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Home My WebLink About2019-040 - Mainplace Mall TransformationLS 6.4.19 RESOLUTION NO. 2019-040 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING AND ADOPTING AN ADDENDUM TO THE ENVIRONMENTAL IMPACT REPORT FOR THE FASHION SQUARE COMMERCIAL CENTER PROJECT (SCH NO. 1983021103) FOR THE MAINPLACE MALL TRANSFORMATION PROJECT AND RE -ADOPTION OF A MITIGATION MONITORING AND REPORTING PROGRAM WHEREAS, MainPlace Shoppingtown, LLC ("Developer" or "Applicant") proposes the MainPlace Mall Transformation Project ("MainPlace Project") at 2800 N. Main Street ("Property") in the City of Santa Ana ("City"); and WHEREAS, the Property is an approximately 49-acre property and the current site of the existing MainPlace Mall, an enclosed 2- to 3-story shopping center with approximately 1,130,000 square feet of commercial uses; and WHEREAS, the MainPlace Project seeks to revitalize the existing MainPlace Mall to adapt to changing market conditions, facilitate private investment, and provide a long- term development plan for the Property; and WHEREAS, the MainPlace Project proposes a full buildout at the Property of 1,400,000 square feet of commercial, 750,000 square feet of office, 400 hotel rooms, and 1,900 residential units; and WHEREAS, the entitlements sought for the MainPlace Project include adoption of a Specific Plan (Specific Plan No. 4), approval of a Tentative Parcel Map (Tentative Parcel Map No. 2018-01), and approval of a Development Agreement (Development Agreement No. 2018-02); and WHEREAS, in 1983, the City Redevelopment Agency certified the Final Environmental Impact Report ("1983 EIR") for the Fashion Square Commercial Center Project ("Originally Approved Plan"), which analyzed the potentially significant environmental impacts of a mixed -use commercial center with 1,600,000 square feet of commercial space, 1,500,000 square feet of office space, and 1,200 hotel rooms; and WHEREAS, in 1996, Addendum ER 96-033 ("1996 Addendum") to the 1983 EIR was prepared and approved to evaluate a then -proposed expansion of the Originally Approved Plan's commercial uses; and WHEREAS, pursuant to the 1983 EIR as amended by the 1996 Addendum, the Property is currently entitled for up to 1,509,255 square feet of commercial, 1,600,000 square feet of office, and 400 hotel rooms ("Current Entitlements"); and Resolution No. 2019-040 Page 1 of 23 WHEREAS, the Current Entitlements could be developed without any further discretionary permits issued by the City; and WHEREAS, when compared against the Originally Approved Plan, the MainPlace Project represents a reduction of 200,000 square feet of commercial, a reduction of 750,000 square feet of office, a reduction of 800 hotel rooms, and the addition of 1,900 residential units; and WHEREAS, when compared against the Current Entitlements, the MainPlace Project represents a reduction of 109,255 square feet of commercial, a reduction of 750,000 square feet of office, no change in the number of hotel rooms, and the addition of 1,900 residential units; and WHEREAS, when compared against the existing MainPlace Mall, the MainPlace Project would permit the addition of 270,000 square feet of commercial, the addition of 750,000 square feet of office, the addition of 400 hotel rooms, and the addition of 1,900 residential units; and WHEREAS, pursuant to the California Environmental Quality Act (Public Resources Code section 21000 et seq.) ("CEQA") and the State CEQA Guidelines (14 Cal. Code Regs. 15000 et seq.), the City is the Lead Agency for the MainPlace Project; and WHEREAS, pursuant to CEQA, when taking subsequent discretionary actions in furtherance of a project for which an EIR has already been certified, the Lead Agency is prohibited from requiring a subsequent or supplemental EIR unless at least one of the circumstances identified in Public Resources Code section 21166 or State CEQA Guidelines section 15162 are present; and WHEREAS, City staff has evaluated the MainPlace Project and considered whether, in light of the impacts associated with its development, any supplemental or subsequent environmental review is required pursuant to Public Resources Code section 21166 or State CEQA Guidelines section 15162; and WHEREAS, based upon the analysis contained in the MainPlace Mall Transformation Project EIR Addendum ("2019 Addendum") City staff has concluded that none of the circumstances described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 have occurred, and thus no supplemental or subsequent EIR is required; and WHEREAS, on May 13, 2019 at a duly noticed public hearing, the Planning Commission considered the 2019 Addendum and recommended its approval to the City Council; and WHEREAS, on June 4, 2019, at a duly noticed public meeting, the City Council has reviewed the Addendum, along with the information in the 1983 EIR and the 1996 Addendum, prior to taking action on the MainPlace Project; and Resolution No. 2019-040 Page 2 of 23 WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA ANA DOES RESOLVE, DETERMINE, FIND AND ORDER AS FOLLOWS: SECTION 1. The above recitals are true and correct and incorporated herein by reference. SECTION 2. State CEQA Guidelines section 15164 requires lead agencies to prepare an addendum to a previously certified EIR if some changes or additions to the project are necessary, but none of the conditions requiring preparation of a subsequent EIR are present. The City Council has reviewed and considered the 1983 EIR, the 1996 Addendum, and the 2019 Addendum, and finds that these documents taken together contain a complete and accurate reporting of all of the potential environmental impacts associated with the MainPlace Project. The City Council further finds that the 2019 Addendum has been completed in compliance with CEQA and the State CEQA Guidelines. The City Council further finds and determines that the Addendum reflects the City's independent judgment. SECTION 3. Based on the substantial evidence set forth in the record, including but not limited to the 1983 EIR, the 1996 Addendum, and the 2019 Addendum, the City Council finds that an addendum is the appropriate document for disclosing the changes to the MainPlace Mall Property, and that none of the conditions identified in Public Resources Code section 21166 and State CEQA Guidelines section 15162 requiring subsequent environmental review have occurred, because: (a) The MainPlace Project does not constitute a substantial change that would require major revisions of the 1983 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects. (b) There is not a substantial change with respect to the circumstances under which the MainPlace Project will be developed that would require major revisions of the 1983 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of the previously identified significant effects. (c) New information of substantial importance has not been presented that was not known and could not have been known with the exercise of reasonable diligence at the time the 1983 EIR was certified or adopted, showing any of the following: (i) that the modifications would have one or more significant effects not discussed in the earlier environmental documentation; (ii) that significant effects previously examined would be substantially more severe than shown in the earlier environmental documentation; (iii) that mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects, but the applicant declined to adopt such measures; or (iv) that mitigation measures or alternatives considerably different from those analyzed Resolution No. 2019-040 Page 3 of 23 previously would substantially reduce one or more significant effects on the environment, but which the applicant declined to adopt. SECTION 4. The City Council hereby finds that certain mitigation measures identified in the 1983 EIR remain applicable to the MainPlace Project, while other mitigation measures are no longer applicable on the basis they have already been completed, or have been superseded by law. These findings are laid out more specifically in the Mitigation Monitoring and Reporting Program ("MMRP") attached hereto as Exhibit A. The City Council therefore hereby re -adopts those mitigation measures identified as remaining applicable to the MainPlace Project, through the MMRP attached hereto and incorporated herein as Exhibit A. SECTION 5. The City Council hereby approves and adopts the 2019 Addendum, attached hereto and incorporated herein as Exhibit B. SECTION 6. The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, and other and proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively "Actions"), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve, which approval will not be unreasonably withheld, the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action. SECTION 7. The City Council directs staff to prepare, execute and file a CEQA Notice of Determination with the Orange County Clerk's Office within five working days of the City Council's approval of the MainPlace Project. SECTION 8. The 1983 EIR, the 1996 Addendum, and the 2019 Addendum, and any other documents and materials that constitute the record of proceedings upon which these findings have been based are on file and available for public review at Santa Ana City Hall, Planning and Building Agency, M20, 20 Civic Center Plaza, Santa Ana, California 92802. The custodian of these records is Norma Mitre, Acting City Clerk for the City. Resolution No. 2019-040 Page 4 of 23 SECTION 9. This resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this resolution. ADOPTED this 4th day of June, 2019. APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By: �G� Lisa Storck, Assistant City Attorney AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers NOT PRESENT: Councilmembers 'Ward 4 Representative Vacant Iglesias, Penaloza, Pulido, Villegas(4) Sarmiento, Solorio (2) None (0) CERTIFICATE OF ATTESTATION AND ORIGINALITY I, NORMA MITRE, Acting Clerk of the Council, do hereby attest to and certify that the attached Resolution No. 2019-040 to be the original resolution adopted by the City Council of the City of Santa Ana on June 4, 2019. Date: Norma Mitre Acting Clerk of the Council City of Santa Ana Resolution No. 2019-040 Page 5 of 23 EXHIBIT A MITIGATION MONITORING AND REPORTING PROGRAM Resolution No. 2019-040 Page 6 of 23 - Monitor 1983 Final EIR Applicable to MainPlace Mall (Signature Mitigation Measures Transformation Mitigation Responsibility Timing Required) (MMs) Program? (Date of Compliance) Final EIR Section S.1: Land Use MM 5.1-1: (a) The Implementation: As individual project should be Applicant development landscaped similar to projects within or more extensive Monitor: City the Specific than the existing Planning Plan are landscaping in order Applicable and ongoing Department submitted for to buffer the Development development from Project Review surrounding process residential areas as much as possible. MM 5.1-1: (b) All Not applicable: Subsection (b) is tenants displaced by no longer applicable because it the project will be addressed the displacement of provided assistance in tenants associated with accordance with State demolition of the open-air Fashion law and Santa Ana Square Shopping Center to Redevelopment construct the enclosed shopping Agency policies. center. Additionally, policies of the prior Santa Ana Redevelopment Agency are not applicable. Existing tenants of MainPlace Mall occupy space under lease agreements. Further, no tenants will be displaced by the MainPlace Project. MM 5.1-1: (c) The Not applicable: Subsection (c) is Agency and the no longer applicable because the Project Participants 2700 Main Street office building should offer KLST land has surface parking on the parcel. (Including the Agency No additional parking is required owned land to the to be provided for this off -site south of the Fidelity property. Savings Building and a portion of the project site in the near vicinity at fair market value (or fair rent, if a lease arrangement is preferred) in trade-off against the Resolution No. 2019-040 Page 7 of 23 Monitor '1983 Final'EIR ` Applicable to MelnPlace IVlallgnature '. Mitigation Measures Transformation Mitigation Responsibility Timing Requirgd) Program? : (ateof Compliance) acquisition of Sales Parcels 3 and 5. The land area so offered should be sufficient to allow a total of at least 351 parking spaces serving the Fidelity Savings building assuming a maximum permitted amount of small car spaces, with the Agency and/or Project Participants bearing any necessary design and installation costs. MM 5.1-1: (d) Implementation: Upon approval Ultimate Applicant of the Specific development of the Plan project site should Monitoring: City occur through the Planning As individual specific plan process. Department development The specific plan projects within should provide Applicable and ongoing the Specific information on how Plan are the project would submitted for incorporate Development pedestrian walkways, Project Review building process configurations, and open space with key transit routes. Final EIR Section 5.4: Biota MM 5.4-1: The Applicable and ongoing, as Implementation: As individual Participation modified: The wording has been Applicant development Agreement requires updated to be consistent with Monitoring: City projects within the Project Participant Section 5, Administration and Planning the Specific to provide adequate Implementation, of the MainPlace Department Plan are landscaping on the Specific Plan. The revision does Executive Director submitted for site and provide for not change the intent of the or designee Development the Redevelopment measure. Project Review Agency to approve all MM 5.4-1: The Applicant process Resolution No. 2019-040 Page 8 of 23 Monitor 1983 Final EIR Applicable to Main Place Mall (Signature Mitigation Measures Transformation Mitigation Responsibility Timing Required) (MMs) Program? (Date of Compliance). preliminary and final shall provide adequate landscaping plans landscaping on the site. submitted by the The Planning and Building Participant. Agency Executive Director or designee shall be the review and approval authority for all preliminary and final landscaping plans submitted by the Applicant. Final EIR Section 5.6: Traffic and Circulation MM 5.6-1: Contribute Not applicable: The mitigation a one percent (1%) measure has already been assessment fee to the implemented and therefore does City of Santa Ana and not need to be carried forward. City of Orange The Final EIR identified eight Transportation traffic -related mitigation System Improvement measures. Mitigation Measure Program (TSIP) to 5.6-1 was previously fund needed implemented. Accordingly, all of transportation the traffic improvements the improvements in the Redevelopment Agency and City area identified in the determined were necessary to Phase Two TSIP Study. accommodate the Original Project The TSIP Assessment have already been implemented. Fee of one percent of Many of the transportation project building cost is system improvements currently in expected to generate place were constructed as part of only half of the cost of the mitigation program for the the recommended Fashion Square project to Phase Two TSIP Plan. accommodate the full The Fashion Square development contemplated in the development (the Final EIR. No additional mitigation developers is required. themselves and the Redevelopment Agency alike) must be prepared to fund those areawide transportation improvements which principally benefit Resolution No. 2019-040 Page 9 of 23 1983 Final EIR Mitigation Measures (MMs),; Applicable to MainPlace Mall Transformation Mitigation :Program? -' Responsibility Timing! Monitor (Signature Required) (pate of Compliance) their project as well as contribute a one percent assessment to the TSIP Program. MM 5.6-2: Provide Not applicable: Final EIR funding for Mitigation Measure 5.6-2 required construction of a pair the developer of the Mall to of new freeway ramps "[p]rovide funding for the on the west side of construction of a pair of new Fashion Square linking freeway ramps on the west side of the Santa Ana Fashion Square linking the Santa Freeway with a public Ana Freeway with a public road road surrounding the surrounding the project" (the project. future MainPlace Drive) but was These two new ramps determined to be infeasible, and will connect with a replaced with an obligation to public street and as contribute to the cost of other such, provide overall ramps then planned by Caltrans. benefit to the general This change was documented in a public. However, the 1992 amendment to the primary need for and Participation Agreement between beneficiary of this the City's Redevelopment Agency improvement is the and the Mall developer (Third Fashion Square Amendment to Participation development itself. Agreement, p. 2.), which The cost of this explained: improvement is "It has now been determined that included in the overall the ramps specified in the TSIP Plan, but that Participation Agreement cannot program is be constructed, but that ramps underfunded by providing substantially similar approximately 50 value to the transportation system percent. are planned for construction...." Consequently, the The alternative ramps identified In cost of any the amended Participation transportation Agreement, consisting of an off - improvements which ramp from southbound 1-5 to relate to and directly North Broadway and an on -ramp benefit a single from Main Street to northbound (- development, should 5, were thereafter constructed. be borne by that development. Accordingly, all of the traffic Construction of these improvements the Resolution No. 2019-040 Page 10 of 23 1983 Final EIR Mitigation Measures (MINIS) Applicable to MainPlace Mall Transformation Mitigation Program? Responsibility Timing Monitor (Signature Required) (Date of Compliance) two ramps will Redevelopment Agency and City substantially improve determined were necessary to the freeway access of accommodate the Original Project the Fashion Square have already been implemented. site and permit traffic Many of the transportation to enter and exit the system improvements currently in development with no place were constructed as part of delay from traffic the mitigation program for the congestion on the Fashion Square project to surrounding arterial accommodate the full street system. development contemplated in the Final EIR. No additional mitigation is required. MM 5.6-3: Widen Not applicable: Final EIR -- -- -- Main Street along the Mitigation Measure 5.6-3 has Fashion Square been superseded by the General frontage to provide Plan Circulation Element, which four southbound identifies Main Street as a 6 lane lanes and a 26-foot- major arterial. Further, the Traffic wide median island to Impact Analysis, which is based on accommodate dual existing conditions, determines no northbound left turn widening of Main Street is lanes and the columns necessary to reduce any potential of the future North- impacts. No additional mitigation South Transit is required. Guideway. A total curb to curb width of 124 feet will be required for an ultimate eight lane section planned on Main Street. The increased width will be the general responsibility of developments planned on both sides of Main Street, but some transitions in alignment may be necessary to minimize impacts to existing buildings. Resolution No. 2019-040 Page 11 of 23 1983 Finol EIR Mitigation Measures '(MMs).` Applicable to MainPlace Mall Transformation Mitigation Program? Responsibility Timing Monitor (Signature Required) (Date of Compliance) MM 5.6-4: Construct Not applicable: Final EIR a public roadway Mitigation Measure 5.6-4 was around the west side previously implemented. No of the site from the additional mitigation is required. intersection of Owens Further, the freeway ramps were Drive/Broadway to determined infeasible, and this Main/Town and change was documented in a 1992 Country. This public amendment to the Participation road shall have a Agreement between the City's capacity of 16,000 Redevelopment Agency and the ADT and connect the Mall developer (Third Amendment new freeway ramps to Participation Agreement, p. 2.). with Main Street and Broadway/Owens Drive. This public road will provide an alternative means of access to Fashion Square and allow traffic to virtually avoid use of (and impact upon) Main Street. This new road will provide direct access to/from the 1- 5 Freeway in order to relieve pressure at the existing Main Street Interchange. Dedication of the roadway as a public street is required to satisfy CalTrans standards for construction of ramp facilities on public roads. MM 5.6-5: A. Provide Not applicable: Final EIR -- -- for redesign and Mitigation Measure 5.6-5 was reconstruction of the previously implemented. No Main Street Entrance additional mitigation is required. to Fashion Square to accommodate two entry and exit lanes Resolution No. 2019-040 Page 12 of 23 1933 Final EIR Mitigation Measures (MMs) Applicable to MainPlace Mall Transformation Mitigation Program? Responsibility Timing Monitor (Signature Required) (Date of Compliance) and a left turn pocket. The entrance shall be integrated with the new public roadway planned around the site to link with Bedford Road, the freeway ramps and Broadway/Owens Drive. The signalized entrance shall be modified to include separate left turn phasing. B. Provide sufficient funding for the reconstruction of the median island on Town and Country Road to include a separate westbound left turn lane. The existing median is a wide landscaped island with no separate turning lane. Fashion Square will be the primary beneficiary of this reconstruction even though the new westbound left turn lane is not intended to directly serve Fashion Square traffic. Widening of the Main Street Entrance will mitigate the effect of increased traffic (primarily east -west direction) created by expansion of the shopping center. Resolution No. 2019-040 Page 13 of 23 .1983 Final EIR Mitigation Measures (MMs) Applicable to MainPlace Mail Transformation Mitigation Program? ' Responsibility Timing; Monitor (Signature Reglilred) '.. (elate of Compliance); MM 5.6-6: Provide for Not applicable: Final EIR installation of two Mitigation Measure 5.6-6 was new traffic signals on previously implemented. No La Veta Avenue at additional mitigation is required. Bedford Road and the off -ramp from the southbound Rte.57 Freeway. In order to facilitate access to Fashion Square from the Rte. 57 Freeway a traffic signal will be needed on Bristol Street/La Veta at the off -ramp location. Presently, this intersection is controlled only by stop signs and a left turn from the off - ramp to La Veta Avenue involves considerable delay. This off -ramp provides a convenient route to Fashion Square and allows southbound freeway traffic to avoid congestion encountered at the l- 5/57/22Interchange. To promote use of this alternative access, especially by commuters, signalization of two intersections is necessary. One location, Bristol/La Veta at the Freeway off -ramp is under the jurisdiction of the State and the other Resolution No. 2019-040 Page 14 of 23 1983 Final EIR Mitigation Measures (MMS) Applicable to Main Place Mall Transformation Mitigation Program? Responsibility Timing Monitor (Signature Required) (Date of Compliance) intersection, La Veta/Bedford is the responsibility of the City of Orange. MM 5.6-7: Develop Ongoing and applicable Implementation: Ongoing and maintain an Applicant aggressive Transportation Monitor: City Systems Management Planning (TSM) Program Department designed to maximize use of transit and ride sharing and staggering of work hours. A realistic target of 20 percentincreasein ride sharing and transit usage is established as the goal for a TSM Program. The developer shall be required to develop a program designed to achieve the goal and submit this program to the City for approval. In addition, the developer will be required to provide a Transportations System Management Coordinator to actively pursue implementation of the TSM/Parking Management Program. This position need not necessarily be on a full time basis until such time as implementation of a Resolution No. 2019-040 Page 15 of 23 1983 Final EIR Mitigation Measures (MMs)': Applicable to MainPiace Mall Transformation Mitigation 'Program? Responsibility Timing,: Monitor (Signature Required) `. (Date of Compliance) substantial portion of the proposed office use is underway. The developer also shall be required to provide and maintain a security force whose task, among others, shall be to enforce all on -site parking regulations. MM 5.6-8: A. Design Not applicable: Final EIR -- -- -- buildings to Mitigation Measure 5.6-8 was accommodate second previously implemented. No level access from a additional mitigation is required. future transit station No transit station was ever built on Main Street in the and none are currently planned in vicinity of Town and this location. Country Road and/or a possible future grade separated pedestrian bridge connecting developments on both sides of Main Street. The buildings and internal pedestrian circulation should be designed to allow for such future improvements, which would serve to minimize at -grade pedestrian crossing of Main Street at street level. (Main Street will be a 124-foot-wide with high volumes of turning traffic and transit operations). B. On -site pedestrian circulation must be maximized to Resolution No. 2019-040 Page 16 of 23 Monitor 1983 Final EIR Applicable to MalnPlace Mall (Signature Mitigation Measures Transformation Mitigation Responsibility Timing Required) (MMs) Program? (Date of Compliance) facilitate easy movement of people between buildings. Vehicular traffic must be intercepted at major entrances along the public service road and channelized quickly to parking areas. Convenient pedestrian facilities must be provided from the parking areas to the buildings and to the transit station/bus stops. Final EIR Section 5.9: Shade/Shadow, Solar Glare, Illumination 5.9-1: Development Not applicable: The mitigation plans submitted to measure is not applicable to the the Agency for MainPlace Project and therefore approval pursuant to does not need to be carried the Participation forward. The Fashion Square Agreement should be Commercial Center Final EIR accompanied by a concluded that depending on the shade/shadow height and location of buildings, analysis in order to the project could have shade/ determine the best shadow impacts to surrounding building locations and land uses, including residential heights for the areas. The EIR analysis looked at structures which three residential development in could result in the the project area and concluded least shade/shadow that the project could have impact, if any, to the significant and unavoidable surrounding land shade/ shadow impacts. That uses. conclusion was based on the fact that there was "no absolute height limit" applicable to development of the project. The Specific Plan Project would restrict buildings fronting Main Street to a maximum of 20 stories, and buildings on all other portions of the project site to a maximum Resolution No. 2019-040 Page 17 of 23 1983-Final EIR Mitigation Measures (MMS)r. Applicable to MainPlace Mall Transformation Mitigation jProgram? > S Responsibility Timing, Monitor (signature Required) --- (Rate, of ". Compliance) " of 10 stories. Thus, as further explained below, the project would not have significant and unavoidable shade/shadow impacts based on the analysis set forth in the Final EIR. Residential Area A is southeast of Main Street. At the time of the EIR, residential development was located north and south of the Santiago Creek Trail Residential development on the southeast corner of the intersection of Main Street at Memory Lane is now office uses. Table 23 of the EIR indicated that a 21-story building would need to be setback approximately 500 feet from the project boundary to preclude shadows. At its nearest point, on -site development would be approximately 1,000 feet from existing off -site single- family residences on Spurgeon Street and E. Virginia Avenue. Therefore, no shade/ shadow impacts would occur based on the analysis in the Final EIR. • Residential Area B is southwest of the project site and west of 1-5. The Final EIR noted that "A building between 8 and 19 stories tall could be located in the southwest portion of the site and not cast shadows to residential area "B". Under the Specific Plan, buildings adjacent to 1-5 would not exceed 10 stories. Therefore, Resolution No. 2019-040 Page 18 of 23 Monitor 1983 Final EIR Applicable to MainPlace Mall (Signature Mitigation Measures Transformation Mitigation Responsibility Timing Required) (MMs) Program? (Date of Compliance) no shade/shadow impacts would occur based on the analysis in the Final EIR. Residential Area C is the single-family residences north of SR-22. The EIR states: "A building from 19 to 52 stories tall could be located along the northern project boundary before any shadows were cast to residential area "C"." Therefore, no shade/shadow impacts would occur based on the analysis in the Final EIR. MM 5.9-2: Non- Applicable and ongoing, as Implementation: Upon issuance reflective building modified: The Specific Plan states: Applicant of building exteriors should be DG-63: All materials for exterior permits used, unless the applications should be finished. Monitoring: City buildings are oriented Inappropriate materials for Planning so that their surfaces exterior applications include: (a) Department are directed away Plastics/Plastic Laminates; (b) from other structures, Asphalt shingles; (c) Corrugated roadways and fiberglass, or plastic; (d) Plywood residential areas in or similar; (e) Highly reflective the project area. materials DG — 65: Colors should be non - reflective. Colors and materials should be subdued or flat -toned so as not to produce excessive reflected glare from the sun. MM 5.9-2 is revised as follows: Non -reflective or low -reflective exterior building materials and colors should be used, unless the buildings are oriented so that their surfaces are directed away from other structures, roadways and residential areas in the project area. MM 5.9-3: All on -site Applicable and ongoing Implementation: Upon issuance Resolution No. 2019-040 Page 19 of 23 Monitor, 1983 Final EIR Applicable to MainPlace Mall (Signature Mitigation Measures Transformation Mitigation Responsibility Timing, Required) (MMs) Program? (Kato of Compliance) lighting should be Applicant of building directed downward permits and shielded from Monitoring: City surrounding land Planning uses. Low -intensity Department lighting in the parking areas should be utilized and flood lighting should be discouraged. Final EIR Section 5.10: Aesthetics MM 5.10-1: The Applicable and ongoing, as Implementation: As individual Participation modified: The wording has been Applicant development Agreement updated to be consistent with projects within incorporates Section 5, Administration and Monitoring: City the Specific standards and Implementation, of the MainPlace Planning Plan are controls which would Specific Plan. The revision does Department submitted for preclude any not change the intent of the Development development which is measure. Project Review unacceptable to the MM 5.10-1: All buildings process community on would be constructed of aesthetic grounds. high architectural quality Pursuant to the with landscaped areas. The Participation structures must be Agreement, all effectively and buildings would be aesthetically designed. The constructed of high shape, scale of volume, architectural quality exterior design and with landscaped exterior finish of each areas. The structures building must be consistent must be effectively with, visually related to, and aesthetically physically related to and an designed. The shape, enhancement to each scale of volume, other and the surrounding exterior design and project area. Landscaping exterior finish of each would be provided to building must be integrate this project with consistent with, adjacent projects. The visually related to, Planning and Building physically related to Agency Executive Director and an enhancement or designee shall be the to each other and the review and approval surrounding project authority for architectural, Resolution No. 2019-040 Page 20 of 23 Monitor 1953 Final EIR Applicable to MainPlace Mail (Signature Mitigation Measures Transformation Mitigation Responsibility Timing Required) (MMs) Program? (Date of Compliance) area. Landscaping landscape, and site plans. would be provided to integrate this project with adjacent projects. Architectural, landscape and site plans must be approved by the Agency. Final EIR Section 5.13: Public Services and Utilities MM 5.13-1: Police: Implementation: Ongoing The Participants Applicant should provide a private security force Monitoring: City to respond to Planning business and Applicable and ongoing Department customer needs. The presence of a security force would also have a deterrent effect on crime. MM 5.13-2: Fire: The Applicable and ongoing, as Implementation: Upon issuance project developers modified: There are four existing Applicant of building shall maintain the fire service water connections to permits current underground the City main in MainPlace Drive. Monitoring: City water reservoir with Infrastructure upgrades will be Planning auxiliary pumps (or provided as needed to meet fire Department provide its equivalent flow requirements of the Orange at an alternative County Fire Authority. location) and expand MM 5.13-2: Fire: The such system upon project developers shall development of the expand fire service site as necessary for infrastructure such system compliance with Fire upon development of the Code requirements. site as necessary for compliance with Fire Code requirements. Final EIR Section 5.14: Energy Consumption MM 5.14-1: The Not applicable: The mitigation Resolution No. 2019-040 Page 21 of 23 19S3 Final ElR Mitigation Measures (MMs) Applicable to MainPlace Mall Transformation Mitigation Program? Responsibility Timing, Monitor (Signature Required) (Date of Compliance) ` orientation of building measure has been superseded by glazing areas, building code requirements. As overhangs, and site individual projects are considered landscaping should be by the City of Santa Ana, the selected in order for buildings would be required to solar radiation to comply with the most current reach indoor areas version of Title 24. The energy during the winter efficiency standards of Title 24 months to reduce substantially exceed the air quality heating loads. The and energy conversation levels same principal should that would occur with the Final be incorporated for EIR measure. Therefore, the the summer months, project's compliance with Title 24 so that building which would fulfill the glazing, overhangs requirements of this mitigation and landscaping will measure. reduce the amount of Title 24, California Building solar radiation Standards, contains the energy reaching the interior efficiency standards related to of the buildings which residential and nonresidential will reduce air buildings. Title 24 standards are conditioning loads. based, in part, on a State mandate to reduce California's energy demand. These are prescriptive standards that establish maximum energy consumption levels for the heating and cooling of new buildings. A new development project is required to incorporate the most recent Title 24 standards in effect at the time a building permit application is submitted. The 2016 standards went into effect on January 1, 2017. California's energy efficiency standards are updated on an approximate three-year cycle. Resolution No. 2019-040 Page 22 of 23 EXHIBIT B MAINPLACE MALL TRANSFORMATION PROJECT EIR ADDENDUM The MainPlace Mall Transformation Project EIR Addendum and Technical Appendices is available online at: https://www.santa-ana.orq/pb/planning-division/major-planning-i)roiects-and documents/main-place-mall-transformation-project Or by visiting: Planning and Building Agency — Planning Division Public Counter 20 Civic Center Plaza Santa Ana, CA 92701 Resolution No. 2019-040 Page 23 of 23 ADDENDUM TO THE FASHION SQUARE COMMERCIAL CENTER FINAL ENVIRONMENTAL IMPACT REPORT (SCH # 1983021103) FOR THE MAINPLACE MALL TRANSFORMATION PROJECT Lead Agency City of Santa Ana Planning and Building Agency, M20 20 Civic Center Plaza Santa Ana, CA 92702 Project Applicant: MainPlace Shoppingtown, LLC 8750 N. Central Expressway, Suite 1740 Dallas, TX 75231 May 2019 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank City of Santa Ana MainPlace Mall Transformation Proiect Fashion Table of Contents 1 INTRODUCTION.................................................................... 1.1 PURPOSE AND SCOPE ........................................................ 1.2 ENVIRONMENTAL PROCEDURES ................................. 1.3 SUMMARY OF CEQA ANALYSIS ..................................... 1.4 PREVIOUS ENVIRONMENTAL DOCUMENTATION 1.5 LIST OF ACRONYMS............................................................. 1.6 DEFINITIONS............................................................................. 2 ENVIRONMENTAL SETTING .............................................. 2.1 PROJECT LOCATION............................................................ 2.2 EXISTING LAND USES.......................................................... Addendum to the Commercial Center Final El 5 13 13 13 3 PROJECT DESCRIPTION........................................................................................................21 3.1 PROJECT OBJECTIVES.....................................................................................................................21 3.2 PROJECT CHARACTERISTICS......................................................................................................22 3.3 DISCRETIONARY APPROVALS.....................................................................................................40 4 EVALUATION OF ENVIRONMENTAL IMPACTS.................................................................45 Determination Terminology Used.......................................................................................................... 45 5 ENVIRONMENTAL ANALYSIS...............................................................................................47 5.1 LAND USE.................................................................................................................................................47 5.2 SOILS AND GEOLOGY........................................................................................................................53 5.3 HYDROLOGY...........................................................................................................................................57 5.4 BIOTA/BIOLOGICAL RESOURCES..............................................................................................61 5.5 ARCHAEOLOGY....................................................................................................................................65 5.6 TRAFFIC AND CIRCULATION.........................................................................................................69 5.7 NOISE..........................................................................................................................................................99 5.8 AIRQUALITY.........................................................................................................................................III 5.9 SHADE/SHADOW, SOLAR GLARE, ILLUMINATION..........................................................125 5.10 AESTHETICS.........................................................................................................................................135 5.11 HOUSING AND POPULATION.......................................................................................................139 5.12 JOHN WAYNE AIRPORT..................................................................................................................140 5.13 PUBLIC SERVICES AND UTILITIES............................................................................................143 5.14 ENERGY CONSERVATION.............................................................................................................155 5.15 IRREVERSIBLE ENVIRONMENTAL CHANGES....................................................................159 5.16 GROWTH INDUCEMENT..................................................................................................................161 6 REFERENCES.........................................................................................................................163 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR List of Figures Figure1, Local Vicinity....................................................................................................................15 Figure 2, Exiting Site Configuration..............................................................................................17 Figure 3, Existing Site Photos........................................................................................................19 Figure4, Land Use Plan..................................................................................................................25 Figure5, Circulation Plan...............................................................................................................29 Figure6, Cross Section...................................................................................................................31 Figure 7, Conceptual Water Plan...................................................................................................33 Figure 8, Conceptual Drainage Plan.............................................................................................35 Figure 9, Conceptual Sewer Plan..................................................................................................37 Figure 10, Conceptual Open Space..............................................................................................41 Figure 11, Conceptual Phasing Plan.............................................................................................43 Figure 12, Existing Traffic Volumes..............................................................................................73 Figure 13, Existing Plus Project Traffic Volumes......................................................................83 Figure 14, Existing Plus Current Project Entitlement Traffic Volumes..................................87 Figure 15, Pedestrian Circulation..................................................................................................91 Figure 16, Residential Areas in the Vicinity of the Project.....................................................127 List of Tables Table 1: Summary of Existing, Approved, and Proposed Land Uses Table 2: Development Standards.............................................................. Table T-1: Existing Intersection Operations ............................................ Table T-2: Existing Roadway Segment Operations Table T-3: Trip Generation Rates ............................... Table T-4: Proposed Project Trip Generation.............................................................................77 Table T-5: Trip Generation of the Current Site Entitlements....................................................78 Table T-6: Comparison of Trips from the Current Site Entitlements and Proposed Project Table T-7: Existing Plus Project Intersection Operations........................................................79 Table T-8: Existing Plus Project Roadway Segment Operations............................................81 Table T-9: Comparison of Existing Plus Project to Existing Plus Current Site Entitlements Intersection Operations..........................................................................................................85 Table N-1: Santa Ana Municipal Code Maximum Permissible Noise Levels ......................100 Table N-2: City of Orange General Plan Maximum Stationary Source Noise Levels ........101 Table N-3: City of Orange General Plan Maximum Stationary Source Noise Levels ........102 Table N-4: Existing Roadway Noise Levels...............................................................................103 Table N-5: Existing Project Area Noise Levels.........................................................................104 Table N-6: Typical Construction Equipment Vibration Levels...............................................105 Table N-7: Existing Plus Project Traffic Noise Levels.............................................................108 Table AQ-1: Comparison of Operational Emissions Identified in the 1983 EIR and the ProposedProject....................................................................................................................114 Table AQ-2: Comparison of Operational CaIEEMod Emissions from Each Entitlement..115 Table AQ-3: Localized Significance of Operational Emissions.............................................117 Table AQ-4: Health Risk Assessment Results..........................................................................118 Table AQ-5: GHG Emissions from the Proposed Project.......................................................119 Table AQ-6: Net Service Population GHG Emissions.............................................................119 City of Santa Ana MainPlace Mall Transformation Addendum to the Fashion Square Commercial Center Final EIR Table AQ-7: Climate Action Plan Consistency ....................................... Table PSU-1: Estimated Water Demand at Project Buildout................ Table PSU-2: Estimated Water Demand at Project Buildout (AFY)..... Table PSU-3: Estimated Wastewater Generation at Project Buildout Table PSU-4: Comparison of Solid Waste Generation .......................... Table PSU-5: Santa Ana Fire Stations Near the Project Site ................ Appendices A. Mitigation Program B. Geologic and Seismic Hazards Review C. Preliminary Hydrology and Hydraulics Study & Water Quality Management Plan D. Traffic Impact Study E. Acoustical Assessment F. Air Quality Assessment G. Health Risk Assessment H. Greenhouse Gas Emissions Assessment I. Water Supply Assessment J. Sanitary Sewer Capacity Study 121 147 147 148 149 151 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. iv City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 1 INTRODUCTION 1.1 PURPOSE AND SCOPE This document is an Addendum to the Final Environmental Impact Report (1983 EIR") certified by the City of Santa Ana ("City") for the Fashion Square Commercial Center Project ("Originally Approved Plan") in 1983 (SCH Number: 1983021103). The 1983 EIR, in conjunction with this Addendum, serve as the environmental review for the proposed MainPlace Mall Transformation Project ("proposed Project"). The Project proposes to modify the Originally Approved Plan ("Proposed Modifications") and the land use entitlements ("Current Entitlements") that were approved under an addendum to the 1983 EIR that was prepared in 1996 ("1996 Addendum"). Specifically, the MainPlace Mall Transformation Project proposes adoption of a Specific Plan that would modify the existing land use entitlements for the site by reducing the total commercial and office use and adding residential uses, in order to fulfill the purpose of the General Plan's District Center land use with a mixed -use project. The MainPlace Mall is located at 2800 N. Main Street in the City of Santa Ana ("Project site"). Pursuant to the provisions of the California Environmental Quality Act (Pub. Resources Code, Section 21000 et seq.) ("CEQA") and the State CEQA Guidelines (Cal. Code Regs., tit. 14, Section 15000 et seq.), the City is the Lead Agency charged with deciding whether or not to approve the MainPlace Mall Transformation Project. This Addendum addresses the potential environmental impacts associated with the Proposed Modifications and will be considered by the City during the MainPlace Mall Transformation Project's entitlement process. 1.2 ENVIRONMENTAL PROCEDURES An Addendum to a previously certified Environmental Impact Report ("EIR") is prepared when a lead agency is asked to issue a discretionary decision regarding a proposed project, but none of the conditions triggering the need for a Subsequent or Supplemental EIR are present. Pursuant to Public Resources Code section 21166 and State CEQA Guidelines section 15162, when an EIR has been certified or a negative declaration adopted for a project, no subsequent or supplemental EIR or negative declaration shall be prepared for the project unless the lead agency determines that one or more of the following conditions are met: Substantial project changes are proposed that will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; Substantial changes would occur with respect to the circumstances under which the project is undertaken that require major revisions to the previous EIR or negative declaration due to the involvement of new significant environmental 5 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR effects, or a substantial increase in the severity of previously identified significant effects; or New information of substantial importance that was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified or the negative declaration was adopted shows any of the following: A. The project will have one or more significant effects not disclosed in the previous EIR or negative declaration. B. Significant effects previously examined will be substantially more severe than identified in the previous EIR. C. Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponent declines to adopt the mitigation measures or alternatives. D. Mitigation measures or alternatives that are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponent declines to adopt the mitigation measures or alternatives. If some changes or additions to the previously prepared EIR or negative declaration are necessary, but none of the conditions specified in State CEQA Guidelines section 15162 are present, the lead agency shall prepare an addendum. In reviewing this Addendum, the question before the City decisionmakers is not whether the previous EIR complies with CEQA, but only whether one of the events triggering the need for subsequent environmental review has occurred. (A Local & Regional Monitor V. City of Los Angeles (1993) 12 Cal.AppAth 1773; Committee for Green Foothills v. Santa Clara County Board of Supervisors (2010) 48 CalAth 32.) Pursuant to State CEQA Guidelines section 15164(b), an addendum to a previously certified EIR is not circulated for public review; but is considered by the Lead Agency in making a decision about the project. 1.3 SUMMARY OF CEQA ANALYSIS In accordance with the State CEQA Guidelines, the City of Santa Ana completed a comprehensive analysis of the MainPlace Mall Transformation Project and found that none of the conditions specified in CEQA Guidelines Section 15162 are present. Accordingly, an Addendum to the previously certified 1983 EIR is the CEQA-required form of environmental review for the proposed Project. Pursuant to CEQA and the State CEQA Guidelines, the City's review of this Addendum focuses on the potential environmental impacts associated with the MainPlace Mall Transformation Project that might cause a change in the conclusions of the certified 1983 EIR, including changes in circumstances or new information of substantial G City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR importance that would substantially change those conclusions. In other words, this Addendum considers whether the Proposed Modifications, which, as described in detail herein, consistent of a reduction in entitled commercial space of 109,255 square feet, a reduction in entitled office space of 750,000 square feet, and the addition of 1,900 residential units, result in new or substantially more severe impacts than were disclosed in the 1983 EIR. This Addendum compares the environmental effects of the MainPlace Mall Transformation Project to those of the Originally Proposed Plan and the Current Entitlements that were approved through an addendum that was adopted by the City in 1996. Specifically, this Addendum analyzes whether a reduction in entitled commercial space of 109,255 square feet, a reduction in entitled office space of 750,000 square feet, and the addition of 1,900 residential units, would result in a change in the conclusions of the 1983 EIR or 1996 Addendum. This Addendum also reviews new information of substantial importance related to environmental impacts, mitigation measures, and/or alternatives that was not known and could not have been known with the exercise of reasonable diligence at the time that the 1983 EIR was certified. It further examines whether, as a result of any changes or any new information, a subsequent EIR may be required. This examination includes an analysis of the provisions of Public Resources Code section 21166 and State CEQA Guidelines section 15162 and their applicability to the MainPlace Mall Transformation Project. This Addendum includes findings for the environmental effects of the MainPlace Mall Transformation Project as compared with the findings of the 1983 EIR and the 1996 Addendum. As detailed herein, buildout of the proposed Project would not result in any new impacts and no new mitigation measures are required. On the basis of these findings and the provisions of the State CEQA Guidelines, the City of Santa Ana, as the Lead Agency, has determined that no supplemental or subsequent EIR is required for the MainPlace Mall Transformation Project. Thus, pursuant to State CEQA Guidelines section 15164, this Addendum to the 1983 EIR has been prepared and the Lead Agency decionmakers (City Council) must consider this Addendum together with the 1983 EIR before making a decision on the proposed Project. 1.4 PREVIOUS ENVIRONMENTAL DOCUMENTATION As directed by CEQA, this Addendum relies on the environmental analysis in the 1983 EIR. A summary of the previous environmental documentation and how it relates to the MainPlace Mall Transformation Project is provided below. This Addendum incorporates by reference the 1983 EIR and the 1996 Addendum. These documents as well as the technical studies and other related documents discussed above, are available for review at the City of Santa Ana, Planning and Building Agency, 20 Civic Center Plaza, Santa Ana, CA 92702. 7 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Fashion Square Commercial Center Final EIR ("1983 EIR") In 1983, the Santa Ana Fashion Square development consisted of an approximately 512,595-square foot open-air commercial mall on the Project site. The Fashion Square Commercial Center Subsequent Final EIR ("1983 EIR") (SCH Number: 1983021103) was prepared to evaluate the potential impacts associated with the rehabilitation and redevelopment of the site as a mixed -use commercial center with 1,600,000 square feet of commercial space, 1,500,000 square feet of office space, and 1,200 hotel rooms ("Originally Approved Plan"). The 1983 EIR was certified by the City of Santa Ana Redevelopment Agency in 1983. The 1983 EIR considered the environmental impacts relating to land use, soils and geology, hydrology, biological resources, archaeology, traffic and circulation, noise, air quality, aesthetics (including shade/shadow, solar glare, and illumination), housing/population, John Wayne Airport, public services and utilities (including natural gas, electricity, communications, water, sewer, solid waste, police protection, and fire protection), energy conservation, irreversible environmental changes, and growth inducement. The 1983 EIR determined that the Originally Approved Plan would not result in any potentially significant impacts —and therefore no mitigation measures were required — relating to soil and geology, hydrology, archaeology, noise, air quality, housing/population, John Wayne Airport, natural gas, electricity, communications, water. sewer. and solid waste. The 1983 EIR also determined that the Originally Approved Plan could result in potentially significant impacts —and therefore identified mitigation measures —related to land use, biological resources, traffic and circulation, air quality, aesthetics (including shade/shadow, solar glare, and illumination), police protection, fire protection, and energy conservation. Finally, the 1983 EIR also determined that, despite the incorporation of all feasible mitigation measures, impacts relating to the topics of off-street parking, traffic, vehicular noise, population/housing, and aesthetics (shade/shadow), would remain significant and unavoidable. Addendum to the Final EIR for MainPlace/Santa Ana Expansion ("1996 Addendum") In 1996, the City prepared Addendum (ER 96-033) to the Environmental Impact Report for Proposed MainPlace/Santa Ana Expansion to the Final EIR (1996 Addendum") to evaluate a proposed expansion of the Originally Approved Plan's commercial uses. The 1996 Addendum evaluated each topical issue addressed in the 1983 EIR and included updated air quality and traffic analyses. The 1996 Addendum concluded that no subsequent environmental impact report was required under CEQA because the proposed commercial expansion did not result in new or substantially more severe significant impacts than were disclosed in the 1983 EIR. e City of Santa Ana MainPlace Mall Transformation Addendum to the Fashion Square Commercial Center Final EIR While the 1996 proposed commercial expansion was never fully implemented, in 2000 the City relied on the 1996 Addendum and 1983 EIR to approve a site plan and vesting tentative parcel map. These entitlements permitted up to 1,509,255 square feet of commercial, 1,500,000 square feet of office space, and 400 hotel rooms. A final parcel map consistent with the 2000 entitlements ("Current Entitlements") was approved and recorded in October 2002. However, the improvements related to the parcel map and 2000 entitlements were never implemented. 1.5 LIST OF ACRONYMS AADT Annual Average Daily Traffic AFY Acre Feet Yearly ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers AQMP Air Quality Management Plan Caltrans California Department of Transportation CAP Climate Action Plan CARB California Air Resources Board CCR California Code of Regulations CEQA California Environmental Quality Act cfs cubic feet per second CO Carbon Monoxide cy cubic yards dB decibel du dwelling units EIR Environmental Impact Report EPA Environmental Protection Agency FAA Federal Aviation Administration FAR floor area ratio FTA Federal Transit Administration GHG Greenhouse Gas gpd gallons per day HOO Housing Opportunity Ordinance HOV High Occupancy Vehicle HRA Heath Risk Assessment HVAC heating, ventilation and air conditioning I Interstate ITE Institute of Transportation Engineers LSTs localized significance thresholds MERV Minimum Efficiency Reporting Value MGD million gallons per day MOE Measure of Effectiveness msl above mean sea level NOx Nitrogen Oxide NPDES National Pollution Discharge Elimination System OCFA Orange County Fire Authority OCTA Orange County Transportation Authority PM Particulate Matter 9 City of Santa Ana MainPlace Mall Transformation Addendum to the Fashion Square Commercial Center Final EIR ppd pounds per day ROG Reactive Organic Gas SCAQMD South Coast Air Quality Management District SCE Southern California Edison Company sf square feet SO2 Sulfur dioxide SoCalGas Southern California Gas Company SR State Route SRA source receptor areas TSIP Transportation System Improvement Program TSM Transportation Systems Management VMT Vehicle Miles Traveled UWMP Urban Water Management Plan VOC volatile organic compound v/c volume -to -capacity WSA Water Supply Assessment 1.6 DEFINITIONS 1983 EIR: Final Environmental Impact Report (EIR) for the Fashion Square Commercial Center Project, certified by the City of Santa Ana Redevelopment Agency in 1983. Originally Approved Plan: The Fashion Square Commercial Center Project, as proposed and approved in 1983 and as analyzed in the 1983 EIR. It includes a mixed -use commercial center with 1,600,000 square feet of commercial space, 1,500,000 square feet of office space, and 1,200 hotel rooms. 1996 Addendum: Addendum (ER 96-033) to the EIR for the MainPlace/Santa Ana Expansion. Prepared in 1996 to evaluate a then -proposed expansion of the Originally Approved Plan's commercial uses. The 1996 determined that expanding the site's commercial uses would not result in new or substantially more severe significant impacts than were disclosed in the 1983 EIR. However, the commercial expansion was never implemented as proposed in 1996. Current Entitlements: The total square footage of development that the Project site is currently permitted for, and the amount of development that could occur without further discretionary permits from the City. This includes up to 1,509,255 square feet of commercial, 1,500,000 square feet of office space, and 400 hotel rooms. These entitlements were approved in 2000. The City relied on the analysis in the 10 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 1996 Addendum to approve the entitlements. The 2000 entitlements were never implemented. MainPlace Mall The Project proposed for City approval by way of this Transformation Project: Addendum. It proposes a full Project site buildout of 1,400,000 square feet of commercial, 750,000 square feet of office, 400 hotel rooms, and 1,900 residential units. Proposed Modifications: The difference between the Current Entitlements and the proposed MainPlace Mall Transformation Project's full buildout. It includes a reduction of 109,255 square feet of commercial, a reduction of 750,000 square feet of office, and the addition of 1.900 residential units. 11 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 12 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 2.1 PROJECT LOCATION The Project is located at 2800 N. Main Street in the northernmost portion of the City of Santa Ana. The location of the Project site is shown in its regional setting on Figure 1, Local Vicinity. A site plan for the existing site is provided on Figure 2, Exiting Site Configuration. The 49.04-acre Project site is generally bordered on the north by State Route 22 (SR- 22); on the south by Main Place Drive and commercial development south of Main Place Drive; on the east by N. Main Street; and on the west by Interstate 5 (1-5). The Project site includes the following Assessor's Parcel Numbers: 002-210-48, 002-221-27, 002-221-28, 002-221-30, 002-221-51, 002-221-52, 002-222-01. Primary arterial access to the Project site is from N. Main Street, Town and Country Road, and Broadway, which provide access to 1-5 and SR-22. A four -lane perimeter access road, Main Place Drive, serves as a ring road around the north, west, and south sides of the existing MainPlace Mall and its parking areas, and connects to the surrounding street system in four locations. In addition, South Bedford Road is a two- lane local roadway provides access to the northern portion of the site by connecting West La Veta Avenue and Main Place Drive. 2.2 EXISTING LAND USES The Project site has served as a shopping destination since 1958 when the area was known as the Santa Ana Fashion Square. In 1987, the majority of the Fashion Square was re -envisioned into what is currently MainPlace Mall. The total existing building area on the Project site is comprised of 1,130,000 square feet of commercial uses within an enclosed 2- to 3-story mall building. There are 4,882 parking spaces in 6 surface parking lots and three 2- to 3-story parking structures. See Figure 3, Existing Site Photos. The Project site has a General Plan land use designation of District Center. The existing zoning is General Commercial (C2), which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Land uses surrounding the Project site are predominantly comprised of large roadways, freeways, and commercial uses, with limited residential uses in the vicinity, as detailed below: North: The site is bordered by SR-22 on the north, with single-family residential and office uses beyond, in the City of Orange. South: The site is bordered by Main Place Drive on its southern edge, that is developed with an office building, hotel, restaurant, and other commercial uses. 13 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR The Discovery Science Center is located approximately 800 feet to the south. The area is zoned for professional office uses (Specific Development No. SD65). East: The site is bordered by Main Street on its eastern edge with mixed use zoning (Specific Development No. 59) and commercial and multi -family uses in the City of Orange beyond. West: The site is bordered by 1-5 on the west, with single-family residential uses beyond. 14 !' _ 57 r � �- 5Al e P'"Ti 77, !lam _ - f • 1 1 1, w ■ w�i 1r1r i ' I _ � • �I City of Orange \\l t 1 Lli _. e- 2 � , r �---r--�17--- w - - - - - - - Project Area City of Santa Ana 4v4 � 4_ � s City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. Me Existing Site Configuration AVRIMFRY EXISTING MALL ENTRANCE A SECONDARY EXISTING MALL ENTRFNICE 9 es EXISTING MAIN PLACE MALL MACY'S ' H////H/HHlHHHH i o: MalnPlace Mall Transformation Project EIR Addendum Figure 2 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. M Existing Site Photos L F:- L W, Source: MainPlace Specific Plan May 2019 MainPlace Mall Transformation Project Figure 3 EIRAddendum City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 20 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 3 PROJECT DESCRIPTION 3.1 PROJECT OBJECTIVES The goals and objectives for the MainPlace Mall Transformation Project are to: • Provide a plan that allows for the revitalization of MainPlace mall, adapting to changing market conditions, and providing economic benefits to the City. • Provide a long-term development plan that encourages and facilitates new land uses of high quality and design. • Create an urban village that serves as a regional anchor to the area and draws upon the vibrancy of established neighborhoods, businesses, and community amenities nearby, including Park Santiago, Children's Hospital of Orange County (CHOC), St. Joseph Hospital of Orange, Santiago Park and Creek, Main Street, the Discovery Science Center, and more; • Integrate the Project into the established urban fabric with established neighborhoods in the immediate vicinity; • Provide a mixture of land uses that reduce vehicle miles traveled through internal capture of trips and carry out the intent of the City's Climate Action Plan. • Provide a plan that facilitates private investment in the development of the Project site. Provide flexibility in development while achieving community goals. Provide a development that is consistent with the District Center land use designation of the General Plan by providing residential uses in a mixed -use setting. Create employment opportunities. Provide a mixture of high -quality housing and ground level commercial uses along Main Street. • Provide a circulation system responsive to the needs of vehicular, bicycle, and pedestrian travel. • Provide landscaping appropriate to the level of development and sensitive to surrounding uses. • Provide architecture which responds to and enhances the property with timeless architectural style. • Provide a visually harmonious development as viewed both internally and externally. • Provide a project that has an architectural language promoting the varied uses while working with the contextual and regional vernacular of Southern California. 21 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Provide adequate parking including a shared parking program. 3.2 PROJECT CHARACTERISTICS The Project site is currently developed with 1,130,000 square feet of commercial uses within an enclosed mall building. There are 4,882 parking spaces in surface parking lots and 3 parking structures. In addition, the site is currently entitled for the following additional development (i.e. entitled, but not yet constructed, development): 379,255 square feet of additional commercial space; 1,500,000 square feet of office space; and 400 hotel rooms. Proposed Modifications to the Land Use Program The Project proposes adoption of a Specific Plan that would modify the existing land use entitlements for the site by reducing the total commercial, office, and hotel uses and adding residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use by providing residential uses in a mixed -use setting. Buildout of the proposed Project includes the following: 270,000 square feet of commercial (bringing the total commercial development to 1,400,000 square feet, reduced from the currently entitled 1,509,255 square feet); • Development of up to 750,000 square feet of new office uses, generally facing Main Street, reduced from the currently entitled 1,500,000 square feet; • Development of up to 400 hotel rooms, consistent with the current entitlements; • Development of up to 1,900 residential units; • Provision of an urban park -like gathering space; and • Vacation of a portion of Main Place Drive between Bedford Road and Main Street, replacing it with a private drive. Table 1 provides a comparison of the Originally Approved Plan, the Current Entitlements, and the change that would result from the proposed Project. 22 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table 1: Summary of Existing, Approved, and Proposed Land Uses Difference Buildout of Buildout from Currently the Originally Buildout of of the Entitled Existing Approved the Current Proposed (Proposed Land Use Development Plan Entitlements Project Modifications) Commercial (sf) 1,130,000 1,600,000 1,509,255 1,400,000 (109,255) Office (sf) 0 1,500,000 1,500,000 750,000 (750,000) Hotel (rooms) 0 1,200 400 400 0 Residential (du) 0 0 0 1,900 1,900 sf = square feet; du = dwelling units As shown in Table 1, the proposed Project would result in total reduction of permitted commercial and office space by 859,255 square feet and the additional development of up to 1,900 residential units at buildout of the site. To accomplish this, the Specific Plan divides the Project site into ten planning areas/parcels, as shown in Figure 4, Land Use Plan. Development Standards The MainPlace Specific Plan establishes development standards that would control all subsequent development on the site. The development standards identify the following permitted and conditionally permitted uses on the site: Permitted Uses: Commercial/retail and service uses Office uses • Commercial recreation • Gymnasiums and fitness clubs • Hotels • Restaurants • Theaters and Cinemas • Performing/cultural arts venues • Daycare centers for minors • Museums and science centers • Municipal uses • Multifamily apartments or condominiums • Showrooms • Structured and surface parking • Incidental support commercial uses within an office building • Utilities and wireless communication facilities 23 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR • Storage facilities • Other uses determined by the Planning and Building Executive Director to be similar in character to the Permitted uses Conditionally Permitted Uses: • Alcohol sales • Food vending vehicles • Live entertainment venues • Pushcarts/kiosks (outdoor) • Temporary outdoor activities (per Municipal Code Section 41-195.5) • Major wireless communication facilities The Specific Plan's development standards also control floor area ratio, height, and setbacks and establish the following standards, applicable to all land uses, provided in Table 2. Table 2: Development Standards Floor Area Ratio FAR Maximum 2.1 1 Density 90 dwelling units/acre 1 Lot Width/Depth minimum None Arterial Street Setback Main Street 15 Feet Local Street Setback Main Place Drive 15 feet Distance between buildings As required by existing building code Building height (maximum): Mixed use structure 10 stories except 20 stories permitted fronting Main Street Residential structure 10 stories, except 20 stories permitted fronting Main Street Hotel or office structure 12 stories except 20 stories permitted fronting Main Street Parking structure 6 levels above grade (not including grade level or subterranean levels) when exposed to view Residential open space/amenity space (minimum) Minimum 200 square feet/dwelling unit common and private space 2 of combined Overall Project landscape area 15 percent of each planning area 1. Averaged across the entire Specific Plan area. 2. Common open space may include courtyards, pool/spa decks, roof decks etc. Design Guidelines The MainPlace Specific Plan also includes design guidelines, which would provide direction for project design, options and techniques to be implemented by property owners, developers, architects, and others tasked with implementing the Project. These design guidelines address site planning, architecture, parking lot design, parking structure design, and signage. 24 Land Use Plan LEGEND —••— Project Boundary AMOM ---- Parcel Line Commercial Core Mixed -Use i PARCEL 7 M Source: Main Place Specific Plan May 2019 PARCEL 10 ST t< zz N.A.P. PARCEL 4 PARCEL 6 PARCEL I' PARC 3 _AJ2 ��Rl'SOT�JJ ]�yL PARCEL 9 PARCEL 0 x 0' 60' 120' MainPlace Mall Transformation Project Figure 4 EIR Addendum City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. KPI City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Design Features As included in the Specific Plan Development Regulations Section 3.1.4(B), the Project would install air filtration systems with efficiencies equal to or exceeding a Minimum Efficiency Reporting Value (MERV) 13 (or equivalent system), as defined by the American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) Standard 52.2 for all residential units that face 1-5. The Project includes a minimum of 25 electric vehicle charging stations and would meet or exceed minimum California Building Code (CBC) requirements. Circulation Infrastructure Vehicular circulation utilized by the Project consists of the existing offsite public roadways, vacation of existing onsite public streets, and development of new onsite private drives. As part of the previous entitlements that were issued in 1983, the developer was required to make and/or fund a number of significant infrastructure improvements to accommodate the increase in traffic expected to be generated by buildout of the Originally Approved Plan as analyzed in the 1983 EIR. Figure 4, Land Use Plan. The following improvements to the existing transportation system are proposed as part of the Project: • Vacation of Main Place Drive, a public right-of-way, between Bedford Road and Main Street; • Realignment and resurfacing of the vacated segment of Main Place Drive between Bedford Road and Main Street as a private drive; • Construction of a traffic signal at the intersection of the realigned Main Place Drive and Bedford Road; • Provision of sidewalk and parkway on the Project -side of Main Place Drive; and Restriping and reconfiguration of lanes at the intersection of Main Place Drive and Bedford Road and restriping of Main Place Drive to accommodate an on - street bicycle lane between Bedford Road and Broadway. Restriping would result in two travel lanes and a center continuous lane. The circulation components of the Specific Plan are show in Figure 5, Circulation Plan and Figure 6, Cross Sections. Parking Existing MainPlace Mall is surrounded by both surface and structured parking, that provides a total of 4,885 parking spaces, based on parking ratios established as part of past entitlements. The site is presently overparked and much of the parking lot area remains unused. 27 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR As development projects are submitted to the City, a parking plan for each phase would be required to show provided parking for each use, and replacement parking when required to maintain minimum parking ratios. Individual residential projects would provide parking for tenants that is separated from commercial, hotel, or office parking. Residential visitor parking may be shared with parking provided for other uses, or on lots other than the residential development. In the buildout condition, the majority of parking within the Project would be provided in parking structures. As part of the Project's design, parking for office uses may be made available for commercial or special event parking after normal business hours, subject to a parking management program for shared parking. Water and Storm Drain Infrastructure Approximately 1,500 feet of water mains would be relocated to accommodate the development footprint and vacation of Main Place Drive. Figure 7, Conceptual Water Plan, shows the existing and proposed water system. Improvements to the storm drain system are limited to the following: • Re-routing of several existing storm drain lines into the private drives within the Specific Plan area from their present locations within future development sites. • Re-routing an existing storm drain around a future development site into Main Place Drive on the Specific Plan area's western edge. Figure 8, Conceptual Drainage Plan, shows the existing and proposed drainage system, as well as the drainage areas of the site and the water quality features to which they drain. In addition, several franchise utilities and onsite private utilities would also be relocated and extended to accommodate the development footprint and vacation of Main Place Drive. Sewer Infrastructure The majority of the existing sewer system would remain in place, however some wastewater infrastructure would be relocated or extended to accommodate the proposed Project, including: • Existing public sewer within Main Place Drive between Main Street and Bedford would be vacated and realigned, and the existing sewer lines which connect to it would be abandoned. • Existing sewer lines would be removed and realigned on both the east and west frontages of the mall building. • A new lateral would be constructed in Main Place Drive to connect to the City sewe r. The existing and proposed sewer system is shown on Figure 9, Conceptual Sewer Plan. 9.1 Circulation Plan LEGEND Roadway Classifcations ■ ■ Project Boundary — - - — Parcel Line Public Major Arterial Public Secondary Arterial Public Local Street Private Drive Aisle Private Drive Aisle* Entryway Classifications OPrimary Entrance oSecondary Entrance Proposed Signal Existing Signal Existing private driv aisle may be cony ted to a pedestrian z ne as part of the implementing project in this location. N BROADWAY i MACY'S 0 io �e Source: MainPlace Specific Plan May 2019 IG, BPI 1'D Wo z 0 0' 60' 120' —r MainPlace Mall Transformation Project Figure 5 EIR Addendum City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 30 Cross Section NIVM -3415 _AVM n )18Vd N LU w `1 Q m J J W W a a W �z CN w zz (-4J W � v� r,4LU N � J za Q Q U z -- --- Source: MainPlace Specific Plan May 2019 MainPlace Mall Transformation Project EIR Addendum W o Q on V ° W }' J V ro J la a z ° am �E O Figure 6 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 32 Conceptual Water Plan LEGEND Project Boundary Parcel Line Proposed Water Existing Water Proposed Fire Water Existing Fire Water N BROADWAY Source: MainPlace Specific Plan May 2019 'gf$RD ROAD - 0' 60' 120' MainPlace Mall Transformation Project Figure 7 EIR Addendum City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 34 Conceptual Drainage Plan LEGEND • • — Project Boundary ---- Parcel Line ■w i■ Proposed Storm Drain Existing Storm Drain Drainage Areas Proposed BMP Location to Caltran ' U I I I , I � I I /I � I /I I to Caltrans --- ..:. I' 51 51 II ,, I I I � � I I � I I At-- - - 11 i I � I ' I 'f$RD ROAD N BROADWAY � - I MACTS � III -- 1I ... I I _ _---�------------- ZZ / III A-L�- I � I tiagoCr ------------ ------------ _ - - - - - - - - - - - - - - - - - - - ,_- -- ql4 I Source: MainPlace Specific Plan May 2019 z O 2 0' 60' 120' MainPlace Mall Transformation Project Figure 8 EIR Addendum City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. IN Conceptual Sewer Plan LEGEND OMEN MENOW Project Boundary Parcel Line Proposed Sewer Existing Sewer N BROADWAY 0' 60' 120' Source: MainPlace Specific Plan May 2019 MainPlace Mall Transformation Project Figure 9 EIR Addendum City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Landscape and Open Space Plan Open space within the Specific Plan area would be comprised of open and amenity space types consistent with an urban setting. Residential or hotel projects would include private common open space amenities for their users, such as pools/spas, courtyards, roof decks or gardens, fitness centers, and business centers. Residential uses would include a combination of private open space (patios or balconies) and common open space. Landscaped pedestrian zones would be provided on all internal streets. Publicly accessible open space would consist of landscaped building entries to commercial and residential buildings, pedestrian connections, and a planned urban gathering space/plaza on the eastern edge of the existing mall building (Parcel 6). This urban open space may incorporate elements such as seating, performance spaces, kiosks, water features, shade structures, and shade plantings. Figure 10, Conceptual Open Space shows the proposed publicly accessible open space areas within the Specific Plan. A conceptual Landscape Plan has also been developed for the Specific Plan area in order to define specific planting zones: • Pedestrian Gathering (Common Open Space and Plazas) • Residential Open Space (Private Courtyards and Patios) • Gateway Nodes (Inviting Public Entries) • Streetscape (Interior Connections) • Perimeter Buffer (Curb Appeal) The Specific Plan includes landscape guidelines for publicly accessible spaces, private/amenity space, streetscape landscaping, and parking lot landscaping. Additionally, the Landscape Plan provides a sample plant palette of proposed trees, shrubs, groundcovers, and vines. Perimeter landscape treatments are proposed along Main Street and Main Place Drive along the boundaries of the Specific Plan area. These are areas that would be viewed most often from vehicles as visitors enter and exit the site and include a landscaped buffer. Construction and Phasing The Project is anticipated to be implemented in eight phases over a multi -year period based on market demand, as shown in Figure 11, Conceptual Phasing Plan. Total grading for the Project is estimated to require 350,000 cubic yards (cy) to 440,000 cy of soil. An export of soil is expected due to construction of parking structures and minor grade adjustments across the site. An import of soil is anticipated near the west side of the site to provide a level development area. 39 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 3.3 DISCRETIONARY APPROVALS To implement the MainPlace Mall Transformation Project, the applicant has applied for the discretionary entitlements below: Adoption of the MainPlace Specific Plan Approval of the Tentative Parcel Map Approval of vacation of Main Place Drive between Bedford Road and Main Street Approval of a Development Agreement outlining administrative requirements, ownership provisions, conditions, covenants and restrictions ("CC&Rs"), public accessibility, and other terms that would not result in physical improvements or development beyond that contemplated and described in the Specific Plan. In addition, Project development would require ministerial approvals, including the following: Issuance of demolition permit Issuance of construction permits, including buildings, streets, utilities, grading, roadway improvements, etc. Approval of development plans as they are submitted As part of the MainPlace Mall Transformation Project, approvals by other agencies are anticipated to include, but are not limited to: Santa Ana Regional Water Quality Control Board: National Pollution Discharge Elimination System (NPDES) permit; issuance of waste discharge requirements; construction stormwater runoff permit. Orange County Fire Authority: Plan check for building plan review and emergency access .e] Conceptual Open Space Plan LEGEND --_ -- ---- Project Boundary�- ---- Parcel Line PubliclY AccessibleRX ' = Open Space* Publicly accessible open space may ' include plazas, walkways, pedestrian zones, gathering spaces, play areas, and I I other types of open space not intended to be private amenities. N BROADWAY Source: MainPlace Specific Plan May 2019 I � ' I j I I I I I � I I I ' II ,tea I I I I p '_ F$RD ROAD - I MACY's ' IIII - I I I N.A.P. I,. ' ' _--�►- - III - - - - - - - - - - - - - - - - - - - I Z O 2 0' 60' 12 0' MainPlace Mall Transformation Project Figure 10 EIR Addendum City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. N BROADWAY Conceptual Phasing Plan I PHASE 1 � PARCEL 7 � PARCEL 6 PHASE 3 PARCEL 8 ' t PHASE 1PARCEL 10 owe PHASE 1 PHASE 3 I PARCEL 5 PARCEL 9 I II I -- -- - - I D ROAD Trr- so r- _ _ _ MACTS II III = II PHASE 1 PHASE 1 1 PARCEL 3 PARCEL 1 _ , I II I a I III I N.A.P. - I PHASE 2 ' PHASE 2 III PARCEL r PHASE 2 j PARCEL 3 PARCEL / -- - �l- - - - - - -- � —°°g v, � � �— .: stir .tir .tir .tir stir stir stir stir ql4 I Source: MainPlace Specific Plan May 2019 z 0 0' 60' 120' MainPlace Mall Transformation Project EIR Addendum Figure 11 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR 4 EVALUATION OF ENVIRONMENTAL IMPACTS The evaluation of environmental impacts in this addendum summarizes conclusions made in the 1983 EIR and in the 1996 Addendum and compares them to the impacts of the proposed MainPlace Mall Transformation Project. Mitigation measures referenced are from the Mitigation Monitoring Program adopted as part of the 1983 EIR and are described as either being previously implemented, applicable to the proposed Project, or no longer applicable. This comparative analysis has been undertaken pursuant to the provisions of CEQA and the State CEQA Guidelines, to provide the factual basis for determining whether any of the Proposed Modifications, any changes in the circumstances surrounding the Project, or any new information that has come to light that permits or requires the preparation of a subsequent or supplemental EIR. The analysis herein follows the outline and format, and applies the impact thresholds of, the 1983 EIR, as required by CEQA. (Citizens Against Airport Pollution v. City of San Jose (2014) 227 Cal.App.4th 788.) As discussed in further detail in Section 1.2 Environmental Procedures of this Addendum, pursuant to Public Resources Code section 21166 and State CEQA Guidelines section 15162, when an EIR has been previously certified for a project, no subsequent or supplemental EIR shall be prepared for the project unless the lead agency determines that one or more of the following three conditions are met: changes in the proposed project result in new or substantially more severe impacts than were disclosed in the previous EIR; changes in the circumstances surrounding the project result in new or substantially more severe impacts than were disclosed in the previous EIR; or new information has come to light showing that new or substantially more severe impacts than were disclosed in the previous EIR will occur. Determination Terminology Used For each environmental topic, a determination of the level of significance of the impact is provided, which are organized into the following categories: Substantial Change in Project or Circumstances Resulting in New Significant Effects. A Subsequent EIR is required when 1) substantial project changes are proposed or substantial changes to the circumstances under which the project is undertaken have occured, and 2) those changes result in new significant environmental effects or a substantial increase in the severity of previously identified significant effects.' New Information Showing Substantially More Severe Significant Effects than Previous EIR. A Subsequent EIR is required if new information of substantial importance, which was not known and could not have been known with the exercise of 1 CEQA Guidelines. California Code of Regulations (CCR), Title 14, Division 6, Chapter 3, § 15162, as amended. 45 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR reasonable diligence at the time the EIR was certified, shows 1) the project will have one or more significant effects not discussed in the EIR; or 2) significant effects previously examined will be substantially more severe than shown in the EIR.z New Information Identifying New Mitigation or Alternative to Reduce Significant Effect is Declined. A Subsequent EIR is required if new information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the EIR was certified, shows mitigation measures or alternatives previously found not to be feasible would in fact be feasible (or new mitigation measures or alternatives are considerably different) and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative.3 Minor Technical Changes or Additions. An Addendum to the EIR is required if only minor technical changes or additions are necessary and none of the criteria for a subsequent EIR is met.4 No New Impact. A designation of no new impact is given when the proposed project would have no changes in the environment as compared to the original project analyzed in the EIR. 2 CEQA Guidelines. § 15162. s CEQA Guidelines. § 15162. 4 CEQA Guidelines. § 15164. .p City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5 ENVIRONMENTAL ANALYSIS This section briefly summarizes the conclusions of the 1983 EIR, the 1996 Addendum, and later discusses whether or not the proposed MainPlace Mall Transformation Project is consistent with the previous findings within these CEQA documents, or if further analysis is required in a subsequent EIR. The mitigation measures from the 1983 EIR include measures that are not applicable to the proposed MainPlace Mall Transformation Project, require modifications to reflect the current status of development at the Project site, or have been implemented and do not need to be carried forward. The 1996 Addendum did not identify any additional mitigation measures. The 1983 EIR mitigation measures are listed after each topical section. Where any clarifications to the 1983 EIR mitigation measures are necessary s;'.ikeewt tam is used to show deleted wording and underline text is used to show wording that has been added. 5.1 LAND USE Summary of Impacts Identified in the 1983 EIR The 1983 EIR described that implementation of the Originally Approved Plan would require some of the tenants to relocate and included Mitigation Measure 5.1-1(b) to provide relocation assistance. However, the Originally Approved Plan was found to meet the intent of the Mixed -Use Corridor and provide important employment and shopping needs. The 1983 EIR described that the Originally Approved Plan would upgrade and recycle the commercial uses on the site and promote the Main Street corridor with higher density mixed -use development, which would revitalize and restore the economic, social, and physical health of the area. The 1983 EIR also described that the Originally Approved Plan would integrate land uses, pedestrian walkways, open space, and building configurations with key transit routes and bus stops located along Main Street. The 1983 EIR includes Mitigation Measure 5.1-1(a) to provide landscaping to buffer the site from surrounding residential areas; and Mitigation Measure 5.1-1(d) to require that the Project site be developed through a specific plan process. The 1983 EIR described that the Originally Approved Plan would result in a ratio of 1.9 parking spaces per 1,000 square feet of gross floor area, which was below the 1983 City standard of 3 parking spaces per 1,000 spare feet of gross floor area. The 1983 EIR determined that this would result in the 116,900 square foot building located at 2700 Main Street having a shortage of parking spaces. Therefore, the 1983 EIR included Mitigation Measure 5.1-1(c) that required for the provision of land for additional off-street parking and determined that unless agreements for additional off-street parking were provided, the Originally Approved Plan would result in inadequate off- street parking that would be a significant environmental effect. 47 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described that the then requested entitlements were within the approved square footage for the existing commercial shopping complex and are consistent with the current land use. Thus, it concludes no land use impacts would result. The 1996 Addendum stated that City standards for parking are based on requirements for strip mall developments, which have considerably different parking needs than a regional shopping mall. It also stated that a variance would be required to reduce the required parking. The City determined that some parking crowding may occur during the Christmas holiday season, but that no other parking crowding is anticipated, and the impact was determined to be less than significant. Impacts Associated with the Proposed Project No New Impact General Plan Consistency The proposed Project would adjust the land use at buildout of the Project site by reducing commercial and office space and including residential units. The site is currently designated by the City's General Plan as the MainPlace District Center. The General Plan describes that District Centers are to serve as anchors to the City's commercial corridors and accommodate major development activity. The MainPlace District Center is a mixed -use designation identified in the General Plan as including a "regional shopping center and office complex, as well as high -intensity housing and mixed -use development" (Land Use Element, page A-22). Table A-2 of the General Plan identifies that the MainPlace District Center designation allows a Floor Area Ratio (FAR) of 2.1. The General Plan provides that the FAR should be calculated on an area -wide basis rather than on a per -lot basis. In addition, District Centers are allowed up to 90 dwelling units per acre for residential uses. The MainPlace District Center designation would allow up to 4,486,074 square feet of mixed uses, inclusive of residential uses, based on the maximum FAR of 2.1 over the 49-acre site. As proposed, the Project would result in a District -wide FAR of 2.08 with a density of 39 dwelling units per acre, which is within the maximum allowed by the General Plan MainPlace District Center designation. Thus, the proposed Project would not result in impacts related to the General Plan land use designation of the Project site. No new impact would occur. Zoning Consistency The existing zoning for the Project site is Commercial (C2), which includes a range of commercial uses, as well as all of the uses allowed in the C1 zone. As described above, 1983 EIR Mitigation Measure MM 5.1-1(d) requires that development of the Project site occur through a specific plan process that would provide information on how City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR development would incorporate pedestrian walkways, building configurations, and open space within key transit routes. The proposed MainPlace Specific Plan incorporates pedestrian walkways, building configurations, and open space within key circulation routes that include vehicular, pedestrian, bicycle, and transit facilities. As described in the Project Description, the Project includes improvements to existing onsite roadways, provision of a sidewalk on Main Place Drive, and bicycle parking would be provided adjacent to the new buildings on the Project site. In addition, the onsite pedestrian sidewalks and pathways would provide access to the existing bus stop on Main Street at the Project frontage. The Orange County Transit Agency (OCTA) has 3 bus lines on Main Street, including local routes 53, 53x, and 83, and Metrolink Stationlink Route 453. Thus, the Project would be consistent with, and would implement, 1983 EIR Mitigation Measure MM 5.1-1(d). With implementation of Mitigation Measure MM 5.1-1(d), impacts would be less than significant. The proposed MainPlace Specific Plan would become the zoning for the property with approval of the proposed Project. The Specific Plan includes a development plan, development regulations that include performance standards, and design guidelines, which would guide the future development within the Project site. Implementation of the proposed Specific Plan through the City permitting process, would ensure that the development plan and its performance standards are met, and impacts related to zoning consistency would be less than significant. No new impact would occur. Parking The existing MainPlace Mall is surrounded by both surface and structured parking. A total of 4,882 parking spaces are present in the existing condition, based on parking ratios established as part of past entitlements. Of these existing parking spaces, 2,942 are provided in the 3 onsite parking structures. The proposed MainPlace Specific Plan includes parking standards, which have been specifically designed to accommodate the mixed -use Project and the range of vehicular trips that are anticipated to occur and are not applicable to other projects. The proposed parking facilities would be shared amongst the various onsite uses, and would include parking spaces at the following ratios: Commercial uses: 3.5 spaces per 1,000 square feet • Residential Uses: 1.5 spaces per unit, plus 0.15 spaces per unit for guest parking • Hotel: 1.1 space per room • Office: 3 spaces per 1,000 square feet As individual development projects implementing the Specific Plan are submitted to the City, the Specific Plan requires that a parking plan be submitted to show the planned parking for each use, as well as replacement parking for parking spaces lost. Individual residential projects would provide parking for tenants that are separated from commercial, hotel, or office parking. Residential visitor parking may be shared with E City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR parking provided for other uses, or on lots other than the residential development. As part of the Project's design, parking for office uses may be made available for commercial or special event parking after normal business hours, subject to a parking management program for such shared parking. In addition, the Specific Plan states that parking lot designs shall facilitate easy movement in and out of the Project site. The Specific Plan anticipates that in the built -out condition, the majority of parking would be in parking structures. With implementation of the proposed Specific Plan, parking standards and City approval of parking plans for each development within the Project site, impacts related to parking would be less than significant. The 1983 EIR included Mitigation Measure 5.1-1(c) that required the provision of land for additional off-street parking for the 2700 Main Street office building to ensure adequate parking for that parcel. This measure is no longer applicable because the 2700 Main Street office building has since been redeveloped and adequate surface parking on the parcel currently exists, which would not be impacted by the proposed Project. Therefore, no additional off-street parking is required to be provided for the 2700 Main Street off -site property. No new impact would occur. Landscaping As described previously, the 1983 EIR includes Mitigation Measure 5.1-1(a) to provide landscaping to buffer the site from surrounding residential areas. This mitigation measure would be implemented for the proposed Project. In addition, as provided in the Project Description, the Project includes perimeter landscape treatments along the boundaries of the site. The Specific Plan's Design Guidelines include specific provisions related to landscape buffers, including the following: DG - 218 Parking lots should be separated from the street frontage by a landscape buffer to reduce visual impacts. DG - 244 The landscaped buffer strip shall have a minimum of one 24-inch box canopy tree per 25 lineal feet. The trees can be placed in groups in order to achieve a particular design. Also, the Specific Plan Project Development Standards provides for a minimum of 15- foot setbacks from roadways to provide for buffering from the adjacent roadways and separation from offsite land uses. The nearest residential uses to the Project site include: single-family residences located approximately 300 feet north of the site, multi- family residences approximately 300 feet east of the site (across Main Street and behind retail uses). Other single-family residences are located across SR-22 and 1-5, approximately 300 feet north and 450 feet southwest, respectively. Therefore, no new impact would occur. Tenants The 1983 EIR also included Mitigation Measure 5.1-1(b) to provide tenant relocation assistance. However, this measure is no longer applicable because it addressed the displacement of tenants and policies of the prior Santa Ana Redevelopment Agency. The existing tenants on the Project site occupy space under lease agreements, and the 50 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR change of commercial tenant space during implementation of the Project is not an environmental issue under CEQA. Further, no tenants are anticipated to be displaced by construction of the Project. Thus, Mitigation Measure 5.1-1(b) is not applicable to the proposed Project. Conclusion for Land Use No new or substantially greater land use impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or the 1996 Addendum. The proposed Project would result in fewer land use impacts than those identified in 1983 EIR and similar less than significant impacts to those cited in the 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that trigger the need to prepare a subsequent or supplemental EIR, or other environmental document to evaluate Project impacts or mitigation measures exist regarding land use. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures The mitigation measures from the 1983 EIR are listed below. Explanations are provided as to the status and applicability of each. MM 5.1-1(a) The Project should be landscaped similar to or more extensive than the existing landscaping in order to buffer the development from surrounding residential areas as much as possible. [Status: Continuing applicability to this Project] MM5.1-1(b) All tenants displaced by the Project will be provided assistance in accordance with State law and Santa Ana Redevelopment Agency policies. [Status: Completed/not applicable to this Project] MM5.1-1(c) The Agency and the Project Participants should offer KLST [the former property owner of the 2700 Main Street parcel] land (including the Agency owned land to the south of the Fidelity Savings Building and a portion of the Project site in the near vicinity at fair market value (or fair rent, if a lease arrangement is preferred) in trade-off against the acquisition of Sales Parcels 3 and 5. The land area so offered should be sufficient to 51 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR allow a total of at least 351 parking spaces serving the Fidelity Savings building assuming a maximum permitted amount of small car spaces, with the Agency and/or Project Participants bearing any necessary design and installation costs. [Status: Completed/not applicable to this Project] MM 5.1-1(d) Ultimate development of the Project site should occur through the specific plan process. The specific plan should provide information on how the Project would incorporate pedestrian walkways, building configurations, and open space with key transit routes. [Status: Continuing applicability to this Project] As discussed above, 1983 Mitigation Measure 5.1-1(b) is no longer applicable because it addressed the displacement of tenants and policies of the prior Santa Ana Redevelopment Agency. The existing tenants on the Project site occupy space under lease agreements, and the change of commercial tenant space during implementation of the Project is not an environmental issue under CEQA. Also as discussed above, 1983 Mitigation Measure 5.1-1(c) is no longer applicable because the 2700 Main Street office building has been redeveloped and adequate surface parking on the parcel currently exists, which would not be impacted by the proposed Project. Therefore, no additional off-street parking is required to be provided for the 2700 Main Street off -site property. No new impact would occur. The 1983 Mitigation Measures 5.1-1(a) and 5.1-1(d) remain in effect and shall be applied to the proposed Project. With implementation of these measures, and implementation of the development standards and design guidelines of the Specific Plan, no new impacts would occur. 52 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.2 SOILS AND GEOLOGY Summary of Impacts Identified in the 1983 EIR The 1983 EIR described that onsite soils consist of artificial fill that overlies alluvial deposits that consist of compact to dense, fine to course sands and gravels. The 1983 EIR determined that no soils or geologic constraints were anticipated and that proper engineering techniques through the City's standard permitting process would reduce any potential impacts to a less than significant level. The 1983 EIR did not include any mitigation related to soils and geology and determined that no cumulative effects related to soils and geology would occur. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum determined that no soils or geologic constraints have been identified and that the development of new structures on the Project site would not result in any adverse soils or geologic impacts. No mitigation was required. Impacts Associated with the Proposed a Project No New Impact: A geotechnical exploration and seismic hazards review study was completed for the proposed Project, as prepared by Leighton and Associates in 2019 (Geo 2019) and included as Appendix B. Fault Rupture and Seismic Shaking The seismic hazards review study states that there are no known active faults within or adjacent to the Project site and that the site is not mapped within an Alquist-Priolo Earthquake Fault Zone (Geo 2019). The closest active fault to the site is the San Joaquin Hills blind thrust fault, which is 5.8 miles away. Thus, fault rupture would not occur on the Project site. However, the site could experience moderate to strong ground shaking from earthquakes along the major active and potentially active faults in the region. As a result, new structures in the City are required to be built in compliance with the California Building Code (CBC [California Code of Regulations, Title 24, Part 2]), as included in the City's Municipal Code as Chapter 8, Article 2, Division 1, which regulates all building and construction projects within the City and implements a minimum standard for building design and construction. The CBC includes specific requirements for seismic safety, excavation, foundations, retaining walls and site demolition. The Main Place Project's seismic hazards review study (Geo 2019) provides CBC seismic structural design criteria that are specific to the onsite soils and potential for seismic ground shaking and that apply specifically to excavation, recompaction, and foundation systems to occur on or be built on the Project site. Because the proposed Project would be required to be constructed in compliance with the CBC and the City's Municipal Code, verified through the City's plan check and permitting process, the proposed 53 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Project would result in a less than significant impact related to strong seismic ground shaking. No new impact would occur. Seismic -related Ground Failures and Liquefaction Regarding potential liquefaction, the Main Place Project's seismic hazards review study describes that the southernmost portion of the Project site is potentially susceptible to liquefaction, which could also result in lateral spreading since the site is slightly sloped (Geo 2019). This area generally coincides with an area with historically shallow groundwater between 30 and 40 feet below the ground surface (GEO 2019). In addition, layers of loose to moderately dense sandy soil that are susceptible to seismically - induced settlement exist in the subsurface across the site. Therefore, there is a potential for effects of localized seismically -induced settlement of structures and other improvements on the site (GEO 2019). However, as described previously, the CBC as implemented by the City's Municipal Code provides a minimum standard for building design and construction, and consistency with this standard would reduce the potential of seismic impacts including liquefaction, lateral spreading, and seismically induced settlement to a less than significant level. No new impact would occur. Expansive Soils Expansive soils contain significant amounts of clay particles that swell considerably when wetted and shrink with the loss of water. Foundations and structures constructed on these soils can be subject to uplifting forces caused by swelling, which could potentially result in the heaving and cracking of both building foundations and slabs -on - grade. The seismic hazards review study conducted expansion index testing of onsite soils, which identified that the near -surface site soils exhibit low expansion potential. However, clayey soils exist at the site that could be expansive when subject to change in moisture. The seismic hazards review study determined that implementation of standard engineering and earthwork construction practices, such as proper foundation design and proper moisture conditioning of earthen fills, would reduce the impacts associated with expansive soils to tolerable levels (GEO 2019). Because the Project would be required to comply with the CBC as included in Municipal Code Chapter 8, Article 2, Division 1 through the City's construction permitting process, impacts related to expansive soils would also be reduced to a less than significant level. No new impact would occur. Subsidence Regional ground subsidence generally occurs due to rapid and intensive removal of subterranean fluids, typically water or oil. It is generally attributed to the consolidation of sediments as the fluid in the sediment is removed. The total load of the soils in partially or fully saturated deposits is born by their granular structure and the fluid. When the fluid is removed, the load is born by the sediment alone and it settles. No reports on regional subsidence due to fluid removal have documented subsidence in the site vicinity, and the Project would not involve the removal of water or oil at the site, making the potential for ground subsidence related to fluid removal is not a geologic 54 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR hazard. According to the City of Santa Ana's General Plan Seismic Safety Element, portions of the Project site are located within an area delineated as having a potential for regional subsidence due to seismically -induced settlement of loose and sandy soil. However, as previously discussed, the potential effects relating to seismically -induced settlement can be reduced by following implementation of CBC required engineering practices that are verified during the City's permitting process. Thus, impacts related to subsidence would be less than significant. No new impact would occur. Landslides, Slope Instability, Seiche, Tsunami The State of California Seismic Hazard Zones Map for the Orange Quadrangle does not identify the site as being potentially susceptible to seismically induced landslides. Also, the site is relatively flat, and no landslides are mapped or known to exist at or within the vicinity of the Project site. Therefore, seismically -induced landslides and slope instability are not considered a hazard for the site. In addition, based on the inland location of the Project site and the lack of large enclosed water bodies nearby, seiche and tsunami risks are not considered seismic hazards for the site (GEO 2019). No new impact would occur. Paleontological Resources The native soils at the Project site are Quaternary -age, non -marine young alluvial fan deposits, comprised of varying proportions of sand, gravel, silt, and clay deposited by the Santa Ana River and its tributaries (Geo 2019). Quaternary alluvial materials in Orange County are assigned a low paleontological resource sensitivity due to their relatively recent age (Eisentraut and Cooper 2002). In addition, because the Project site has been extensively disturbed no fossil resources are anticipated to be located onsite. As a result, potential impacts related to paleontological resources would also be less than significant. No new impact would occur. Conclusion for Soils and Geology Consistent with the determinations of the 1983 EIR and 1996 Addendum, proper engineering techniques enforced through the City's standard permitting process would reduce any potential impacts related to soils and geology from implementation of the proposed Project. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR. The proposed Project is consistent with the impacts identified in 1983 EIR and 1996 Addendum and the level of impact (less than significant impact) remains unchanged. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding soils and geology. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the 55 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures No mitigation measures related to soils and geology were included in the 1983 EIR and none are required for the proposed Project, as impacts would remain less than significant through application of the City's standard permitting processes. REP City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.3 HYDROLOGY Summary of Impacts Identified in the 1983 EIR The 1983 EIR described the site as basically flat, and almost entirely covered with buildings and parking lots. The EIR describes that runoff from the site drains in a southwesterly direction to a 36-inch storm drain in Arnett Drive, which discharges to Santiago Creek. In addition, a 42-inch storm drain in Main Street discharges into Santiago Creek. Also, the northwestern portion of the site drains to an open channel within the Caltrans right-of-way. The 1983 EIR determined that redevelopment of the site would not result in a significant amount of additional drainage and that the existing drainage facilities would be adequate to accommodate the Originally Approved Plan. Overall, the 1983 EIR determined that impacts would be less than significant, and no mitigation measures were required. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described that incorporation of new structures and parking areas would not result in increased amounts of runoff and that the existing drainage facilities would be adequate to serve the site modifications. No mitigation was required. Impacts Associated with the Proposed Project No New Impact. A Preliminary Hydrology and Hydraulics Study and a Water Quality Management Plan (WQMP 2019) were prepared for the proposed Project by Kimley Horn in 2019 and are included as Appendix C. Construction Construction of the Project would require activities such as demolition of existing structures, parking areas, and subterranean infrastructure; excavation, construction of new structures, and landscaping activities that would expose and loosen sediment and could temporarily alter drainage on the Project site. Also, construction would require the use of heavy equipment and construction -related materials and chemicals, such as concrete, cement, asphalt, fuels, oils, antifreeze, transmission fluid, grease, solvents, and paints that could be accidentally spilled or improperly disposed of during construction. This could pollute surface waters or groundwater and result in impacts to water quality. However, the National Pollutant Discharge Elimination System (NPDES) Construction General Permit requires preparation and implementation of a Stormwater Pollution Prevention Plan (SWPPP) by a Qualified SWPPP Developer (QSD) for projects that would disturb greater than 1 acre of soil, such as the proposed Project. The SWPPP is required to include a site map, description of stormwater discharge activities, and site -specific BMPs that would be employed to prevent water pollution. The QSD-prepared SWPPP would address site -specific conditions related to construction, identify the sources of sediment and other pollutants that may affect the 57 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR quality of storm water discharges during construction, and describe the implementation and maintenance of erosion control and sediment control BMPs. Maintenance of erosion control and sediment control BMPs would be implemented to reduce or eliminate sediment, pollutants adhering to sediment, and other non -sediment pollutants in storm water, as well as non -storm water discharges during construction. In addition, a Qualified SWPPP Practitioner (QSP) would ensure compliance with the SWPPP through regular monitoring and visual inspections during construction activities. Construction BMPs that would be in place during storm events, as required by the Construction General Permit, would reduce the potential for stormwater to come into contact with pollutants and integrate pollutants into surface water. Common types of construction BMPs include: • Silt fencing, fiber rolls, gravel bags . Hydroseeding • Street sweeping and vacuuming . Material delivery and storage • Storm drain inlet protection . Stockpile management • Stabilized construction . Spill prevention and control entrance/exit . Solid waste management • Vehicle/equipment maintenance, . Concrete waste management cleaning, and fueling Compliance with the Construction General Permit and a SWPPP prepared by a Qualified SWPPP Developer and implemented and monitored by a Qualified SWPPP Practitioner would prevent construction -related impacts related to drainage and water quality. The SWPPP would be verified by the City's engineering department during the permitting approval process and compliance would be verified by the QSP. As a result, construction activities would not result in runoff that would exceed the capacity of the drainage system or provide substantial additional sources of polluted runoff, and impacts related to hydrology would be less than significant. No new impacts would occur. Operation The Project site is developed and largely impervious (92 percent) with some pervious landscaping areas (8 percent). The proposed Project would result in a 14 percent increase in pervious area on the site through the provision of new open space areas and new landscaping (WQMP 2019). With implementation of the Project, 22 percent of the site would be pervious, which would improve runoff infiltration over the existing condition. The Water Quality Management Plan (WQMP) for the site describes that the Project site is currently served by an existing storm drain system that ranges in size from 12-inches to 30-inches in diameter and discharges to the following different locations: 1) a 36-inch storm drain in Main Street at the intersection of Town and Country Road; 2) a 30-inch drain that crosses Main Place Drive and connects to the adjacent Caltrans drainage system; 3) an on -site storm drain system that surrounds the mall building and connects RE City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR to the adjacent Caltrans drainage system; and 4) the southwest parking lot drains to a catch basin that connects to the adjacent Caltrans drainage system. The proposed Project would not change the onsite drainage pattern and the existing storm drain infrastructure on the site would be utilized. The Project would also install catch basins that would be sized to accommodate the 100-year storm, and new inlets would tie into the existing storm drain lines as the site is developed. In addition, the Project includes an approximately 580 linear foot extension of the existing storm drain in Main Place Drive to connect to the existing storm drain. The connection points to the offsite drainage infrastructure would not be changed. In addition, as described by the WQMP prepared for the Project, the flow rate at the confluence points would not exceed the existing 100 year flow rate for each drainage area by more than 5 percent, which is consistent with the hydromodification criteria of the Orange County Technical Guidance Document for Water Quality Management Plans (WQMP 2019). Furthermore, the Specific Plan Design Guidelines include the following provisions related to stormwater quality: DG - 119 Design should incorporate stormwater remediation and other Low Impact Development (LID) techniques into the streetscape where feasible. Overall, the proposed Project would not result in an increase of stormwater and the existing drainage facilities would be adequate to accommodate the Project. The new on - site storm drainage facilities would convey the 85th percentile of a 24-hour storm event flows to catch basins, as required by Section 18-156 of the City's Municipal Code. With implementation of the existing regulations through the City's permitting process, impacts related to hydrology, drainage, and sources of polluted runoff would be reduced to a less than significant level. No new impacts would occur. Conclusion for Hydrology Consistent with the determinations of the 1983 EIR and 1996 Addendum, impacts related to hydrology from implementation of the proposed Project would be less than significant. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding hydrology. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or 59 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures No mitigation measures related to hydrology were included in the 1983 EIR and none are required for the proposed Project, as impacts would remain less than significant through compliance with NPDES requirements and implementation of the Specific Plan's design guidelines. .o] City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.4 BIOTA/BIOLOGICAL RESOURCES Summary of Impacts Identified in the 1983 EIR The 1983 EIR describes that the site is located in an urban environment and vegetation onsite and adjacent to the site consists of ornamental trees, shrubs, and grasses. The EIR describes that only small ground mammals that are tolerant of urban activities and birds that may use onsite trees for nesting and roosting places are able to survive onsite. The 1983 EIR describes that construction on the site would force any onsite birds or mammals to move to outlying areas, but that after construction is complete, and the site is re -landscaped, the urban wildlife would likely return. The 1983 EIR identifies one Mitigation Measure 5.4-1, which requires that the Project provide adequate landscaping onsite, and requires City review and approval of all landscaping plans. The 1983 EIR determined that no substantial adverse biological impacts would result from redevelopment of the site. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum describes that the site is entirely developed, and vegetation is comprised of introduced ornamental trees, shrubs and grasses. Consistent with the 1983 EIR, the 1996 Addendum states that no native vegetation exists onsite and that no impacts would occur from the proposed expansion. In addition, the Addendum describes that the City requires decorative landscaping as part of the final plan approval process. Impacts Associated with the Proposed Project No New Impact. Similar to the site conditions in 1983 and 1996, the Project site is developed and located within an urban environment. The Project site has no natural habitats onsite and no connectivity to natural habitats. Vegetation on the Project site is limited to ornamental vegetation, which includes trees, shrubs, and grasses. Urban wildlife species, including small mammals and birds, have the potential to exist within the landscaped areas on the site. No endangered, rare, threatened, or special status plant species (or associated habitats) or wildlife species designated by the U.S. Fish and Wildlife Service (USFWS), California Department of Fish and Wildlife (CDFW), or California Native Plant Society (CNPS) are known to occur on the site. Thus, none would be impacted by implementation of the proposed Project. No new impact would occur. As described in the 1983 EIR, any small urban mammals would move off the site at the commencement of construction. In addition, nesting birds that could utilize the ornamental trees onsite are protected by the federal Migratory Bird Treaty Act, which requires that nesting birds be protected and that trees with nesting birds not be removed until the fledglings have left the nest. Thus, impacts to small mammals and birds would 61 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR be less than significant from implementation of the Project as a result of compliance with existing law. Also, trees in the public right-of-way in Santa Ana are protected under Chapter 33, Article VII of the Municipal Code, which regulates the planting, maintenance, and removal of trees in public locations in the City. The Project site contains existing ornamental trees that are on private property and not subject to the City ordinance. Should any of the existing trees in the public right-of-way be removed and/or replaced as part of implementation of the Project, the City's permitting process would provide compliance with Chapter 33, Article VII of the Municipal Code. Therefore, implementation of the proposed Project would not conflict with local polices or ordinances protecting trees and no new impact would occur. As required by the 1983 EIR and 1996 Addendum, a landscape plan has been developed for the proposed Project that defines specific planting zones for various areas onsite. As buildings on the site are developed, the permitting process includes approval of specific landscape plans for landscaped buffers along roadways, between onsite buildings, and in parking lots. The proposed landscaping includes trees, shrubs, and ground covers that comply with the City's water efficient landscape, drip irrigation, and tree planting standards. No new impact would occur. Conclusion for Biota Consistent with the determinations of the 1983 EIR and 1996 Addendum, impacts related to biota from implementation of the proposed Project would be less than significant. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding biota. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures The mitigation measure from the 1983 EIR is listed below. Explanation is provided as to the status and applicability of the measure. Where clarifications are required, strike-:t te44 is used to show deleted wording and underline text is used to show wording that has been added. WE City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR MM 5.4-1 The PaFti Gird.. AgFee eRt . s the or. eGt PartiGi aRt + Applicant shall provide adequate landscaping on the site consistent with the landscape requirements of the Specific Plan and all City ordinances regulating landscaping. ^^^' „w^& f^r +h^ o^�,,,^ + A^^ ^„ +^ appreve The Planning and Building Agency Executive Director or designee shall be the review and approval authority for all preliminary and final landscaping plans submitted by the PaFtieipaat Applicant. [Status: Continuing applicability to this Project] 1983 Mitigation Measure 5.4-1 still applies to the proposed Project. However, because development of the Project is no longer subject to a Participation Agreement, clarifying revisions have been made. This revision does not change the intent or effect of the measure. No additional mitigation measures are required, as impacts would remain less than significant with implementation of Mitigation Measure 5.4-1 and given the site's current developed nature. 63 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. MI City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.5 ARCHAEOLOGY Summary of Impacts Identified in the 1983 EIR The 1983 EIR describes that an archaeological records search was conducted, which indicated that there are no recorded archaeological sites on the Project site and only one archaeological resource has been recorded within a two -kilometer radius of the site. The 1983 EIR determined that no impacts to archaeological resources would occur from redevelopment of the site and no mitigation measures were required. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum describes that the site is entirely developed, and no archaeological resources were recorded on the site. The EIR determined that no archaeological resources are anticipated to be present on the site and that no impacts to archaeological resources would occur. Impacts Associated with the Proposed Project No New Impact. Based on review of historic aerial photographs, the site was primarily utilized for agricultural purposes (citrus groves) with several residential structures associated with the agricultural land along Main Street in the eastern portion of the site between approximately 1938 and 1952 (Geo 2019). By approximately 1963, the site was developed with paved surface parking and access roads surrounding a centralized shopping mall, a large building in the southern portion of the site and a small building in the southwestern portion of the site. By approximately 1980, one of the parking structures was constructed in the western portion of the site. Between approximately 1980 and 1995, major redevelopment of the onsite structures occurred resulting in development to the site as it exists today (Geo 2019). All of the existing structures on the Project site are modern and no historic resources exist on the site. Because the proposed Project would remove modern structures and redevelop the site with new modern structures, impacts related to historic resources would not occur. As the site is developed, the onsite soils have been previously disturbed. The Geologic and Seismic Hazard Review Study (Geo 2019) describes that artificial fill materials are located onsite. The fill ranges from approximately 5 to 10.5 feet deep and generally consists of brown to dark brown, loose, or soft silty sand and clayey sand with trace amounts of construction debris. The fill materials are likely associated with the existing improvements and initial development of the site (Geo 2019). Due to the extent and depth of previous ground disturbances throughout the site, archaeological resources are not anticipated to be located onsite. Thus, potential impacts related to archaeological resources would be less than significant. No new impact would occur. The Project site is not in an area known for having, or suspected of having, tribal cultural resources or human remains. In the unlikely event that human remains are encountered during earth removal or disturbance activities, the California Health and 65 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Safety Code Section 7050.5 requires that disturbance of the site shall halt until the coroner has conducted an investigation into the circumstances, manner, and cause of any death, and the recommendations concerning the treatment and disposition of the human remains have been made to the person responsible for the excavation or to his or her authorized representative. The Coroner would also be contacted pursuant to Sections 5097.98 and 5097.99 of the Public Resources Code relative to Native American remains. Should the Coroner determine the human remains to be of Native American descent, the coroner must notify the Native American Heritage Commission (NAHC) within 24 hours. The NAHC would then be required to contact the most likely descendant of the deceased Native American, who would then serve as a consultant on how to proceed with treatment of the remains. Compliance with the established regulatory framework (i.e., California Health and Safety Code Section 7050.5 and Public Resources Code Section 5097.98) would provide that any potential impacts to human remains would be less than significant. No new impact would occur. Assembly Bill (AB) 52 (Chapter 532, Statutes of 2014) establishes a formal consultation process for California tribes as part of the CEQA process and equates significant impacts on "tribal cultural resources" with significant environmental impacts (Public Resources Code [PRC] § 21084.2). AB 52 requires that lead agencies undertaking CEQA review evaluate, just as they do for other historical and archeological resources, a project's potential impact to a tribal cultural resource. As described previously, the site has been highly disturbed and the potential for the Project to impact tribal cultural resources is less than significant. In addition, AB 52 requires that lead agencies, upon request of a California Native American tribe, begin consultation prior to the release of a negative declaration, mitigated negative declaration, or EIR for a project. AB 52 does not apply to a Notice of Exemption or Addendum. As this CEQA document is an Addendum, the AB 52 requirements are not applicable. Conclusion for Archaeology Consistent with the determinations of the 1983 EIR and 1996 Addendum, impacts related to archaeology from implementation of the proposed Project would be less than significant. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding archaeology. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures No mitigation measures related to archaeology were included in the 1983 EIR and none are required for the proposed Project. 67 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 9.1 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.6 TRAFFIC AND CIRCULATION Summary of Impacts Identified in the 1983 EIR The 1983 EIR included a traffic impact analysis that included an evaluation of the capacity of arterial streets and freeways that would be utilized by vehicular trips generated by the Originally Approved Plan. The analysis determined that buildout of the Originally Approved Plan would require the following specific roadway improvements to reduce traffic impacts from buildout of the site: 1. Contribute a one percent (1 %) assessment fee to the Joint City of Santa Ana and City of Orange Transportation System Improvement Program (TSIP) to fund needed transportation improvements in the area. 2. Provide funding for the construction of freeway ramps on the west side of Fashion Square to link the Santa Ana Freeway with a public road surrounding the Project. 3. Widen Main Street along the Fashion Square frontage to provide 4 southbound lanes and a 26-foot-wide median island to accommodate dual northbound left - turn lanes. 4. Construct a public roadway around the west side of the site from the intersection of Owens Drive (now Memory Lane)/North Broadway to the intersection of Main Street/Town and Country Road. 5A. Modify the intersection of the Mall Entrance at Main Street to accommodate two entry and exit lanes, a left -turn pocket, and left -turn phasing. 5B. Reconstruct the median island on Town and Country Road to provide a westbound left -turn lane. 6. Install traffic signals at the intersection of La Veta Avenue at Bedford Road and at the intersection of Bristol Avenue/La Veta Road at the SR-57 southbound off - ramp. 7. Develop and maintain a Transportation System Management (TSM) Program to maximize use of transit, ride -sharing and staggering of work hours. 8. Provide second -level access from a future transit station on Main Street to minimize at -grade pedestrian crossings of Main Street. However, the 1983 EIR determined that even with implementation of the improvements listed above, a significant impact on streets and freeways would result, and that full development of the site would require completion of other local street and freeway improvements to accommodate the traffic. After certification of the 1983 EIR, six of the eight mitigation measures listed above were implemented with construction of the approved structures. Mitigation Measure 5.6-2, which required the developer of the Mall to "[p]rovide funding for the construction of a pair of new freeway ramps on the west side of Fashion Square linking the Santa Ana Freeway with a public road surrounding the project' (the future Main Place Drive), was o; City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR determined to be infeasible. As a result, the measure was replaced with an obligation to contribute to the cost of other ramps then planned by Caltrans that included an off -ramp from southbound 1-5 to North Broadway and an on -ramp from Main Street to northbound 1-5, which were thereafter constructed. In addition, Mitigation Measure 5.6-3, which required Main Street to be widened to an eight -lane roadway, was superseded by the General Plan Circulation Element, which identifies Main Street as a 6-lane major arterial. During update of the General Plan Circulation Element in 1998, the City determined that widening of Main Street is not necessary to accommodate build out of the Original Project. Thus, all of the traffic improvements the Redevelopment Agency and City determined were necessary to accommodate the Original Project have already been implemented. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described that the expansion modifications are not anticipated to result in any additional significant impacts compared to those identified in the 1983 EIR. The 1996 Addendum determined that the mitigation measures identified in the 1983 EIR served to mitigate a much larger project than the 1996 proposed expansion and no additional mitigation measures were required. Impacts Associated with the Proposed Project No New Impact. To identify potential traffic and circulation impacts from implementation of the proposed Project, a Traffic Impact Study (TIS 2019) was prepared and is included as Appendix D. Specifically, the Traffic Impact Study considered whether reducing the buildout of the site by 859,255 square feet of commercial and office space, and adding to the buildout of the site 1,900 residential units, resulted in a new traffic impact, or a substantially more severe traffic impact, than was disclosed in the 1983 EIR. The analysis found that implementation of the proposed Project would result in fewer daily vehicular trips than build out of the existing land use entitlements for the Project site; and as a result, no new traffic impacts would occur from implementation of the proposed Project, as detailed below. Significance Thresholds The Level of Service (LOS) standard for peak hour intersection operations for the Cities of Santa Ana and Orange, and for Caltrans is LOS D; with the exception of Santa Ana intersections within a designated Major Development Area (MDA) where the LOS standard is LOS E. The acceptable LOS standard —and the definition of "deficient' LOS—for operations within the City of Santa Ana is adopted and established by the City of Santa Ana General Plan. For intersections under the jurisdiction of the City of Santa Ana or the City of Orange, Project impacts are considered to be significant if the project -related traffic causes a deficient LOS; or if the intersection is already deficient, the project -related traffic 70 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR increases the Intersection Capacity Utilization (ICU) by 0.01 or greater.5 For Caltrans- controlled intersections, an impact is considered to be significant if the project -related traffic causes a deficient LOS; or if the intersection is already deficient in the pre -project condition, the existing Measure of Effectiveness (MOE) is reduced. Existing Traffic Conditions In addition to the street improvements that were constructed pursuant to the 1983 EIR mitigation measures, additional vehicular capacity has been provided by other local street improvements and freeway facilities that have been completed in the vicinity of the Project site since the certification of the 1983 EIR. These include: • Widening of Owens Drive (now called Memory Lane) east of Main Street, and reconfiguration of the intersection of Memory Lane at Main Street; • Enhancements to the intersection of Main Street at MainPlace Access Drive; • Improvements to the intersection of Main Street at Main Place Drive/Town and Country Road; and • Improvements along La Veta Avenue from Bedford Drive to past Main Street, including at the intersection of Main Street at La Veta Avenue. The Traffic Impact Study prepared for the proposed Project considered the Project's potential impacts at 22 study intersections located within the City of Santa Ana, City of Orange, and Caltrans jurisdictions. As shown in Table T-1 and Figure 12, Existing Traffic Volumes, all study intersections are currently operating at an acceptable LOS— as established by the City of Santa Ana General Plan —with the exception of Intersection #7, Town and Country Road at SR-22 Eastbound Ramps, in the p.m. peak hour. The Traffic Impact Study also considered the Project's potential impacts on 15 roadway segments located within the City of Santa Ana and the City of Orange. As shown in Table T-2, each of the study area roadway segments is currently operating at an acceptable LOS, as established by the City General Plan. 5 The Cities of Santa Ana and Orange use the Intersection Capacity Utilization (ICU) capacity methodology for signalized intersections. The ICU methodology provides a comparison of the theoretical hourly vehicular capacity of an intersection to the number of vehicles actually passing through that intersection during a given hour. The results of the evaluation are reported in terms of LOS. 71 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Table T-1: Existing Intersection Operations Int.# Intersection Jurisdiction Traffic Control LOS Standard AM Peak Hour PM Peak Hour ICU/ Delay LOS ICU/ Delay LOS 1 Main St at Chapman Ave Orange S D 0.716 C 0.702 C 2 Bedford Rd at La Veta Ave Orange S D 0.579 A 0.564 A 3 Main St at La Veta Ave Orange S D 0.546 A 0.591 A 4 La Veta Ave at SR-22 WB Ramps Caltrans S D 26.8 C 24.2 C 5 Bedford Rd at Main Place Dr Santa Ana U D 9.3 A 11.7 B 6 Main St at Main Place Dr/ Town and Country Santa Ana S E 0.466 A 0.586 A 7 Town and Country at SR-22 EB Ramps Caltrans S D 36.5 D 82.3 F 8 Main St at City Place Drive/ Mall Entrance Santa Ana S E 0.371 A 0.400 A 9 N. Broadway at Main Place Dr Santa Ana S E 0.514 A 0.664 B 10 Main St at Main Place Dr/ Memory Ln Santa Ana S E 0.452 A 0.465 A 11 Memory Ln at Lawson Way Santa Ana S E 0.271 A 0.285 A 12 N. Broadway at 1-5 NB Off -Ramp Caltrans S D 6.9 A 5.4 A 13 Main St at Edgewood Rd/ 1-5 HOV Ramps Caltrans S D 40.2 D 32.8 C 14 N. Broadway at 1-5 SB Off -Ramp Caltrans U D 0.2 A 0.2 A 15 N. Broadway at Santa Clara Ave Santa Ana S E 0.854 D 0.739 C 16 Main St at Santa Clara Ave/ 1-5 NB Ramps Caltrans S D 36.3 D 37.8 D 17 N. Broadway at Buffalo Ave Santa Ana S E 0.494 A 0.541 A 18 Main St at Buffalo Ave/ 1-5 SB Ramps Caltrans S D 21.6 C 28.7 C 19 N. Broadway at 17th St Santa Ana S D 0.758 C 0.793 C 20 Main St at 17th St Santa Ana S D 0.796 C 0.752 C 21 Parker St at La Veta Ave Orange S D 0.591 A 0.687 B 22 Parker St at Town and Country Orange S D 0.418 A 0.513 A Source: Traffic Impact Study, 2019; S = Signalized; U = Unsignalized; ICU = Intersection Capacity Utilization Bold values indicate intersections operating in excess of City standards. 72 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Figure 12, Existing Traffic Volumes 73 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 74 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table T-2: Existing Roadway Segment Operations Existing Target Existing Existing Roadway Segment Jurisdiction Configuration LOS ADT LOS Chapman Ave to La Veta Orange 6 Lanes Divided D 29,664 B Ave La Veta Ave to Main Place Santa Ana 6 Lanes Divided D 35,291 B Dr/ Town and Country Rd Main Street Main Place Dr / Town and Santa Ana 6 Lanes Divided E 29,094 A Country Rd to Memory Ln Memory Ln to Santa Clara Santa Ana 6 Lanes Divided D 30,433 A Ave Santa Clara Ave to 17th St Santa Ana 4 Lanes Divided E 31,257 D Bedford Road La Veta Ave to Main Place Santa Ana 3 Lanes D 7,323 A Dr Undivided North Main Place Dr to Santa Santa Ana 4 Lanes Divided D 26,964 C Clara Ave Broadway Santa Clara Ave to 17th St Santa Ana 4 Lanes Divided D 28,567 C Parker Street La Veta Ave to Town and Orange 2 Lanes Divided D 12,083 A Country Rd La Veta Main St to SR-22 WB Orange 6 Lanes Divided D 23,034 A Avenue Ramps Town and Main St to SR-22 EB Orange 4 Lanes Divided D 17,862 A Country Road Ramps Main Place N. Broadway to Main St Santa Ana 4 Lanes E 10,320 A Drive Undivided Memory Lane Main St to Lawson Way Santa Ana 6 Lanes Divided D 10,035 A Santa Clara N. Broadway to Main St Santa Ana 4 Lanes D 9,377 A Avenue Undivided Buffalo N. Broadway to Main St Santa Ana 2 Lanes D 4,268 A Avenue Undivided Source: Traffic Impact Study, 2019 ADT = Average Daily Traffic 75 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR In addition, improvements planned as part of the Santa Ana Freeway Interstate 5 (1-5) High Occupancy Vehicle (HOV) Lane Improvement Project between SR-55 to SR-57 will provide one additional HOV lane in each direction to provide additional HOV capacity and reduce freeway congestion. As a part of the HOV improvements, the southbound off -ramp and northbound on -ramp HOV structures at the intersection of Main Street at Edgewood Road would be removed. This would result in a redistribution of local traffic through nearby streets and intersections. However, the HOV improvements would not substantially impact any of the analyzed intersections, and no locations would be negatively affected by elimination of the Main Street direct HOV ramps (TIS 2019). Project Trip Generation Daily and peak hour trips for the proposed Project were estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition), which are listed in Table T-3. Table T-3: Trip Generation Rates Land Use ITE Code Unit Trip Generation Rates' AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Shopping Center 820 KSF 37.750 0.583 0.36 0.940 1.829 1.981 3.81 General Office Building 710 KSF 9.740 0.998 0.16 1.160 0.184 0.966 1.15 Hotel 310 Room 8.360 0.277 0.19 0.470 0.306 0.294 0.60 Multi -family Housing (Mid -Rise) 221 DU 5.440 0.094 0.266 0.360 0.268 0.172 0.440 Source: Traffic Impact Study, 2019 'ITE Trip Generation Manual, 10" Edition As shown on Table T-4, the proposed Project is estimated to generate 31,178 daily vehicle trips, with 1,996 trips in the a.m. peak hour and 2,968 trips in the p.m. peak hour. Table T-3 also provides the trips associated with the existing development on the Project site (1,130,000 sf of commercial development), the total estimated trip generation for the existing development on the site plus the proposed Project, and adjustments for internal capture and pass -by trips. City of Santa Ana MainPlace Mall Transformation Addendum to the Fashion Square Commercial Center Final EIR Table T-4: Proposed Project Trip Generation Trip Generation Estimates' AM Peak Hour I PM Peak Hour Land Use I Quantity I Unit I Daily I In I Out I Total I In I Out I Total Existing Onsite Development Shopping Center 1,130.00 1 KSF 1 42,658 1 659 1 403 1 1,062 1 2,067 1 2,239 1 4,306 Proposed Project Shopping Center 270.00 KSF 10,193 157 96 253 494 535 1,029 General Office 750.00 KSF 7,305 749 122 871 138 725 863 Building Hotel 400 Room 3,344 ill 77 188 122 118 240 Multi -family Housing 1,900 DU 10,336 179 505 684 509 327 836 (Mid -Rise) Total Existing + Proposed Project 73,836 1,855 1,203 3,058 3,330 3,944 7,274 Internal Capture (8% AM, 18% PM) Z -12,130 -148 -96 -244 -599 -710 1,309 Pass -By Reduction for Commercial (15%) 656 315 341 656 a Total Project Trips 61,050 1,707 1,107 Z814 Z416 Z893 5,309 Source: Traffic Impact Study, 2019 1. ITE Trip Generation Manual, 10" Edition 2. ITE Trip Generation Handbook, 3r' Edition; Note: The Daily Internal Capture is the weighted average of the AM and PM Internal Capture. 3. ITE Trip Generation Handbook, V Edition; Pass -by rates are not provided for the AM peak hour. For a conservative analysis, the PM peak hour pass -by rate was reduced from 34% to 15%. The daily pass -by is the sum of the PM peak hour inbound and outbound pass -by trips. Table T-5 identifies the number of trips that would be generated by the MainPlace Mall if it were built out under the existing entitlements (Current Entitlements) with adjustments for internal capture and pass -by trips. Table T-6 provides a comparison of the trips associated with the Current Entitlements and the proposed Project. As shown, the proposed Project would generate 6,251 fewer daily trips than the Current Entitlements, with 165 fewer a.m. peak hour trips, and 995 fewer p.m. peak hour trips. 77 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table T-6: Trip Generation of the Current Site Entitlements Land Use Quantity Unit Trip Generation Estimates AM Peak Hour PM Peak Hour Daily In Out Total In Out FTotal Existing Site Development Shopping Center 1,108.08 1 KSF 1 41,830 1 646 396 1 1,042 1 2,027 1 2,195 1 4,222 Current Site Entitlements Shopping Center 401.175 KSF 15,144 234 143 377 734 795 1,529 General Office 1,500.00 KSF 14,610 1,497 243 1,740 276 1,449 1,725 Building Hotel 400 Room 3,344 111 77 188 122 118 240 Total Existing Site Development+ 74,928 Z488 859 3,347 3,159 4,557 7,716 Current Entitlement Internal Capture (11% AM, 8% PM) 2 -6,833 -274 -94 -368 -253 -365 -618 Pass -By Reduction for Commercial 794 381 413 794 (15%) a Total Existing Site Development 67,301 Z214 765 Z979 Z525 35779 65304 Plus Current Site Entitlement Trips Source: Traffic Impact Study, 2019 1. ITE Trip Generation Manual, 1011 Edition 2. ITE Trip Generation Handbook, 3'tl Edition; Note: The Daily Internal Capture is the weighted average of the AM and PM Internal Capture 3. ITE Trip Generation Handbook, 3'tl Edition; Pass -by rates are not provided for the AM peak hour. For a conservative analysis, the PM peak hour pass -by rate was reduced from 34% to 15%. The daily pass -by is the sum of the PM peak hour inbound and outbound pass -by trips. Table T-6: Comparison of Trips from the Current Site Entitlements and Proposed Project Scenario Trip Generation Estimates AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Proposed Project 61,050 1,707 1,107 2,814 2,416 2,893 5,309 Current Project Entitlements 67,301 2,214 765 2,979 2,525 3,779 6,304 Difference (Proposed Project minus Current Project Entitlements) -6,251 -507 342 -165 -109 -886 -995 Source: Traffic Impact Study, 2019 Existing Plus Project Traffic Conditions Project -related trips for the proposed Project were added to existing conditions peak hour and daily traffic volumes to develop Existing Plus Proposed Project traffic forecast volumes. This analysis shows that development of the proposed Project would not M City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR result in any study area intersection to fall from an acceptable LOS to an unacceptable or deficient LOS. As shown in Table T-7 and Figure 13, Existing Plus Project Traffic Volumes, all traffic study area intersections would continue to operate at an acceptable LOS except for the Caltrans intersection of Town and Country Road at SR-22 Eastbound Ramps in the p.m. peak hour, which would operate at LOS F. However, this is the same as the existing condition. Because the Caltrans intersection is already operating at a LOS F in the p.m. peak hour in the pre -project condition and would continue to operate at a LOS F with the Project, the existing measure of effectiveness (LOS F) would be maintained. Consistent with the thresholds for Caltrans intersections, Project impacts would be less than significant. Table T-7: Existing Plus Project Intersection Operations AM Peak Hour PM Peak Hour Existing + Existing + Existing Project Existing Project ICU/ ICU/ ICU/ ICU/ Int. Project Impact Project Impact # Intersection Delay LOS Delay LOS Impact Sig? Delay LOS Delay LOS Impact Sig? 1 Main St at 0.716 C 0.811 D 0.095 No 0.702 C 0.738 C 0.036 No Chapman Ave 2 Bedford Rd at 0.579 A 0.698 B 0.119 No 0.564 A 0.667 B 0.103 No La Veta Ave 3 Main St at La 0.546 A 0.635 B 0.089 No 0.591 A 0.705 C 0.114 No Veta Ave La Veta Ave 4 at SR-22 WB 26.8 C 24.0 C -2.8 No 24.2 C 26.2 C 2.0 No Ramps 5 Bedford Rd at 9.3 A 12.8 B 3.5 No 11.7 B 21.9 C 10.2 No Main Place Dr Main St at 6 Main Place 0.466 A 0.565 A 0.099 No 0.586 A 0.688 B 0.102 No Dr/ Town and Country Town and 7 Country at 36.5 D 47.7 D 11.2 No 82.3 F 119.1 F 36.8 No SR-22 EB Ramps Main St at 8 City Place Dr/ 0.371 A 0.481 A 0.110 No 0.400 A 0.522 A 0.122 No Mall Entrance N Broadway 9 at Main Place 0.514 A 0.576 A 0.062 No 0.664 B 0.785 C 0.121 No Dr Main St at 10 Main Place 0.452 A 0.540 A 0.088 No 0.465 A 0.568 A 0.103 No Dr/ Memory 79 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR AM Peak Hour PM Peak Hour Int. Existing + Project Impact Existing + Project Impact # Intersection Existing Project Impact Sig? Existing Project Impact Sig? Ln Memory Ln at 11 Lawson Way 0.271 A 0.310 A 0.039 No 0.285 A 0.326 A 0.041 No N. Broadway 12 at 1-5 NB Off- 6.9 A 8.0 A 1.1 No 5.4 A 6.3 A 0.9 No Ramp Main St at Edgewood 13 R/1-5 HOV 40.2 D 46.2 D 6.0 No 32.8 C 36.3 D 3.5 No Ramps N. Broadway 14 at 1-5 SB Off- 0.2 A 0.2 A 0.0 No 0.2 A 0.2 A 0.0 No Ramp N. Broadway 15 at Santa Clara 0.854 D 0.906 E 0.052 No 0.739 C 0.814 D 0.075 No Ave Main St at Santa Clara 16 Ave/1-5 NB 36.3 D 40.2 D 3.9 No 37.8 D 54.0 D 16.2 No Ramps 17 N. Broadway 0.494 A 0.518 A 0.024 No 0.541 A 0.580 A 0.039 No at Buffalo Ave Main St at 18 Buffalo Ave/1- 21.6 C 22.7 C 1.1 No 28.7 C 35.7 D 7.0 No 5 SB Ramps 19 N. Broadway 0.758 C 0.779 C 0.021 No 0.793 C 0.836 D 0.043 No at 17th St 20 Main St at 0.796 C 0.813 D 0.017 No 0.752 C 0.782 C 0.030 No 17th St 21 Parker St at 0.591 A 0.596 A 0.005 No 0.687 B 0.700 B 0.013 No La Veta Ave Parker St at 22 Town and 0.418 A 0.423 A 0.005 No 0.513 A 0.519 A 0.006 No Country Source: Traffic Impact Study, 2019 Ell City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR A summary of the roadway segment LOS for the Existing Plus Proposed Project condition is provided in Table T-8. As described previously in the significance thresholds discussion, the LOS standard for peak hour intersection operations for the Cities of Santa Ana and Orange, and for Caltrans is LOS D; with the exception of Santa Ana intersections within a designated MDA where the LOS standard is LOS E. As shown, all of the study roadway segments would continue to operate at an acceptable LOS with the addition of the proposed Project traffic. Table T-8: Existing Plus Project Roadway Segment Operations Existing Existing + Target Existing Project + Project Project Roadway Segment LOS ADT ADT ADT LOS Chapman Ave to La Veta Ave D 29,664 5,668 35,332 B La Veta Ave to Main Place Dr D 35,291 7,360 42,651 C / Town and Country Rd Main Place Dr/Town and E 29,094 6,809 35,903 B Main Street Country Rd to Memory Ln Memory Ln to Santa Clara D 30,433 7,277 37,710 B Ave Santa Clara Ave to 17th St E 31,257 4,452 35,709 E Bedford Road La Veta Ave to Main Place Dr D 7,323 4,578 11,901 B Main Place Dr to Santa Clara D 26,964 4,059 31,023 D Broadway Ave Santa Clara Ave to 17th St D 28,567 2,839 31,406 D Parker Street La Veta Ave to Town and D 12,083 216 12,299 B Country Rd La Veta Avenue Main St to SR-22 WB Ramps D 1 23,034 4,380 1 27,414 A Town and Country Main St to SR-22 EB Ramps D 17,862 1,635 19,497 A Road Main Place Drive N. Broadway to Main St E 10,320 4,179 14,499 A Memory Lane Main St to Lawson Way D 10,035 1,280 11,315 A Santa Clara Avenue N. Broadway to Main St D 9,377 921 10,298 A Buffalo Avenue N. Broadway to Main St D 4,268 176 4,444 A Source: Traffic Impact Study, 2019 Therefore, no new impacts associated with traffic would occur. a City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. WE City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Figure 13, Existing Plus Project Traffic Volumes IN City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. m City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Existing Plus Current Site Entitlement Conditions For informational and comparison purposes, trips that would be generated by development of the Current Entitlements were added to existing peak hour and daily traffic volumes to develop Existing Plus Current Site Entitlements traffic volumes. This analysis shows that the proposed Project would result in less traffic than if the Project site was developed under the Current Entitlements (i.e., what could be developed at the site today). As shown in Table T-9 and Figure T-14, the traffic associated with the proposed Project would result in slightly lower volume -to -capacity (v/c) ratios or delay values at most intersections, when compared to the results for the Current Entitlements at buildout. Intersection #7 (Town and Country Road at SR-22 Eastbound Ramps), would operate at LOS F in the evening peak hour for both scenarios, but would have 8.6 fewer seconds of delay in the proposed Project scenario, compared to the Current Site Entitlements results. In addition, the Current Site Entitlements scenario would cause Intersection # 16 (Main Street at Santa Clara Avenue/1-5 SIB Ramps) to worsen to LOS E, whereas the intersection would operate at LOS D under the proposed Project scenario. Thus, the proposed Project would provide for improved operations in comparison to the current site entitlements. Table T-9: Comparison of Existing Plus Project to Existing Plus Current Site Entitlements Intersection Operations AM Peak Hour PM Peak Hour Proposed Current Difference Proposed Current Difference Project Entitlement (Proposed Project Entitlement (Proposed minus minus Current Current Int. ICU/ ICU/ Entitlement ICU/ LO ICU/ Entitlemen # Intersection Delay LOS Delay LOS s) Delay S Delay LOS ts) 1 Main St 0.811 D 0.842 D -0.031 0.738 C 0.740 C -0.002 Chapmmann Ave 2 Bedford Rd at La 0.698 B 0.724 C -0.026 0.667 B 0.664 B 0.003 Veta Ave 3 Main St at La Veta 0.635 B 0.658 B -0.023 0.705 C 0.761 C -0.056 Ave 4 La Veta Ave at SR- 24.0 C 25.1 C -1.1 26.2 C 26.3 C -0.1 22 VVB Ramps 5 Bedford Rd at Main 12.8 B 13.9 B -1.1 21.9 C 28.0 D -6.1 Place Dr Main St at Main 6 Place Dr/ Town and 0.565 A 0.584 A -0.019 0.688 B 0.756 C -0.068 Country 7 Town and Country 1 47.71 D 1 50.7 1 D 1 -3.0 1 119.1 1 F 1 127.7 1 F 1 -8.6 [3 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR AM Peak Hour PM Peak Hour Int. Proposed Current Difference Proposed Current Difference # Intersection Project Entitlement (Proposed Project Entitlement (Proposed at SR-22 EB Ramps Main St at City 8 Place Dr/Mall 0.481 A 0.505 A -0.024 0.522 A 0.572 A -0.050 Entrance 9 Broadway at Main 0.576 A 0.553 A 0.023 0.785 C 0.860 D -0.075 Place Dr Main St at Main 10 Place Dr/ Memory 0.540 A 0.540 A 0.000 0.568 A 0.619 B -0.051 Ln 11 Memory Ln at 0.310 A 0.320 A -0.010 0.326 A 0.330 A -0.004 Lawson Way 12 Broadway at 1-5 NB 8.0 A 8.3 A -0.3 6.3 A 6.1 A 0.2 Off -Ramp Main St at 13 Edgewood Rd/1-5 46.2 D 46.0 D 0.2 36.3 D 42.6 D -6.3 HOV Ramps 14 Broadway at 1-5 SB 0.2 A 0.2 A 0.0 0.2 A 0.2 A 0.0 Off -Ramp 15 Broadway at Santa 0.906 E 0.937 E -0.031 0.814 D 0.868 D -0.054 Clara Ave Main St at Santa 16 Clara Ave/1-5 NB 40.2 D 37.5 D 2.7 54.0 D 58.9 E -4.9 Ramps 17 Broadway at 0.518 A 0.508 A 0.010 0.580 A 0.584 A -0.004 Buffalo Ave 18 Main St at Buffalo 22.7 C 23.0 C -0.3 35.7 D 39.9 D -4.2 Ave/1-5 SB Ramps 19 Broadway at 17th 0.779 C 0.778 C 0.001 0.836 D 0.853 D -0.017 St 20 Main St at 17th St 0.813 D 0.807 D 0.006 0.782 C 0.791 C -0.009 21 Parker St at La 0.596 A 0.598 A -0.002 0.700 B 0.711 C -0.011 Veta 22 Parker St at Town 0.423 A 0.427 A -0.004 0.519 A 0.525 1 A -0.006 and Country Bold values indicate intersections operating in excess of City standards. Therefore, no new impacts associated with traffic would occur. Transit Service Public transit service in the Project vicinity is provided by the Orange County Transportation Authority (OCTA). There are several OCTA bus stops near the Project site, which include: Eel City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Figure 14, Existing Plus Current Project Entitlement Traffic Volumes 0 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. a-] City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Bus stops on the east and west sides of Main Street, south of Main Place Drive/Town and Country Road, Bus stops on the east side of Main Street, between City Place Drive and Memory Lane, and Bus stops on the south side of Memory Lane, east of Main Street. In addition, there are several OCTA bus routes that operate 7 days a week on the arterials that are used to access Project site, which include: • OCTA Route 53153X that operates between the City of Anaheim and the City of Irvine via Main Street. • OCTA Route 54 that operates between the City of Garden Grove and the City of Orange via Chapman Avenue. • OCTA Route 56 that operates between the City of Garden Grove and the City of Orange along La Veta Avenue. • OCTA Route 83 that operates between the City of Anaheim and the City of Laguna Hills, traveling along Main Street in the Project vicinity. OCTA Route 453 is a Metrolink Station Route that operates weekdays only between the Orange Transportation Center and St. Joseph's Hospital in the City of Orange, traveling along Main Street in the Project vicinity. These existing bus routes would continue to serve the Project site, providing transportation to people that reside or work on the Project site. In addition, the Specific Plan Design Guidelines include provisions to provide accessibility to transit, which includes: DG - 6 Buildings should be arranged to provide convenient access to transit sto ps. DG - 116 Bike racks, transit shelters, and other transit supportive uses should be easily accessible and deter riders from using pedestrian walkways as riding lanes. The proposed Project would not alter or conflict with existing bus stops and schedules. Therefore, impacts related to OCTA transit services would not occur from the Project. No new impact would occur. Pedestrian Circulation Existing pedestrian access points into the Project site are provided in several locations. Crosswalks are located on Main Street at the signalized intersections, and at Main Place Drive from Bedford Road and the parking areas. A regional trail, Santiago Creek Trail, terminates on the eastern side of Main Street, at the Broadway intersection, which provides bicycle access to the area from the City of Orange. There are currently no sidewalks on Main Place Drive due to the constrained right-of-way. However, walkways exist at the mall entries and the connections with existing parking structures. City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR The proposed Project includes construction of a sidewalk on the Project side of Main Place Drive, within a 15-foot building setback from the Main Place Drive right-of-way. In addition, pedestrian connections would include a new sidewalk on the inner edge of Main Place Drive. Bicycle Racks would also be provided adjacent to commercial, office, and residential entries. The Project would not remove any existing pedestrian access and would develop new access, which would be reviewed and approved through the City's permitting process to ensure consistency with City design regulations. In addition, the Specific Plan Design Guidelines include provisions to provide for pedestrian circulation, which include: • DG - 2 Buildings should be located directly adjacent to the pedestrian walkway to promote ease of access and an urban environment. Landscaped setbacks are only recommended where commercial, residential, office, and hotel uses abut public streets. • DG - 7 Buildings and on -site circulation should be organized to minimize areas of conflict between pedestrians and vehicles. • DG - 8 Link buildings to pedestrian areas such as sidewalks, parking structures, and parking lots and provide physical separation of pedestrians and vehicles wherever possible. • DG - 94 Pedestrian circulation should be clearly delineated and separate from automobile circulation. The use of landscaping, walkways, and decorative hardscape to delineate pedestrian circulation should be used to the greatest extent feasible. • DG - 95 Pedestrian crossings at driveways and major circulation aisles should be accentuated by extending pedestrian sidewalks into the parking aisle/lane. • DG - 96 Design parking areas so pedestrians walk parallel to moving cars. Parking lot design should minimize the need for pedestrians crossing parking aisles and/or landscaping islands to reach building entries. • DG - 97 Pedestrian access between parking facilities and adjacent uses should be well-defined through signage, floor material changes, and safety elements such as bollards, painted walkways, separated walkways, and landscaping. See Figure 15, Pedestrian Circulation. Thus, the Project would not result in impacts related to pedestrian circulation. No new impact would occur. Circulation and Emergency Access Hazards The roadway improvements and installation of new onsite parking and driveways that would be implemented during construction of the proposed Project could require the temporary closure of onsite travel lanes; offsite roadway closures and traffic detours are not expected to be necessary. In addition, the construction activities would be required to adhere to the City's construction standards to ensure adequate circulation during Figure 15, Pedestrian Circulation. .o] City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Figure 15, Pedestrian Circulation 91 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. WE City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR construction. Implementation of the Project through the City's permitting process would reduce potential construction related increases in hazards to a less than significant level. The proposed Project includes development of mixed residential and commercial uses, and does not include any incompatible uses, such as farm equipment. In addition, the City's construction permitting process includes review of the Project site plans to ensure that no potentially hazardous circulation design features would be introduced by the Project. The Project is required to design and construct internal access to conform to the Orange County Fire Authority (OCFA) standards. The OCFA would review the development plans prior to approval to ensure adequate emergency access pursuant to the requirements in Section 503 of the California Fire Code (Title 24, California Code of Regulations, Part 9) and the City of Santa Ana Fire Code included as Municipal Code Chapter 14. In addition, the Specific plan includes the following Design Guidelines to ensure adequate emergency access: DG - 27 Site circulation should allow for and facilitate emergency access to the site and all buildings. As such, the proposed Project would not result in inadequate circulation or emergency access, and impacts would be less than significant. No new impact would occur. Conclusion for Transportation and Circulation Impacts related to traffic and circulation from implementation of the proposed Project would be less than significant. Development of the proposed Project would not result in any study area intersection to fall from an acceptable LOS to an unacceptable LOS. Further, the proposed Project would result in less traffic than if the Project site was developed under the current entitlements. Thus, no new or substantially greater transportation and circulation impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding transportation and circulation. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. 93 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Mitigation Measures As described previously, the 1983 EIR includes eight mitigation measures. These mitigation measures are listed below. MM 5.6-1 Contribute a one percent (1 %) assessment fee to the City of Santa Ana and City of Orange Transportation System Improvement Program (TSIP) to fund needed transportation improvements in the area identified in the Phase Two TSIP Study. The TSIP Assessment Fee of one percent of Project building cost is expected to generate only half of the cost of the recommended Phase Two TSIP Plan. The Fashion Square development (the developers themselves and the Redevelopment Agency alike) must be prepared to fund those areawide transportation improvements which principally benefit their Project as well as contribute a one percent assessment to the TSIP Program. [Status: Completed/not applicable to this Project] MM 5.6-2 Provide funding for construction of a pair of new freeway ramps on the west side of Fashion Square linking the Santa Ana Freeway with a public road surrounding the Project. These two new ramps will connect with a public street and as such, provide overall benefit to the general public. However, the primary need for and beneficiary of this improvement is the Fashion Square development itself. The cost of this improvement is included in the overall TSIP Plan, but that program is underfunded by approximately 50 percent. Consequently, the cost of any transportation improvements which relate to and directly benefit a single development, should be borne by that development. Construction of these two ramps will substantially improve the freeway access of the Fashion Square site and permit traffic to enter and exit the development with no delay from traffic congestion on the surrounding arterial street system. [Status: Determined infeasible and previously removed] MM 5.6-3 Widen Main Street along the Fashion Square frontage to provide four southbound lanes and a 26-foot-wide median island to accommodate dual northbound left turn lanes and the columns of the future North -South Transit Guideway. A total curb to curb width of 124 feet will be required for an ultimate eight lane section planned on Main Street. The increased width will be the general responsibility of developments planned on both sides of Main Street, but some transitions in alignment may be necessary to minimize impacts to existing buildings. [Status: Completed/not applicable to this Project/superseded by City General Plan Circulation Element] 94 City of Santa Ana MainPlace Mall Transformation Addendum to the Fashion Square Commercial Center Final EIR MM 5.6-4 Construct a public roadway around the west side of the site from the intersection of Owens Drive/Broadway to Main/Town and Country. This public road shall have a capacity of 16,000 ADT and connect the new freeway ramps with Main Street and Broadway/Owens Drive. This public road will provide an alternative means of access to Fashion Square and allow traffic to virtually avoid use of (and impact upon) Main Street. This new road will provide direct access to/from the 1-5 Freeway in order to relieve pressure at the existing Main Street Interchange. Dedication of the roadway as a public street is required to satisfy CalTrans standards for construction of ramp facilities on public roads. [Status: Completed/not applicable to this Project] MM 5.6-5 A. Provide for redesign and reconstruction of the Main Street Entrance to Fashion Square to accommodate two entry and exit lanes and a left turn pocket. The entrance shall be integrated with the new public roadway planned around the site to link with Bedford Road, the freeway ramps and Broadway/Owens Drive. The signalized entrance shall be modified to include separate left turn phasing. B. Provide sufficient funding for the reconstruction of the median island on Town and Country Road to include a separate westbound left turn lane. The existing median is a wide landscaped island with no separate turning lane. Fashion Square will be the primary beneficiary of this reconstruction even though the new westbound left turn lane is not intended to directly serve Fashion Square traffic. Widening of the Main Street Entrance will mitigate the effect of increased traffic (primarily east -west direction) created by expansion of the shopping center. [Status: Completed/not applicable to this Project] MM 5.6-6 Provide for installation of two new traffic signals on La Veta Avenue at Bedford Road and the off -ramp from the southbound Rte. 57 Freeway. In order to facilitate access to Fashion Square from the Rte. 57 Freeway a traffic signal will be needed on Bedford Road/La Veta at the off -ramp location. Presently, this intersection is controlled only by stop signs and a left turn from the off -ramp to La Veta Avenue involves considerable delay. This off -ramp provides a convenient route to Fashion Square and allows southbound freeway traffic to avoid congestion encountered at the I- 5/57/22 Interchange. To promote use of this alternative access, especially by commuters, signalization of two intersections is necessary. One location, Bedford/La Veta at the Freeway off -ramp is under the jurisdiction of the State and the other intersection, La Veta/Bedford is the responsibility of the City of Orange. [Status: Completed/not applicable to this Project] 95 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR MM 5.6-7 Develop and maintain an aggressive Transportation Systems Management (TSM) Program designed to maximize use of transit and ride sharing and staggering of work hours. A realistic target of 20 percent increase in ride sharing and transit usage is established as the goal for a TSM Program. The developer shall be required to develop a program designed to achieve the goal and submit this program to the City for approval. In addition, the developer will be required to provide a Transportations System Management Coordinator to actively pursue implementation of the TSM/Parking Management Program. This position need not necessarily be on a full-time basis until such time as implementation of a substantial portion of the proposed office use is underway. The developer also shall be required to provide and maintain a security force whose task, among others, shall be to enforce all on -site parking regulations. [Status: Continuing applicability to this Project] MM 5.6-8 A. Design buildings to accommodate second level access from a future transit station on Main Street in the vicinity of Town and Country Road and/or a possible future grade separated pedestrian bridge connecting developments on both sides of Main Street. The buildings and internal pedestrian circulation should be designed to allow for such future improvements, which would serve to minimize at -grade pedestrian crossing of Main Street at street level. (Main Street will be a 124-foot-wide with high volumes of turning traffic and transit operations). B. On -site pedestrian circulation must be maximized to facilitate easy movement of people between buildings. Vehicular traffic must be intercepted at major entrances along the public service road and channelized quickly to parking areas. Convenient pedestrian facilities must be provided from the parking areas to the buildings and to the transit station/bus stops. [Status: Completed/not applicable to this Project] Regarding Mitigation Measure 5.6-1, this measure has already been implemented, and the TSIP is no longer in effect. Regarding Mitigation Measure 5.6-2, this measure required the developer of the Mall to "[p]rovide funding for the construction of a pair of new freeway ramps on the west side of Fashion Square linking the Santa Ana Freeway with a public road surrounding the Project" (the future Main Place Drive) but was determined to be infeasible, and replaced with an obligation to contribute to the cost of other ramps then planned by Caltrans. This change was documented in a 1992 amendment to the Participation Agreement between the City's Redevelopment Agency and the Mall developer. Regarding Mitigation Measure 5.6-3, this measure required the widening of Main Street along the Fashion Square frontage to provide for four southbound lanes; however, this measure has been superseded by the General Plan Circulation Element, which identifies Main Street as a 6-lane major arterial. Further, the o] City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Traffic Impact Analysis, which is based on existing conditions, determines no widening of Main Street is necessary to reduce any potential impacts. Regarding Mitigation Measure 5.6-4, this measure was previously implemented with the development of Main Place Drive, which is part of the proposed Project. Regarding Mitigation Measure 5.6-5, this measure required certain improvements to the site's Main Street entrance, and to Town and Country Road, which have already been implemented. Regarding Mitigation Measure 5.6-6, this measure requires installation of traffic signals, which have already been implemented. Regarding Mitigation Measure 5.6-7, this measure requires implementation of a rideshare and transportation demand reduction plan, which has already been in place, and would continue to be in place with implementation of the proposed Project. Finally, regarding Mitigation Measure 5.6-8, this measure requires that buildings on the Project site be designed to accommodate second level access from a future transit station on Main Street. The existing buildings have been designed as such; therefore, this measure has been implemented. Further, no transit station was ever built and none are currently planned in this location. 97 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 9.1 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.7 NOISE Summary of Impacts Identified in the 1983 EIR Construction The 1983 EIR determines that development of additional uses on the site would generate additional noise in the local area due to demolition of existing on -site structures, construction activity, construction traffic and Project -generated traffic. Since construction activities are limited to daytime hours and there are no "noise sensitive" land uses immediately adjacent to the site, no adverse noise impacts were anticipated during construction of the Project. In addition, the 1983 EIR did not identify potentially significant impacts related to ground borne vibration from construction activities. Operation The 1983 EIR determines that operation of the Project would result in increased traffic noise from the Project -related vehicular trips. The EIR describes that a noise barrier on the west side of North Broadway would be constructed as a part of Caltrans' construction of the Broadway overpass. The 1983 EIR determines that this would mitigate any increase in traffic noise along Broadway resulting from Project traffic. The 1983 EIR also described that increased noise levels between 3 and 5 decibel (dB) would occur along Owens Drive (now Memory Lane) east of Main Street during the daytime hours when the proposed commercial uses would generate the majority of the traffic. The late night and early morning hour noise levels were not anticipated to substantially change. However, the 1983 EIR determined that a noise impact would occur at the residential uses on Owens Drive (Memory Lane) at Main Street during the daytime due to the 3 to 5 dB "noticeable" increase in noise. The 1983 EIR identified that the construction of a noise barrier along the east side of Main Street would not be feasible and the impact was identified as significant and unavoidable. Since certification of the 1983 EIR, the residential uses in this location have been replaced with office and commercial uses. No significant impact would have occurred with the existing office and commercial uses because they are not sensitive noise receptors. Summary of Impacts Identified in the 1996 Addendum Construction The 1996 Addendum determines that the proposed expansion would generate additional noise in the local area due to demolition of existing on -site structures, construction activities, construction traffic, and Project -generated traffic. However, the City of Santa Ana noise ordinance limits noise from construction that occurs outside daytime hours and because there are no noise sensitive land uses in the immediate vicinity of the site, construction noise impacts were determined to be less than significant. In addition, the 1996 Addendum did not identify potentially significant impacts related to ground borne vibration from construction activities. o; City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Operation The 1996 Addendum determines that the proposed expansion would increase traffic noise levels in the area by less than 1dB. Because a 1 dB increase is well below the 3 dB threshold of a perceptible increase, noise impacts were determined to be less than significant. Impacts Associated with the Proposed Project No New Impact. To identify potential noise impacts from implementation of the proposed Project, an Acoustical Assessment (NOI 2019) was prepared and is included as Appendix E. Significance Thresholds: There are several regulations related to noise that are applicable to the proposed Project and are listed below: California Title 24— Building Code The State's noise insulation standards are codified in the California Code of Regulations, Title 24: Part 1, Building Standards Administrative Code, and Part 2, California Building Code. The regulations specify that acoustical studies must be prepared when noise -sensitive structures, such as residential buildings, schools, or hospitals, are located near major transportation noise sources, and where such noise sources create an exterior noise level of 65 dBA CNEL or higher. Acoustical studies that accompany building plans must demonstrate that the structure has been designed to limit interior noise in habitable rooms to 45 dBA CNEL. City of Santa Ana General Plan Noise Element The City's General Plan Noise Element provides noise standards for land use planning, which provide an exterior noise standard at residential, park, and school uses of 65 dBA and an interior standard of 45 dBA. City of Santa Ana Municipal Code The Santa Ana Noise ordinance standards (Article VI, Noise Control within Chapter 18, Health and Sanitation, of the Municipal Code) applies to noises affecting residential land uses. As shown in Table N-1, noise levels are limited to a maximum of 70 dBA om the nighttime hours and 75 dBA in the daytime hours. Table N-1: Santa Ana Municipal Code Maximum Permissible Noise Levels Maximum Permissible Noise Levels (dBA) Time I Leo I Lze I La I Lz I Lmax 10:00 PM to 7:00 50 I 55 I 60 I 65 I 70 AM 7:00 AM to 10:00 55 I 60 I 65 I 70 I 75 PM Source: Municipal Code, Chapter 18, Article VI, Section 18-312. 100 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR With respect to construction -related noise, Section 18-314 (Special Provisions) of the Santa Ana Municipal Code specifies that noise sources associated with construction activities are exempt from the City's established noise standards as long as the activities do not take place between the hours of 8:00 p.m. and 7:00 a.m. on weekdays, including Saturday, or any time on Sunday or a federal holiday. City of Orange General Plan Noise Element The City of Orange General Plan Noise Element provides noise guidelines for land use planning, which provide an exterior noise standard at residential, park, and school uses of 65 dBA and an interior standard of 45 dBA. The City of Orange General Plan Noise Element also provides stationary source noise standards for various land use types. These standards (listed in Table N-2) represent the acceptable exterior noise levels at the sensitive receptor. Table N-2: City of Orange General Plan Maximum Stationary Source Noise Levels Daytime Nighttime (7:00 a.m. to 10:00 (10:00 p.m. to 7:00 Noise Level Descriptor p.m.) a.m.) Hourly Equivalent Level (Leq), 55 45 dBA Maximum Level (Lmax), dBA 70 65 Source: City of Orange, General Plan, Noise Element Table N-4 In addition, the City of Orange identifies impacts when a project causes ambient noise levels to exceed the following: • Where the existing ambient noise level is less than 65 dBA, a project related permanent increase in ambient noise levels of 5 dBA CNEL or greater. • Where the existing ambient noise level is greater than 65 dBA, a project related permanent increase in ambient noise levels of 3 dBA CNEL or greater. City of Orange Municipal Code Title 8 (Health and Safety) Chapter 8.24 (Noise Control) of the Orange Municipal Code contains noise control regulations that prohibit construction activities between the hours of 8:00 p.m. and 7:00 a.m. on weekdays and Saturdays and anytime on Sundays and federal holidays. Noise generated outside of the hours specified are subject to the noise standards identified in Table N-3, which also apply to fixed noise sources at residential properties. 101 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Table N-3: City of Orange General Plan Maximum Stationary Source Noise Levels I Noise Level I Time Period 55 dBA 7:00 a.m. - 10:00 p.m. Hourly Average (Leq) 50 dBA 10:00 p.m. - 7:00 a.m. 70 dBA 7:00 a.m. - 10:00 p.m. Maximum Level 65 dBA 10:00 p.m. - 7:00 a.m. Source: City of Orange, Municipal Code, Chapter 8.24 Exterior Standards Existing Noise Conditions Existing roadway noise levels were calculated for the roadway segments in the vicinity of the Project site. This task was accomplished using the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model (FHWA-RD-77-108) and existing traffic volumes from the Traffic Impact Study (TIS 2019). As identified in Table N-4, the existing traffic -generated noise level on Project -vicinity roadways currently ranges from 59.3 dBA CNEL 100 feet from the centerline of Bedford Road and 66.9 dBA CNEL 100 feet from the centerline of Main Street. Sensitive receptors near the Project site include: single-family residences located approximately 300 feet north of the site, multi -family residences approximately 300 feet east of the site (across Main Street and behind retail uses). Other sensitive receptors include single family residences across SR-22 and 1-5, located approximately 300 feet north and 450 feet southwest, respectively. The Santiago Creek Bike Trail and Nature Reserve is approximately 400 feet to the south. To identify the existing ambient noise levels in the Project area, 4 short-term noise measurements were conducted on November 7, 2018. The noise measured at each location is provided in Table N-5. Construction Noise Construction noise typically occurs intermittently and varies depending on the nature or phase of construction. Project construction activities would include demolition, site preparation, grading, building construction, paving, and architectural coating. Such activities would require various construction equipment. Typical operating cycles for construction equipment involves 1 or 2 minutes of full power operation followed by 3 to 4 minutes at lower power settings. Project construction would occur as close as 300 feet from existing single-family residences. However, construction at each location on site would occur for a limited amount of time. As described previously, Section 18-314 of the Santa Ana Municipal Code and Chapter 8.24 of the City of Orange Municipal Code exempts noise sources associated with construction activities from the established noise standards as long as the activities do not take place between the hours of 8:00 p.m. and 7:00 a.m. on weekdays, including Saturday, or any time on Sunday or a federal holiday. The proposed Project's construction activities would occur pursuant to these regulations and would not result in an impact related to construction noise standards. 102 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Table N-4: Existing Roadway Noise Levels ment Main Street dBA CNEL at 100 feet from Centerline Chapman Ave to West La Veta Ave 29,664 66.9 La Veta Ave to Main Place Dr/Town and Country Rd 35,291 67.8 Main Place Dr/Town and Country Rd to East City Place Dr/ Mall Entrance 29,094 67.0 Memory Lane to Santa Clara Ave 30,433 67.2 to Santa Clara Avenue to 171h Street 31,257 67.0 Bedford Road La Veta Ave to Main Place Drive 7,323 59.3 Broadwav Main Place Dr to Santa Clara Ave 126,9641 66.2 Santa Clara Ave to 17'h St 128,5671 66.5 Parker Street La Veta Ave to Town and Country Rd 12,083 61.3 La Veta Avenue Main St to SR-22 WB Ramps 1 23,034 64.4 Town and Country Road Main St to SR-22 EB Ramps 17,862 63.1 Main Place Drive Broadway to Main Street 10,320 60.7 Memory Lane Main St to Lawson Way 10,035 60.5 Santa Clara Avenue Broadway to Main Street 9,377 60.1 Buffalo Avenue AU I = average daily trips; dbA = A -weighted decibels, UNEL = community noise equi Source: Acoustical Assessment, 2019 103 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table N-5: Existing Project Area Noise Levels Leq Lmin Lmax Site Location (dBA) (dBA) (dBA) Time At the northeast corner of the 1 parking structure near JC 72.1 68.1 81.3 1:24 p.m. Penny At the northeast corner of the 2 parking structure along Main 64.4 56.2 76.2 1:37 p.m. St 130 feet east of the Broadway 3 and Main Place Dr/Memory 65.7 62.4 73.0 1:53 p.m. Lane intersection Along Main Place Dr, 890 feet 4 north of the east -west segment 71.9 96.4 77.5 2:09 p.m. of Main Place Dr Source: Acoustical Assessment, 21J19 Construction Vibration Construction has the potential to result in varying degrees of temporary groundborne vibration, depending on the specific construction equipment used and the operations involved. Vibration can result in human annoyance when construction vibration rises significantly above the threshold of human perception for extended periods of time. Building damage from vibration generated by construction equipment can also occur. However, the Federal Transit Administration (FTA) guidelines show that a vibration level of up to 0.20 in/sec is considered safe and would not result in any construction vibration damage. Table N-6 lists vibration levels at 25 feet for typical construction equipment. As shown, vibration velocities from typical heavy construction equipment operations range from 0.003 to 0.089 in/sec PPV at 25 feet from the source of activity. The nearest offsite sensitive receptors are the residential uses approximately 300 feet to the north and the nearest existing structures could be approximately 25 feet from the closest active construction zone. As shown in Table N-6, at 25 feet the vibration velocities from construction equipment would not exceed 0.089 in/sec PPV, which is below the FTA's 0.20 PPV threshold for structural damage. Therefore, vibration impacts associated with construction of the proposed Project would be less than significant. 104 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table N-6: Typical Construction Equipment Vibration Levels Peak Peak Particle Particle Peak Particle Velocity Velocity Velocity at 25 Feet at 50 Feet at 100 Feet Equipment (in/sec) (in/sec)' (in/sec)' Large Bulldozer 0.089 0.032 0.011 Caisson Drilling 0.089 0.032 0.011 Loaded Trucks 0.076 0.027 0.010 Rock Breaker 0.059 0.021 0.007 Jackhammer 0.035 0.012 0.004 Small 0.003 0.001 0.000 Bulldozer/Tractors Calculated using the following formula: PPVequlp = PPVrer x (25/D)l s where: PPVequ;p = the peak particle velocity in in/sec of the equipment adjusted for the distance PPVrer = the reference vibration level in in/sec from Table 12-2 of the FTA, Transit Noise and Vibration Impact Assessment Guidelines, 2006. D = the distance from the equipment to the receiver Source: Acoustical Assessment, 2019 Operational Noise Implementation of the proposed Project would change buildout of the site by reducing commercial and office space by 859,255 square feet and adding the development of up to 1,900 residential units. The addition of any new onsite development would create new sources of noise, such as: mechanical equipment (i.e., trash compactors, air conditioners, etc.); delivery trucks on the Project site, and approaching and leaving the loading areas; activities at the loading areas (i.e., maneuvering and idling trucks, loading/unloading, and equipment noise); parking areas (i.e., car door slamming, car radios, engine start-up, and car pass -by); and traffic noise. Onsite Sensitive Receptors The Specific Plan's development regulations require that the proposed residences are designed to limit the interior noise caused by other onsite or nearby uses, including from mechanical equipment, delivery trucks, commercial uses, parking facilities, and nearby roadways, to meet City noise standards of a maximum of 45 dBA in any habitable room with windows closed. The Specific Plan's development regulations state that proper design may include, but shall not be limited to, building orientation, double or extra - strength windows, wall and ceiling insulation, and orientation and insulation of vents. Further, the Specific Plan Design Guidelines require open space to be strategically placed throughout the Project site locations that are not impacted by ambient noise sources, as follows: 105 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR DG - 141 Open space should be sheltered from the noise and traffic of adjacent streets or other incompatible uses. DG - 219 Parking lot landscaping should contribute to minimizing environmental impacts such as noise, light, and exhaust. Additionally, the Specific Plan allows minor modifications to any of the development standards or regulation for noise attenuation purposes, such as modification of wall heights. Therefore, with compliance to Specific Plan Design Guidelines and to the City's existing noise regulations, which would be verified through the City's development permitting process, impacts related to onsite sensitive noise receptors during operation would be less than significant. No new impact would occur. Offsite Sensitive Receptors Although the Project site is within the City of Santa Ana, the closest offsite sensitive receptors are residences 300 feet to the north and 300 feet to the east that are within the City of Orange. The City of Santa Ana's stationary source exterior noise standard is 65 dBA and the City of Orange's stationary source exterior noise standard is 55 dBA. Mechanical Equipment Mechanical equipment (e.g., heating ventilation and air conditioning [HVAC] equipment) typically generates noise levels of approximately 50 to 60 dBA at 50 feet. Mechanical equipment would be located more than 300 feet from the closest offsite receptors. Conservatively, at 300 feet, mechanical equipment noise levels would be reduced to 44.0 dBA based on distance attenuation. This noise level is below the City of Orange's 55 dBA exterior standard and would not be perceptible because existing ambient noise levels are between 64.4 to 72.1 dBA (refer to Table N-5). Thus, operation of mechanical equipment would not increase ambient noise levels and would not generate noise in excess of standards. Therefore, the proposed Project would result in a less than significant impact related to noise from mechanical equipment. No new impact would occur. Delivery Trucks and Loading/Unloading Noise Typical deliveries occur during daytime hours. During loading and unloading activities, noise would be generated by the trucks' diesel engines, exhaust systems, and brakes during low gear shifting' braking activities; backing up toward the docks/loading areas; dropping down the dock ramps; and maneuvering away from the docks. Loading/unloading activities would occur at various locations throughout the site. Typical heavy truck operations generate a noise level of 68 dBA at a distance of 30 feet. The closest offsite residences would be located approximately 300 feet north and east of the Project site (across SR-22 and Main Street). These offsite residences would experience truck noise levels of approximately 48 dBA, which is below the City of Orange's 55 dBA exterior standard and below existing ambient noise levels of between 64.4 to 72.1 dBA (refer to Table N-5). Noise levels below the existing ambient levels would not result in a noticeable noise increase. As noise levels associated with trucks e] City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR and loading/unloading activities would be below City standards and ambient noise levels, impacts related to delivery trucks would be less than significant. No new impact would occur. Public and Private Outdoor Amenity and Recreational Areas The proposed Project includes exterior recreation and entertainment areas. The most prominent noise sources at these areas would be gatherings at the proposed plaza area on the east side of the Project site near Main Street. The Acoustical Assessment identified that crowd noise is approximately 62 dBA at one meter from the source (i.e., at the gathering plaza). As a result, crowd noise would be approximately 23 dBA at the closest offsite sensitive receptors that are 300 feet from the site. This noise level would not exceed the City of Orange's 55 dBA exterior noise standard and would be below the existing ambient noise levels. In addition, the proposed residential uses could include outdoor pool areas that would constitute a stationary noise source. Noise at the pool areas would be approximately 67 dBA at 75 feet from the edge of the pool during recreational swimming activities. The closest offsite sensitive receptors would be located approximately 300 feet from the Project site and 340 feet from the closest building. At this distance, noise levels would be approximately 54 dBA, which is below the City of Orange's 55 dBA exterior noise standard and below the existing ambient noise levels in the area. Therefore, the proposed recreational and entertainment areas would not generate noise levels that would increase ambient noise levels or exceed noise standards at the closest offsite sensitive receptors. Therefore, impacts would be less than significant. No new impact would occur. Surface Parking and Parking Structure Noise The proposed Project would utilize parking structures and surface lots, both of which currently exist on the site. The instantaneous maximum sound levels generated by parking lot noise, such as a car door slamming, engine starting up, and car pass-bys range from 60 to 63 dBA. Conversations in parking areas typically range from 33 dBA at 50 feet for normal speech to 50 dBA at 50 feet for very loud speech. Parking lot noise that would occur from the Project would be consistent with the existing noise in the vicinity and would be partially masked by background noise from traffic along 1-5, SR 22, and Main Street. Based on distance attenuation, instantaneous maximum parking noise would be reduced to 47 dBA at the closest offsite sensitive receptor, which is below the City of Orange's 55 dBA standard. Therefore, noise impacts from parking facilities would be less than significant. No new impact would occur. 107 City of Santa Ana MainPlace Mall Transformation Traffic Noise Addendum to the Fashion Square Commercial Center Final EIR The proposed Project would result in additional traffic on adjacent roadways, thereby increasing vehicular noise near existing and proposed land uses. As shown in Table N- 6, roadway noise levels would range from 61.3 to 68.7 dBA. The highest increase in noise levels would occur along Bedford Road, which would increase by 2.1 dBA. This level is below the perceptible noise level change of 3.0 dBA. Thus, impacts would be less than significant. No new impact would occur. In addition, as detailed in Section 5.6, Traffic and Circulation, the traffic generated by the proposed Project would be less than what would occur under the current entitlements for the site. Table N-7 compares the Existing Plus Project noise condition to the Currently Entitled noise condition and shows that the proposed Project would result in lower traffic noise levels on all roadway study segments compared to what would occur under the Current Entitlements. Table N-7: Existing Plus Project Traffic Noise Levels Existing With Current Project Project Conditions Entitlements With Project Change Change from from Roadway dBA dBA dBA Existing Existing Significant Segment ADT CNEL ADT CNEL ADT CNEL Conditions Entitlement Impact? Main Street Chapman Ave to 29,664 66.9 35,042 67.7 35,332 67.7 0.8 -0.7 No La Veta Ave La Veta Ave to Main Place Dr/ 35,291 67.8 42,668 68.6 42,651 68.6 0.8 -0.8 No Town and Country Rd Main Place Dr/Town and Country Rd to 29,094 67.0 36,905 68.0 35,903 67.9 0.9 -1.0 No East City Place Dr/Mall Entrance Memory Lane to 30,433 67.2 38,919 68.2 37,710 68.1 0.9 -1.1 No Santa Clara Ave Santa Clara Ave to West 171h St 31,257 67.0 36,237 67.6 35,709 67.6 0.6 -0.6 No Bedford Road La Veta Ave to 7 323 59.3 12,017 61.4 11,901 61.4 2.1 2.2 No Main Place Dr N. Broadway Main Place Dr. to Santa Clara 26,964 66.2 31,933 67.0 31,023 66.8 0.6 -0.7 No Ave Santa Clara Ave 28 567 66.5 31,966 67.0 31,406 66.9 0.4 -0.5 No to West 171h St City of Santa Ana MainPlace Mall Transformation Addendum to the Fashion Square Commercial Center Final EIR Roadway Existing With Current Project Project Significant Segment Conditions Entitlements With Project Change Change Impact? Parker Street La Veta Ave to Town and 12,083 61.3 12,399 61.4 12,299 61.4 0.1 -0.1 No Country Rd La Veta Avenue Main St to SR- 23,034 64.4 27,931 65.2 27,414 65.1 0.8 0.8 No 22 WB Ramps Town and Country Road Main St to SR- 17,862 63.1 19,582 63.5 19,497 63.5 0.4 0.4 No 22 EB Ramps Main Place Drive N. Broadway to 10,320 60.7 14,911 62.3 14,499 62.2 1.5 1.6 No Main St Memory Lane Main St to 10,035 60.5 11,470 61.1 11,315 61.1 0.5 0.6 No Lawson Way Santa Clara Avenue N. Broadway to 9,377 60.1 10,558 60.7 10,298 60.5 0.4 0.5 No Main St Buffalo Avenue N. Broadway to 4,268 54.3 4,443 54.4 4,444 54.4 0.2 0.2 No Main St Conclusion for Noise Overall, impacts related to noise from implementation of the proposed Project would be less than significant. Thus, no new or substantially greater noise impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding noise. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. 109 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Mitigation Measures No mitigation measures related to noise were included in the 1983 EIR and none are required for the proposed Project. 110 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Summary of Impacts Identified in the 1983 EIR AQMP Consistency The 1983 EIR described that a project's consistency with the Air Quality Management Plan (AQMP) is determined by consistency with the local population and land use projections. The 1983 EIR determined that the Originally Approved Plan was consistent with the AQMP population forecast for the area of Orange County and the SCAG-78 land use projections in Orange County. In addition, the 1983 EIR described that the Originally Approved Plan would recycle existing urban land to a greater intensity, which was consistent with the AQMP forecast. Therefore, the 1983 EIR determined that impacts related to AQMP consistency would not occur. Construction The 1983 EIR determined that construction would produce two sources of air pollution emissions that include exhaust emissions from construction and grading equipment and dust generated as a result of earth movement and equipment traffic on local streets. The dust emissions may cause a nuisance to people and business located on adjacent properties or along roadways used by the earth -moving equipment, or to motorists who park motor vehicles in the vicinity of the site. Upon completion of construction, the dust emissions would cease. The exhaust emissions would be of short-term duration during the construction phase only. Operation The 1983 EIR describes that a majority of the operational emissions would result from vehicular emissions. The EIR determines that emissions from operation of the Originally Approved Plan is negligible (0.4 percent) when comparing it to the 1987 total emissions inventory projected for Orange County. The 1983 EIR also describes that the aggregate long-term contribution of emissions from the Originally Approved Plan to the 1987 Orange County emission inventory ranges from a negligible amount of organic gases to 0.7 percent of nitrogen oxides, depending upon the type of pollutant. The EIR determines that these levels of emissions are less than significant. It should be noted that comparing a project's emissions to county -wide emissions is no longer the current methodology or considered best practice for the analysis of air emissions. Since certification of the 1983 EIR, the South Coast Air Quality Management District (SCAQMD) adopted the CEQA Handbook (1993) that established project -level thresholds. Summary of Impacts Identified in the 1996 Addendum 111 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Construction The 1996 Addendum determined that construction of the proposed modifications would result in the emission of approximately 72 pounds per day (ppd) of CO, 8 ppd of ROG, 75 ppd of NOx, and 119 ppd of PMio, which are below the SCAQMD construction emission thresholds of 550 ppd of CO, 75 ppd of ROG, 100 ppd of NOx, and 150 ppd of PMio. Thus, the 1996 Addendum determined that construction -related air quality impacts would be less than significant. Operation The 1996 Addendum determined that emission levels from operation of the proposed modifications would be above the SCAQMD thresholds for CO, ROG, and NOx, but would be lower than the emission levels identified in the 1983 EIR. Therefore, the proposed modifications would result in fewer air quality impacts than those associated with the Originally Approved Plan. Impacts Associated with the Proposed Project No New Impact. To identify potential air quality related impacts from implementation of the proposed Project, an Air Quality Assessment (AQ 2019), Health Risk Assessment (HRA 2019), and Greenhouse Gas Emissions Assessment were prepared and are included as Appendices F through H, respectively. AQMP Consistency The 2016 AQMP contains air pollutant reduction strategies based on SCAG's growth forecasts, which were defined in consultation with local governments and based upon general plans. The Project site has a General Plan land use designation of District Center and a General Commercial (C2) zoning designation, which provides for a range of commercial uses, as well as all of the uses allowed in the Community Commercial (Cl) zone. The proposed Project would modify the Current Entitlements to reduce the office and commercial uses and add residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use designation by adding residential uses in a mixed -use setting. The General Plan's District Center designation allows up to 4,486,074 square feet of mixed uses, inclusive of residential uses, based on the maximum floor area ratio (FAR) of 2.1 over the approximately 49-acre site. As proposed, the Project would result in a District -wide FAR of 2.08, and a density of 39 dwelling units per acre, which is within the maximums allowed in the General Plan. Thus, the proposed Project is consistent with the land use designation and development density presented in the General Plan; and therefore, consistent with the AQMP. In addition, as detailed below, implementation of the Project would not result in greater emissions than were previously anticipated in the 1983 EIR and 1996 Addendum. Therefore, the proposed Project is consistent with the AQMP and impacts related to the AQMP would not occur. 112 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Regional Construction Air Quality Similar to implementing the Current Entitlements for the Project site, implementation of the Project construction would generate short-term emissions of criteria air pollutants. Project construction activities would occur over multiple years and have various timelines related to proposed onsite developments. The proposed Project would be required to comply with all SCAQMD Rules for construction, which includes: • Rule 402 that prohibits the discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health, or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property. • Rule 403 that requires that fugitive dust be controlled with Best Available Control Measures that include, but are not limited to, the following: a) Portions of a construction site to remain inactive longer than a period of 3 months will be seeded and watered until grass cover is grown or otherwise stabilized. b) All on -site roads will be paved as soon as feasible or watered periodically or chemically stabilized. c) All material transported off -site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. d) The area disturbed by clearing, grading, earthmoving, or excavation operations will be minimized at all times. e) Where vehicles leave a construction site and enter adjacent public streets, the streets will be swept daily or washed down at the end of the workday to remove soil tracked onto the paved surface. Rule 1113 requires architectural coatings to be selected so that the volatile organic compound (VOC) content of the coatings is compliant with SCAQMD Rule 1113. Since certification of the 1983 EIR and adoption of the 1996 Addendum, the Environmental Protection Agency (EPA) and the California Air Resources Board (CARB) have adopted off -road equipment emissions standards. These emissions standards have been phased in since 1996 in four distinct tiers. Beginning in 2014, new off -road mobile engines sold that are equal or greater than 130 horsepower are required to meet Tier 4 Final standards (40 Code of Federal Regulations, part 1039). Thus, implementation of the Project in 2019 or thereafter results in construction emissions that are substantially lower than what was anticipated in the 1983 EIR. Additionally, construction of the proposed Project would be required to comply with current SCAQMD rules, including Rule 402 (Nuisance), Rule 403 (Fugitive Dust), and Rule 1113 (architectural coatings). The applicable SCAQMD Rules are required to be included on the contractor specifications and implemented through the construction permitting process. As such, construction emissions from the proposed Project would be lower 113 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR than what was anticipated in both the 1983 EIR and the 1996 Addendum, and no new construction impacts would occur. Localized Construction Air Quality Construction is temporary, would be transient throughout the site (i.e., move from location to location), and would not generate emissions in a fixed location for extended periods of time. Construction would be subject to and would comply with California regulations limiting the idling of heavy-duty construction equipment to no more than 5 minutes to further reduce nearby sensitive receptors' exposure to temporary and variable diesel particulate matter emissions. For these reasons, diesel particulate matter emissions generated by construction activities, in and of itself, would not be expected to expose sensitive receptors to substantial amounts of air toxics and the Project would have a less than significant impact. No new impact would occur. Although the closest sensitive receptors are located approximately 300 feet from the property line of the Project, construction would not occur at the property line, but would be setback approximately 300 feet the property line that is closest to the sensitive receptors. Therefore, the receptors would be located approximately 600 feet from the closest active construction zone. According to the CARB Air Quality and Land Use Handbook (2005), pollutant concentrations drop off drastically with distance (i.e., a 70 percent drop off in pollutant concentrations at 500 feet from the source). Additionally, construction equipment and vehicles in general have become cleaner and release less emissions than when the 1983 EIR was certified and when the 1996 Addendum was adopted. As a result, construction emissions would be lower than what was anticipated in both the 1983 EIR and the 1996 EIR, and no new impacts would occur. Regional Operations Air Quality The proposed Project would adjust the land use at buildout of the Project site by reducing commercial and office space by 859,255 square feet and providing for development of up to 1,900 residential units. Table AQ-1 compares the proposed Project emissions with those listed in the 1983 EIR. As shown, the operational emissions from the proposed Project would be far lower than what was identified in the 1983 EIR. Table AQ-1: Comparison of Operational Emissions Identified in the 1983 EIR and the Proposed Project Source ROG NO: CO S02 PM10 PM2.e Proposed Project 184.63 258.70 772.47 1.78 136.31 39.0 5 5 Emissions Listed in the 710 2,489.10 11,994.70 190 305.43 n/a2 1983 Project EIR Difference -525 -2,230 -11,222 -188 -169 n/a3 SCAQMD Threshold 55 55 550 150 150 55 Source: Air C,luality Assessment, 2U1y 114 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Table AQ-2 compares modeled emissions of the proposed Project, the Originally Approved Plan, and the Current Entitlements. As detailed in Section 5.6, Traffic and Circulation, the proposed Project would generate fewer vehicular trips than both the Originally Approved Plan and the Current Entitlements. This would result in a net decrease in mobile source emissions. The ROG emissions from the proposed Project would be slightly higher than the Current Entitlements because residential uses generate more area source emissions than commercial and office uses. However, this is not considered significant because the 17.49 increase in ROG emissions is below the SCAQMD threshold of significance of 55, and because the ROG emissions would be less than the emissions identified in the 1983 EIR. Therefore, the proposed Project would not result in any new adverse impacts or substantially increase the severity of any previously identified impacts. Table AQ-2: Comparison of Operational CalEEMod Emissions from Each Entitlement Source I ROG I NO. CO SOz I PMIo I PMz.e Proposed Project Summer Emissions Area Source Emissions 106.70 1.82 157.54 0.01 0.87 0.87 Energy Emissions 1.51 13.42 9.00 0.08 1.05 1.05 Mobile Emissions 76.42 240.93 594.89 1.69 134.38 37.12 Total Emissions 184.63 256.17 761.42 1.78 136.29 39.03 Winter Emissions Area Source Emissions 106.70 1.82 157.54 0.01 0.87 0.87 Energy Emissions 1.51 13.42 9.00 0.08 1.05 1.05 Mobile Emissions 75.46 243.46 605.93 1.61 134.40 37.14 Total Emissions 183.67 258.70 772.47 1.70 136.31 39.05 Originally Approved Project Summer Emissions Area Source 102.80 0.00 0.44 0.00 0.00 0.00 Emissions Energy Emissions 2.02 18.34 15.41 0.11 1.39 1.39 1'3008.4 Mobile Emissions 137.16 476.41 4.29 357.88 98.60 1,354.2 Total Emissions 241.99 494.76 4.40 359.28 100.00 Winter Emissions Area Source 102.80 0.00 0.44 0.00 0.00 0.00 Emissions Energy Emissions 2.02 1 18.34 1 15.41 1 0.11 1.39 1.39 115 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Source ROG NO: CO SOz PM10 PM2.e 1,373.7 Mobile Emissions 135.34 485.48 4.09 357.91 98.63 1,329.E Total Emissions 240.16 503.83 4.20 359.31 100.03 Current Entitlements Summer Emissions Area Source Emissions 78.43 0.00 0.35 0.00 0.00 0.00 Energy Emissions 1.00 9.09 7.64 0.05 0.69 0.69 Mobile Emissions 87.91 299.75 823.37 2.59 214.53 59.13 Total Emissions 167.34 308.84 831.36 2.64 215.22 59.82 Winter Emissions Area Source Emissions 78.43 0.00 0.35 0.00 0.00 0.00 Energy Emissions 1.00 9.09 7.64 0.05 0.69 0.69 Mobile Emissions 86.75 304.98 818.38 2.47 214.55 59.15 Total Emissions 166.18 314.08 826.37 2.52 215.24 59.84 Difference: Proposed Project -Originally Approved Plan Summer Emissions -57.36 -238.59 -592.83 -2.62 -222.99 -60.97 Winter Emissions -56.49 -245.13 -567.15 -2.50 -223.00 -60.98 SCAQMD 55 55 550 150 150 55 Threshold 1 Difference: Proposed Project - Current Entitlements Summer Emissions 17.29 -52.67 -69.94 -0.86 -78.93 -20.79 Winter Emissions 17.49 -55.38 -53.90 -0.82 -78.93 -20.79 SCAQMD 55 55 550 150 150 55 Threshold 1 Source: Air C,luality Assessment, 21J19 Localized Operations Air Quality SCAQMD has localized significance thresholds (LSTs) that represent the maximum emissions from a project that would not cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality standards, and thus would not cause or contribute to localized air quality impacts. LSTs are developed based on the ambient concentrations of that pollutant for each of the 38 source receptor areas (SRAs) in the Basin. The localized thresholds, which are found in the mass rate look -up tables in the "Final Localized Significance Threshold Methodology" document prepared by SCAQMD, were developed for use on projects that are less than or equal to 5-acres in size and are only applicable to the following criteria pollutants: NOx, CO, PMto, and PM2.s. 116 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Although the Project site is larger than 5 acres, the applicable SCAQMD localized thresholds for a 5-acre site from the "Final Localized Significance Threshold Methodology" document's mass rate look -up tables are used to provide a conservative screening analysis. This is conservative because it estimates emissions from the larger area and concentrates them into a 5-acre site. If the emissions from the larger area are less than the thresholds for a 5-acre area, it can be assured that impacts would be less than significant. The closest sensitive receptor is 300 feet from the Project site; therefore, the LST values for 100 meters (328 feet) were used. As identified in Table AQ-3, the operational area source emissions would be below the LSTs. Therefore, operational LST impacts would be less than significant. No new impact would occur. Table AQ-3: Localized Significance of Operational Emissions Activity NO: CO PM2.e PM10 Area Source Emissions 2 158 1 1 LST Screening Threshold (conservatively 5 acres at 100 meters) 226 2,112 15 49 Exceed SCAQMD Threshold? No No No No Source: Air Quality Assessment, 2019 Toxic Air Contaminants In urban communities, vehicle emissions contribute significantly to localized concentrations of air contaminants and CARB has issued advisory recommendations for siting new sensitive land uses in proximity to sources associated with TAC's and recommends performing site specific environmental evaluations. Because the Project site is located within an urban community approximately 150 feet northeast and 150 feet south of 1-5 and SR-22, respectively, which have substantial daily vehicle and truck volumes, the contaminants generated from the roadway were identified by an HRA prepared for the proposed Project to provide risk estimates related to air contaminants that are reflective of anticipated exposures experienced at the site. Emissions from vehicle traffic along both freeways were calculated using information derived from traffic count, vehicle fleet profile, vehicle speed data collected by the California Department of Transportation (Caltrans) Annual Average Daily Traffic (AADT) census. The Health Risk Assessment (HRA) determines that with incorporation of MERV 13 (or equivalent) ventilation systems, as proposed, the highest hourly average diesel PM10 emission concentration at the site resulting from truck traffic on the freeways would be 0.11 pg/m3. The highest expected annual average diesel PM10 emission concentrations at the site would be 0.049 pg/m3 (HRA 2019). The HRA conservatively assumes no cleaner technology with lower emissions in future years. As shown in Table AQ-4, the highest calculated carcinogenic risk at the Project site would be on the first floor and the 117 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR risk would be 5.98 per million for 70-year exposure, 5.04 per million for 30-year exposure, and 3.62 per million for 9-year exposure, which are less than the threshold of 10 per million. Therefore, impacts related to toxic air contaminates would be less than significant. Table AQ-4: Health Risk Assessment Results Maximum Cancer Risk (Risk per Million) Significance Threshold (Risk per Million) Exceeds Significance Threshold? Floor 70-Year Exposure 30-Year Exposure 9-Year Exposure 1 5.98 5.04 3.62 10 No 2 5.41 4.55 3.27 10 No 3 4.27 3.60 2.59 10 No 4 2.92 2.46 1.77 10 No 5 7.56 6.36 4.57 10 No Source: Health Risk Assessment, 2019 Greenhouse Gas Emissions The SCAQMD Greenhouse Gas (GHG) CEQA Significance Threshold Working Group identified different GHG threshold options for different types of projects. This includes numeric "bright -line" thresholds and efficiency metric thresholds to meet the State's GHG emissions targets. The efficiency -based threshold is 3.0 MTCO2e per service population per year, which would meet the State's 2035 GHG reduction target (GHG 2019). Construction of the proposed Project would include development of an additional 270,000 square feet of commercial, 750,000 square feet of office, 400 hotel rooms, and 1,900 residential units. Earthwork would involve the export of 440,000 cubic yards of soil for parking structures and the import of 200,000 cubic yards of soil for minor grade adjustments. Demolition of existing parking lot pavement, parking structures, and other existing structures would also occur. Pursuant to SCAQMD guidance, construction GHG emissions are summed and amortized over the lifetime of the project (assumed to be 30 years), then added to the operational emissions. The amortized Project construction emissions would be 62 MTCO2e per year. GHG emissions would also occur from operation of the Project due to vehicular traffic (mobile emissions), on -site combustion of natural gas, and operation of any landscaping equipment. Operational GHG emissions also result from offsite generation of electrical power, the energy required to convey water to, and wastewater from the Project site, the emissions associated with solid waste generated from the Project, and any fugitive refrigerants from air conditioning or refrigerators. The GHG emissions that are estimated to occur from the existing development on the site, the Originally Approved Plan, and the proposed Project are provided in Table AQ-5. 118 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table AQ-5: GHG Emissions from the Proposed Project Emissions Source MTCO2e per Year Existing Conditions Originally Approved Plan Current Entitlement Proposed Project Construction Amortized Over 30 Years N/A 227 170 291 Area Sources 0.03 0.11 0.09 20 Energy 4,255 20,565 15,494 15,322 Mobile 31,043 50,559 39,499 39,945 Solid Waste 298 938 804 820 Water and Wastewater 541 2,635 2,495 2,437 Total 36,137 74,924 58,462 58,835 Source: Greenhouse Gas Emissions Assessment, 2019 Table AQ-5 shows that the proposed Project would have greater construction emissions than those associated with the Originally Approved Plan and the Current Entitlements. However, the modeling conservatively assumes no soil import/export or demolition for the Originally Approved Plan and the Current Entitlements, since demolition and grading details are not known for these scenarios. Thus, actual emissions with these scenarios would be higher. In addition, Table AQ-5 shows that that the net GHG emissions from development of the proposed Project would be 15,863 MTCO2e/yr less than the development contemplated under the Originally Approved Plan. Table AQ-6 compares the service population GHG emissions associated with the proposed Project, the Originally Approved Plan, and the Current Entitlements. As shown, the proposed Project's service population would be higher and service population GHG emissions would be less than the Originally Approved Plan and the Current Entitlements scenarios. The proposed Project's lower efficiency metric means that it would accommodate more residents and employees at a lower overall rate of emissions. Additionally, the proposed Project's GHG Efficiency of 2.84 MTCO2e per service population is below the SCAQMD's 3.0 MTCO2e per service population 2035 threshold. Thus, the impacts related to GHG emissions would be less than significant. Also, the proposed Project would result in fewer total GHG emissions than the Originally Approved Plan and would be similar to emissions from the Current Entitlements. Thus, no new impacts related to GHG emissions would occur from the proposed Project. Table AQ-6: Net Service Population GHG Emissions Emissions Source (Net New Building Area) Net Emissions MTCO2e/year Net Service Population MTCO2e1yea r/ Service Population Originally Approved (1983) Plan 38,787 5,181 7.49 Current Entitlement 22,325 4,462 5.00 Proposed Project 22,698 8,001 2.84 119 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Proposed Project Minus Originally Approved 16,089 2,820 -4.65 (1983) Plan Proposed Project Minus Current Entitlement 373 3,539 -2.16 Source: Greenhouse Gas Emissions Assessment, 2019 Climate Action Plan The City of Santa Ana adopted a Climate Action Plan (CAP) in December 2015. According to the CAP, transportation accounted for 48 percent of community emissions in 2008. Commercial, Industrial, and Residential Energy accounted for 42 percent of emissions in Santa Ana. Solid waste, water use, and wastewater together account for six percent of community -wide emissions in 2008. The CAP describes that many of the commercial and employment corridors throughout the City have limited or no residential development. The CAP envisions that the City would locate new residential development within these commercial and employment corridors to create a more optimal mix of land uses. This mix of land uses could potentially divert some work, shopping, and eating trips from automobile use to bicycle and pedestrian travel; and it would result in reducing vehicle miles traveled (VMT). The CAP builds upon the goals and policies set forth in the City's General Plan and is specifically designed to achieve the City's goals of reducing community -wide GHG emissions 15 percent below the baseline year (2008) by 2020 and 30 percent below the baseline year by 2035. One of the methods prescribed by the CAP for achieving those goals is encouraging higher intensity mixed -use development within the City's designated District Centers. Specifically, the CAP explains that "District Centers are to be developed to provide shopping, business, cultural, education, recreation, entertainment, and housing opportunities, and the most intense development in the City is targeted to those areas." The CAP encourages locating new residential development within the City's existing commercial and employment corridors "to create a more optimal mix of land uses" and "divert some work, shopping, and eating trips from automobile use to bicycle and pedestrian traffic." The proposed Project would help implement the CAP by authorizing the development of residential uses (in place of previously entitled commercial and office uses) within the existing commercial center. The proposed Project is an urban mixed -use infill project that would include local commercial, housing, office, and hotel near OCTA transit routes, major freeways, and roadways. The infill location, mix of uses, and proximity to transit would reduce dependency on cars, reduce time spent in traffic, closely links residents to jobs and services, and reduce VMT. The inclusion of 1,900 residential dwelling units at a commercial site would create a more optimal mix of land uses that would be conducive to the increased use of transit. As detailed in Table AQ-7, the proposed Project is consistent with the City's Climate Action Plan goals. 120 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table AQ-7: Climate Action Plan Consistency CAP Goals I Compliance Transportation and Land Use Measures GOAL 1: Development of Local Consistent. The proposed Project is an urban mixed -use infill Retail Service Nodes project that would include local commercial, housing, office, and hotel near OCTA transit routes, major freeways, and roadways. The infill location, mix of uses, and proximity to transit would reduce dependency on cars, reduce time spent in traffic, closely links residents to jobs and services, and reduce VMT. GOAL 2: Local Residential Nodes Consistent. The proposed Project would include commercial, near Retail and housing, office, and hotel uses at an urban infill location near Employment transit, major freeways, and roadways. The inclusion of 1,900 residential dwelling units at a commercial site would create a more optimal mix of land uses that would be conducive to the increased use of transit. GOAL 3: Traffic Signal Not Applicable. This is not a project -specific policy and is Synchronization therefore not applicable. Program GOAL 4: Local Employment Consistent. As noted above, the proposed Project is an urban infill Nodes near Residential project mixed -use development that would include commercial, and Retail Areas housing, office, and hotel near transit and major freeways and roadways. The Project includes 750,000 square feet of office adjacent to existing and proposed retail and proposed residential. GOAL 5: End of Trip Facilities in Consistent. The Project includes facilities to support bike and New Projects transit facilities and the proposed mix of uses, proximity to transit and employment would encourage and facilitate and alternative forms of transportation. GOAL 6: Safe Routes to Schools Consistent. Although this is not a project -specific policy, the Project would maintain and provide walkways, pedestrian, and bicycle mobility access between schools and residences. GOAL 7: Design Guidelines for Consistent. The Project would include a variety of connectivity External Bike/ points for vehicles, bicycles, transit, and pedestrians. The Santiago Pedestrian/ Transit Creek Trail, a regional trail, terminates on the eastern side of Main Connectivity Street and provides bicycle access to the Project site. There are four bus lines that use the existing bus stop along the eastern boundary of the site. GOAL 8: Design Guidelines for Consistent. The Project has a network of internal walkways and Internal Bike/ includes bicycle racks and bicycle parking/sharing stations to Pedestrian/ Transit facilitate access throughout the site. Connectivity GOAL 9: Adjust Parking Ratios Consistent. The proposed Project includes implementation of a Specific Plan with adjusted parking standards that are specific to the proposed uses, which reduce the parking from the City's standard of 3 spaces per 1,000 square feet to 1.9 spaces per 1,000 square feet. The Project would not conflict with implementation of this goal. 121 City of Santa Ana MainPlace Mall Transformation Addendum to the Fashion Square Commercial Center Final EIR CAP Goals I Compliance GOAL 10: Community -wide Bike Consistent. This policy includes the development of bike -sharing Sharing Stations stations at several locations throughout the City, including the Santa Ana Regional Transportation Center, major bus stop locations, City Hall, etc. These bicycles will help to extend trips possible through transit or directly substitute automobile trips. The Project includes bicycle parking/sharing stations within the parking structures. Energy Measures GOAL 11: Property Assessed Consistent. The Project includes energy efficient infrastructure, Clean Energy (PACE) such as Title 24 compliant irrigation and plumbing systems, energy Financing —Commercial efficient appliances, solar -reflective roofing materials, and a minimum of 25 electric vehicle charging stations. Financial programs such as PACE can provide assistance to the developer to implement these measures. GOAL 12: SCE Small and Medium Consistent. The Project incorporates energy saving measures into Business Direct Install the Project design, as described in the previous response. Programs such as SCE Direct Install can assist the developer with implementing these measures. GOAL 13: Property Assessed Consistent. Refer to the responses above. Financial programs Clean Energy (PACE) such as PACE could potentially provide assistance to the developer Financing —Residential to implement these measures. GOAL 14: Solar Photovoltaic Consistent. The Project currently does not specifically include the Systems — New Private use of solar photovoltaic systems. However, beginning in 2020 the Installs California Building Code will include a requirement for new residential buildings to include solar rooftop panels. In addition, the solar incentives offered by the state could be used to assist the developer with solar photovoltaic installations. GOAL 15: SCE and SCG Consistent. These goals generally involve the use of retrofit Residential Programs programs and would not directly apply to the new development proposed on -site. The Project would comply with the latest CalGreen and Title 24 standards, which would meet these GOAL 16: Weatherization* GOAL 17: SCG Commercial requirements. Programs** GOAL 18: Streetlight Purchase and Retrofit*** GOAL 19: Benchmarking and Retrocommissioning* GOAL 20: Title 24 Energy Consistent. The Project would comply with Title 24 energy Efficiency Standards— efficiency standards for commercial uses. Commercial* GOAL 21: Title 24 Energy Consistent. The Project would comply with Title 24 energy Efficiency Standards— efficiency standards for residential uses. Residential* GOAL 22: Solar Hot Water Heating Not Applicable. The Project does not include laundromats. Systems for Laundromats** GOAL 23: Green Business Consistent. Incentive and financial programs such as the Green Challenge Program* Business Challenge Program can provide assistance to the future tenants to implement energy efficiency measures. The program benefits participating businesses through reduced costs for energy, 122 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR CAP Goals I Compliance water, and waste disposal. Solid Waste, Water, and Wastewater Measures GOAL 24: AB 341 Commercial and Consistent. The Project would implement a solid waste recycling Multifamily Recycling system in compliance with State and local regulations. GOAL 25: Food Waste Digestion Consistent. The existing MainPlace Mall has piloted a composting project with select restaurants and eateries. The food waste is converted to Biofuel, which provides electricity to a Waste & Water Treatment Plant in the City of Carson. The program is expected to continue (https://www.shopmainplacemall.com/sustainability/). GOAL 26: Rainwater Harvesting Consistent. The proposed Project would install storm water detention systems that would infiltrate runoff onsite. In addition, runoff would be routed to onsite landscaped areas. GOAL 27: Turf Removal Consistent. No turf exists onsite. The Project includes landscaping alternatives to turf. * Note that emissions reduction from these measures include natural gas and electricity savings. **Emissions reduction from these measures is due entirely to natural gas savings. ***Emissions reduction from these measures is due entirely to electricity savings. Source: Greenhouse Gas Emissions Assessment, 2019 Conclusion for Air Quality Overall, impacts related to air quality (including GHGs) from implementation of the proposed Project would be less than significant. Thus, no new or substantially greater air quality impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding air quality. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures The 1983 EIR described that increased air emissions would result from increased traffic and increased use of electricity and natural gas, and references mitigation measures to be designed to reduce the generation of traffic and usage of electricity and natural gas in other sections of the EIR; no specific air quality mitigation measures were identified. 123 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR As described above, the proposed Project would not result in any significant air quality or GHG impacts, and no new mitigation measures are required. 124 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.9 SHADE/SHADOW, SOLAR GLARE, ILLUMINATION Summary of Impacts Identified in the 1983 EIR The 1983 EIR described that the proposed location and heights of the buildings were unknown. However, buildings of varying in height could cast shadows on 3 surrounding residential areas and that an analysis for each building would have to be prepared when plans are submitted to determine if shadow impacts would occur. This requirement was included as mitigation. The 1983 EIR concluded that the Originally Approved Plan could have significant and unavoidable shade/shadow impacts, based on the fact that there was "no absolute height limit" applicable to the development and because no plans were submitted. The 1983 EIR also described that depending on the type of building exterior, solar reflection impacts could occur. At certain angles, solar reflections could cause blind spots for motorists and annoyances to residents. Thus, mitigation was included to require non -reflective building exteriors be used, which would reduce impacts to a less than significant level. The 1983 EIR also describes that the Originally Approved Plan would require additional security and aesthetic lighting that could create increased sources of illumination. Therefore, mitigation was included to require that onsite lighting be shielded and directed downward, and that low intensity lighting be used in parking areas to reduce impacts to a less than significant level. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described the buildings onsite as no higher than 3 stories and determined that they pose no shade/shadow impacts to offsite structures. The 1996 proposed commercial expansion was also proposed at a maximum of 3 stories. The Addendum determined that the new 3-story structures would blend with the existing structures and would not result in any adverse impacts to shade/shadow. The Addendum also determined that the proposed expansions would not be constructed with reflective surfaces and no impacts related to solar glare was anticipated. Regarding illumination, the Addendum determined that the proposed modifications represented a small percentage of the already existing structures on the site. Therefore, no differential in illumination would result from the proposed additions and impacts would not occur. Impacts Associated with the Proposed Project No New Impact. Shade/Shadow The MainPlace Specific Plan includes a development plan with development standards that address building heights, setbacks, and building placement standards. These standards restrict buildings fronting Main Street to a maximum of 20 stories, and buildings on all other portions of the Project site to a maximum of 10 stories. 125 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR As described previously, the 1983 EIR determined that buildings of varying in height could cast shadows on 3 surrounding residential areas (referred to as Residential Areas A through C shown on Figure 16) and that proposed buildings on the Project site would need to be evaluated to determine if shade and shadow to residential areas would occur. As such, this information follows: Residential Area A is located southeast of Main Street at Memory Lane. At the time of the 1983 EIR, residential development was located north of the Santiago Creek Trail. This area on the southeast corner of the intersection of Main Street at Memory Lane is now developed with a 10-story office building and 4-story parking structure. Table 23 of the 1983 EIR indicates that a 21-story building would need to be setback approximately 500 feet from the Project site boundary to preclude shadows. At its nearest point, on -site development would be approximately 1,000 feet from existing off -site single-family residences to the southeast of the Project site on N. Spurgeon Street and E. Virginia Avenue. Due to the distance between the Project site and the residences, no shade/shadow impacts would occur in Residential Area A. No new impact would occur. Residential Area B is located southwest of the Project site and west of the 1-5. The 1983 EIR described that "A building between 8 and 19 stories tall could be 126 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Figure 16, Residential Areas in the Vicinity of the Project 127 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 128 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR located in the southwest portion of the site and not cast shadows to Residential Area "B". The buildings proposed to be located adjacent to 1-5 would not exceed 10 stories, pursuant to the development regulations in the Specific Plan. Therefore, no shade/shadow impacts would occur in Residential Area B. No new impact would occur. Residential Area C is the residential area located to the north of SR-22. The1983 EIR states: "A building from 19 to 52 stories tall could be located along the northern Project boundary before any shadows were cast to Residential Area 'C'." As part of the proposed Project, the maximum proposed building height is 20-stories along Main Street and 10-stories elsewhere onsite, pursuant to the development regulations in the Specific Plan. Therefore, no shade/shadow impacts would occur in Residential Area C. No new impact would occur. As described previously, the 1983 EIR concluded that development on the Project site could have significant and unavoidable shade/shadow impacts. However, the Project's proposed building heights would not generate shadows upon residential areas. Therefore, impacts related to shade/shadow impacts would be less than those identified in the 1983 EIR and the same as those identified in the 1996 Addendum. In addition, Mitigation Measure 5.9-1 from the 1983 EIR, which provides for a shade and shadow analysis to reduce potential impacts would not be applicable to the proposed Project, given that the Specific Plan's development plan restricts building locations and heights such that no impact would occur. Solar Glare Reflective light (glare) can be caused by sunlight or artificial light reflecting from finished surfaces such as window glass or other reflective materials. Generally, darker or mirrored glass would have a higher visible light reflectance than clear glass. Buildings constructed of highly reflective materials from which the sun reflects at a low angle can cause adverse glare. The proposed Project would not use highly reflective surfaces, nor be comprised of glass sided buildings. Although the buildings would contain windows, the windows would be separated by brick, cement, stucco, or similar type of sided building wall that would limit the potential of glare. The Specific Plan Design Guidelines include the following requirements that reduce the potential for glare: DG - 63 All materials for exterior applications should be finished. Inappropriate materials for exterior applications include: (a) Plastics/Plastic Laminates (b) Asphalt shingles (c) Corrugated fiberglass, or plastic (d) Plywood or similar (e) Highly reflective materials 129 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR DG - 66 Colors should be non -reflective. Colors and materials should be subdued or flat -toned so as not to produce excessive reflected glare from the sun. DG - 1971-ighting in parking areas should be arranged to prevent direct glare into adjacent dwelling units and onto neighboring uses/properties. As described previously, the 1983 EIR included Mitigation Measure 5.9-2, to require that non -reflective building exteriors be used. This mitigation measure would ensure that non -reflective and low -reflective building materials be used, which would reduce potential impacts related to glare. In addition, as described below, onsite lighting would be angled down and shielded, which would avoid the potential of onsite lighting to generate glare. Thus, consistent with the findings of the 1983 EIR, impacts relating to glare would be less than significant with Mitigation Measure 5.9-2. Furthermore, no new or substantially greater solar glare impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. No new impact would occur. Illumination The Project site is located within a developed urban area, adjacent to highly used roadways. Existing sources of light in the vicinity of the Project site includes: street lights, parking lot lighting, building illumination, security lighting, landscape lighting, and lighting from building interiors that pass -through windows. The existing exterior lighting on the Project site includes exterior pole mounted lighting throughout surface parking areas, lighting within landscaping areas, lighting from parking structures, lighting at building entrances, and lighting from electronic and lighted signs. The proposed Project would include the provision of nighttime lighting for security purposes around all of the proposed buildings and parking structures. Implementation of the proposed Project would contribute additional sources to the overall ambient nighttime lighting conditions. However, all outdoor lighting would be hooded, appropriately angled away from adjacent land uses, and would comply with the City's Municipal Code, Section 8-210 and Section 41-611.1 that provides specifications for shielding lighting away from adjacent uses and intensity of security lighting. In addition, the Specific Plan's Design Guidelines (Section 4.5.4 Lighting) include specific lighting provisions, including the following: DG - 182 Ensure that all lighting is "dark skies" compliant and does not negatively impact the surrounding environment and adjacent uses. The type and location should minimize direct glare onto adjoining properties. DG - 183 Site lighting should not exceed more than 5 foot-candles of illumination within 50 feet of a property used as or zoned residential. DG - 184 Wall mounted lighting should not extend above the height of the wall or parapet to which they are mounted. 130 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR As described previously, the 1983 EIR included Mitigation Measure 5.9-3 requiring lighting be directed downward and shielded from surrounding land uses, and that low - intensity lighting be used in the parking areas. With implementation of Mitigation Measure 5.9-3 and compliance with the City's municipal code lighting regulations (to be verified by the City's Planning and Building Agency during the permitting process), any lighting increase that would be generated by the Project would be less than significant, which is consistent with the findings of the 1983 EIR and 1996 Addendum. No new lighting impacts would occur. Additionally, the Project could modify the two existing freestanding digital signs that are located adjacent to 1-5 and SR-22 and/or result in new digital signs. The Specific Plan's Design Guidelines (Section 4.5.3 Signage and Wayfinding) include specific provisions for programmable electric signs that the following: DG - 173 Programmable electronic signs should utilize automatic dimming technology to allow the brightness of the light to adjust to ambient light. DG - 174 Advertisement or informational signage displayed on programmable electronic signs should have a maximum time limit. The Specific Plan also requires compliance with the Regional Planned Sign Program 2014-01, which is included as an appendix to the Specific Plan. As described in Municipal Code Section 41-885, the Regional Planned Sign Program is to ensure that: • The scale and intensity of signage is consistent and harmonious with surrounding land uses and does not create conditions that could contribute to visual or physical blight, intrusion, or similar incompatibilities. • The location of signage will not contribute towards a hazardous environment for pedestrians, cyclists, or motorists on city streets or freeways. • The proposed signage is compatible with the scale, intensity, and site development characteristics on which it is proposed. Scale, intensity, and site development characteristics may be determined by: A. Height of existing or proposed buildings on -site; B. Quantity of freestanding buildings, facades, and street frontages; C. Scale of buildings as they relate to pedestrian and vehicular access, surrounding land uses, and transportation corridors; D. Visibility from streets, highways, pedestrian areas, rail corridors, bikeways, other transportation routes, parks, and other public spaces; E. Architecture, color(s), material(s), illumination, and other site characteristics; and nature of business activities conducted on -site; and, F. Visibility from any property used or zoned for residential purposes. Also, pursuant to Municipal Code Section 41-885, electronic message signs are required to comply with the following: 131 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Be oriented in a way that minimizes visual and light -emitting intrusion onto properties zoned or used for residential purposes; and, maximizes visibility from adjacent or nearby freeway corridors. • Produce a maximum 0.3 foot-candles over ambient light levels. • Include a means of ensuring additional flexibility in reducing light levels upon request by the City. • Provide a means of limiting excessive light or glare. • Has automatic diming capabilities. • Where screen transitions are used, such transitions shall not give the appearance of moving text or images, and should use smooth effects, such as fades, rather than abrupt transitions. The sign copy shall not use flashing, intermittent or moving lights or produce the optical illusion of movement. • Each sign copy shall be displayed for a minimum of eight seconds. • No electronic message display shall be located on a ground sign within 50 feet of a traffic signal or sign, and/or placed in a location that would not maintain safe conditions for motorists, pedestrians, or cyclists as determined by the public works agency. With compliance with the Regional Planned Sign Program 2014-01 as included in the Specific Plan and the City's municipal code sign regulations (to be verified by the City's Planning and Building Agency during the permitting process), impacts related to digital, electronic, or illuminated signs would be less than significant. No new impacts would occur. Conclusion for Shade/Shadow, Solar Glare, and Illumination Overall, no new or substantially greater shade/shadow, solar glare, and illumination impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR and the 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines Section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding shade/shadow, solar glare, and illumination. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. 132 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Mitigation Measures The mitigation measures from the 1983 EIR are listed below. Explanations are provided as to the status and applicability of each. Where clarifications are required, �+raxt is used to show deleted wording and underline text is used to show wording that has been added. MM 5.9-1 Development plans submitted to the Agency for approval pursuant to the Participation Agreement should be accompanied by a shade/shadow analysis in order to determine the best building locations and heights for the structures which could result in the least shade/shadow impact, if any, to the surrounding land uses. [Status: Not applicable to this Project] MM 5.9-2 Non -reflective or low -reflective exterior building materials and colors ono should be used, unless the buildings are oriented so that their surfaces are directed away from other structures, roadways and residential areas in the Project area. [Status: Continuing applicability to this Project] MM 5.9-3 All on -site lighting should be directed downward and shielded from surrounding land uses. Low -intensity lighting in the parking areas shQ"d shall be utilized and flood lighting should be discouraged. [Status: Continuing applicability to this Project] As discussed above, 1983 Mitigation Measure 5.9-1 is not applicable to the proposed Project, because the potential for shade and shadow impacts described in the 1983 EIR is no longer present. As discussed above, Mitigation Measure 5.9-1 was required because, at the time, there were no height limits to buildings on the Project site. However, the Project Specific Plan does include height limits, and these height limits ensure that no shade or shadow impacts on adjacent residential areas would occur. Also as discussed above, 1983 Mitigation Measure 5.9-2 requires that non -reflective building exteriors be used. However, to provide additional clarification and certainty, minor clarification revisions have been added to this measure, which improve its effectiveness. This measure continues to apply to the proposed Project. Also, as discussed above, 1983 Mitigation Measure 5.9-3 addresses the potential for impacts from sources of light and continues to apply to the proposed Project. 133 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 134 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.10 AESTHETICS Summary of Impacts Identified in the 1983 EIR The 1983 EIR described that the aesthetic appearance of the site would be altered by the new development and that the overall identity and architectural appearance of the site would be improved by implementation of a uniform urban design plan and landscaping. The improvements would integrate and unify the land uses within the area. The EIR describes that the visual character of the site would be transformed from low intensity commercial development to an intensely developed commercial/office complex. The development would alter views of the site by introducing vertical and horizontal building mass into the visual open space, and that the Project could tend to visually dominate the area. In response, the 1983 EIR included Mitigation Measure 5.10-1, to incorporate standards and controls that would reduce potential aesthetic impacts to a less than significant level. Impacts related to shade and shadow were evaluated previously in Section 5.9. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described that the proposed commercial expansion represented a small percentage of the structures already in place. The City would require that the new modifications blend with the existing structures on the site. The 1996 Addendum determined that the development resulting from the proposed commercial expansion would be similar in height at 3 stories to the existing structures and would not result in any obtrusive or out -of -scale visual elements. The visual appearance of the proposed modifications would not result in any significant adverse impacts. Impacts Associated with the Proposed Project No New Impact. The proposed Project would modify the past planned land uses by reducing the total commercial, office, and hotel uses and add residential uses, as compared to the Originally Approved Plan. The Project site is currently developed with 1,130,000 square feet of commercial uses within an enclosed 2- and 3-story mall building. The mall building is surrounded by surface parking lots and 3 parking structures. The proposed Project would modify the approved buildout of the site by reducing commercial and office space by 859,255 square feet and adding the development of up to 1,900 residential units. As described previously, the Specific Plan includes a development plan and development standards that address building heights, setbacks, building placement standards, architectural requirements, and landscaping guidelines. These standards restrict buildings fronting Main Street to a maximum of 20 stories, and buildings on all other portions of the Project site to a maximum of 10 stories. In addition, the standards include provisions for building form, massing, materials, colors to provide innovative, creative, high -quality architecture. The MainPlace Specific Plan also includes Design Guidelines that address site planning, architectural character, form and massing, 135 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR materials and colors, parking lot structure design, streetscape design, landscaping, and signage. Discretionary projects and new construction included in the MainPlace Mall Transformation Project would be subject to the City's Development Plan Approval process. Similar to the findings of the 1983 EIR, buildout of the proposed Project would transform the visual character of the site and would transform lower intensity commercial development to a more intensely developed site. This would alter views of the site by introducing additional vertical and horizontal building mass into the visual open space provided by the existing surface parking areas. The new buildings and parking structures could tend to visually dominate the area. However, 1983 Mitigation Measure 5.10-1 would remain applicable to the Project. The wording of Mitigation Measure 5.10- 1 from the 1983 EIR has been updated to be consistent with Section 5, Administration and Implementation, of the MainPlace Specific Plan. The revision does not change the intent or effectiveness of the measure, which would reduce potential aesthetic impacts to a less than significant level. Conclusion for Aesthetics Consistent with the determinations of the 1983 EIR and 1996 Addendum, impacts related to aesthetics from implementation of the proposed Project would be less than significant with implementation of mitigation. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines Section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding aesthetics. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures The mitigation measure from the 1983 EIR is listed below. Explanations are provided as to the status and applicability of the measure. Where clarifications are required, stri gem is used to show deleted wording and underline text is used to show wording that has been added. 136 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR MM 5.10-1 would p Glide e i development whinh i 6IRaGGeptable to the n Rity All buildings would be constructed of high architectural quality with landscaped areas. The structures must be effectively and aesthetically designed. The shape, scale of volume, exterior design and exterior finish of each building must be consistent with, visually related to, physically related to and an enhancement to each other and the surrounding Project area. Landscaping would be provided to integrate this Project with adjacent projects. AFGhiteGtuFal landGGene and site nlenc must he , ed by the AgeRGY.—The Planning and Building Agency Executive Director or designee shall be the review and approval authority for architectural, landscape, and site plans. [Status: Continuing applicability to this Promect As discussed above, Mitigation Measure 5.10-1 continues to apply to the proposed Project, and, along with the detailed development standards and design guidelines of the Specific Plan, ensure that aesthetic impacts would be less than significant. However, because development of the Project site is no longer addressed through a Participation Agreement, Mitigation Measure 5.10-1 has been revised for clarification purposes. These minor clarifications do not change the intent or effectiveness of the measure. 137 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 138 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.11 HOUSING AND POPULATION Summary of Impacts Identified in the 1983 EIR The 1983 EIR described buildout of the Originally Approved Plan as having the potential to generate 8,630 employees, which was 29 percent of the average annual job growth for Orange County and would have an impact on housing demands. Most of the positions were anticipated to be filled by persons already residing in Santa Ana or the surrounding area and would provide residents the opportunity to work in Santa Ana. However, the 1983 EIR determined that the Originally Approved Plan would result in an increase in the demand for housing that would add to housing market problems, such as difficulties finding affordable housing and increasing housing costs. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described that based on the projected employment figures that were generated in the 1983 EIR, for a commercial/retail establishment, 1 employee is required for every 500 square feet of space. For the expansion of approximately 147,000 square feet, approximately 300 new employees may be required. The 1996 Addendum stated that most employees would be hired from the local surrounding community, with the exception of higher -level managerial personnel who may commute. The 1996 Addendum determined that the number of new employees resulting from the expansion would not have an effect on the demand for new housing in the area and would not create a significant inflow of persons relocating to the area. In addition, the addendum determined that no significant impacts would result to population or housing demands within Santa Ana or the surrounding communities. Impacts Associated with the Proposed Project No New Impact. The proposed Project would modify the planned land uses by reducing the total commercial, office, and hotel uses and adding residential uses, when compared against the Originally Approved Plan. The Project site is currently developed with 1,130,000 square feet of commercial uses. The proposed Project would modify the approved buildout of the site by reducing the total allowable commercial and office space by 859,255 square feet and allowing the development of up to 1,900 residential units. Overall, these Proposed Modifications would provide a more balanced buildout of onsite land uses. It is anticipated that at buildout of the proposed Project, 3,425 full time jobs (Kosmont 2018) would be provided onsite, along with 1,900 residential units, resulting in an onsite ratio of 1.8 jobs per household at full occupancy of the site. Because the proposed Project includes housing units, the Project would not result in an increase in demand for housing. In addition, the Projects would be required to comply with the City's Housing Opportunity Ordinance (HOO) prior to issuance of a building permit. Affordable housing provisions under the HOO consists of either provision of affordable units on -site, off -site, or payment of an in -lieu fee. 139 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Conclusion for Housing and Population The proposed Project would not result in difficulties finding affordable housing, and the Project would result in fewer potential impacts than were identified in the 1983 EIR; and the same, less than significant impacts that were identified in the 1996 Addendum. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding housing and population. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures No mitigation measures related to housing and population were included in the 1983 EIR and none are required for the proposed Project. 5.12 JOHN WAYNE AIRPORT Summary of Impacts Identified in the 1983 EIR The 1983 EIR described that the Project site is located outside of the 60 CNEL noise contour for John Wayne Airport and is over one -mile from the airport's approach and horizontal surface, but was within an area that requires a determination from the Federal Aviation Administration (FAA) of the aeronautical hazard of structures that intrude into an aerial imaginary horizontal surface of 203 feet above the sea level. With a ground elevation of 145 feet above sea level, FAA approval was required for structures over 58 feet in height. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described that the addition would not create any new hazards to aircraft approaching or departing the airport, and that no significant impacts would occur. 140 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Impacts Associated with the Proposed Project No New Impact. The Project site is located 6 miles north of John Wayne Airport and as shown on the airports annual noise contour report, it is not located within the airport's noise contours (OCAIR 2019). Additionally, the existing Land Use Plan for John Wayne Airport shows that the Project site is not located within the airport impact zone, safety zone, notification area, nor it is located within the imaginary surface obstruction mapping area for the airport. Thus, FAA approval is no longer required for development of structures over 58 feet in height on the Project site. In addition, the proposed Project would not result in any impacts related to John Wayne Airport. Therefore, no new or substantially greater impacts related to John Wayne Airport would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Conclusion for John Wayne Airport Based on the foregoing, none of the conditions identified in CEQA Guidelines Section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding John Wayne airport. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures No mitigation measures related to John Wayne airport were included in the 1983 EIR and none are required for the proposed Project. 141 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 142 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.13 PUBLIC SERVICES AND UTILITIES Summary of Impacts Identified in the 1983 EIR Natural Gas The 1983 EIR described that the Originally Approved Plan would result in an increased consumption of natural gas, which would have a less than significant impact on the ability of the Southern California Gas Company to continue to provide gas supplies. The 1983 refers to the energy related mitigation measures, in Section 5.14, but does not include any specific natural gas related measures. Electricity The 1983 EIR described that the Originally Approved Plan would result in increased energy consumption, which would be supplied by existing facilities and are within the projected growth in load identified by Southern California Edison. The 1983 EIR determined that impacts related to electricity would be less than significant and referred to the energy related mitigation measures, in Section 5.14, but does not include any specific electricity related measures. Communications The 1983 EIR describes that telephone services would require reinforcement of the existing telephone network, such as installation of new cables and conduit systems. The 1983 EIR determined that these impacts would be less than significant, and no mitigation measures were included. Water The 1983 EIR describes that the Project site is served by12-inch and 8-inch water mains located adjacent to the site, and that another 16-inch line could be extended to serve the site. The EIR also determined that the proposed Project is estimated to consume approximately 490,000 gallons of water per day. Impacts related to water were determined to be less than significant and no mitigation measures were included. Sewer The 1983 EIR describes that the site was served by an 8-inch sewer line and that an existing 12-inch sewer main could also serve the site. The 1983 EIR estimated that the Project would generate approximately 490,000 gallons of wastewater per day and determined that the existing sewer line would need to be expanded or new lines installed to be able to meet the increase in flows. The 1983 EIR found that the new facilities would be determined as site plans are proposed and that such facilities would be installed as a condition of approval in accordance with the City's standard procedures. The 1983 EIR determined that these impacts would be less than significant, and no mitigation measures were included. me MIRY Mir 143 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR The 1983 EIR estimated that the Originally Approved Plan would generate approximately 33.44 tons of solid waste per day. The 1983 EIR determined that this would have an incremental impact on the reduction of landfill capacity, but that impacts would be less than significant. No mitigation measures related to solid waste were required. Police The 1983 EIR described that police protection is provided by the City of Santa Ana Police Department and that types of crimes can reasonably be expected to increase with additional development on the site. The increase in crime would increase the demand for police officers and equipment; however, the increase in tax revenue from the new uses would provide for the increased Police Department needs. The 1983 EIR also included Mitigation Measure 5.13-1 requiring the onsite uses to provide private security to offset the needs of the Police Department and have a deterrent on crime. Fire The 1983 EIR described that the City of Santa Ana provided fire serves and that 4 fire stations were within a 5-minute response time to the site. In addition, the site contains a privately owned 200,000-gallon underground water reservoir with auxiliary pumps that provides water for onsite fire protection. The 1983 EIR determined that the Originally Approved Plan would result in in an increased demand for fire services that would generate a need for one engine company, one truck company, and one battalion chief at buildout; however, the increase in tax revenue would provide for the increased Fire Department needs. The 1983 EIR also included Mitigation Measure 5.13-2 requiring maintenance of the underground water reservoir or expansion as necessary to comply with Fire Code requirements. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum determined that the proposed expansion would not result in impacts related to natural gas, electricity, communications, solid waste, police, or fire services. The Addendum stated that Mitigation Measures 5.13-1 and 5.13-2 should remain a requirement. In addition, the 1996 Addendum describes that recent water and sewer improvements would be able to accommodate the expansion. Impacts Associated with the Proposed Project No New Impact Natural Gas The Southern California Gas Company (SoCalGas) is the natural gas purveyor in the City of Santa Ana and is the principal distributor of natural gas in Southern California. SoCalGas estimates that gas demand will decline at an annual rate of 0.5 percent from 2018 to 2035 due to modest economic growth, mandated energy efficiency standards and programs, renewable electricity goals, and conservation savings linked to advanced metering infrastructure (CGEU 2018). The gas supply available to SoCalGas is 144 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR regionally diverse and includes supplies from California sources (onshore and offshore), Southwestern U.S. supply sources, the Rocky Mountains, and Canada (CGEU 2018). SoCalGas designs its facilities and supplies to provide continuous service during extreme peak demands and has identified the ability to meet peak demands through 2035 in its 2018 report (CGEU 2018). The existing onsite natural gas lines would be relocated in the new private roadways on the Project site and new service lines for new buildings would be installed during implementation of the Project. The proposed Project would reduce the future natural gas demands from commercial and office uses and increase future demands from residential. As SoCalGas would be able to meet peak demands through 2035, it would be able to meet the increase from the change in site buildout. Therefore, the proposed Project would result in less than significant impacts related to natural gas, which is consistent with the findings of the 1983 EIR. No new impact would occur. Electricity The Southern California Edison Company (SCE) is the electrical purveyor in the City of Santa Ana. SCE provides electricity service to more than 14 million people in a 50,000 square -mile area of central, coastal and Southern California. California utilities are experiencing increasing demands that require modernization of the electric distribution grid to, among other things, accommodate two-way flows of electricity and increase the grid's capacity. SCE is in the process of implementing infrastructure upgrades to ensure the ability to meet future demands. Similar to the Originally Approved Plan, the proposed Project would result in an increased demand for electricity. However, the development would be required to meet the current Title 24 energy efficiency standards. The City's administration of the Title 24 requirements includes review of design components and energy conservation measures that occurs during the permitting process, which ensures that all requirements are met. Typical Title 24 measures include insulation; use of energy -efficient heating, ventilation and air conditioning equipment (HVAC); solar -reflective roofing materials; energy - efficient indoor and outdoor lighting systems; reclamation of heat rejection from refrigeration equipment to generate hot water; and incorporation of skylights, etc. In complying with the Title 24 standards, impacts related to electricity usage would be reduced. The existing onsite electricity lines would be relocated and new service lines for new buildings would be installed during implementation of the Project. As SCE would be able to meet the demands of the Project in addition to its existing and anticipated demand, the proposed Project would result in less than significant impacts related to electricity, which is consistent with the findings of the 1983 EIR. No new impact would occur. Communications Similar to the Originally Approved Plan, the proposed Project could require installation of new cables and conduit systems. This would occur during construction of the new 145 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR buildings and impacts related to the need for communication systems would be less than significant. No new impact would occur. Water The proposed Project would redevelop the Project site, which is currently served by the City's water infrastructure. The existing water infrastructure that serves the Project area: • A 16-inch water line in Main Street, terminating at the north leg of Main Place Drive • A 16-inch water line in the south leg of Main Place Drive from Main Street to the southwest mall entry drive • A 12-inch water line in the north leg of Main Place Drive from Main Street to the north leg of the on -site private ring road. • A 16-inch water line under 1-5, connecting to the Main Place Drive main at the southwest corner of the Project site A 16-inch water line in southwest private drive entry from Main Place Drive to the on -site private ring road. A 16-inch water line in south private drive entry (the Broadway extension) from Main Place Drive to the on -site private ring road. A 12-inch water line in the on -site ring road, looping around the Project site. In addition, the City also has approximately 15 fire hydrants near the Project site and approximately 24 water meters serving the site. The proposed Project would install new water infrastructure on the Project site that would connect to the existing offsite water lines. The new onsite water system would convey water supplies to the proposed buildings and landscaping through plumbing/landscaping fixtures that are compliant with the CalGreen Plumbing Code for efficient use of water. The existing offsite infrastructure has the capacity to provide the increased water supplies needed to serve the proposed Project, and no extensions or expansions to the water pipelines that convey water to the site would be required. The construction activities related to the onsite water infrastructure is similar to that which was evaluated in the 1983 EIR, and similarly, impacts related to water infrastructure would be less than significant. No new impact would occur. A Water Supply Assessment (WSA) was prepared for the Specific Plan, included as Appendix H, which summarized the anticipated water demands and identified supplies set forth in the City's 2015 Urban Water Management Plan (UWMP). As shown in Table PSU-1, the WSA identifies that buildout of the proposed Project would result in a water demand of 552,000 gallons per day. EEO City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table PSU-1: Estimated Water Demand at Project Buildout Use Number Demand Rate d Total Demand d Multi -family Residential du 1900 190 361000 Hotel rooms 400 180 72,000 Commercial acres 47.6 2,500 119,000 Total 552,000 618 AFY Source: vvater Supply Assessment, 1u19 du = dwelling units, gpd = gallons per day, AFY = acre-feet yearly The WSA includes conservative assumptions that the Project would be 60 percent developed by 2025 and would be built out and operational by 2030. The WSA compares these buildout assumptions to the City's estimated increases in water demands. As shown on Table PSU-2, based on the analysis in the WSA, the City has ample water supply in 2025, 2030, 2035, and 2040 to meet the demands of buildout of the proposed Project and the rest of the City's anticipated water demand. Therefore, consistent with the 1983 EIR and 1996 Addendum, impacts related to water would be less than significant. Table PSU-2: Estimated Water Demand at Project Buildout (AFY) 2025 2030 2035 2040 UWMP Estimated Demand 39,397 39,669 39,658 39,716 UWMP Accumulative Demand 2,742 3,014 3,003 3,061 Proposed Project Demand 371 618 618 618 Other Project Demands 1,084 1,522 1,716 1,716 Proposed Project + Other Project Comparison with UWMP Accumulative Demand 1,658 1,492 1,287 1,345 Source: Water Supply Assessment, 2019 AFY = acre-feet yearly Sewer The following discussion is based on information from the Sanitary Sewer Capacity Study prepared for the Project (Sewer 2019) and included as Appendix I. The Project site currently contains an existing sewer system that generally flows into a 15-inch sewer line in Main Place Drive, and then to a 30-inch trunk sewer line at the 1-5 that connects to a 78-inch diameter regional trunk sewer that conveys sewage southerly, ultimately outfalling at the Orange County Sanitation District (OCSD) wastewater reclamation facility in Fountain Valley. The wastewater reclamation facility processes approximately 117 million gallons per day (MGD) of wastewater. Similar to the Originally Approved Plan, the proposed Project would result in an increased generation of wastewater. As shown on Table PSU-3, buildout of the proposed Project would result in an average flow rate of 1.29 cubic feet per second (cfs) and a Peak Flow of 3.87 cfs. 147 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table PSU-3: Estimated Wastewater Generation at Project Buildout Use Generation Rate Quantity Average Flow Rate Peak Flow Multi -family 190 gpd/unit 1,900 units 0.56 cfs 1.68 cfs Hotel 190 d/room 400 rooms 0.12 cfs 0.36 cfs Commercial 0.0125 cfs/acre 49.0 ac 0.61 cfs 1.83 cfs Total 1.29 cfs 3.87 cfs Source: Sanitary Sewer capacity Study, 1u1 a Wastewater generated on the Project site, with the exception of one parcel that generates 0.45 cfs, is conveyed to the existing 15-inch sewer line in Main Place Drive. The peak flow generated by buildout of the proposed Project would be 3.42 cfs at this discharge point, which is less than the allowable capacity of 3.63 cfs of the 15-inch sewer line. The remaining parcel would connect to the 15-inch drain at the 30-inch trunk line, which has an allowable capacity of 26.99 cfs which is greater than the estimated peak flow from the Project of 3.87 cfs. Therefore, the existing City sewer system would be able to accommodate the peak flow generated by the proposed Project. In addition, OCSD indicates that the 30-inch trunk line is running approximately half full, which provides capacity to meet the demands of the Project. Therefore, consistent with the 1983 EIR and 1996 Addendum, impacts related to sewer would be less than significant. No new impact would occur. Solid Waste Similar to the Originally Approved Plan, the proposed Project would result in an increased generation of solid waste that would be disposed of in landfills. Table PSU-4 compares the volume of solid waste that would be generated from the Originally Approved Plan, the Currently Entitled development, and the proposed Project based on the solid waste generation rates in the 1983. As shown, the proposed Project would result in 6.52 tons per day less solid waste than the Originally Approved Plan and 3.99 tons per day less solid waste than the Currently Entitled development. Thus, the Project would generate less solid waste related impacts than described in the 1983 EIR or under the conditions of the 1996 Addendum. In addition, the current recycling requirements require diversion of 50 percent of solid waste away from landfills. Therefore, the proposed Project would result in a 13.46 tons of solid waste per day being disposed of in landfills. After 2020, when the proposed Project would be operational, the State regulations per AB 341 will become effective, which will require diversion of 75 percent of solid waste from landfills. Thus, it is anticipated that solid waste landfill disposal from operation of the Project would be reduced to approximately 6.73 tons per day. City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Table PSU-4: Comparison of Solid Waste Generation Development Generation Rate' Total OriainallvAooroved Plan (1983) Commercial 1,500,000 2 Ibs/day/100 sf 15.00 sf 1 tons/day Office (sf) 1,600,000 2 Ibs/day/100 sf 16.00 tons/day Hotel (sf) 979,200 0.5 Ibs/day/100 sf 2.44 tons/day (1,200 rooms Total 33.44 tons/day Currently Entitled Commercial 1,509,255 2 Ibs/day/100 sf 15.09 sf 1 tons/day Office (sf) 1,500,000 2 Ibs/day/160 sf 15.00 tons/day Hotel rooms 400 0.5 Ibs/da /100 sf 0.82 tons/day Total 30.91 tons/day Proposed Proiect Commercial sf 1 1,400,000 2 Ibs/day/100 sf 14.00 tons/day Office sf 750 000 2 Ibs/da /100 sf 7.50 tons/day Hotel rooms 460 0.5 Ibs/da /100 sf 0.82 tons/da Residential du 1,900 2.2 persons per du 2.2 Ibs/day/person 4.60 tons/day Total 26.92 tons/day sf = square feet; du = dwelling units ' Generation rates are from the 1983 EIR A majority (84.4 percent) of the solid waste from the City of Santa Ana that is disposed of at landfills goes to the Frank Bowerman Sanitary Landfill (Calrecycle 2019). The Frank Bowerman Sanitary Landfill is permitted to accept 11,500 tons per day of solid waste and is permitted to operate through 2053. In February 2019, the maximum volume disposed at the landfill was 8,459 tons in a day; thus, having an additional capacity of 3,041 tons per day (Calrecycle 2019a). Thus, the facility has permitted capacity to accommodate the Project's solid waste disposal needs. Therefore, consistent with the 1983 EIR and 1996 Addendum, impacts related to solid waste would be less than significant. No new impact would occur. Police Protection The Santa Ana Police Department provides police services throughout the City, including the Project area. The Police Department headquarters is located west of City Hall (60 Civic Center Plaza), which is approximately 2.7 miles south of the Project site. The Police Department has divided the City into policing divisions. The Project site is located within the Northeast District, which is within the East Division and serves all areas of the City north of First Street and East of Flower Street. Based on the Police Department's 2016 (annual report), which is the most recent, the City's officer to 149 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR population ratio was 1.04 officers per 1,000 population and the Police Department response time standard is 7 minutes for Priority 1 service calls (PD 2016). The proposed Project would result in an onsite population increase that would create the need for new police services. The Project is anticipated to generate a typical range of police service calls, such as vehicle burglaries, shoplifting, residential thefts, and disturbances. New development on the site would addresses typical security concerns by providing public safety through design, which includes low -intensity security lighting, security cameras, and electronic access to residential buildings. The Specific Plan Design Guidelines include the following requirement for use of public safety through design: • DG - 18 Use the concept of natural surveillance, or "eyes on the street," by promoting features that maximize the visibility of people, parking, and building entrances. • DG - 19 Delineate the separation between public and private spaces with paving, building materials, grade separations or with physical barriers such as landscaping. • DG - 20 Use the concept of territorial reinforcement by promoting features such as landscape planting, paving designs, and gateway treatments that define property lines and distinguish private space from public space. • DG - 21 Use the concept of natural access control by designing streets, walkways, building entrances, and development entries to clearly indicate public routes and to discourage access to private areas. • DG - 76 For security reasons, dwelling units should have sight lines out to the parking areas, but these views should be partially filtered through use of appropriate landscaping, such as trees. • DG - 191 Security lighting should be designed as part of a comprehensive lighting plan. The Specific Plan also includes performance standards for security, which state that residential units shall be designed to ensure the security of residents through the provision of secured entrances and exits that are separate from the non-residential uses and are directly accessible to parking areas. Non-residential and residential uses shall not have common entrance hallways or common balconies. These separations shall be shown on the development plan and the separations shall be permanently maintained. Pursuant to the City's existing permitting process, the Police Department would review and approve building site plans to ensure that appropriate crime prevention measures are incorporated appropriately to provide a safe environment. The proposed Project would also result in an incremental increase in demands on law enforcement services but would not be significant when compared to the current demand levels. Based on the 2016 staffing ratio of 1.04 officers per thousand population, the proposed Project would require 4 additional officers at buildout. 150 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR However, the 1983 EIR Mitigation Measure 5.13-1 requires the onsite uses to provide private security to offset the needs of the Police Department and have a deterrent on crime. With inclusion of Mitigation Measure 5.13-1, fewer police officers would be required. In addition, as described in the 1983 EIR, providing adequate police personnel is part of the City's budgetary process and the increase in tax revenue from the Project would assist in provision of the additional needs. Furthermore, the addition of 4 officers on patrol would not require the construction or expansion of the City's existing policing facilities, and impacts associated with the provision of new or expanded facilities would not occur. Thus, consistent with the findings of the 1983 EIR and 1996 Addendum, impacts related to police protection would be less than significant with implementation of mitigation. No new impact would occur. Fire Protection Fire protection and emergency medical services in the City of Santa Ana are provided by the Orange County Fire Authority (OCFA) through a contract for services. The OCFA provides fire suppression, emergency medical, rescue, fire prevention, hazardous materials coordination, and wildland management services. Within the City of Santa Ana, OCFA provides services from 10 city -owned fire stations. As shown on Table PSU- 5, there are currently 4 city -owned fire stations within 3.5 miles of the Project site; the closest are Stations 70 and 71 that are approximately 2 miles from the site. Table PSU-5: Santa Ana Fire Stations Near the Project Site Fire Station Location Distance from Site Station 70 2301 N. Old Grand Street 2.0 miles Station 71 1029 W. 17th Street 2.1 miles Station 72 1688 E. 4th Street 3.13 miles Station 75 120 W. Walnut Street 3.5 miles As anticipated in the 1983 EIR, implementation of the proposed Project would result in the typical range of service calls to OCFA that are largely related to medical emergencies. Because there are 4 existing fire stations within 3.5 miles of the Project site, the Project would not result in the requirement to construct a new fire station. Additionally, fire protection equipment and staffing can be augmented by the City as needed with assistance from revenue provided by the Project and the fire facilities fee required per Chapter 8-46 of the Municipal Code that requires a fire facilities fee be paid prior to the issuance of building permit for construction of buildings exceeding 2 stories in height (excluding parking structures) to expand fire protection and emergency medical staffing and equipment provided from existing stations and better accommodate multiple service calls. Additionally, the proposed Project would remove some of the existing buildings, which were constructed pursuant to previous fire code standards, and develop new building structures pursuant to the most recent California building and fire codes. California's building/fire codes are published in their entirety every 3 years and were most recently 151 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR updated in 2019. As all projects within the City, the proposed Project would be required per City permitting to comply with existing regulations, including the Santa Ana Fire Code and the OCFA Fire Prevention Guideline B-09, Fire Master Plans for Commercial and Residential Development, which include regulations for water supply, built in fire protection systems, adequate emergency access, fire hydrant availability, and fire -safe building materials. Furthermore, Mitigation Measure 5.13-2 from the 1983 EIR, requires the provision of necessary infrastructure for compliance with Fire Code requirements. Overall, consistent with the 1983 EIR and 1996 Addendum, impacts related to fire services would be less than significant with implementation of mitigation. No new impact would occur. Conclusion for Public Services and Utilities Consistent with the determinations of the 1983 EIR and 1996 Addendum, impacts related to public services and utilities from implementation of the proposed Project would be less than significant with implementation of mitigation. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding public services and utilities. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures The mitigation measures from the 1983 EIR are listed below. Explanations are provided as to the status and applicability of the measure. Where clarifications are required ,;+r0kPr),,t taxt is used to show deleted wording and underline text is used to show wording that has been added. MM 5.13-1 Police: The Participants should provide a private security force to respond to business and customer needs. The presence of a security force would also have a deterrent effect on crime. [Status: Continuing applicability to this Project] MM 5.13-2 Fire: The Project developers shall expand fire service infrastructure sbsf} system 61POR developmeat of the as necessary for compliance with 152 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Fire Code requirements. [Status: Continuing applicability to this Project] As discussed above, Mitigation Measure 5.13-1 and Mitigation Measure 5.13-2 continue to apply to the proposed Project. However, because there are already four existing fire service water connections to the City main in Main Place Drive, infrastructure upgrades would be provided as needed to meet fire flow requirements of the Orange County Fire Authority. To clarify this, a minor revision has been made to Mitigation Measure 5.13-2. 153 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 154 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.14 ENERGY CONSERVATION Summary of Impacts Identified in the 1983 EIR The 1983 EIR described that the expansion of the onsite development would increase energy consumption, but that proposed structures would have to be designed to meet the State's energy conservation standards and would be enforced through the building permit process. The 1983 EIR also included Mitigation Measure 5.14-1 to orient buildings and landscaping, such that solar radiation reduces heating loads and does not increase air conditioning loads. The EIR determined that impacts would be less than significant with implementation of the mitigation measure. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum described that the proposed development would be designed for optimum energy efficiency, in accordance with the State's Energy Conservation Standards, and that the addition would result in a limited and less than significant increase in energy consumption. Impacts Associated with the Proposed Project No New Impact. Consistent with the Originally Approved Plan, the proposed Project would generate demand for electricity, natural gas, as well as gasoline for motor vehicle trips. Operational use of energy includes the heating, cooling, and lighting of building areas, water heating, operation of electrical systems and appliances within residences, parking lot and outdoor lighting, and the transport of electricity, natural gas, and water to the areas where they would be consumed. This use of energy is typical for urban development, and no operational activities or land uses would occur that would result in extraordinary energy consumption. The proposed Project would be required to meet the current Title 24 energy efficiency standards, which are updated on 3-year cycles. The City's permitting process includes review of energy conservation measures to ensure that all requirements are met. Typical Title 24 measures include insulation; use of energy -efficient heating, ventilation and air conditioning equipment (HVAC); solar -reflective roofing materials; energy - efficient indoor and outdoor lighting systems; reclamation of heat rejection from refrigeration equipment to generate hot water; and incorporation of skylights, etc. Additionally, the proposed Project includes features to reduce energy consumptions, such as 25 electric vehicle charging stations and the following Specific Plan Design Guidelines: DG - 10 Buildings should be oriented to take advantage of sun angles and exposure in order to minimize the need to mechanically heat or cool the building at different times throughout the year. 155 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR DG - 74 Materials and technologies that minimize environmental impacts, reduce energy and resource consumption, and promote long-lasting development are encouraged. DG - 75 Window technologies such as tinting or insulated daylighting panels, should be utilized to decrease the energy costs associated with cooling buildings during most of the year. As described previously, the 1983 EIR included Mitigation Measure 5.9-2 to require that buildings be oriented such that solar radiation reduces heating loads and does not increase air conditioning loads. However, current law under Title 24 is now more stringent, and supersedes this mitigation measure. Further, the Specific Plan Design Guidelines fulfill the requirements of the measure. The current Title 24 standards substantially exceed the air quality and energy conversation levels that would occur with the measure in 1983. Therefore, impacts related to energy conservation would be less than significant. Thus, no new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Conclusion for Energy Conservation Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding energy conservation. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. Mitigation Measures The mitigation measure from the 1983 EIR is listed below. Explanation is provided as to the status and applicability of the measure. MM 5.14-1 The orientation of building glazing areas, overhangs, and site landscaping should be selected in order for solar radiation to reach indoor areas during the winter months to reduce heating loads. The same principal should be incorporated for the summer months, so that building glazing, overhangs and landscaping will reduce the amount of solar radiation reaching the 156 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR interior of the buildings which will reduce air conditioning loads. [Status: Completed/not applicable to this Project] As discussed above, the standards identified and required by 1983 Mitigation Measure 5.14-1 are not as stringent as current law. As individual projects are considered by the City of Santa Ana, the buildings would be required to comply with the most current version of Title 24. The energy efficiency standards of Title 24 substantially exceed the air quality and energy conversation levels that would occur under 1983 Mitigation Measure 5.14-1. Therefore, the Project's compliance with Title 24 which would fulfill the requirements of this mitigation measure. Title 24, California Building Standards, contains the energy efficiency standards related to residential and nonresidential buildings. Title 24 standards are based, in part, on a State mandate to reduce California's energy demand. These are prescriptive standards that establish maximum energy consumption levels for the heating and cooling of new buildings. A new development project is required to incorporate the most recent Title 24 standards in effect at the time a building permit application is submitted. The 2016 standards went into effect on January 1, 2017. California's energy efficiency standards are updated on an approximate three-year cycle. 157 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 158 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.15 IRREVERSIBLE ENVIRONMENTAL CHANGES Summary of Impacts Identified in the 1983 EIR The 1983 EIR described that the Originally Approved Plan would result in an intensification of land uses and consumption of energy from fossil fuels and building materials that are irreplaceable. In addition, the EIR describes that increased vehicular traffic, related air emissions and noise would result. Similarly, a permanent commitment to provide increased services to the site would occur. Furthermore, the EIR described that the visual character of the site would be altered, and shade/shadow impacts would result. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum does not include a discussion of irreversible environmental changes. Impacts Associated with the Proposed Project No New Impact. Consistent with the Originally Approved Plan, the proposed Project would result in or contribute to the following irreversible environmental changes: • Lands would be committed to new uses once the proposed buildings are constructed. • Changes in views associated with the new buildings, parking structures, and landscaping. • Increased traffic on area roadways. • Emissions of air pollutants • Consumption of non-renewable energy from automobiles, lighting, heating and cooling systems, appliances, etc. • Increased ambient noise associated with an increase in activities and traffic. Regarding energy, as described previously, the proposed Project would not involve wasteful or unjustifiable use of non-renewable resources, and conservation efforts would be enforced during Project permitting. The Project would incorporate energy conserving project design features pursuant to current Title 24 standards. Regarding shade/shadow, as described previously, the proposed Project's building heights would not generate shadows upon residential areas, which was identified as a potentially significant impact of the Originally Approved Plan. Therefore, irreversible environmental changes related to shade/shadow from the Originally Approved Plan would not occur by the proposed Project. Thus, impacts from the proposed Project would be less than those identified in the 1983 EIR. In addition, as described throughout this Addendum, implementation of the proposed Project would not result in any other of greater environmental impact that could result in an irreversible environmental change. 159 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Conclusion for Irreversible Environmental Changes Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding irreversible environmental changes. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. 160 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR 5.16 GROWTH INDUCEMENT Summary of Impacts Identified in the 1983 EIR The 1983 EIR determined that the Originally Approved Plan would not have a direct growth inducing effect. The EIR described that the Project is intended to promote economic growth by stimulating private investment and increasing the employment opportunities and tax base that would have a positive economic impact on the community. However, the 1983 EIR determined that the Originally Approved Plan would have an indirect growth inducing effect upon utilities and public services due to the increased demand; and would result in increased vehicle traffic. Summary of Impacts Identified in the 1996 Addendum The 1996 Addendum does not include a discussion of growth inducement. Impacts Associated with the Proposed Project No New Impact. Consistent with the Originally Approved Plan and the existing entitlements for the site, the proposed Project would provide for additional infill development. However, the proposed Project would modify the planned land uses by reducing commercial and office space by 859,255 square feet and adding development of up to 1,900 residential units. This change is reflective of the changes in retail shopping as consumers increasingly utilize online websites to purchase clothes, shoes, and other soft goods that impact major department stores. As online competition increases, retail chains continue to withdraw from traditional retail spaces, and mall owners are unable to find new tenants for vacant spaces. Consistent with this trend, the Nordstrom store has been vacant since March 2017 and the Macy's store has not had an increase in sales following the Nordstrom closure (Kosmont 2018). In response, the proposed Project would change the buildout of the site to provide a mixed -use area that would provide housing, employment, commercial, and entertainment in one location. Consistent with the1983 EIR, the Project is intended to promote economic growth, stimulate private investment and increase the tax base that would have a positive economic impact on the community. It is anticipated that at buildout of the proposed Project, 3,425 full time jobs would be provided onsite (Kosmont 2018), along with 1,900 residential units, which is a ratio of 1.8 jobs per household (at full occupancy of the site). Because the proposed Project would recycle the developed land uses to better meet future needs of the community, direct growth inducing effects would not occur from the Project. Consistent with the 1983 EIR, the proposed Project would result in an indirect growth inducing effect upon utilities and public services due to the increased demand; and would result in increased vehicle traffic. However, as described in the previous sections impacts related to the increased demands would result in less than significant impacts, and the proposed Project would result in 6,251 fewer daily vehicle trips than the Current 161 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR Entitlements. Therefore, impacts related to growth inducement would be similar to or less than those identified in the 1983 EIR and the 1996 Addendum. No new or substantially greater impacts would occur with implementation of the proposed Project when compared to those identified in the 1983 EIR or 1996 Addendum. Conclusion for Growth Inducement Based on the foregoing, none of the conditions identified in CEQA Guidelines section 15162 that would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts or mitigation measures exist regarding growth inducement. There have not been 1) changes to the Project that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the circumstances under which the Project is undertaken that require major revisions of the previous adopted EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3) the availability of new information of substantial importance relating to significant effects or mitigation measures or alternatives that were not known and could not have been known when the 1983 EIR was adopted as completed. 162 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR 6 REFERENCES Airport Land Use Plan for John Wayne Airport, April 2008. Accessed: https://www.ocair.com/commissions/aluc/docs/JWA—AELUP-April-1 7-2008.pdf California Gas and Electric Utilities 2018 California Gas Report (CGEU 2018). Accessed at: https://www.socalgas.com/regulatory/documents/cgr/2018_California_Gas_Report.pdf. Calrecycle Jurisdiction Disposal by Facility (Calrecycle 2019). Accessed: https://www2.calrecycle.ca.gov/LGCentral/Disposal Reporting/Destination/DisposalByFa cility Calrecycle Solid Waste Information System (Calrecycle 2019a). Accessed: https://www2.cal recycle. ca.gov/swfaci lities/Directory/30-AB-0360/1 ndex Eisentraut, P. and J. Cooper 2002. (Eisentraut and Cooper 2002). Development of a Model Curation Program for Orange County's Archaeological and Paleontological Collections. Prepared by California State University, Fullerton and submitted to the County of Orange Public Facilities and Resources Department/Harbors, Parks and Beaches (PFRD/HPB). John Wayne Airport Access and Noise Reports (OCAIR 2019). Accessed: https://www.ocair.com/reportspublications/AccessNoise/default Net Fiscal Impact and Economic Benefits Analysis for the MainPlace Mixed -Use Project, prepared by Kosmont, December 2018 (Kosmont 2018). Santa Ana Police Department 2016 Annual Report (PD 2016). Accessed: http://www.ci.santa-ana.ca.us/pd/documents/2016AnnualReport-final. pdf 163 City of Santa Ana Addendum to the MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR This page intentionally left blank. 164 City of Santa Ana MainPlace Mall Transformation Project Addendum to the Fashion Square Commercial Center Final EIR Appendix A. Mitigation Program City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. MITIGATION PROGRAM FOR THE MAINPLACE MALL TRANSFORMATION PROJECT Lead Agency City of Santa Ana Planning and Building Agency, M20 20 Civic Center Plaza Santa Ana, CA 92702 Project Applicant: MainPlace Shoppingtown, LLC 8750 N. Central Expressway, Suite 1740 Dallas, TX 75231 May 2019 Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project This page intentionally left blank. Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project 1►11NO] WAIs] IN01 The following is a comprehensive listing of the mitigation measures included in the Fashion Square Commercial Center Final Environmental Impact Report (Final EIR) (SCH Number: 1983021103). As detailed in the following table, a number of the mitigation measures have already been fully implemented or are inapplicable to the proposed MainPlace Mall Transformation Project. In addition, minor updates are proposed to several mitigation measures in order to clarify their applicability under current conditions. Addendum (ER 96-033) to the Environmental Impact Report for Proposed MainPlace/Santa Ana Expansion did not identify any additional mitigation measures. Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project This page intentionally left blank. Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation Final EIR Section 5.1: Land Use MM 5.1-1(a): The Project should be landscaped similar to or more Applicable extensive than the existing landscaping in order to buffer the and ongoing. _ development from surrounding residential areas as much as possible. MM 5.1-1(b): All tenants displaced by the Project will be provided Not Subsection (b) is no longer applicable because it addressed the assistance in accordance with State law and Santa Ana Redevelopment applicable. displacement of tenants associated with demolition of the open-air Agency policies. Fashion Square Shopping Center to construct the enclosed shopping center. Additionally, policies of the prior Santa Ana Redevelopment Agency are not applicable. Existing tenants of MainPlace Mall occupy space under lease agreements. Further, no tenants will be displaced by the MainPlace Project. MM 5.1-1(c): The Agency and the Project Participants should offer KLST Not Subsection (c) is no longer applicable because the 2700 Main Street land (including the Agency owned land to the south of the Fidelity applicable. office building has surface parking on the parcel. No additional parking Savings Building and a portion of the Project site in the near vicinity at fair is required to be provided for this off -site property. market value (or fair rent, if a lease arrangement is preferred) in trade-off against the acquisition of Sales Parcels 3 and 5. The land area so offered should be sufficient to allow a total of at least 351 parking spaces serving the Fidelity Savings building assuming a maximum permitted amount of small car spaces, with the Agency and/or Project Participants bearing any necessary design and installation costs. MM 5.1-1(d): Ultimate development of the Project site should occur through the specific plan process. The specific plan should provide Applicable information on how the Project would incorporate pedestrian walkways, and ongoing. building configurations, and open space with key transit routes. Final EIR Section 5.4: Biota MM 5.4-1: The Participation Agreement requires the Project Participant to Applicable The wording has been updated to be consistent with Section 5, provide adequate landscaping on the site and provide for the and ongoing, Administration and Implementation, of the MainPlace Specific Plan. Redevelopment Agency to approve all preliminary and final landscaping as modified. The revision does not change the intent of the measure. plans submitted by the Participant. MM 5.4-1: The Applicant shall provide adequate landscaping on Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation the site consistent with the landscape requirements of the Specific Plan and all City ordinances regulating landscaping. The Planning and Building Agency Executive Director or designee shall be the review and approval authority for all preliminary and final landscaping plans submitted by the Applicant. Final EIR Section 5.6: Traffic and Circulation MM 5.6-1: Contribute a one percent (1%) assessment fee to the City of Not The mitigation measure has already been implemented and therefore Santa Ana and City of Orange Transportation System Improvement applicable. does not need to be carried forward. The Final EIR identified eight Program (TSIP) to fund needed transportation improvements in the area traffic -related mitigation measures. Mitigation Measure 5.6-1 was identified in the Phase Two TSIP Study. previously implemented. Accordingly, all of the traffic improvements The TSIP Assessment Fee of one percent of Project building cost is the Redevelopment Agency and City determined were necessary to expected to generate only half of the cost of the recommended Phase accommodate the Original Project have already been implemented. Two TSIP Plan. The Fashion Square development (the developers Many of the transportation system improvements currently in place themselves and the Redevelopment Agency alike) must be prepared to were constructed as part of the mitigation program for the Fashion fund those areawide transportation improvements which principally Square Project to accommodate the full development contemplated in benefit their Project as well as contribute a one percent assessment to the Final EIR. No additional mitigation is required. the TSIP Program. MM 5.6-2: Provide funding for construction of a pair of new freeway Not Final EIR Mitigation Measure 5.6-2 required the developer of the Mall ramps on the west side of Fashion Square linking the Santa Ana Freeway applicable. to "[p]rovide funding for the construction of a pair of new freeway with a public road surrounding the Project. ramps on the west side of Fashion Square linking the Santa Ana These two new ramps will connect with a public street and as such, Freeway with a public road surrounding the Project" (the future Main provide overall benefit to the general public. However, the primary need Place Drive) but was determined to be infeasible, and replaced with an for and beneficiary of this improvement is the Fashion Square obligation to contribute to the cost of other ramps then planned by development itself. The cost of this improvement is included in the overall Caltrans. This change was documented in a 1992 amendment to the TSIP Plan, but that program is underfunded by approximately 50 percent. Participation Agreement between the City's Redevelopment Agency Consequently, the cost of any transportation improvements which relate and the Mall developer (Third Amendment to Participation Agreement, to and directly benefit a single development, should be borne by that p 2.), which explained: development. "It has now been determined that the ramps specified in the Construction of these two ramps will substantially improve the freeway Participation Agreement cannot be constructed, but that ramps access of the Fashion Square site and permit traffic to enter and exit the providing substantially similar value to the transportation system are Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation development with no delay from traffic congestion on the surrounding planned for construction...." arterial street system. The alternative ramps identified in the amended Participation Agreement, consisting of an off -ramp from southbound 1-5 to North Broadway and an on -ramp from Main Street to northbound 1-5, were thereafter constructed. Accordingly, all of the traffic improvements the Redevelopment Agency and City determined were necessary to accommodate the Original Project have already been implemented. Many of the transportation system improvements currently in place were constructed as part of the mitigation program for the Fashion Square Project to accommodate the full development contemplated in the Final EIR. No additional mitigation is required. MM 5.6-3: Widen Main Street along the Fashion Square frontage to Not Final EIR Mitigation Measure 5.6-3 has been superseded by the provide four southbound lanes and a 26-foot-wide median island to applicable. General Plan Circulation Element, which identifies Main Street as a 6- accommodate dual northbound left turn lanes and the columns of the lane major arterial. Further, the Traffic Impact Analysis, which is based future North -South Transit Guideway. A total curb to curb width of 124 on existing conditions, determines no widening of Main Street is feet will be required for an ultimate eight lane section planned on Main necessary to reduce any potential impacts. No additional mitigation is Street. The increased width will be the general responsibility of required. developments planned on both sides of Main Street, but some transitions in alignment may be necessary to minimize impacts to existing buildings. MM 5.6-4: Construct a public roadway around the west side of the site Not Final EIR Mitigation Measure 5.6-4 was previously implemented. No from the intersection of Owens Drive/Broadway to Main/Town and applicable. additional mitigation is required. Further, the freeway ramps were Country. This public road shall have a capacity of 16,000 ADT and determined infeasible, and this change was documented in a 1992 connect the new freeway ramps with Main Street and Broadway/Owens amendment to the Participation Agreement between the City's Drive. This public road will provide an alternative means of access to Redevelopment Agency and the Mall developer (Third Amendment to Fashion Square and allow traffic to virtually avoid use of (and impact Participation Agreement, p. 2.). upon) Main Street. This new road will provide direct access to/from the 1- 5 Freeway in order to relieve pressure at the existing Main Street Interchange. Dedication of the roadway as a public street is required to satisfy CalTrans standards for construction of ramp facilities on public roads. Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation MM 5.6-5: A. Provide for redesign and reconstruction of the Main Street Not Final EIR Mitigation Measure 5.6-5 was previously implemented. No Entrance to Fashion Square to accommodate two entry and exit lanes applicable. additional mitigation is required. and a left turn pocket. The entrance shall be integrated with the new public roadway planned around the site to link with Bedford Road, the freeway ramps and Broadway/Owens Drive. The signalized entrance shall be modified to include separate left turn phasing. B. Provide sufficient funding for the reconstruction of the median island on Town and Country Road to include a separate westbound left turn lane. The existing median is a wide landscaped island with no separate turning lane. Fashion Square will be the primary beneficiary of this reconstruction even though the new westbound left turn lane is not intended to directly serve Fashion Square traffic. Widening of the Main Street Entrance will mitigate the effect of increased traffic (primarily east -west direction) created by expansion of the shopping center. MM 5.6-6: Provide for installation of two new traffic signals on La Veta Not Final EIR Mitigation Measure 5.6-6 was previously implemented. No Avenue at Bedford Road and the off -ramp from the southbound Rte. 57 applicable. additional mitigation is required. Freeway. In order to facilitate access to Fashion Square from the Rte. 57 Freeway a traffic signal will be needed on Bristol Street/La Veta at the off -ramp location. Presently, this intersection is controlled only by stop signs and a left turn from the off -ramp to La Veta Avenue involves considerable delay. This off -ramp provides a convenient route to Fashion Square and allows southbound freeway traffic to avoid congestion encountered at the I- 5/57/22 Interchange. To promote use of this alternative access, especially by commuters, signalization of two intersections is necessary. One location, Bristol/La Veta at the Freeway off -ramp is under the jurisdiction of the State and the other intersection, La Veta/Bedford is the responsibility of the City of Orange. MM 5.6-7: Develop and maintain an aggressive Transportation Systems Ongoing and Management (TSM) Program designed to maximize use of transit and applicable. Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation ride sharing and staggering of work hours. A realistic target of 20 percent increase in ride sharing and transit usage is established as the goal for a TSM Program. The developer shall be required to develop a program designed to achieve the goal and submit this program to the City for approval. In addition, the developer will be required to provide a Transportations System Management Coordinator to actively pursue implementation of the TSM/Parking Management Program. This position need not necessarily be on a full time basis until such time as implementation of a substantial portion of the proposed office use is underway. The developer also shall be required to provide and maintain a security force whose task, among others, shall be to enforce all on -site parking regulations. MM 5.6-8: A. Design buildings to accommodate second level access from Not Final EIR Mitigation Measure 5.6-8 was previously implemented. No a future transit station on Main Street in the vicinity of Town and Country applicable. additional mitigation is required. No transit station was ever built, and Road and/or a possible future grade separated pedestrian bridge none are currently planned in this location. connecting developments on both sides of Main Street. The buildings and internal pedestrian circulation should be designed to allow for such future improvements, which would serve to minimize at -grade pedestrian crossing of Main Street at street level. (Main Street will be a 124-foot-wide with high volumes of turning traffic and transit operations). B. On -site pedestrian circulation must be maximized to facilitate easy movement of people between buildings. Vehicular traffic must be intercepted at major entrances along the public service road and channelized quickly to parking areas. Convenient pedestrian facilities must be provided from the parking areas to the buildings and to the transit station/bus stops. Final EIR Section 5.9: Shade/Shadow, Solar Glare, Illumination MM 5.9-1: Development plans submitted to the Agency for approval Not The mitigation measure is not applicable to the MainPlace Project and pursuant to the Participation Agreement should be accompanied by a applicable. therefore does not need to be carried forward. The Fashion Square shade/shadow analysis in order to determine the best building locations Commercial Center Final EIR concluded that depending on the height Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation and heights for the structures which could result in the least and location of buildings, the Project could have shade/ shadow shade/shadow impact, if any, to the surrounding land uses. impacts to surrounding land uses, including residential areas. The EIR analysis looked at three residential development in the Project area and concluded that the Project could have significant and unavoidable shade/ shadow impacts. That conclusion was based on the fact that there was "no absolute height limit" applicable to development of the Project. The Specific Plan would restrict buildings fronting Main Street to a maximum of 20 stories, and buildings on all other portions of the Project site to a maximum of 10 stories. Thus, as further explained below, the Project would not have significant and unavoidable shade/ shadow impacts based on the analysis set forth in the Final EIR. Residential Area A is southeast of Main Street. At the time of the EIR, residential development was located north and south of the Santiago Creek Trail. Residential development on the southeast corner of the intersection of Main Street at Memory Lane is now office uses. Table 23 of the EIR indicated that a 21-story building would need to be setback approximately 500 feet from the Project boundary to preclude shadows. At its nearest point, on -site development would be approximately 1,000 feet from existing off - site single-family residences on Spurgeon Street and E. Virginia Avenue. Therefore, no shade/ shadow impacts would occur based on the analysis in the Final EIR. Residential Area B is southwest of the Project site and west of I-5. The Final EIR noted that "A building between 8 and 19 stories tall could be located in the southwest portion of the site and not cast shadows to residential area "B". Under the Specific Plan, buildings adjacent to I-5 would not exceed 10 stories. Therefore, no shade/shadow impacts would occur based on the analysis in the Final EIR. Residential Area C is the single-family residences north of SR-22. The EIR states: "A building from 19 to 52 stories tall could be located along the northern Project boundary before any shadows Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation were cast to residential area "C." Therefore, no shade/shadow impacts would occur based on the analysis in the Final EIR. MM 5.9-2: Non -reflective building exteriors should be used, unless the Applicable The Specific Plan states: buildings are oriented so that their surfaces are directed away from other and ongoing, DG — 63: All materials for exterior applications should be finished. structures, roadways and residential areas in the Project area. as modified. Inappropriate materials for exterior applications include: (a) Plastics/Plastic Laminates, (b) Asphalt shingles, (c) Corrugated fiberglass, or plastic, (d) Plywood or similar, (e) Highly reflective materials DG — 65: Colors should be non -reflective. Colors and materials should be subdued or flat -toned so as not to produce excessive reflected glare from the sun. MM 5.9-2 is revised as follows: Non -reflective or low -reflective exterior building materials and colors should be used, unless the buildings are oriented so that their surfaces are directed away from other structures, roadways and residential areas in the Project area. MM 5.9-3: All on -site lighting should be directed downward and shielded Applicable from surrounding land uses. Low -intensity lighting in the parking areas and ongoing. _ should be utilized and flood lighting should be discouraged. Final EIR Section 5.10: Aesthetics MM 5.10-1: The Participation Agreement incorporates standards and Applicable The wording has been updated to be consistent with Section 5, controls which would preclude any development which is unacceptable to and ongoing, Administration and Implementation, of the MainPlace Specific Plan. the community on aesthetic grounds. as modified. The revision does not change the intent of the measure. Pursuant to the Participation Agreement, all buildings would be MM 5.10-1: All buildings would be constructed of high constructed of high architectural quality with landscaped areas. The architectural quality with landscaped areas. The structures must structures must be effectively and aesthetically designed. The shape, be effectively and aesthetically designed. The shape, scale of scale of volume, exterior design and exterior finish of each building must volume, exterior design and exterior finish of each building must be consistent with, visually related to, physically related to and an be consistent with, visually related to, physically related to and enhancement to each other and the surrounding Project area. an enhancement to each other and the surrounding Project Landscaping would be provided to integrate this Project with adjacent area. Landscaping would be provided to integrate this Project Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation projects. Architectural, landscape and site plans must be approved by the with adjacent projects. The Planning and Building Agency Agency. Executive Director or designee shall be the review and approval authority for architectural, landscape, and site plans. Final EIR Section 5.13: Public Services and Utilities MM 5.13-1: Police: The Participants should provide a private security force to respond to business and customer needs. The presence of a Applicable security force would also have a deterrent effect on crime. and ongoing. MM 5.13-2: Fire: The Project developers shall maintain the current Applicable There are four existing fire service water connections to the City main underground water reservoir with auxiliary pumps (or provide its and ongoing, in Main Place Drive. Infrastructure upgrades will be provided as equivalent at an alternative location) and expand such system upon as modified. needed to meet fire flow requirements of the Orange County Fire development of the site as necessary for compliance with Fire Code Authority. requirements. MM 5.13-2: Fire: The Project developers shall expand fire service infrastructure as necessary for compliance with Fire Code requirements. Final EIR Section 5.14: Energy Consumption MM 5.14-1: The orientation of building glazing areas, overhangs, and site Not The mitigation measure has been superseded by building code landscaping should be selected in order for solar radiation to reach indoor applicable. requirements. As individual projects are considered by the City of areas during the winter months to reduce heating loads. The same Santa Ana, the buildings would be required to comply with the most principal should be incorporated for the summer months, so that building current version of Title 24. The energy efficiency standards of Title 24 glazing, overhangs and landscaping will reduce the amount of solar substantially exceed the air quality and energy conversation levels that radiation reaching the interior of the buildings which will reduce air would occur with the Final EIR measure. Therefore, the Project's conditioning loads. compliance with Title 24 which would fulfill the requirements of this mitigation measure. Title 24, California Building Standards, contains the energy efficiency standards related to residential and nonresidential buildings. Title 24 standards are based, in part, on a State mandate to reduce California's energy demand. These are prescriptive standards that establish maximum energy consumption levels for the heating and cooling of new buildings. A new development project is required to incorporate the most recent Title 24 standards in effect at the time a 10 Mitigation Program for the City of Santa Ana MainPlace Mall Transformation Project Final EIR Mitigation Measures (MMs) Applicable? Explanation building permit application is submitted. The 2016 standards went into effect on January 1, 2017. California's energy efficiency standards are updated on an approximate three-year cycle. 11 City of Santa Ana This page intentionally left blank. 12 Mitigation Program for the MainPlace Mall Transformation Project City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix B. Geotechnical Study City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. GEOLOGIC AND SEISMIC HAZARDS REVIEW MAINPLACE MALL TRANSFORMATION PROJECT 2800 N. MAIN STREET CITY OF SANTA ANA ORANGE COUNTY, CALIFORNIA Prepared for: KIMLEY-HORN AND ASSOCIATES, INC. 765 The City Drive, Suite 200 Orange, California 92868 Project No. 12126.001 January 7, 2019 4 Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY Leighton and Associates, Inc A LEIGHTON GROUP COMPANY October31, 2018 (Revised January 7, 2019) Project No. 12126.001 Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Attention: Ms. Margit Allen Subject: Geologic and Seismic Hazards Review MainPlace Mall Transformation Project 2800 N. Main Place Street City of Santa Ana, Orange County, California In accordance with your request and authorization, Leighton and Associates, Inc. (Leighton) has conducted a geologic and seismic hazards review in support of the California Environmental Quality Act (CEQA) for the proposed MainPlace Mall Transformation Project located at 2800 N. Main Street in the City of Santa Ana, Orange County, California. The purpose of this study has been to assess potential geological and geotechnical impacts or constraints with respect to the proposed project. It is our understanding that the current concept for transformation of the site is to reduce the square footage of entitles but not constructed office and retail uses to allow for the addition of residential uses on the site. The proposed redevelopment concept includes several new multi -level multi -family residential buildings, hotels, retail, office buildings and parking structures. Our work has been performed following the California Geological Survey's Guidelines for Geologic/Seismic Consideration in CEQA's. Based on the results of our current study, no major geologic conditions have been identified that would preclude development of the site for the intended use as currently planned. This report summarizes our findings and conclusions, and presents design considerations to 17781 Cowan • Irvine, CA92614-6009 949.250.1421 - 949.250.1114 Fax Main Place Mall Transfonnation Project 12126.001 reduce the potential impacts of the geotechnical and seismic hazards identified for the project. We appreciate the opportunity to be of service to you on this project. If you have any questions or if we can be of further service, please contact us at (866) LEIGHTON, specifically at the phone extensions or e-mail as listed below. Respectfully submitted, JEFFREYM)), LEIGHTON AND ASSOCIATES, INC. PFLUEOER No.2498 JMP/VPI/Ir Distribution: (1) Addressee Jeffrey M. Pflueger, CEG 2499 Associate Geologist Extension 4257, ipflueger(o3leightongroup.com I✓ VincentP.Ip,GE 2 Senior Principal Engineer Extension: 1682, mp(o3leightongroup.com Leighton MainPlace Mall Transformation Project 12126.001 TABLE OF CONTENTS Section Paqe 1.0 INTRODUCTION.................................................................................................. 1 1.1 Site Description and Proposed Development ............................................ 1 1.2 Scope of Work........................................................................................... 2 1.3 Previous Investigations.............................................................................. 2 2.0 GEOLOGIC SETTING AND SUBSURFACE CONDITIONS ................................ 3 2.1 Geologic Setting........................................................................................ 3 2.2 Local Geologic Units and Subsurface Conditions ...................................... 3 2.2.1 Undocumented Artificial Fill:(Afu)................................................... 3 2.2.2 Quaternary Age Young Alluvial Fan Deposits: (Qyf) ....................... 4 2.3 Groundwater..............................................................................................4 3.0 GEOLOGIC AND SEISMIC HAZARDS............................................................... 6 3.1 Surface Fault Rupture................................................................................ 6 3.2 Seismic Ground Shaking........................................................................... 6 3.3 Liquefaction............................................................................................... 8 3.4 Seismically -Induced Settlement................................................................. 9 3.5 Seismically -Induced Lateral Spread.......................................................... 9 3.6 Seismically -Induced Landslides.................................................................9 3.7 Flooding...................................................................................................10 3.8 Seiches and Tsunamis............................................................................. 10 3.9 Slope Stability and Landslides................................................................. 11 3.10 Soil Corrosion.......................................................................................... 11 3.11 Soil Expansion......................................................................................... 11 3.12 Erosion.....................................................................................................12 3.13 Methane...................................................................................................12 3.14 Regional Subsidence............................................................................... 13 3.15 Summary of Geologic and Seismic Hazards Review ............................... 13 LIST OF ILLUSTRATIONS AND APPENDICES Figure 1 — Site Location Map Figure 2 — Boring Location Map Figure 3 — Regional Geology Map Figure 4 — Regional Fault and Historic Seismicity Map Figure 5 — Seismic Hazard Map Figure 6 — Flood Hazard Zone Map Figure 7 — Dam Inundation Map Rear of Text Rear of Text Rear of Text Rear of Text Rear of Text Rear of Text Rear of Text �00 Leighton MainPlace Mall Transformation Project 12126.001 TABLE OF CONTENTS (Continued) Appendix A - References Appendix B - Boring Logs and Laboratory Test Results Appendix C - Seismicity Data ro � Leighton MainPlace Mall Transformation Project 12126.001 IP11110Ill I:IQ 111L911IQ01 1.1 Site Description and Proposed Development The project site is located at 2800 N. Main Street in the city of Santa Ana, Orange County, California. The site location (latitude 33.7755050, longitude - 117.869651 °) and immediate vicinity are shown on Figure 1, Site Location Map. The site consists of the following six (6) Assessor Parcels: Parcel 002-210-48 NumbersAssessor's 002-221-51 002-221-27 002-221-52 002-221-30 002-222-01 The project site is irregular in shape and is approximately 49 acres in size. The site is currently occupied by one centralized 2- to 3-story shopping mall, three 2- to 3-story parking structures, and six open at -grade parking lot areas. Site elevations range from about Elevation (El.) +145 feet above mean sea level (msl) in the southwestern portion of the site to El. +156 feet above msl in the northeast. Based on review of historic aerial photographs (Referenced Aerial Photographs, Appendix A; NETR, 2018), the site was primarily utilized for agricultural purposes (citrus groves) with several residential structures associated with the agricultural land along Main Street in the eastern portion of the site between approximately 1938 and 1952. By approximately 1963, initial development of the site was completed to include paved surface parking and access roads surrounding a centralized shopping mall, a large building in the southern portion of the site and a small building in the southwestern portion of the site. It appears that the southernmost margins of the site still contained some citrus groves in 1963. By approximately 1972, the citrus groves were removed from the southernmost margins of the site and by approximately 1980 one of the parking structures was constructed in the western portion of the site. Between approximately 1980 and 1995, major redevelopment occurred resulting in development similar to the site as it exists today. The currently proposed development concept would require demolition of some of the existing site facilities to allow for the new development. It is our understanding that the currently proposed mixed -use urban development 9 Leighton MainPlace Mall Transformation Project 12126.001 concept for the site is separated into nine (9) detached parcels and would allow for 1,900 multi -family residences; 750,000 square -foot of office uses; 400 hotel rooms; and 270,000 square -foot of additional retail uses. At buildout, the majority of parking would be provided in parking structure. The maximum proposed building height would be 20 stories. Vehicular access to the site would be provided from the north (2 access points from Mainplace Drive), east (4 access points from Main Street), west (3 access points from Mainplace Drive) and from the south (1 access point from Mainplace Drive) of the project site. The Tentative Parcel Map has been used as the basemap for Figure 2, Boring Location Map, included with this report. 1.2 Scope of Work Our scope of work consisted of a geologic and seismic hazards evaluation of the site and nearby vicinity based on existing information and recent information gathered as a part of the feasibility level exploration performed for the site by Leighton. Documents reviewed in preparation of this report are included in Appendix A, References. 1.3 Previous Investigations A geotechnical investigation was performed for the site in 1985 by Irvine Soils Engineering, Inc. (ISE, 1985a), and included drilling of 28 bucket auger soil borings (18- to 24-inch diameter) to depths ranging between approximately 24 and 51 feet bgs. Copies of the boring logs and laboratory test results by ISE (1985a) are presented in Appendix B. It should be noted that the locations of the borings performed by ISE are unknown since the boring location map was not included with copy of the report by ISE (1985a) available for review. ISE also prepared two addendum reports to the geotechnical investigation report (ISE, 1985b and 1986), and provided geotechnical observation and compaction testing during construction of one of the parking structures located in the western portion of the site (ISE, 1987). A feasibility level exploration was performed by Leighton to develop preliminary geotechnical recommendations to aid in developing the transformation plan for the site. The findings of the feasibility level exploration are presented in a separate report (Leighton 2019) 2 Leighton MainPlace Mall Transformation Project 12126.001 iXlxcl=N 1161c] 19IN =11 i I101"M 01U1&111-1-111 N yeCd ZKKS] 01UJ 111IQ01 V 2.1 Geologic Setting The site is located in the Los Angeles Basin, which is a large structural depression within the northern portion of the Peninsular Ranges geomorphic province of Southern California. The Peninsular Ranges province extends 900 miles southward from the Los Angeles basin to the tip of Baja California (Yerkes, et al., 1965) and is characterized by elongated, northwest -trending, mountain ridges separated by straight -sided, sediment -floored valleys. However, the most dominant structural features of the province are the northwest -trending fault zones, most of which either die out, merge with, or are terminated by the steep reverse faults at the southern margin of the Transverse Ranges province. These fault zones separate large elongated blocks, each standing at different structural elevations. There are no known active faults known to cross the project site and the site is not mapped within an Alquist-Priolo Earthquake Fault Zone (Bryant and Hart, 2007). The closest active fault to the site (5.8 miles away) is the San Joaquin Hills blind thrust fault. The San Joaquin Hills are a surficial expression of a faulted anticline associated with movement on the underlying San Joaquin Hills blind thrust fault. The site is located approximately 0.8 mile southeast of the Santa Ana River and approximately 400 feet north of Santiago Creek. The near -surface native soils at the site are Quaternary -age, non -marine young alluvial fan deposits comprised of varying proportions of sand, gravel, silt, and clay deposited by the Santa Ana River and its tributaries (Morton and Miller, 2006). A map showing the mapped geologic units in the vicinity of the project site is presented as Figure 3, Regional Geology Map. 2.2 Local Geologic Units and Subsurface Conditions Presented below are summaries of the geologic units encountered in the exploratory borings completed at the site by Leighton (Leighton 2019) and others (See Section 1.3). 2.2.1 Undocumented Artificial Fill: (Afu) Fill materials encountered by Irvine Soils Engineering Inc. (ISE, 1985a) throughout the site ranged in thickness up to a maximum of approximately 8 feet. The fill soils encountered by ISE generally consisted of a medium 3 9 Leighton MainPlace Mall Transformation Project 12126.001 dense to dense silty sand. However, the test boring location map (Plate 1 referenced in the ISE's report) could not be located for review. Eight (8) hollow -stem soil borings (LB-1 through LB-8) were drilled during our feasibility exploration. All borings were located in the existing parking lot areas and no subsurface exploration was performed inside existing building footprint. Locations of the exploration borings and boring logs (LB-1 through LB-8) are presented in Figure 2 and Appendix C, respectively. Artificial fill materials encountered in the borings indicate fill depths ranging from approximately 5 to 10Y2 feet bgs. The fill materials encountered generally consist of brown to dark brown, loose or soft silty sand and clayey sand with trace amounts of construction debris. The fill materials are likely associated with the existing improvements and initial development of the site. Localized thicker accumulations of fill materials should be anticipated elsewhere at the site. However, the records for fill placement were not available for review. Therefore, the existing fill at the site is considered undocumented. 2.2.2 Quaternary Age Young Alluvial Fan Deposits: (Qvf) Quaternary age (Holocene) young alluvial fan deposits generally consisting of brown to dark brown and gray, loose to very dense or soft to stiff sand, clayey sand, silty sand, clay, silt, and gravel with isolated layers of sandy clay were encountered during our recent subsurface exploration at the site beneath the artificial fill materials to the maximum explored depth of 51 Y2 feet bgs. The alluvial soils encountered by others (ISE, 1985a) throughout the site to the maximum depth explored of approximately 51 feet bgs generally consist of silty sand, sand, gravelly sand, sandy silt, silt, clayey silt and clay. The materials are consistent with the alluvial materials encountered in our soil borings. 2.3 Groundwater Groundwater was not encountered during our exploratory borings drilled in the southern portion of the site to the maximum depth of 51 Y2 feet bgs (LB-1 and LB- 2). According to groundwater information obtained through the California Geological Survey (CGS) and presented in the Seismic Hazard Zone Report for the Orange Quadrangle (CGS, 1997), the historically shallowest groundwater depth in the vicinity of the project site is between 30 and 40 feet bgs in the Ito 4 I Leighton MainPlace Mall Transformation Project 12126.001 southernmost portion of the site, and greater than 40 feet bgs in the northern portion of the site. In addition, data from the nearest State of California Department of Water Resources (DWR) groundwater monitoring well in the area supports deep groundwater conditions in the area of the project site. State # 04S09W31 B001 S located approximately 0.75 miles to the northeast of the project site indicates groundwater levels ranging from a high of 110 feet bgs 05/05/1969 to a low of 186 feet bgs on 12/01 /1977 for recorded monitoring period from 1969 to 1978. Based on the currently proposed development scheme, groundwater is not expected to pose a constraint during and after construction for the project as currently planned. Although groundwater is not considered a constraint for the project, seasonal fluctuations in groundwater level, localized zones of perched water including water due to nearby landscaping, and an increase in soil moisture should be anticipated during and following locally intense rainfall or stormwater runoff. 5 Leighton MainPlace Mall Transformation Project 12126.001 WIRC] *Q 1161ci [ye101I Q&,] 4 1.11U I Lei on FiVIF0 N oil 3.1 Surface Fault Rupture Our review of available in-house literature indicates that no known active faults have been mapped across the site, and the site is not located within a designated Alquist-Priolo Earthquake Fault Zone (Bryant and Hart, 2007). Considering the locations of these mapped faults relative to the site, the potential impact of surface fault rupture occurrence at the site is very low and a surface fault rupture hazard evaluation is not mandated for this site. The location of the closest active faults to the site was evaluated using the United States Geological Survey (USGS) Earthquake Hazards Program National Seismic Hazard Maps (USGS, 2008c). The closest active faults to the site are the San Joaquin Hills fault, Puente Hills fault, Newport -Inglewood fault zone, and Elsinore fault zone located approximately 5.8 miles, 7.2 miles, 9.8 miles and 10.1 miles from the site, respectively. The San Joaquin Hills and Puente hills faults are both blind thrust faults that are concealed at depth, without the potential for surface fault rupture. The San Andreas fault, which is the largest active fault in California, is approximately 41 miles northeast of the site. Major regional faults with surface expression in proximity to the site are shown on Figure 4, Regional Fault and Historic Seismicity Map. Design Consideration: Surface fault rupture is not a design consideration for the project. 3.2 Seismic Ground Shaking The principal seismic hazard to the site is ground shaking resulting from an earthquake occurring along any of several major active and potentially active faults in southern California (Figure 4, Regional Fault and Historic Seismicity Map). The intensity of ground shaking at a given location depends primarily upon the earthquake magnitude, the distance from the source, and the site response characteristics. Although Southern California has been seismically active during the past 200 years, written accounts of only the strongest shocks survive the early part of this period. Early descriptions of earthquakes are rarely specific enough to allow an association with any particular fault zone. It is also not possible to precisely locate epicenters of earthquakes that have occurred prior to the twentieth century. A 6 9 Leighton MainPlace Mall Transformation Project 12126.001 search of historical earthquakes was performed using the computer program EQ Search (Blake, 2000) for the time period between 1800 and 2018. Within that time frame 549 earthquakes between magnitude 4.0 and 9.0 were found within a 62- mile (100-kilometer) radius of the site. Of these earthquakes, the closest was located 2.4 miles (3.9 kilometers) northwest of the site and occurred on May 22, 1902 (Appendix C, Seismicity Data). Although not precisely located, its epicenter is located to the northwest of the project site. The causative fault is unknown; however, the earthquake registered a magnitude of 4.3 Mw and induced an estimated peak ground acceleration (PGA) of 0.15g at the project site. There are records of one earthquake with a magnitude 7.0 or larger within the search performed, which was a magnitude 7.0 Mw earthquake that occurred on December 16, 1858. The largest PGA at the site is estimated to have been roughly 0.19g from the magnitude 6.3 Mw earthquake that shook the region on March 11, 1933. For a general view of recorded historical seismic activity see Figure 4, Regional Fault and Historic Seismicity Map. Design Consideration: Design of the future improvements for the project should be performed in accordance with all applicable current codes and standards utilizing the appropriate seismic design parameters to reduce seismic risk as defined by California Geological Survey (CGS) Chapter 2 of Special Publication 117A (CGS, 2008). The 2016 edition of the California Building Code (CBC) is the current edition of the code. Compliance with these regulatory requirements and the utilization of appropriate seismic design parameters selected by the design professionals would reduce potential effects relating to seismic shaking. The Code -based (2016 CBC) design and risk -targeted Maximum Considered Earthquake (MCE) spectral acceleration parameters at five percent structural damping are presented in the table below: 7 Leighton MainPlace Mall Transformation Project 12126.001 Table 1 - 2016 CBC Seismic Design Parameters Categorization/Coeff Site Longitude (decimal degrees) West -117.869651 ° Site Latitude (decimal degrees) North 33.7755050 Site Class D Mapped Spectral Response Acceleration at 0.2s Period, SS 1.478g Mapped Spectral Response Acceleration at 1s Period, S, 0.540g Short Period Site Coefficient at 0.2s Period, Fa 1.0 Long Period Site Coefficient at 1 s Period, F 1.5 Adjusted Spectral Response Acceleration at 0.2s Period, Sms 1.478g Adjusted Spectral Response Acceleration at 1s Period, Smi 0.810g Design Spectral Response Acceleration at 0.2s Period, Sos 0.985g Design Spectral Response Acceleration at 1s Period, SDI 0.540g Site -adjusted geometric mean Peak Ground Acceleration, PGAM 0.530g All were derived from the United States Geological Survey (USGS) web page: http://earthquake.usgs.gov/designmaps/us/application.php The USGS detailed report of the USGS design map is also included in Appendix C. 3.3 Liquefaction The term liquefaction is generally referenced to loss of strength and stiffness in soils due to build-up of pore water pressure when subject to cyclic or monotonic loading. Both sandy and clayey soils are susceptible to loss of strength and stiffness. In general, adverse effects of liquefaction or cyclic softening can include sand boils, loss of bearing support for structural foundations, excessive ground settlement, and seismically -induced lateral ground deformations. As shown on the State of California Seismic Hazard Zones Map for the Orange Quadrangle (CGS, 1998), the northern majority of the site is not located within an area that has been identified by the State of California as being potentially susceptible to liquefaction (Figure 5, Seismic Hazard Map). However, the southernmost portion of the project site is located within an area that has been identified by the State of California as being potentially susceptible to liquefaction (Figure 5, Seismic Hazard Map). This generally coincides with the portion of the project site where the historically shallowest groundwater depth is between 30 8 Leighton MainPlace Mall Transformation Project 12126.001 and 40 feet bgs (CGS, 1997). Based on these findings, there is a potential for liquefaction to occur in the southern portion of the site. Design Consideration: Utilizing appropriate engineering practice in structural design and/or ground improvement techniques, can reduce potential impacts of liquefaction. 3.4 Seismically -Induced Settlement Seismically -induced settlement occurs primarily due to loss of strength or stiffness in soils during and shortly after prolonged earthquake events. Based the materials encountered in our borings (LB-1 through LB-8) and review of the boring logs for the previous borings by others (ISE, 1985a), layers of loose to moderately dense sandy soil susceptible to seismically -induced settlement exist in the subsurface across the site. Therefore, there is a potential for effects of localized seismically -induced settlement on the structures and other improvements planned for the site. Design Consideration: Utilizing appropriate engineering practice in structural design and/or ground improvement techniques, can reduce potential impacts of seismically -induced settlement. 3.6 Seismically -Induced Lateral Spread Soil liquefaction can result in lateral spreading or flow failure in sloping ground. Since the site is slightly sloped, the potential for lateral spread to occur at the site may exist within the liquefiable zone in the southern portion of the site as shown on Figure 5. Design Consideration: Utilizing appropriate engineering practice in structural design and/or ground improvement techniques, can reduce potential impacts of seismically -induced lateral spread. 3.6 Seismically -Induced Landslides As shown on the State of California Seismic Hazard Zones Map for the Orange Quadrangle (CGS, 1998), the site is not located within an area that has been identified by the State of California as being potentially susceptible to seismically - induced landslides (Figure 5, Seismic Hazard Map). In addition, the site is �00 9 / Leighton MainPlace Mall Transformation Project 12126.001 relatively flat and no landslides are mapped or known to exist at the project site or vicinity. Therefore, seismically -induced landslides is not considered a hazard for the site. Design Consideration: Seismically -induced landslide is not a design consideration for the project. 3.7 Flooding According to the City of Santa Ana's General Plan, Public Safety Element (City of Santa Ana, 1982), the project site is located within an area with a 500 year flood risk. This is based on the long history of the Santa Ana River overflowing its banks and flooding the surrounding areas. To reduce this risk, the U.S. Army Corps of Engineers (Corps) is implementing the Santa Ana River Mainstem Project, which includes raising the height of Prado Dam and constructing new gate -works to control water releases and other channel improvements. However, as shown on Figure 6, Flood Hazard Zone Map, the site is not located within an area considered to have a 1 % annual chance of flood (100-year flood) or a 0.2% annual chance of flood (500-year flood). In addition, based on review of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) for the project site and immediately surrounding area is located within a zone designated as Zone X, or an area with reduced flood risk due to levee (FEMA, 2009). Based on this information, the potential for flooding at the site is considered low. Design Consideration: Regional flooding is not a design consideration for the project. 3.8 Seiches and Tsunamis Seiches are large waves generated in very large enclosed bodies of water or partially enclosed arms of the sea in response to ground shaking. Tsunamis are waves generated in large bodies of water by fault displacement or major ground movement. Based on the inland location of the project site and the lack of large enclosed water bodies nearby, seiche and tsunami risks are not considered as seismic hazards for the site. Design Consideration: Seiches and tsunamis is not a design consideration for the project. �'♦� 10 / Leighton MainPlace Mall Transformation Project 12126.001 3.9 Slope Stability and Landslides The site is not located within a known landslide hazard area and no major fill or cut slopes are currently planned for the site. Since the developed site generally is relatively flat, the potential for slope instability and landslides is not considered a hazard for the site. Design Consideration: Slope Stability and landslide is not a design consideration for the project. 3.10 Soil Corrosion Based on the results of the previous study performed by others (ISE, 1985a; see Appendix C), the site soils are reported to have a low corrosion potential on mild grade steel based on the results of the testing for chloride (150 and 180 parts per million) and pH (7.82 and 7.39). In addition, sulfate attack potential for concrete in contact with site soils is deemed negligible based on sulfate content test results (0.020% and 0.006%) reported by others (ISE, 1985a; see Appendix C). Design Consideration: The site soils are not corrosive for concrete and reinforcing steel embedded in concrete. However, the site soil is corrosive to buried metals. General recommendations for ferrous corrosion protection include use of non-ferrous pipe or protective measures to separate ferrous pipes from on -site soils. Through implementation of these recommendations, potential impacts relating to corrosive soils would be minimized. A corrosion engineer should be retained to evaluate the specific corrosion potential of the site's soils, to perform further testing as may be required, and to provide specific required protective measures to reduce corrosion risk, as may be necessary. 3.11 Soil Expansion The expansive potential of onsite soils shall be determined in accordance with the California Building Code 2016 Chapter 1803A.5.3 Expansive Soil. Expansive soils (EI>20 per ASTM D 422) contain significant amounts of clay particles that swell considerably when wetted and shrink with the loss of water. Foundations and structures constructed on these soils can be subjected to uplifting forces caused by the swelling, potentially resulting in heaving and cracking of both building foundations and slabs -on -grade. 11 Leighton MainPlace Mall Transformation Project 12126.001 Expansion Index (EI) testing of two samples from the upper 4 to 7 feet bgs at the site performed by others (ISE, 1985a; see Appendix C) indicated that the site soils have El values ranging from 11 to 14. Our test results suggested that the near -surface site soils exhibit low expansion potential (i.e, EI=24 and EI=27 but greater than 20). However, clayey soils exist at the site and could be expansive when subject to change in moisture. Design Consideration: Implementation of standard engineering and earthwork construction practices, such as proper foundation design and proper moisture conditioning of earthen fills will reduce the impacts associated with expansive soils to tolerable levels. Site -specific tests should be performed with respect to the proposed development at each parcel to confirm the previous findings. 3.12 Erosion The erosion characteristics of the unconsolidated alluvial deposits exposed on any future potential temporary cut slopes onsite is expected to be moderately susceptible to erosion. Although not currently anticipated, any manufactured slopes composed of compacted fill would be expected to be moderately susceptible to erosion. The native soils onsite, as well as fill slopes constructed with native soils, will have a moderate susceptibility to erosion. These materials will be particularly prone to erosion during excavation and site development, especially during heavy rains. Design Consideration: The impact of erosion can be reduced through the application of Best Management Practices (BMPs) and other Storm Water Pollution Prevention Plan (SWPPPs), such as temporary catchment basins and/or sandbagging to control runoff and contain sediment transport within the project site during construction. Following completion of the project, the site will be improved with structures, hardscape, landscaping and appropriate drainage infrastructure. 3.13 Methane Based on review of the Division of Oil, Gas & Geothermal Resources (DOGGR) online Well Finder maps, there no documented oil wells located within or in the vicinity of the project site. The nearest oil field to the site is the Olive Oil Field, 12 9 Leighton MainPlace Mall Transformation Project 12126.001 located approximately 4 miles north of the project site. Based on these conditions, methane hazard is not a consideration for the project. Design Consideration: Emission of methane gas is not a design consideration for the project. 3.14 Regional Subsidence Regional ground subsidence generally occurs due to rapid and intensive removal of subterranean fluids, typically water or oil. It is generally attributed to the consolidation of sediments as the fluid in the sediment is removed. The total load of the soils in partially or fully saturated deposits is born by their granular structure and the fluid. When the fluid is removed, the load is born by the sediment alone and it settles. No reports on regional subsidence due to fluid removal have documented subsidence in the site vicinity, and the project would not involve the removal of water or oil at the site, making the potential for ground subsidence related to fluid removal is not a geologic hazard. Design Consideration: According to the City of Santa Ana's General Plan, Seismic Safety Element (City of Santa Ana, 1982), portions of the project site are located within an area delineated as having a potential for regional subsidence due to seismically -induced settlement of loose and sandy soil. However, as previously addressed in Section 3.4, the potential effects relating to seismically -induced settlement can be reduced by following implementation of engineering practices in remedial earthwork, structural design for new buildings and/or ground improvement techniques. 3.16 Summary of Geologic and Seismic Hazards Review The results of our geologic and seismic hazards review are summarized below. 13 !oto jo Leighton MainPlace Mall Transformation Project 12126.001 GEOLOGIC AND SEISMIC HAZARDS-D Surface fault rupture LEVEL Not a Hazard Seismic ground shaking Moderate to High Liquefaction Moderate (only in the southern portion of the site) Seismically -induced settlement Moderate Seismically -induced lateral spreading Moderate (only in the southern portion of the site) Seismically -induced landslides Not a Hazard Flood hazard Low Seismically -induced flooding Low Seiches and tsunamis Not a Hazard Slope stability and landslide Not a Hazard Soil corrosion Low to Moderate Soil expansion Low to Moderate Erosion/sedimentation Low Methane Not a Hazard Regional subsidence Low 14 Leighton c. ■. _/.N _ l.■1 [� ♦ aA ■ w�_ l� r r+i ryOc �'P .� ■s i '� L v a �� o {.i le#luysl I'ft d 3� e�r'.w �.ew;'all la—g —__ j11•� �p l±t +C ��f .'s e` • Pr ' " il! jUl f � 1 1 11 r z ng .� 9 yar- 1 , A '.y U A A•. , c �1�. a 1 ^Q N 1 4-0— A a _ f� 1 I I � �awniL �Inanof 22 ld�� - r 1 I`' rkli'U U. I.,. __ Fi,e,q '_rl Gab G ti 11 9 on$1 nCroIcl iw a�xealeeay; ry sre eL w r+a xcenia.; d Ln cq o! v yz.3eId Aq _ p� I I Gi_ c ] Lr �� . E� •yI I m_ rRwe E 1 Ira C ) ,V Ln Wo E p N — D i T \ VA aoe � I I + a � c Ed Rd F I `va E 4 1a Cb.,A,t, [A Aw ® � I Poi I Ij 2 l�---`-.:` F 9_! 7 s, 1 0.1 i Ez sl".,nsl - Fa �■ n ev s- _, _I g F.len-s I, i<r 0 �. M1- I Ir �'w,u • +en � II i / 1 �Zff-@A. LEGEND SHOWN HEREON �AJHD VIS ;:N HOL\IJARY FPOFOSED LOT _V- EXISTIESFINE FROFOSEl EAS=`M=V-S - - - - - - - - - - - EXSHILS-!`.SLMLE IS CFit IFHI V- TAU 1?YJ:: S IIH (,TK C H LELI 1 -D I; dAr.A REFERENCE DOCUMENT: CHICAGO TITLE COMPANY'S PRELIMINARY REPORT ORDER NO 00035053-994 X49, EFFECTIVE DATE EASEMENT SCHEDULE: 15 EAS ITEM NO. GRANTEE PURPOSE REFERENCE REMARKS DISPOSITION O STATE OF CALIFORNIA CONSTRUCTION, LANDSCAPING OR MAINTENANCE OF FREEWAYS BOOK 2754 PAGE 562 BOOK 2786 PAGE 270 BOOK 5306 PAGE 336 BOOK 5803 PAGE 212 REC 06/23/1954 O,R s SHOWN. HEREON TO REMAIN O STATE OF CALIFORNIA INGRESS AND EGRESS RIGHTS HAVE BEEN RELINQUISHED TO OR FROM FREEWAYS BOOK 2786 PAGE 270 BOOK 3188 PAGE 329 BOOK 5306 PAGE 336 BOOK 5427 PAGE 434 BOOK 5803 PAGE 212 BOOK 8081 PAGE 331 BOOK 10114 PAGE 873 REC 06 23 1954, O.R.'s SHOWN HEREON TO REMAIN O THE CITY OF SANTA ANA WATER LINE BOOK 4178 PAGE 504 REC. 1 28 1958 O.R. SHOWN HEREON QUIT CLAIM ON MAP O. BET. SANTA ANA VENTURE, FEDERATED DEPT. STORES, INC., NORDSTROM, INC., ADCOR REALTY CORP., & THE CITY OF SANTA ANA PEDESTRIAN & VEHICULAR INGRESS &EGRESS, PARKING UTILITIES, LOADING DOCK, CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT 09/16/1970 OR. INST. N0, 86-035230 REC 1/27/1986 O.R. INST, N0. 06-519066 REC. 8/3/2006 O.R. INST, NO. 07-186665 REC. 3/23/2007, O.R, INST, NO. 2012-319140 REC. S/05/2012, D.R. INST. N0. 86-35230 REC. 1127/19156 OR SHOWN HEREON AFFECTS PARCEL C-2 TO REMAIN OFEDERATED DEPARTMENT STORES, INC. SANITARY SEWERS BOOK 9415 PAGE 49 REC, 9 25 1970 O.R. SHOWN HEREON (10' TO REMAIN O CITY OF SANTA ANA OPEN AIR BOOK 12136 PAGE 154 REC. 4 6 1977, O.R. SHOWN HEREON TO REMAIN 8 O CITY OF SANTA ANA WATER LINES APPUR. at INGRESS &EGRESS BOOK 12413 PAGE 1940 REC, 10 13 1977 O.R SHOWN HEREON PARTIAL RELOCATION 10 CENTER PARTNERS,FED. DEPT, STORES, NORDSTRONAOGOR REALTY & CITY OF SANTA ANA CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT NST. N0. 86 35230 REC. 1/27/1986 OR INST. NO. 88 137306 REC 12 7 198E O.R. AFFECTS PARCEL C-2 TO REMAIN 12 BET. SANTA ANA VENTURE & NORDSTROM SHORT LEASE FORM & LOADING DOCK EASEMENT INST. NO. 86-35234 REC. 1 L27 1986 D.R. SHOWN HEREON AFFECTS PARCEL A-1 TO REMAIN 13 THE CITY OF SANTA ANA LOOPS, PULL BOXES CONDUITS, INRES & APPUR., INGRESS & EfAE INST. N0. 87-4D2654 REC. 7/15/7987, O.R. SHOWN HEREON (AFFECTS PARCEL 14 THE CITY OF SANTA ANA TRAFFIC SIGNALS, POLES, DETECTOR OOPS, PULL BOXES, CORE UITS, RES ' APPUR. INGRESS & EGRES INST. N0. 87-402655 REC. 7/15/1987, OR SHOWN HEREON (AFFECTS PARCEL TO REMAIN 15 THE CITY OF SANTA ANA PUBLIC UTILITIES INST. N0. 87 651878 REC 12/9/1987 OF. INST NO 91 293822 SHOWN HEREON. PARTIAL RELOCATION 16 SOUTHERN CALIFORNIA EDISON COMPANY UNDERGROUND CONDUITS INST 88 D NO 67289 REC, 2 16 1988 O.R SHOWN HEREON PARTIAL RELOCATION 17 SOUTHERN CALIFORNIA EDISON COMPANY UNFENCED. ELEC SUPPL SYSTEMS & COMM. SYSTEM INST. N0. 90-b14878 REC, 11 2D 1990 O.R. SHOWN HEREON PARTIAL RELOCATION 19 THE CITY OF SANTA ANA EXCL UNDERGRD., NON-EXCL. SURFACE EASEMENT FOR PUBLIC EASEMENT INST. NO. 91-039419 REC. 1/28/1991. O.R. SHOWN HEREON TO REMAIN 19 THE CITY OF SANTA ANA STREET INST NO 91 692518 REC 12 17 1991 O,R. SHOWN HEREON AFFECTS PARCEL C-1 OUTSIDE MAP BOUNDARY 2D SANTA ANA VENTURE SANTA ANA SANITARY SEWER INST NO. 93 54035 REC. 1 25 1993 OR SHOWN HEREON TO REMAIN 21 BULLOCK 5 S CORP. PROPERTIE UNDERGROUND SEWER PIPELINE INST. NO. 93 081029 REC 2 5 1993, O.R. SHOWN HEREON TO REMAIN 22 SOUTHERN CALIFORNIA EDISON COMPANY UNDERSIDE. ELEC. SUPPL SYSTEMS & COMM. SYSTEM INST. N0. 93-0417680 REC. 6 22 1993, O.R. BLANKETIN NATURE TO REMAIN 23 SOUTHERN CALIFORNIA EDISON COMPANY ELEC. SUPPLY SYSTEMS & COMM. SYSTEM INST. N0. 94-0505683 REC. 8 16 1994, D.R. SHOWN HEREON AFFECTS PARCEL C-1 PARTIAL RELOCATION 28 SHOWN EXISTING CALTRANS R 0 W O GARDEN GROVE FWY_ R 0 S NO. 2DO3 1006 BOOK 199 PAGES 1 16 MONUMENTS FOUND SHOWN HEREON TO REMAIN 29 JCPENNY CORP. MEMORANDUM OF SUBLEASE INST. N0. 10 161950 REC. 4 07 2010, O.R. SHOWN HEREON TO REMAIN 32 SOUTHERN CALIFORNIA EDISON COMPANY UNDERGRD. ELEC. SUPPLY SYSTEMS & COMM. SYSTEMS NST. NO.2014 000486132 EC_ 11 12 2014 O_R SHOWN HEREON (5' WIDE TO REMAIN O THE CITY OF SANTA ANA PUBLIC STREET NET NO.91-692518 REC, 2 17 1991 OR / / AFFECTS A PORTION OF PARCEL C 1 OUTSIDE MAP BOUNDARY 34 SOUTHERN CALIFORNIA EDISON COMPANY PRIVATE RECIPROCAL INGRESS EGRESS DRIVEWAY P M 99 152 M B 328 PAGES 36 TO 42 REC 11/20/2002 DR. AFFECTS PARCELS 1, 2, 3 6, 7. AND 8 TO REMAIN 35 ELECTRICAL SUPPLY SYSTEM AND COMM. YSTEMS NET. NO.94-050683 REC. /16/1994 0_R_ AFFECTS A PORTION OF PARCEL C-1 TO REMAIN 36 SOUTHERN CALIFORNIA EDISON COMPANY UNDERGRD ELEC. SUPPLY SYSTEMS & COMM. SYSTEMS NIT. N0.20160002352g5 EC. 05/25/2016, O.R. PARTIAL RELOCATION PARCEL AREA TABLE: PARCEL NUMBER. AREA BELOW 172.24 1 5.44 2 1.63 3 1.91 4 1.75 5 4.43 6 21.54 R=I ]4.00' 7 4.05 1. B 3.08 _ 9 1.95 R=4]4.00 32'-- m rL67p \ w NET SUBTOTAL 45.8 4�°03'14 g7°51 0 805 23.9' - ' / /tiA NET DEDICATION 0.30 o PARCEL7 GROSS TOTAL 46.10 6 7 4.05 ACRES LB-3 II BUILDING SET BACK-:X \ (Pilot Hole) 36 361.8, MJ P. LB-3 T.D.31.5' ,\ NO G.W RGELA_1 I� T. P;20 TITLE I EFORT PARGE-L A 1 : TITLE REPORT PA Infiltr iooI Test W II _ a F . 10 .W. �;': -- - = 245.6' , v v s LB-4 6 - --- - _ PARCEL 8 - _ ' 3.08 ACRE �' �,• v ,�`v I _, ,, II _ T.D.51.5' �. �� S \\ EX. FIRE HYDRANT I 7 �-• - _ &b53° ' 5 16 \ l 16 TITLE REPORT PARCEL 111 G tgp �Q S = - E% E HYDRANT 1'c \-N'_ a. 10 LB EX. TRANSFORMER - - - - - _' -� T.D.51.5' / o / t No G.W. ry BUII�ING SET BACK dry , T F / c S2 16 R=30' EX. FIRE HYDRANT L=36' TITLE REPORT PARCEL A � \ \ 16 c T� /h .`'n T tuf✓ >' 16 1 1 R 25'J I 16 5 R-79' I( EX. TRANSFORMER c O� 1 I' =40' I v 35 23 1 21 - L-31'� PARCEL 5- - I f E%. FIRE HYDRANT /' i� I I E%. TRANSFORMER 1 4.43 ACRES d tea.. .,,; xm`u /✓ /N\-/ 5 / 21 EX. TRANSFORMER LITTERED RTPARCELA-1 29.2 w 1.07E Ac: >✓'f y / 5 1� LB-� / �' - SI°0433"W 302:7, - PARCEL 6 4 �l T.D.51.5' 4 ��21.54 ACRES � a1 1 I No G.W. EX. FIRE HYDRANT 15 (BELOW ELEVATION 172.24') M I � i 1--- 243' II f -- ,.,.: �:ii, -'N4°52'33"E'1703 R=30) ' I - 1 14 L=46'I /f 5 I - _ I 16 EX. FIRE HYDRANT _ P- EX. FIRE HYDRANT N II ------_-----333'- --- - 23 ---�> 1-1 4 L 142,1139' 4=18°12'33" 757E'8.00' BEDFORD L=16 37 A=32 2025 - s s ,D 2D >l�lll�l 0 I q 15 51°0532"W 35 .28 � NI°as41"as.3S88°I503'E'8143'-' 32 II IACY F +ON -R .00 L-32.26'd-63°44'20" "- 0 m -NI°OS'32'E'226.20' ° I I EX. TRANSFORMER � .� `>I k I H INi: � - EX. FIRE HYDRANT , _. _.- _. __ _-=--�...� s `.EX. TRANSFORMER y LLB q / I ,. - -. ., m I A.- _F.. f :".I I. J 4.�0„f�Q,'L_38 718 LL g - u P r r. E-, 4427" II°�� Iy .� No G.W. / 529°o'IVW4.DD' ly - AREA TO BE _v c NOT A PART r-'v-'--- R: .p }.,. I�. Y 1,i1 2.94 ACRES ml DEDICATED: o oy 1 \ 5 1 1. [ 43 ACRES >e/ - I � 1 I - I' z \16 I`� I E%. TRANSFORMER e 1 F I I- 1 ° .1 f*� (: ;'/'�-'✓ �: �/ a 1 AREA TO BE 1 J, I, 254.6' ) $ / VACATED: TITLE REPORT PARCELA-1 226.4' a ,'/ __ - - 15. 3.DD7 Ac. / R=22550' 1 1 t} �? 1.13 ACRES - 15 16',t 73912'i3 .., .�.;✓.' y�ba°�y°0o / /`,G°u S',��... 1 _ f 11 \ _ -_-_-_ _ _ _ / EX. FIRE HYDRANT-� BUILDING /_I IR=14•�\�EX. FIRE HYDRANT•.L _5486 °48'SD6��20 f SET BACK I f L 2a' R=463, P17 05 IYe L 20. a - _ 11,r7, - ---- - -- --- �- M EX. FIRE H A ® 11R=482' f�10~ - _T�---- -� �-- 15 10 .©.51.5 ' 4 16• �s----3os'- ----- -- �� . PARCEL 1 No G.W. W = L=,3 5.44 ACRES 1 I_\ I - L-TRANSFORMER 5 8 10 20 `LO ( ) > _ _ / LOW ELEVATION 172.24• ® / [ 4 m L' � uA EX. FIRE HYDRANT / ' 7. BE < I n �, 1" I L K 1I <.Y,A �� - LB-6 W F' 9o�a PARCEL 4 PARCEL 3 T.D.51.5' ; . I W k PAR EL 2 T.D.16.5' - 6.. 1.91 ACRES C _ No G.W. _ I III � 4 �IU III, I, I 1.76 ACRES 1.63 ACRES Inflltratlon Test Well J Q LL (BELOW ELEVATION 172.24') NO G.W. I N TITLE REPORT PARCEL A 1 3171 Ac 1 N \ \7 - r L n e_o sseao Q F !'. 31 ! t'n BUILDING SET BACK 5�? J 24.9• dR8118'42' BUILDING SET °OSB2 EK� 16 R=280n v ... 0�8°�1'a2" 1 3 N I ° 0' 11 EX. FIRE HYDRANT C""," � \NY_ E/ FE PARCEL 9 H 3 J °„ IN IT ; T 1.96 ACRES SC.-T (BELOW ELEVATION 172.24') j EX. TRANSFORMER J Sad°5335 E 0 I/ _ - - 18000' NI°0532"�'962] _ 26 W - I':'.`�_ ,.-- R-vz0o - NO"30I1'VJ 395.I3' 31°0532'lV'288.39 -10900 - - P.]3�3.,:F:... ,5 WAIN STREET - Na,°i,.y 371a _ R -- -- U - L=2922 R 10900 i 4-18°I I'a2" `-L 3430 L-3430' µ M m � L.L 3-I81142 N7°OS'32'E'2289' 4 2°I-'� m Z I FGFNn LB-8 APPROXIMATE LOCATION OF HOLLOW -STEM AUGER BORING T.D.51.5' SHOWING TOTAL DEPTH (T.D.) AND DEPTH TO GROUNDWATER (G.W.) No G.W. IN FEET BELOW EXISTING GRADE LCL G J NW W H I- Z W H - - - - - N z '- - --_ ______----------7 I�-----------T� - J �W - OL H ¢ AC UB Q z w J rn Of LIE Figure 2 BORING LOCATION MAP Z "z MainPlace Mall Transformation Project Wz m z o ♦ 2800 N. Main Street City of Santa Ana, Orange County, California o W m U Proj: 12126.001 Eng/Geol: VPI/JMP Leighton DGRAP3HIIC SC8A E IN FEET 120 -HFF1 N1 Scale: As Shown Date: January 2019 v:IGRAFTING112120100-AG12010-10-16\12126001 F02 ELM 2019-01-07 TWO (01-07-194. 0043PM) PI,Fbd by: bva, 2 C t " rtf� t38 t i �QlaYf�� 4C IN PO *i•S Nw M � LI 1ao, c Approximate Site Location M N Legend Q Qw, Alluvial Wash Deposits Qyf, Young Alluvial Fan Deposits Q Qof, Old Alluvial Fan Deposits o z,o to a,000 Esri, HERE, Garmin, © Open Street Map contributors, Copyright:© 2013 Feet National Geographic Society, i-cubed Project: 12126.001 Eng/GeoI: VPI/JMP REGIONAL GEOLOGY MAP Figure Scale: 1"=2,000' Date: January 2019 MainPlace Mall Transformation Project BaseMap ESAAFcASOnline 2019 2800 N. Main Street 49 Thematic Information Leighton, USGS Author Leighton Geomaticstbtan, City of Santa Ana, Orange County, California Leighton Man na-d as Vm]fain\1P1?n\nn1UAans\1?1Pfinm FnP Prfa Pn1c,ni n7 mxh an 1/w?n19 P 47 99 PM N 55 Project: 12126.001 1 Eng/Geol: VPI/JMP Scale "= 5 miles I Date: January 2019 Base Map'. ESPI ArcG IS Online 2019 Thematic Information Leighton, CGS, BSant2010 Author Leighton Geomatics (btran) IN Legend Historic (<200 years) Holocene (<1 OK years) Quaternary (<1.6M years) a°sick — Pre -Quaternary (>1.6M years) �anaA R 11 Earthquakes 1769-2014 %see/ Moment Magnitude Range a e � i 4-5 O 5-6 • 6-7 REGIONAL FAULT AND HISTORIC SEISMICITY MAP MainPlace Mall Transformation Project 2800 N. Main Street City of Santa Ana, Orange County, California -igure 4 49 Leighton on 1/7=92:4845 PM 4im:.f/. ca• - • VL. _i.4 { L��.I 1 a ti am g A klie .. SS. �_ °1i211,' �. �". .\ :' '4T�• •'� 1 .— _ ...:ll 4 r •!i.<<F rVALN4Jr ii + . • AVE SY< RE / .{ •"' ,• T-eate. /�.CI .c'A, iU �0 At „r`T��\ ,PM LetIL °: am« i8 16 m Mfta I, rity ■1 i1wR i Q. _ _ _ FO loll A.r _ Po .+e l TGIR S• PALLYRA O A Sth ■ by r''•. C] cu A Approximate a Nei -pp TSyqq�!�S. I i Site Location `� ° 9 -�, �$eCYr )• Fa Y '!-I M.1° O j E 9 vE wvE Iqin el ALI 'A+ �1 it i'_ N1` 8 _ am _ rt �� 0* is ! � , • � 1 I � }� if 414, f a �• � ° I �.. sch - / _� -- E_ i I, ;> 9L`. ti•:.e<' BM l63�301 yat Wit— alMlim 1 ., 20 Sie R m- Lwmu . / �I jl 11i n_ �Cd rr..•J. .sor.,! F. M li E. n f,�.N.� P E till ' SlaNf7t�-{ ho D nl I N Cent 1 I I z `` Erg j m Al l i � . 1 1 F I `!_= �8 I Legend ¢� Landslide Hazard Zone JLR . sl. o R t�!-' Liquefaction Susceptibility Zone 0 20ho 4,000 II 1 d 11 m J I S EsriI, HEER ar — NatE4`8 fidu ors©321 Feet nCO© enStree Mp`C loncEEM Project: 12126.001 Eng/GeoI: VPI/JMP SEISMIC HAZARD MAP Figures Scale: 1"=2,000' Date: January 2019 MainPlace Mall Transformation Project BaseMap ECRIAFcGICOnline 2019 2800 N. Main Street Thematic Information Leighton, CGS 4 Author Leighton Geomaticsthpan, City of Santa Ana, Orange County, California Leighton Man navPhas V V ]fain\1F1?n\nnl\Aans\1F1Ffinm Fn5 9HM Fm4111-n] mM nn l/]/Fn19 F 5P 5n PM Le endwLa FA.A 1 AM g ' OIL it lii' H 7 ■ 500 Year Flood Plainin F �� e Q ■i• :� > �� =1h 100 Year Flood Plain All I•EE +AF ice, y,,, .1 �c •sue AVE _ a % F 'ti FB.� T ate. °- a Ai . Sch �•�'1 '' a'r _ . I iAAlar vF. A,-C a A .I % 1a�y' YAiLrr I �— i ET io -No T' '■�F'.•n �}.. AV c'j/vE 8 .1 B 16 0i Hein ■1': M E �nl i PO z all E<A � BM 3Ef yi _ �acY SdQ o We ouCu i : Approximate xl' Site Location a all irk "8u` 6 Qom- _, � wfET 1 - b11' - � _' '— Aw E1it,ef } .� -rat.. H . AY !.q i,.� :. •. ANON v _,G 1 � Y � a1 0 9 � - .�RggEa JLr ' All 'I-Nn Iy<� BM 71J , riil�ref r fim 163 01.• ' I' BE7IF FY--� SC sr yIL- •.I .'nM., Fi. Sta<_ c�accr M�i�. -t a JOIN I P w a _ 5 0. at' Y6 I .t{ - r A, Sl r E--sri, HEa- armin, ©OpenSPreePMap conPriia ors! 'opyright:© 2016 o z,000 a,000 Naional r eographi¢ -o¢ie, i-cubed, Sv r¢e: ri, DigialGlobe, GeoEye, E rthsPar Geographies, CN-- Airbus , U--DH, U^-G eroGRd D, IGN, Feet Jill and Phe r 1, User CEjommunitl Project: 12126.001 Eng/ceol: VPI/JMP FLOOD HAZARD ZONE MAP FigDre6 Scale: 1 " = 2,000' Date: January 2019 MainPlace Mall Transformation Project BaseMap ESAArcGISOnline zol9 2800 N. Main Street Thematic Information. Leighton CADV FEMA Author Leighton Aeomaticsthpan, City of Santa Ana, Orange County, California Leighton Man navPh as Vm]fain\1P1?n\nnl\Mans\1P1Pfinm Fnfi FILM Pn14m-n] m nd an 1/7/Pm9'Y 94 nri PM Man Mall! all Isin WL � �71>•A�Gl�/ 1'i14i' yi�1.O dam•a' /' I �' f j .3U I1'' Ck APMAw k4o ITA�InA; <.\ L'rt—J BMwt :i B 16w V Alt NIT ►-I t Seb c z A 6M 13@ \`\� AawvnA oT __ - L j, it•,}� W C j¢ 1 Approximate �Y' e \ W�' [ Site Location SRcur Fa Y i [ y[ — 7 wEal v 1 IfFir 821 -_ --� - _ �r ■�p ' Ap AriIiA II �/T�` • j PA r}Inc— a �Y� '� PI �33 1�11 jj�glil Swill f � ■ram N 'r—• N 0 zo to 4, 000 Feet Project: 12126.001 Eng/Geol: VPI/JMP Scale: 1 " = 2,000 ' Date: January 2019 Base Map'. ESRI ArcG IS Online 2019 Thematic Information Leighton CADW FEMA Author Leighton Geomatics (btran) Man navPhas VV ]fain\1F1?n\nn1\Aans\1F1Ffinm Fn] nIM Fni DAM INUNDATION MAP MainPlace Mall Transformation Project 2800 N. Main Street City of Santa Ana, Orange County, California an 1,,?n19 F ?? nn PM -igure 7 49 Leighton FAJJ4►11]PMT A REFERENCES rot/ / Leighton MainPlace Mall Transformation Project 12126.001 APPENDIX A References American Society of Civil Engineers (ASCE), 2013, Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, Third Printing, Errata Incorporated through March 15. Blake, T.F, 2000, EQSEARCH, A computer program for the estimate of Peak Horizontal Acceleration from California Historical Earthquake Catalogs, with Earthquake Catalog Data through August 15, 2018. Bryant, W.A., and Hart, E.W., 2007, Fault Rupture Hazard Zones in California, Alquist- Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Geological Survey: Special Publication 42. California Building Standards Commission, 2016, 2016 California Building Code (CBC), California Code of Regulations, Title 24, Part 2, Volume 2 of 2, Based on 2015 International Building Code, Effective January 1, 2017. California Department of Water Resources, 2018, Water Data Library, groundwater well data, accessed October 2018, http://wdl.water.ca.gov. California Division of Oil, Gas and Geothermal Resources (DOGGR), 2018, Interactive Well Finder Website, http://www.conservation.ca.gov/dog/PagesM/ellFinder.aspx California Geological Survey (CGS; previously known as the California Division of Mines and Geology), 1997, Seismic Hazard Zone Report for the Orange 7.5 Minute Quadrangle, Orange County, California, Seismic Hazard Zone Report 011. 1998, Seismic Hazard Zones Orange Quadrangle, Official Map, Released April, 1998, map scale 1:24,000. 2000, CD-ROM containing digital images of Official Maps of Alquist-Priolo Earthquake Fault Zones that affect the Southern Region, DMG CD 2000-003 2000. 2008, Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California. 2018, Earthquake Fault Zones, A Guide for Government Agencies, Property Owners / Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California, Special Publication 42, Revised 2018. A-1 Leighton MainPlace Mall Transformation Project 12126.001 APPENDIX A (Continued) References California State Water Resources Control Board (CSWRCB), GeoTracker, http://.qeotracker.waterboards.ca.gov/. City of Santa Ana, Planning Division, 1982, City of Santa Ana General Plan, Public Safety and Seismic Safety Elements, adopted September 20, 1982 (Reformatted January 2010). Federal Emergency Management Agency (FEMA), 2009, Map Number 06059C0l63JF, Effective Date December 3, 2009, Scale 1" = 1000' web site (https://hazards.fema.qov/femaportal/wps/portal/). Irvine Soils Engineering, Inc. (ISE), 1985a, Geotechnical Investigation, Santa Ana Main Place Development, Santa Ana, California, Job No. 2702-00, dated July 16, 1985. 1985b, Addendum to Geotechnical Investigation, Santa Ana Main Place Development, Santa Ana, California, Job No. 2702-00, dated December 6, 1985. 1986, Addendum to Geotechnical Investigation, Santa Ana Main Place Development, Santa Ana, California, Job No. 2702-00, dated January 2, 1986. 1987, Report of Observation and Compaction Testing, Santa Ana Main Place Mall, Parking Structure, Santa Ana, California, Job No. 02-4220-009-00-10, dated July 22, 1987. Jennings, C. W., 1994, Fault Activity Map of California and Adjacent Areas: California Department of Conservation Division of Mines and Geology, California Geologic Data Map Series, Map No. 6, map scale 1:750,000. Leighton and Associates, 2019, Feasibility Geotechnical Exploration, MainPlace Mall Transformation Project, 2800 North Main Street, City of Santa Ana, Orange County, California, Project No. 12126.001, dated January 7, 2019. Morton D.M., and Miller, F.K., 2006, Geologic Map of the San Bernardino and Santa Ana, 30' x 60' Quadrangles, California, USGS Open File Report 2006-1217, map scale 1:100,000. Nationwide Environmental Title Research, LLC (NETR), 2018, Historic Aerials by NETR Online, website: http://www.historicaerials.com/aerials, accessed October 2018. A-2 Leighton MainPlace Mall Transformation Project 12126.001 APPENDIX A (Continued) References Orange County Public Works (OCPW), 2013, Technical Guidance Document (TGD) for the Preparation of Conceptual/Preliminary and/or Project Water Quality Management Plans (WQMPs), dated December 20, 2013. State Water Resources Control Board, Geotracker, environmental database, http://geotracker.waterboards.ca.gov/ United States Geological Survey (USGS), 1964, Photorevised 1981, Orange Quadrangle, California — Orange County, 7.5 Minute Series (Topographic Series), Scale 1:24,000. 2008a, U.S. Seismic Design Maps, http://earthquake.usgs.gov/designmaps/us/application.php 2008b, Unified Hazard Tool for Deaggregations, https://earthguake.usgs.gov/hazards/interactive/ 2008c, National Seismic Hazard Maps — Fault Parameters, https://earthquake.usgs.gov/cfusion/hazfaults 2008 search/query main.cfm 2018a, Interactive Fault Map, http://earthquake.usgs.gov/hazards/gfaults/map/ 2018b, Interactive Geologic Map, http://ngmdb.usgs.gov/maps/MapView/ Yerkes, R.F., McCulloh, T.H., Schoellhamer, J.E. and Vedder, J.G., 1965, Geology of the Los Angeles Basin, California -- An Introduction: U. S. Geological Survey Professional Paper 420-A, 57 p. Aerial Photo Review Flight Frame Date Scale Agency Location 28-77, AXJ 28-78 5/23/1938 1:20,000 USDA Santa Ana and Orange, CA AXK-5K 86,87 12/26/1952 1:20,000 USDA Orange and Santa Ana, CA 80033 91,92 2/25/1980 1:24,000 AASI Santa Ana, CA A-3 Leighton APPENDIX B BORING LOGS AND LABORATORY TEST RESULTS rot/ / Leighton GEOTECHNICAL BORING LOG LB-1 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 149' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurface conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtme. Thedescriptionisasimplificationofthe o. y R p U 0— actual conditions encountered. Transitions between soil types maybe T g acual. 0 @0". 4-inches asphalt concrete over 5-inches base. 611floal PiIL untlocumentetl lAful� Silly SANG (SM), brown, loose, moist, finegrained santl. 145 5 R-1 4 SM 5 8 Quay Age Alluvial Fan Deposits in CyN ung(SM) S20 5 4.3 SM S Ity Silly SANG (SM), with gravel, metlium tlense, tlry, fine @ U ens 6 grained grainetl santl, fine grained gravel. 140 6 10 R-2 5 93.4 8.8 @10". Sifty SAND (SM), trace clay, minor rootlets, brown, loose, CIA OS 7 moist, fine grained santl. 8 S21 4 5 @12.5". Silty SAND ISM), with gravel, marlin in den se moist, 5 fine grained santl, fine to coarse grained gravel. 135 19 15 R-3 12 114 1.9 SW @15". Pootly-graded silly SAND fSP-SM), with gravel, grayish IDS 19 brown, medium dense, moist, fine to coarse grained santl, 17 fine to coarse grained gravel. S22 3 SP @1Z.5". Pootly-g ratletl SAND (SP), wit gravel, grayish brown, 4 marlin in tlense, moist, fine to metlium grained santl, fine to 130 ] coarse grained gravel. 20 R4 6 108 2 @201(minorrecovery) IDS 16 1] S23 3 3.4 @22.5". tlense, fine to medium grained gravel. 125 20 25 R-5 25 110 1 @25". No recovery—> Soil cuttings in lop 3" of sampler IDS 56 sug@@esletl SAND (SP), with gravel and sift, gray, verydense moist, fine grained santl, fine to coarse grained gravel. S24 22 1.4 @27.5". SAND (SP), with gravel, gray, very tlense, moist, fine to 28 medium grained santl, fine to coarse grained gravel. 120 SAPMPLE }p TYPES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DB DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN BE EQUIVALENT G GRABBAMPLE CN CONSOLIDATION CONSO DATIOITs H WDROMONINDIX HYDROMETER SPND ECIFIC SG 4 R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-1 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 149' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsl/rface conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewiththri Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 30.,W.R-6 33 109 3 GW @30". Gravel (GW), with santl, gew medium tlense, moist, fine OS •�• 16 to coarse grained santl, fine to coarse grained gravel, 6 fracluretl cobbles observed Disturbed rings S25 2 SO @32.5". Clayey SAND (SC), wish sift, brown, loose, moist, fine 3 grained santl. 115 3 35 R-] 3 SM @35". Clayey SAND (SC), wish sift, brown, very tlense, moist, 18 fine grained sand Disturbed rings was placed in a bag 50/2.5' @35.6". Silty SAND ISM), minor gravel, brown, very tlense, moist, fine grained santl, fine grained gravel. S26 14 26 GW @37.5" Gravel (GW), with santl, grayish brown, very tlense, dry, fine to coarse grained santl, fine to coarse grained gravel. •�• 110 W .► • 40 , W R-8 27 3.3 . b 50/6, �• S S27 17 @42.5". moist, frucluretl cobbles in the sample. ' 3] 105 b 45 R-9 28 @45". moist, fine to medium grained santl. 15, �b S8 •• S 2] 100 '. . 50 .• S R-10 �. 32 56 Total Depth : 51.5 X bgs, No groundwater enccuntered during drilling, Boring was backtilled with soil cuttings and surface was as ched with cdrlmix asphalt upon completion of drilling on 95 August 20, 2018. 55 90 SAMPLETYPES: TYPE OF TESTS: 40, B BULK SAIdPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS ISHEARON IN BE EQUIVALENT AL ns El C CORE SAMPLE AL ATTERCONSO WDROMONINDIX SPND ECIFIC DATIORG G GRABBAMPLE CN COU-APSE TION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO CORROSIO MD UC UNCONFINED COMPRESSIVE STRENGTH POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-2 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 15Z Location 2800 N. Main Street Santa Ana CA Sampled By NA SOIL DESCRIPTION o sY a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Suburise Conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj arrdmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U 0— actual conditions encountered. Transitions between soil types maybe T g acual. 0 @0". 4-inches of asphalt concrete over 5-inches of base. Artificial IF IL undocumentetl lA1W Hand angered to 5has. 150 7 @0 75 5". Clayey SAND (SC), with sill, dark brown, moist, fine grained santl, construction debris and trash. 5 S-1 ] SO @5". Clayey SAND (SC), with sill, brown, medium tlense, moist, 8 fine grained santl, some construction tlebris. 8 145 --- --- S-2 -- 2 -- -- 21.1 -- ---------------------------- uatema a) oun Alluvial Fan Oe osits 1 @T.5". Clayey SAND SC), with sill, brown, very Dose, moist, 2 fine grained santl. 10 S-3 2 @ 10". very loose to loose. 2 2 140 S, 2 153 SM @12.5". Siry SAND (SM), with clay, brown, loose, moist, fine 2 grained santl, medium plasticity. 3 15 S-5 3 CL @15". Sandy CLay (CL with sill, brown, metlium stiff, moist, -200 3 fine grained sand. (7%passing #200) 3 135 S-6 5 3 SP @17.5". Poody gelded SAND (SP), some gravel, light 12 grayish brawn medium tlense, dry, fine grained santl, fine to 15 medium grained gravel. 20 S-] 8 SW @20". SAND (SW), wish gravel, gray, medium tlense, damp, fine 8 to coarse grained santl, fine to medium grained gravel. 10 130 S-8 4 3.2 @22.5". with sill and gravel, light brown, loose, moist, fine to 4 coarse grained santl, fine to medium grained gravel. 5 25 S-9 3 2 4 ML @26". Sandy SILT (MIL), brown, medium stiff, moist, fine grained 125 santl. S10 3 SM @27.5" Sir SAND SAND ISM), brown, loose, moist, fine grained -200 3 sand . him passing #200) 5 SAPMPLE }p TYPES: TYPE OF TESTS: 40, B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL ATTERCONSO ITS El ISHEARON IN SE SPNG VALENT G SAMPLE CN CONSOLIDATION DATIORG H WDROMONINDIX HYDROMETER SG ECIFIC RI 4 R RING RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-2 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 15Z Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurface conditions may differ at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. ThedescriptionisasimpOficationofthe o. y R p U 0— actual conditions encountered. Transitions between soil types maybe T g acual. 30 • •' S11 5 14 GVVGV @30". GRAVEL (GWGM), with santl anti sift, gray, medium dense, moist fine to medium grained santl, finelocoarse 14 ggrainetl gravel . 120 tlrilling wish difficulty and loud noises. S12 4 SM @32.5". Silty SAND ISM), minor gravel, brown, loose, moist, fine -200 5 grained santl, fine grained gravel. (35.8%passing #200) 6 drilling wish difficulty and loud noises. 35 S13 4 9.3 @35". some coarse grained gravel, tractmetl cobbles (angular 4 pieces) in top 2 inches of sampler. 4 115 S14 3 SG @37.5". Clayey SAND (SC), dark brown, loose, moist, fine 4 grained santl. 40 S15 5 OL @40". Sandy Clay (CH brown, stiff, moist, fine grained santl. -200 6 (T5.8%passing #200) 8 110 S16 4 @42.5". with sill, stiff. 5 6 45 S17 3 @45". Sandy CLAY (CH with sill, brown, stiff, moist, fine 5 grained santl. 5 105 S18 3 5 50 S19 2 SG @50". Clayey SAND (SC), reddish brown, loose, moist, fine 2 grained santl. 4 100 Total Depth: 51.5 X bgs No groundwater enccuntered during drilling, Boring was backfilled with soil cuttings and surface was as ched with cdrlmix asphalt upon completion of drilling on August 20, 2018. 55 95 SAfiPLETVPEB: TYPE OF TESTS: 40, B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS ISHEARON IN BE AL ns El C CORE SAMPLE AL ATTERCONSO WDROMONINDIX SPND ECIFIC GRLENT DATIORG G GRABBAMPLE CN COU-APSE TION H HYDROMETER SG AVITY UNCONFINED CITY R RING SAMPLE CO COLLAPSE MD DENSITY UC UNCONFINED COMPRESSIVE STRENGTH POCKET B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-3 (Infiltration Test Well) Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W ZY 4a aLL O a 4a aJ f7 a C - Q Z a ao� m y as 3 M IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsrfism Conditions may differ at other locations andmaychangewithtime. ThedescriptionisasimpOficationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T 0 0". 3-inches of asphalt concrete over 6-inches of base. Artificial !F lL urdocumented bktul: Hand angered to 5bgs. @0 75 5". Silly SAND ISM) mixed with Sandy CLAY (CH light brown to brown, fine grained sand construction deans and trash. 5 Boring was not sampled due to pilot boring LB , 10ft north of the bonng. io 15 2U Total Depth : 20 ft bgs, No groundwater encountered during tlnlling� Boning was converted into Infiltration Test Well. After the test, well was removed adn boring was bacinfilled with soil cuttings. Surface was patched with coldarix asphalt upon Completion of drilling on October 30, 2018. 25 SMIPLE TYPES: TYPE OF TESTS: B BULK SAMPLE %FINESPABBIRG DB DIRECT SA SIEVE SHEARION C CORE SAMPLE AL AL ATTERCONSO MI El IN BE EQUIVALENT G GRAB SAMPLE CN CONBAPSE DATIOIIs ION H HYDROMETER HYDROMETER SPND ECIFIC GRAVITY BG SG R RING SAMPLE CO CORROSIO MD MA)tMUM UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 1 GEOTECHNICAL BORING LOG LB-3 (Pilot Hole) Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL WO sY 4a aLL a 4a aJ f7 a a C - Q d Z a ao� m y a as 3 m1p IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsurface conditions may differ at other locations andmaychangewithtme. ThedescriptionisasimpOficationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T 0 @0". 3-inches of asphalt concrete over 6-inches of base. AHifioal FiIL untlopumented (Atu1: @07 6 Silt S5'bgs. Silly SANG (lig Mmin to lb Santly CLAY (CL), some @ fine santl, fine lighlt brown to brown, fine B11k-1 SM grained gravel, grainetl gr. construction debris and trash. MO 5 10_S-1 2 139 CL-SM minimum resistivity =1750(ohm -cm) - CR 2 SM SO4=88 m, CI-31 .---_gip L---Lphrul pH=78_____----J .' 3 Alluvium Fan Deposit (Daft: @10.5". Silty SAND (SM), trace clay, brown, loose, moist, fine grained santl. 15 S-2 3 CL @15". Sandy CLAY (CH brown, stiff, moist, fine grained santl. 5 20 S-3 3 @20". Medium stiff (%Gravel = 10, %Sand 35, %Fines = 55) SA 3 3 25 S, 4 @25". Sandy CLAY (CH with gravel, brown, very stiff, moist, 7 fine to coarse grained santl, fine to medium grained gravel. zb SAMPLE TYPES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN BE EQUIVALENT G CN CONBODDATION CONSO DATIOITs H WDROMONINDIX HYDROMETER SPND ECIFIC SG R RGRAB INGSA SAMPLE RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE BTRENGTI B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNEDTRIA)tAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-3 (Pilot Hole) Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C - Q d Z a ao� m y a qs 3 M R N a u OQ Z p - rn a aoa U Ny VU 00l 'aj y" SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsrgice conditions may differ at other locations andmaychangewithtime. ThedescriptionisasimpOficationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T 30 S-5 3 OL @30". CLAV (GH with sill & santl, brown, medium stiff, moist, 3 fine grained santl. 3 Total Depth : 31.5 X bgs, No groundwater encountered during drilling, Boring was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 29, 2018. 35 40 45 50 55 SAMPLETYPES: TYPE OF TESTS: B BULK SAMPLE -tee %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL ATTERCONSO IIs El ISHEARON IN BE G GRABBAMUE CN CONBODDATION DATIORG H WDROMONINDIX HYDROMETER SPND ECIFIC GRAVITY SG R RING SAMPLE CO COI -LAPSE MD UNCONFINED CITY DENSITY UC UNCONFINED COMPRESSIVE BTRENGTI B SPLIT SPOON SAMPLE CR CORROSION RROSIO PP POCKET POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-4 Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C - Q d z a ao� m y a as 3 m1p IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Suburgice conditions may clear at other locations andmaychangewiththhi Thedescriptionisasimplificationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T D @0". 5-inches of asphalt concrete over T-inches of base. Artificial Fill. undocumented (Atul: Hand augeretl to 5has. @15". Silty SAND ISM), with Clay, with holders (4 to 10 brown, moist, fine grained santl, construction debris. 5 '. .' . S-1 10.5 SM 31 4 % passing #200_1 -200 12 12 Alluvium Fan Deposit (Caff 14 y SAND @fine 5". Silly SAND (SM), tleik gray, metlium tlense, moist, fine to medium grained santl. S-2 ] @7.5-8". trace Gravel and santl, black, fine grained santl, fine 16 grained gmvel. 8 @8-9". trace Clay, brown, medium tlense, moist, fine grained santl. 10 S-3 2 MIL @10". Sandy SILT (ML), brown, soft, moist, fine grained santl. 1 2 S4 2 @12.5". metliumslifi. 3 3 is S-5 2 10 (52.8%passing #200) -200 3 S-6 3 @17.5". Stiff. 4 6 zD S-] 4 4 @20.521 5". Sandy SILT (ML), brown, medium stiff to stiff, 4 moist, fine grained sandd. -8 3 4 @23 24". SILT (ML), with Santl, brown, stiff, moist, finegrained 5 santl. 25 S-9 5 10.8 @25". stiff. (55.9%passing #200) -200 6 5 Sib 3 @27.5". trace Clay, with Santl, fine grained santl. 4 6 SAPMPLE }p TYPES: TYPE OF TESTS: B BULK SAMPLE %FINESPABBIRG DB DIRECT SA SIEVE SPEARION C CORE SAMPLE AL AL ATTERCONSO MI El IN BE EQUIVALENT G GRABBAMPLE CN COU-APSE DATIOITs TION H HYDROMETER HYGROMETER SPND ECIFIC GRAVITY BG SG R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-4 Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z qs N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ - ao� OQ 00l time of sampling. Subsurfism Conditions may differ at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 30 S11 4 3 OL @30.531.5". CLAY (CH minor Silt, brown, medium stiff, moist. 3 some fines. R-1 4 35 • •�' R-2 15 26 GVV @35". Sanity GRAVEL (GW), with Clay, brown, medium tlense, moist, fine grained santl, fine to coarse amined gravels, 20 fmclured cobble observed •� S •�� ' S12 10 @37.5". gmyishbrown, medium dense to tlense, fine to coarse 16 grained santl, fine to coarse grained gravels. •� S 14 ' 40 •� S S13 1 19 @40". tlense. 1] 24 I ' •48 S @42.5". very tlense. '. S14 23 28 45 •� S15 12 @45". tlense. 14 20 •'' I ' •� S Sib '. ' 13 � ► 23 50 ' Si] 13 ► 22 25 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boring was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 29, 2018. 55 SAMPLETYPEB: TYPE OF TESTS: 40, B BULK SPfaPLE -tee %FINES PASSING DS DIRECT BA SIEVE ANALYSIS ISHEARON IN BE VALENF C CORE SAMPLE AL El WDROMONINDIX SPND ECIFIC CONSO DATIOIIs G GRABBAMPLE CN CONBODDATION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO COI -LAPSE MD UC UNCONFINED COMPRESSIVE STRENGTH RROSIO POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-5 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o a a a Z as N - Ny a a a sY 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ - ao� OQ 00l time of sampling. Suburfism Conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y p U 0— actual conditions encountered. Transitions between soil types maybe T IL g acual. D 0". T-inches of asphalt AC concrete over subgrade @0 58 5.5". Silly Clayey SANG SlCM), with bold am (4 to 10 brown, moist some conslm iSon debris observetl. (EI = 24) Bulk-1 11.2 SCSM EI, MD, MO 5 S-1 4_ 129 minimum resistivity = 931 (ohmcm)CR 4 CL SO4=145 m,C1=60(ppm),pH=Z.4 4 --_�PPJ -- Alluvium Fan Deposit (OaFl: @5.5 6 5". Clay (CL), with santl, brown, soft to medium efiff, moist, fine grained santl. 10 R-1 11 113.6 14.9 OL @10". Sandy CLAY (CH with silt, brown, stiff, moist fine CIA 6 grained santl. 8 15 S-2 3 14.8 @15". metliumsliff. 5 20 S-3 13 @20". hard 19 25 GW @21.3 21.51 Sandy GRAVEL (GW), gghw metlim tlense, moist •�' fineto medium grained santl, fine to coarse grained gravel, \ fmcluretl cobbles observetl. •� S 25 S, 11 2.6 SP @25". SAND (SP), with gravel, gray, very tlense, moist fine to 56 medium grained santl, medium grained gravel. Drilling wish difficulty and loud noises. Bulk-2 SAMPLETW }}pp ES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN SE SPND EQUIVALENT G GRAB SAMPLE CN CONSOLIDATION CONSO DATIOITS H WDROMONINDIX HYDROMETER SG ECIFIC R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-5 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C - Q d Z a ao� m y a as 3 m1p R N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsl/rface conditions may differ at other locations andmaychangewiththri Thedescriptionisasimpllficationofthe actual conditions encountered. Transitions between soil types maybe gradual. a ~ O o. T 30 S-5 28 @30". hacWretl cobbles obserevetl. 50/5" tlrilling with difficulty and loud noise) 35 S-6 11 SW @35". Gravelly SAND (SW), gray, medium tlense, moist, fine to 10 coarse grained sandd, fine to medium grained gravel. 15 40 S-] x @40". very tlense, with fractured cobbles. 0/6" ° 45 S-8 13 @45". SAND (SW-GW), wit gravel, gray, tlense, moist, fiddle j 26 coarse grained sand fine to coarse grained gravel. ° 19 50 t ' j S-9 35 M @50". very tlense, with fractured cobbles. 0/4 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boringg was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 30, 2018. 55 SAPMPLE TYPES: TYPE OF TESTS: B BULK SAMPLE SA SIEVE %FINESPABBIMI DB DIRECTSHEAFION El BE VALENF AL IN EQUIVALENT C CORE SAMPLE AL WDROMONINDIX SPND ECIFIC CONSO DATIOIIs G SAMPLE CN COU-APSE TION H HYDROMETER SG UNCONFINED CITY RING UC UNCONFINED COMPRESSIVE STRENGTH R RING SAMPLE CO COLLAPSE MD POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-6 Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o a a a Z as N - Ny a a a sY 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ - ao� OQ 00l time of sampling. SeA,urace conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. D @0". 3�nches of asphalt (AD) concrete over T-inches of A re ale Base. Artificial Fill. undocumented CUul: Hand angered to 5bgs @0.83-5. Silly SAND ISM), light brown, moist, fine grained santl. Bulk-1 9.8 SM (El =2T) MD 5 S-1 2 2 SM Alluvium Fan SANDDeposit M) trace @ 6 5oose Silly SAND trace gravel, rained very loose to lloose, moist, fine grained santl, fine grained grovel. grain 10 S-2 3 @10". loose, moisltotlry. SA 5 (%Grave1=16,%Santl=43,%Fines=41) 4 15 S-3 8 8 SP @15.516.5". SAND (SP), trace gravel, gray, mediumdense 7 dry fine grained santl, medium grained gravel. Total Depth : 16.5 fi bgs, No groundwater encounteed during drilling, Boring was converted into infiltration test well on October 29, 29ia. Boring was bacinfilled with soil cuttings and surface was patched with cdrlmix asphalt upon completion of infiltration 20 test on October 30, 2018. 25 SAMPLETYPES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN SE SPND EQUIVALENT G GRAB SAMPLE CN CONSOLIDATION CONSO DATIOI35 H WDROMONINDIX HYDROMETER SG ECIFIC R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 1 GEOTECHNICAL BORING LOG LB-7 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Suburise Conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y p U 0— actual conditions encountered. Trans)&vs between soil types maybe p, IL g acual. 0 @0". 25inches of asphalt (AC) concrete over &inches of A ro ale Base. Artificial Fill. undocumented OVul: Hand augerotl to 5ags. @0. 75". Santly SILT (MIL) , brown, moist, fine grained santl. MIL 5 — — — — — — R-1 -- 2 -- 111.8 -- 11.8 -- ---------------------------_ Alluvium Fan Deposit (Dan: CIA 3 @5". Santly SILT (MIL) , brown, metlium stiff, moist, finegrained 4 santl. S-1 2 158 SM @7.5". Silly SAND (SM), brown, very loose to loose, moist, fine 2 grained santl. 2 10 R-2 4 120.6 125 @10".loose. CIA 6 S-2 9 2.8 MIL @12.51 SILT(MIT) , minorsand brown, had, wet, finegmined 22 santl. 20 SW (pu mired water) (drilling with difficulties and loud noises) 15 S 3 17 @13514". SAND (SWI, wish gravel, grayish brown, dry, fine to coarse grained sandd, fine grained gravel, fractmed cobble 25 obs... d 50 @15". Sandy GRAVEUGmvelly SAND (SW Slit) gray, very tlense, damp, fine to coarse grained santl, fine to coarse S-0 15 5 4.4 grained gravel. @1Z.5". loose to medium dense .(3"recovered) 5 20 S-5 3 MIL @20". SILT (ML), minorsand brown, soft to medium stiff, moist, 2 fine grained santl. 2 R-3 4 @22.5". Clayey SILT (MIL), brown, medium stiff, wet. 6 25 S-6 3 11.9 OL @25". Silty CLAY (CL), brown, medium stiff, wet. 4 3 R4 9 19 25 SO @28.8". Clay%yy SAND (SC), wish gravel, brown, medium tlense, moist, fine io coarse grained santl, medium grained gravel. SAMPLETYPEB: }}pp TYP00 B BULK SAMPLE %FINES DS DIRECTE)[PAN SA SIEVE SHEARION C CORE SAMPLE AL ATINEBPABBIMI AL El BE EQUIVSls VALENF IN ALENT G GRAB SAMPLE CONSO CN COU-APSE DATIOITs TION H WDROMONINDIX HYDROMETER SPND ECIFIC SG R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNEDTRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-7 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurface conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 3U • •'' S-] 18 20 GW @30". Sandy GRAVEUGmvelly SAND (SW-GW), gra ish brown, tlense, moist, fine to coarse graanetl santl, fore re lu 12 coarse grained gravel. •�• S-8 10 @32.5". trace sill. lu 0 •� 0 '• 35 •� S-0 11 @35". GRAVEI (GW), wit santl, gray, tlense, fine to coarse i9 graded sand fine to coarse grained gravel, fmcluretl •�• 25 cobbles observed .•� 'S. S10 1] 22 lu 23 •� � 40 S11 8 SM @40". Silty SAND ISM), brown, medium tlense, moist, fine 0 grained santl. 0 MIL @41 Sandy SILT (MIL), brown, very stiff, moist, fine grained santl. R-5 6 GL @42.5". GLAV (GH trace sill, brown, very stiff, moist. 2 45 S12 4 MIL @4 SILT (ML), trace clay, brown, minorsand stiff, fine 5 r gainetl sandd 8 S13 5 GL @47.5". GLAV (GH trace sill, minor santl, retlish brown, stiff, 5 moist, fine grained santl. 50 514 11 10 @50". red hand tlamptotlry. 5 20 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boringg was bacinfilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 30, 2018. 55 SAPMPLE TYPES: TYPE OF TESTS: B BULK SAMPLE BA SIEVE DB DIRECTE)[PAN SHEARION EQUIVSIS C CORE SAIkI340PLE AL El BE ALENT AL ATINEBPABBIRG MI IN WDROMONINDIX SPNG ECIFIC GRAVITY CONSO DATIOIIs G GRABBAMPLE CN COU_APSE TION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO CORROSIO MD UC UNCONFINED COMPREBBIVE STRENGTH POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-8 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C — Q d Z a ao� m y a as 3 m1p IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Suburface conditions may clear at other locations andmaychangewithtime. Thedescriptionisasimplificationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T D @0". 4.Sinches of asphalt (AC) concrete over &inches of A re ale Base. Artificial Fill. undocumented OVul: Hand angered to 5bgs @0.87-5. Silly SAND ISM), trace clay, dark brown, moist, fine grained santl. SM 5 — - - — — — — — — S-1 -- 2 -- -- 13 -- SM — — — — — — — — — — — — — — — — — — — — — — — — — — — - Alluvium Fan Deoosit (OaFl: 1 @5". Silly SAND (SM), dark brown, very loose, moist, fine 2 grainetl santl. 10 R-1 4 122 SO @10". Clayey SAND (SC), wish sift, brown, loose, moist, fine IDS 5 grained santl. 5 15 S-2 4 SP @15". SAND (SP), with gravel, gray, medium tlense, moist, fine 8 grained santl, fine to coarse grained gravel. 10 20 • R-2 k1 20 2.8 GVV @20". Sandy GRAVEL(GW), gray, medium tlense, moist, fine •�• 13 to coarse grained santl, fine to coarse grained gravel, \ 11 fmcturetl cobbles observed •� S •� S 25 S-3 3 OL @25". CLAY (CH trace sill and gravel, brown, soff to metlium 1 stiff, wet, coarse grained gravel. 3 SAMPLETYPES: TYPE OF TESTS: B BULK SAMPLE DS DIRECTE)[PAN SA SIEVE SHEARION C CORE SAMPLE AL ATINESPASSIMI AL El EQUIVSIS ALENT IN SE SPND VALENF G GRAB SAMPLE CN CONSOLIDATION CONSO DATIOITS H WDROMONINDIX HYDROMETER SG ECIFIC R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-8 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurfism Conditions may differ at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. ThedescriptionisasimpOficationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 3U R-3 5 5 20 33 GW-GO @31". Clayey GRAVEL SGVV), brown, tlense, moist, fine to •� coarse grained gravel. 35 •� •'' • S4 15 GW moist ,obbles coarse @3r Sandy GRAVEL fine toGW),gray ,el fractured grained sand fine b coarse gravel, fracturetl cobbles 18 is , observed •� S with Grilling with difficulty and loud noise. •� S '. 40 S-5 27 @40". very tlense. •� S •� S 45 • �• S-6 22 •� S 5) •� S •• 50 S-] 3 OL @50". CLAY (GH trace sill, minor santl, reddish brown, stiff, 5 wet, fine grained santl. 6 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boringg was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 30, 2018. 55 S)lAIPLETYPES: TYPE OF TESTS: 40, DS DIRECT SA SIEVE ANALYBIB B BULK SPfaPLE -2e0 %FINES PABBINRG ISHEARON IN I El BE C CORE SAMPLE AL ATTERCONSO WDROMONINDIX SPND ECIFIC GRAVITY DATIOIIs G GRABBAMPLE CN COULNPSE TION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO CORROSIO MD DENSITY UC UNCONFINED COMPRESSIVE BTRENGTI POCKET B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS SECONDARY DIVISIONS -� GRAVELS CLEAN 'O GW Well graded gravels, gravel -sand mixtures, little or no to MHOARLEFTHHAN GRAVELS fines. 'gr; ; ; GP Poorly graded gravels or gravel -sand mixtures, little or CC 0 OF (LESS THAN 0 < cv COARSE b% FINES) A• no fines. GM Silty gravels, gravet-sand-silt mixtures, non -plastic 20 FRACTION IS C3 a. Z W GRAVEL fines. W O Z N « LARGER THAN NO. 4 SIEVE WITH FINES 0�9. GO Clayey gravels, gravel -sand -clay mixtures, plastic LL fines. 0 y ¢ w SANDS SSANDS SW Well graded sands, gravelly sands, tittle or no fines. t17 a W N coHALF MORE THAN (LESS THAN OF b% FINES) ° ° SP gravelly Poorly graded sands or ravels sands, little or no fines. CCCC j--< 1 COARSE . O ¢ Co FRACTION IS SANDS SM Silty sands, sand -silt mixtures, non -plastic fines. UO SMALLER THAN WITH FINES 2 NO. 4 SIEVE SC Clayey sands, sand -clay mixtures, plastic tines.. J u. m N ML inorganic silts and veryfins sands, rock (four, siltyy or � O a rn SILTS AND CLAYS clayey fine sands or clayey slits with slight plasticity. N y LiOUFD LIMIT t5 GL Irsorgantc clays of low to medium plasticity, gravelly p < 2 w 2 to rn LESS THAN b0% clays. sandy clays, lean clays. W OL Organic silts and organic silty clays of low plasticity. Z 2 0 O a q = MH Inorganic silts, micaceous or diatemaceous fine sandy it h 4 C+ SILTS AND CLAYS or Bitty sails, elastic silts. 0wF2 M W Z LIOUID LIMIT IS CH Inorganic clays of high plasticity, fat clays. g a ¢ GREATER THAN 50% iz M H �� / OH Oiigsanic clays of medium to high plasticity, organic HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. GRAIN SIZES SILTS AND CLAYS SAND GRAVEL C068LES BOI;LDERS FINEI MEDIUM O CARSE FINE I COARSE 200 40 10 4 3/4' 3' 12" U.S. STANDARD SERIES SIEVE CLEAR SOUARE SIEVE OPENINGS RELATIVE DENSITY SANDS, GRAVELS AND NON -PLASTIC SILTS BLOWS/FOOT* VERY LOOSE 0-4 LOOSE, 4 - 10 MEDIUM DENSE 10 - 30 DENSE 30 - 50 VERY DENSE OVER 50 CONSISTENCY CLAYS AND PLASTIC SILTS STRENGTH** BLOWS/FOOT* VERY SOFT 0- 1/4 0 - 2 SOFT 1/4 - 1/2 2-4 FIRM 1/2 - 1 4 - 8 STIFF 1 - 2 8 - 18 VERY STIFF 2- 4 18 - 32 HARD OVER 4 OVER 32 *NUMBER OF BLOWS OF 140 POUND HAMMER FALLING 30-INCHES TO DRIVE A 2-INCH O.D. (1-3/8-INCH LD.) SPLIT SPOON (ASTM D-1586). **UNCONFINED COMPRESSIVE STRENGTH IN TONS/SO. FT. AS DETERMINED BY LABORATORY TESTING OR APPROXIMATED BY THE STANDARD PENETRATION TEST (ASTM D-1588), POCKET PENETROMETER, TORVANE, OR VISUAL OBSERVATION KEY TO LOGS INC. DATE OBSERVED: -12- 5 METHOD OF DRILLING: 18'' Bucket Auger 160o to 25': 800 to 50' 149'+ LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan w a a ® mW a _ ccR ®a BORING NO. 1 U.Q J nno_} a �i � SOIL TEST a = Nw O Z af. -j N a toO M ova/) J 20 n'Z 2p DESCRIPTION 0 U 7 m V AC pavement and base SM FILL: Light brown silty SAND, moist, loose, ML medium grained 5 ALLUVIUM: P 16.8 95 Medium brown sandy SILT, moist, loose, DIRECT SHEAR slightly porous (SINGLE POINT) 10 Becomes increasingly sandy 1 0.9 115 SM Medium brown silty SAND, moist, dense, 15 medium grained 15 DIRECT SHEAR @16.5' Caving (SINGLE POINT) SW Becomes gravelly with few cobbles @16.5' Sand with gravel and cobbles 20 ML Becomes sandy SILT, moist, loose to 2 15.8 105 medium dense DIRECT SHEAR (SINGLE P0INT) Becomes very moist, less sandy 26 1 18.2 107 Trace gravel, slightly sandy @27' Becomes wet 30 Becomes reddish brown, increasingly 8 11.6 119 sandy with gravel, trace cobbles, mois GM Becomes GRAVEL with silty sand matrix, moist, medium dense to dense, fine to medium gravel, well graded, abundant cobbles 36 @35' Becomes clayey sand matrix 40 JOB No.: 2702-00 LOG OF BORING FIGURE: B_2 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:_ 6-12-85 METHOD OF DRILLING:_ 18" Bucket Auger ._ 1600 to 25'• 800 to 501 LOGGED BY; MBC GROUND ELEVATION: 14 LOCATION: See Plot Plan a w o w° �? a0 mW a 1 ❑+ a a s as -BORING NO. S2 L: Mil a: < �y u+(CONTINUED) LL m 1-2 m muf <a SOIL TEST w -C 0 zzm = 2a ° DESCRIPTION a m m U ?o as SM 8 15.4 107 @41.5' Medium brown SILT with gravel, very moist to wet, trace of clay, medium dense, moderately porous 'i6 GM Gravel with silty coarse sand, trace of cobbles, well graded @46' Abundant large cobbles, becomes less silty 60 Light orange -brown silty CLAY with CL t4 i trace of gravel, moist, hard TOTAL DEPTH 51' No Groundwater Caving 9 16.5' 66 60 S6 TO T6 8D .IOB No.: 2702_00 LOG OF BORING FIGURE: IRVINE SOILS ENGINEERING,INC. DATE OBSERVED: 6-12-85 METHOD OF DRILLING: 24" Bucket Auger 148+ 1600 to 25': 800 to 0' LOGGED BY: MBC GROUND ELEVATION: LOCATION: LOCATION: See Plot Plan w z < °o mw jL _ C Mo Co.. BORING NO. 2 L6 U.J Da 2 a coyF zz wv SOIL TEST rn B., NQ <t a N O oN leOz r Mo -'y aZ DESCRIPTION G J O 7 0 0-5" A/C 5"-1Base/select subgrade SM FILL: Gray brown silty SAND, damp, loose SM ALLUVIUM: 5 CONSOLIDATION 5 12.7 104 Medium brown silty SAND, moist, medium MAXIMUM DENSITY/ dense, fine to mediLm grained OPTIMUM MOISTURE @6' Trace of gravel, becomes increas- DIRECT SHEAR ingly silty, very fine grained sand SIEVE EXPANSION 10 SULFATE X 1 11.4 98 Moderately porous R-VALUE @13' Becomes less silty, coarser sand 75 1.9 101 Light brown SAND, dry to damp, medium SW 4 dense, fine to medium grained @17' Becomes slightly silty 20 SM Silty SAND, slightly moist, medium 4 dense 25 5 Sand is generally fine to very fine grained 30 ML Light reddish -brown sandy SILT with 6 trace of gravel, slightly moist, dense @32' Becomes gravelly with a few cobbles, increasingly sandy SM Becomes increasingly gravelly GM GRAVEL with red -brown silty sand 35 - matrix, moist Abundant cobbles @38' Becomes clayey SAND with gravel lense only 40 JOB NO.: 2702-00 LOG OF BORING FIGURE: B-4 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-12-85 METHOD OF DRILLING:_ 24" Bucket Auger 148+ _ 1600 to 25': 800 to So' LOGGED BY; MBC GROUND ELEVATION: — LOCATION: See Plot Plan Z W W- w o O o cow -A a w cc Ir V on. BORING NO. 2 O Da a N J-i w�. (CONTINUED) y ; r-M y� <H SOIL TEST a to O orn J °0 aZ DESCRIPTION O U m M m U ZO 40 Trace of boulders 45 Becomes silty SAND with gravel, moist Shl to very moist 50 SW Becomes reddish brown SAND with gravel, moist, fine to coarse grained, very well graded, trace of cobbles TOTAL DEPTH 50' No Groundwater Caving from 39 to 45' 56 80 85 70 75 80 1—LU I I I JOB NO.: 2702-00 LOG OF BORING FIGURE: B-5 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: -12- 5 METHOD OF DRILLING: 2 " Bucket Auger 1600 to 25'; 800 to 50' MBC 144+ LOGGED BY: GROUND ELEVATION: LOCATION: See Plot Plan w ZO a 1- 0 a mW W aJ }(`y oa BORING NO. 3 LL. x LL CO Xa a N ff Fz m W W> C F. SOIL TEST w < OJ r-M iN Y j OZ i0 Jy aZ DESCRIPTION L] U m � Ca V ? 0 0 A/C and Base FILL: Brown silty SAND with gravel, moist ML ALLUVIUM: 8 Medium brown SILT, slightly sandy, CONSOLIDATION 1 14.9 106 moist, soft DIRECT SHEAR SIEVE MAXIMUM DENSITY/ OPTIMUM MOISTURE SM 10 8.4 115 Becomes silty SAND, moist, loose to 2 medium dense, slightly porous Gradually becomes less silty 15 2 SP 10.6 Becomes SAND, slightly moist, fine 103 to medium grained, medium dense ML Light brown sandy SILT, moist, firm 20 SM 4 12.1 110 Silty very fine SAND, moist, medium dense, trace of porosity 25 4 10.6 110 20-30' Alternates silty very fine sand and sandy silt 30 10.7 115 GW 8 Becomes red -brown, pebbles and trace of gravel, medium dense @32' Becomes silty SAND with abundant gravel and few cobbles @33' Abundant cobbles 36 @35' Becomes GRAVEL with silty to clayey sand matrix 40 JOB NO.: 2702-00 LOG OF BORING FIGURE: �_g IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:. 6-12-85 METHOD OF DRILLING: 24" Bucket Auoer R'h to 25'; 800 to 50' LOGGED BY: MBC GROUND ELEVATION: 144± LOCATION: See Plot Plan R 0 I- °o o mw w a .. �' >[2 oa 3 w < BORING NO. Da a �..i W} (CONTINUED) N 3 ya (a N� Cf- SOIL TEST LU a y O 00 Y -' py 2O Jq ag DESCRIPTION inU M j m U 20 40 SC Becomes clayey coarse SAND with abundant gravel and few cobbles, moist Sandy GRAVEL with trace of clay GW 46 TOTAL DEPTH 45' No Groundwater No Caving 60 66 80 86 70 76 80 JI_U I JOB NO.: 2702-00 LOG OF BORING FIGURE: B-7 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-13-85 METHOD OF DRILLING:_ 24" Bucket Auger 141+ 1600 to 25'; 800 to 50, LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan w z a 0 mw a Co.- BORING NO. 4 d o no. a y i,-z w} SOIL TEST yQ yF aF Uj a to y O z co n g 0 A Z DESCRIPTION Q U m 7 m U ?® 0 A/C and Base ML ALLUVIUM: Medium brown sandy SILT, moist, firm, roots present SM Becomes light to medium brown silty e 1 13.5 88 SAND, moist, loose, trace of porosity DIRECT SHEAR (SINGLE POINT) Interbedded layers of silty sand, 13.3 111 sandy silt and sand, locally very 10 moist 3 SW Light brown SAND, damp, fine to medium grained 16 13.3 103 ML 2 DIRECT SHEAR SM Interbedded silt and sand, moist (SINGLE POINT) SW @19' Becomes silty SAND with gravel 20 lense only 1 NR CL P 32.2 88 Light brown silty CLAY,' very moist to wet, soft to firm DIRECT SHEAR (SINGLE POINT) 25 SP Becomes SAND with gravel, slightly moist SM 12 Becomes red -brown silty SAND with gravel, moist, dense, becomes DIRECT SHEAR 30 increasingly gravelly (SINGLE POINT) GW Reddish brown sandy GRAVEL with trace of clay, moist, abundant cobbles, dense 36 Few cobbles 40 JOB No- 2702-00 LOG OF BORING FIGURE: B_8 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-13-85 METHOD OF DRILLING:.. 24" Bucket Auger 1600 to 251: 800 to 50' LOGGED BY: MBC GROUND ELEVATION: 14l± LOCATION: See Plot Plan Z !- 0 W w0 W J War ¢O a 4 W < O mW on. - BORING NO. U. V 1 Da a FZ W} (CONTINUED) " y x y2 NW <f SOIL TEST co 3 < r x Oz -+ 5 a 0)O ON a aZ i0 DESCRIPTION G U M m 0 ZW 40 ML @39.5' Becomes sandy SILT, very moist, 6 18.3 108 medium dense, slightly porous DIRECT SHEAR Becomes moist 45 12 13.8 119 Becomes increasingly red in color and increasingly sandy, slightly porous 50 18 12.1 120 @50' Becomes clayey, stiff TOTAL DEPTH 51' No Groundwater No Caving 56 80 86 70 75 80 JOB No.: 2702-00 LOG OF BORING FIGURE: B-9 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-13-85 METHOD OF DRILLING:- 24" Bucket Auqer 1600 to 251: 800 to So' + LOGGED BY: MBC GROUND ELEVATION: 151— LOCATION: See Plot Plan UJI z a 00 mw a ca BORING NO. b W U.� Ja a �z Lu 3 1-2 rnQ to N SOIL TEST a N to O orn 2O n.z DESCRIPTION O U m a m U ?Q 0 A/C and Base ML ALLUVIUM: Medium brown SILT, very moist, medium dense CONSOLIDATION Becomes interbedded silty SANDS MAXIMUM DENSITY/ 5 OPTIMUM MOISTURE 2 11. 111 Slightly to moderately porous SIEVE EXPANSION @9' Trace of pebbles 10 2 15. 112 SM Becomes medium brown silty SAND, very moist, medium dense, slightly porous 75 R 2 @15' Becomes gravelly, wet, extensive caving SW Light brown SAND with gravel, medium dense, very moist, trace of cobbles, 20 fine to coarse grained, well graded @21' Becomes slightly silty, increase in cobbles, refusal due to boulders and caving 26 TOTAL DEPTH 24' No Groundwater Extensive caving below 15' 30 36 d40]_U JOB NO- 2702-00 LOG OF BORING FIGURE: B_10 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-13-85 METHOD OF DRILLING:_ 24'' Bucket Auger 1600 to 251: 800 to 501 LOGGED BY: MBC GROUND ELEVATION: 1 50± LOCATION: See Plot Plan z o m a � ccw cc BORING NO. 6 iLi v 1 OC J �a g a F �z v w} H y 3 yQ N N� <� SOIL TEST a rn O Zrn Y 'r OZ 2O 1y az DESCRIPTION O U m m U ?p 0 Asphalt and Base SM FILL: Medium brown silty SAND with pebbles, moist e ML ALLUVIUM: 1 12.9 80 Brown sandy SILT, very fine grained sand, traces of pebbles, moist, loose 10 5 8.6 99 Slightly moist, lighter in color, medium dense Becomes damp t5 5 5.9 97 Very fine grained silty sand, slightly moist, dense 20 Traces of cobbles and gravel 4 6.7 107 Moderately porous, cobbles and gravel present 25 Becomes gravelly and cobbley, slightly damp Some caving, portions appear moist, darker in color 30 6 6.7 124 Thin bed of well sorted sand present TOTAL DEPTH 31' No Groundwater Caving @ 27' 36 40 JOB NO.: 2702-00 L LOG OF BORING FIGURE: ®_11 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-13-35 METHOD OF DRILLING: 24'' Bucket Auger 1600 to 2S'• goo to SO' LOGGED BY: SLN GROUND ELEVATION: 143± LOCATION: -See Plot Plan O W a o Mm (L �* oa BORING NO. 7 .. y U a LL , rn :)a I-M a rn �_Z CO W W> o f SOIL TEST N Y02 M 'Wam? Z DESCRIPTIONo O UN —® 0 Asphalt and Base ML ALLUVIUM: Medium brown SILT, moist, traces of pebbles, trace of roots e 2 12.8 115 Traces of gravel 10 3• 115 SM 3 Becomes silty SAND, slightly moist, medium dense with gravel and cobbles SW Light gray brown SAND, damp, with gravel and cobbles, well graded, 16 extensive caving below 12' Silty fine grained SAND, moist, medium SM dense, medium brown, cobbles and gravel present 3 7.5 112 20 ML Medium brown sandy SILT, moist, loose, 1 cobbles and gravel less common, 26 traces of pebbles and gravel, moder- ately porous Becomes wet, increasing gravel, 30 darker in color, more reddish Gravel and cobbles increasing, more Sc sand, clayey SANDwith gravel and cobbles, reddish brown color, very moist 36 Red brown SAND, very moist, well SW graded --rill Red brown clayey SILT, very moist, AO ML stiff JOB No.: 2702-0o LOG OF BORING FIGURE: 8-12 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:_ 6-13-85 METHOD OF DRILLING: 24" Bucket Auger 1600 to 25': 800 to 50' LOGGED BY: SLN GROUND ELEVATION:—! 4 —3± LOCATION: See Plot Plan p h 00 O W a .. y ii oa 7 W a mW ¢ BORING NO. Di < FZ wy (CONTINUED) N 3 NQ CO q� <1' SOIL TEST W 2 U W DESCRIPTION U m zN m z —G 40 6 2.4 120 Traces of pebbles, gravel 46 Becomes sandy SILT, reddish brown 6 14.8 118 color, moist Becomes less moist and very stiff 60 8 15.1 116 TOTAL DEPTH 51' No Groundwater Extensive caving @ 12-15' 66 80 86 70 76 80 JOB No.: 2702-00 LOG OF BORING FIGURE: B_13 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-13-85 METHOD OF DRILLING: 24" Bucket Auger 1600 to 25'• S00 to 50' LOGGED BY: SLN GROUND ELEVATION: 145+ LOCATION: See Plot Plan W z a 00 mUl ii _ a „ ca - BORING NO. 8 .LL+ O Ma Q FZ W} N 't NQ W wW aF _ SOIL TEST W J m ?N m 20 ZW DESCRIPTION U_Zp 0 As halt and Base ML ALLUVIUM: CONSOLIDATION Medium brown SILT, very moist, loose b 1/2 14 106 Traces of pebbles, moderately porous 10 5.3 114 Silty SAND, medium brown in color, SM 2 moist, pebbles present, medium dense 15 2 8.5 111 20 2 109 25 9 11.3 117 Trace of porosity, gradually becomes finer -grained 30 X 13.6 117 Medium reddish -brown sandy SILT, ML 7 slightly clayey, very moist, medium dense, trace of porosity, trace of pebbles 3b 40 JOB NO: 2702-00 LOG OF BORING FIGURE: B_14 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: -13- 5 METHOD OF DRILLING: 24' Bucket Auger 145+ 1 0o to 25, 80o to 50' LOGGED BY; SLN GROUND ELEVATION: LOCATION: See Plot Plan z w a °O mw o% UJW ®n. - BORING NO. 8 U. �a a �z w} (CONTINUED) m 3 Wa W yF <~ SOIL TEST w dc z 20 a= DESCRIPTION G V m 7 ® U zQ 40 5 20.3 103 Soft to firm, less sand, more clayey, very moist, medium dense Becomes clayey SILT, very moist to wet, trace of gravel, no porosity 45 Becomes very stiff, moist, lighter in color, light orange brown, less clay 50 10 14 112 ff TOTAL DEPTH 51' No Groundwater No Caving 65 80 86 70 75 80 JOBNo.• 2702-0o LOG OF BORING FIGURE: B_15 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-17-85 METHOD OF DRILLING: 24'' Bucket Auger 2200 to 23'; 1450 to 461: 700 + LOGGED BY: MBC GROUND ELEVATION: 1 52_ LOCATION: See Plot Plan w OLL a o mw IL oa BORING NO. 9 = O N M� i y yw Lu OF U. @ 3 FF-g N< SOIL TEST h a < O om X J OZ ?O -iN az DESCRIPTION C 0 m D p=p U ? W . A/C and Base ML ALLUVIUM: Medium brown sandy SILT, moist to very moist, loose, slightly clayey DIRECT SHEAR MAXIMUM DENSITY/ 5 OPTIMUM MOISTURE P 17.9 100 @5 Becomes clayey silt ATTERBERG LIMITS DIRECT SHEAR (SINGLE POINT) 10 @9' Becomes sandy, trace of clay, P 16.2 Ill slightly porous Alternates clayey silt and sandy silt, trace of gravel and cobbles @13' Becomes gravelly with cobbles, few boulders - 14" 15 @15' Becomes clayey silt, very moist SM Silty SAND, moist, medium dense, fine 1 15.3 704 to medium grained, slightly clayey, interbedded with sand DIRECT SHEAR 18-20' Caving (SINGLE POINT) 20 SM SP 1 7.3 111 25 ML P 14.8 113 Becomes clayey SILT, very moist to DIRECT SHEAR CL 1 wet, soft to firm (SINGLE POINT) 30 SC Becomes reddish -brown clayey SAND with gravel, very moist, medium dense to dense 36 SC Gradually becomes increasingly GC gravelly with abundant cobbles 140L_U IOB No.: 2702-00 LOG OF BORING FIGURE: B_16 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:. 6-17-85 METHOD OF DRILLING:_. 24'' Bucket Auger + 2200 to 23'; 1450 to 4 '� 700 LOGGED BY; MBC GROUND ELEVATION: 152— LOCATION: See Plot Plan 0 0 I- o 0 mw W a .a }e ®a 9 w e -BORING NO. LL U.=a a fz W�. (CONTINUED) 3 rnQ (0 y W <� SOIL TEST W rn < O oN = O= 20 Jy aZ DESCRIPTION 0 m : m () ? L . 40 4b ML Becomes light brown clayey SILT, very SM 4 19 102 moist, stiff, interbedded with DIRECT SHEAR silty sand, very fine grained (SINGLE POINT) 60 20 14 1119 TOTAL DEPTH 51' No Groundwater Caving e 18-22' 66 60 86 70 76 80 JOB NO.: 2702-00 LOG OF BORING FIGURE: 8-17 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-17-85 METHOD OF DRILLING:- 24" Bucket Auger 151+ 2200 to 23': 1450 to 461, 700 LOGGED BY: MBC GROUND ELEVATION: LOCATION: See Plot Plan :: W 0 O U.3 < F U. O m o mw acc s rjQ om W aw < N Id 3 m 1-~ NF ga U }LL 00 W aH ay 3W BORING NO. 10 DESCRIPTION SOIL TEST A/C and Base FILL: Medium gray brown SAND, moist ML ALLUVIUM: e CL 3P 17.2 101 Medium brown clayey SILT, very moist, soft 10 SM 1 10.1 110 Becomes light brown silty SAND, very moist, medium dense, fine to medium grained, trace of fine gravel 1e ML 3h1 4 11.3 110 @15.5' Gravel bed Continued interbedded silty sands and clayey silt and sandy silts 20 @17' Gravel and cobbles with 18" boulder 1 10.2 103 25 14.4 114 Becomes clayey SILT with sand, very moist to wet, soft ML P 30 @29' Becomes reddish brown @30' Becomes gravelly with cobbles 36 SC GC Reddish brown clayey SAND with gravel and cobbles, very moist GW 40 JOB No.: 2702-00 LOG OF BORING FIGURE: B®18 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-17-85 METHOD OF DRILLING: 24" Gii ket Au 2200 to 23 �; 5 D 151+ LOGGED BY; MBC GROUND ELEVATION: LOCATION: See Plot Plan Wa Z !- °O O mW W a .. � T ,LL ca BORING NO. 10 .LL, VU.My a H= W} (CONTINUED) COo CO r-M CO y� <� SOIL TEST a tLL 0 O y Gj Y . Oz 2O JN °'Z DESCRIPTION ® U W M W U =p 40 SM 9 9.6 112 @39.5' Becomes light brown silty SAND, moist, dense, very fine grained, trace of gravel, slightly porous 45 Becomes reddish brown clayey SILT, NL very moist, stiff 14 13.3 116 bo TOTAL DEPTH 50' No Groundwater No Caving 66 60 86 70 75— 80 L I I I I JOB NO.: 2702-00 LOG OF BORING FIGURE: B 119 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-17-85 METHOD OF DRILLING: 24" Bucket Auger 2200 to 23'; 1450-46'; 700 LOGGED BY: MBC GROUND ELEVATION: 147± LOCATION: See Plot Plan a w ¢ 0 mw a ca BORING NO. 11 LL r LL U.J y Ha y pZ w V} SOIL TEST = y� oy Y _y OZ <� Jy a y O J 20 �'Z DESCRIPTION O 0 .� m ® U ?� A/C and Base MIL ALLUVIUM: Light brown SILT, slightly moist, medium dense, roots present b 1 @5' Becomes moist, trace of sand, medium brown color, moderately porous, medium dense 10 SM Medium brown silty SAND, damp, 2 moderately porous, medium dense, trace of pebbles 16 3 @17' Slightly moist 20 5 @22' Trace of pebbles and gravel 2b 12 SM Becomes reddish brown silty SAND with 30 gravel, slightly moist, medium dense 36 ML 9 Becomes medium brown sandy SILT, slightly moist, non -porous, traces 40 of Pebbles present JOB NO.: 2702-00 LOG OF BORING FIGURE: g_20 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-17-85 METHOD OF DRILLING: 24'' Bucket Auger 2200 to 231; 1450 to 46'; 700 LOGGED BY: I1BC GROUND ELEVATION: t 47± LOCATION: See P lot P l an w Z a 1- °o O MW w a �~� cc -BORING NO. 11 LL a �a N �Z V� (CONTINUED) SOIL 3 N a O) W f Jy TEST IL rn COO oN Y OZ �O nZ DESCRIPTION G U m m U ZW 40 46 ML Becomes reddish brown in color, clayey SILT, moist, traces of pebbles 43 Very stiff to hard 60 TOTAL DEPTH 50' No Groundwater No Caving 66 80 Bb 70 76 80 JOB NO.: 2702-00 LOG OF BORING FIGURE: B_21 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-18-85 METHOD OF DRILLING: 24'' Bucket Auger 2200 to 231; 1450 to 46'; 700 + LOGGED BY: MBC GROUND ELEVATION:---! 49_ LOCATION: See Plot Plan m Z < o mw 0. A Co. . BORING NO. 12 v u. a r0n a �a w a~ I-Z � VY 301E TEST a 0 0 3 O yQ oW J y� �O ar aZLu m m V DESCRIPTION O 0 U ?� A/C and Base SM FILL: Brown silty SAND, moist, trace of gravel ML ALLUVIUM: 5 SULFATE P 12.7 105 Medium brown sand SILT moist soft y CORROSIVITY slightly clayey @9' Becomes increasingly sandy with 70 13+1 9.9 114 fine gravel SM Gradational change to light brown silty SAND, moist, medium dense 15 5.1 - Light gray brown SAND with gravel, SW 2 slightly moist, medium dense, fine ML to medium grained Medium brown SILT, moist, medium dense slightly sandy 20 SM P+1 11.9 99 Becomes increasingly sandy ML Very moist @24' Becomes slightly darker in color 26 and slightly clayey SULFATE 2 14.1 to6 30 ML @29' Becomes reddish brown with gravel, increasingly clayey Becomes reddish brown clayey SAND with gravel and cobbles, very moist, medium dense 36 GW @35' Becomes less clayey, moist, predominantly gravel CORROSIVITY ML Medium brown clayey SILT, moist 40 JOB No.: 2702-00 LOG OF BORING FIGURE: B-22 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-18-85 METHOD OF DRILLING: 24" Bucket Auger 2200 to 23'; 1450 to 6'; 0 TOOLOCATION: LOGGED BY: 1'1BC GROUND ELEVATION: 14g± See Plot Plan Z aV I- °ma��auo O w W T LL BORING NO. 12 .WLL, �a a CO fz w} (CONTINUED) x N 3 yQ ow `F. SOIL TEST a N O oN i0 aaZ DESCRIPTION O U m Z) m U ZW 40 7 X 3.2 106 Ca40.5' Gradational change to silty sand with sand lense, medium dense SM @42' Becomes clayey silt SW 46 @48' Becomes reddish brown, increas- 30 13.7 119 ingly clayey, very moist, moderately 60 porous C@49' Becomes moist, hard TOTAL DEPTH 50' No Groundwater No Caving 66 00 86 70 76 80 JOB NO.: 2702-00 LOG OF BORING FIGURE: B-23 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-t8-85 METHOD OF DRILLING: 24" Bucket Auger + 2200 to 23'; 1 50 to 700 147— LOGGED BY: MBC GROUND ELEVATION: LOCATION: See P 1 of P 1 an z ^� O F O W .. >LL Uj W oa BORING NO. 13 0 �m s oWc o .. I AIL a az W} LL y 1-7 y aF- 2 NW SOIL TEST I- Q Y z co O J N W a °zN 20 az DESCRIPTION O V m m U ?o 0 A/C and Base ML FILL: ML Gray brown silty SAND ALLUVIUM: Medium brown SILT, very moist, loose, 6 with trace of fine sand P SM Lighter brown silty SAND, moist, 10 medium dense, fine grained 2 @10' Becomes fine to coarse SM Interbedded sandy silt ML is— SW Becomes light brown SAND with gravel and cobbles, damp, caving prevalent ML Light brown interbedded sandy SILT SM and silty fine SAND, moist, medium 20 dense P+1 @24' Becomes clayey, very moist, firm 26 P+1 @29' Becomes reddish brown with gravel 30 @31' Becomes reddish brown silty SAND with gravel and cobbles, moist 36 GW @35' Becomes predominantly gravel SM 40 JOB No.: 2702-00 LOG OF BORING FIGURE: 8-24 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6`13-85 METHOD OF DRILLING: 24" Bucket Auger 2200 to 23': 1450 to 46': 700 LOGGED BY. .,_C1$G____GROUND ELEVATION: i 47+ LOCATION: See Plot Plan 4 w < o arw 0- c 00- BORING NO. 13 v 0 3aa.. K F w} 01 (CONTINUED) s ay rn 2 P5 ?a H 'w SOIL TEST F aO COOz < oN x .� 20 -�+m °'x DESCRIPTION C dill m 0 2W 40— 1,11- 9 x Light orange brown clayey SILT, moist, stiff, slightly porous 46 @47' Becomes light reddish brown, ML very stiff SM 41 @50' Dense silty sand 60 TOTAL DEPTH 50' No Groundwater Caving from 14-17' 66 60 e6 7a 76 ea JOB NO.: 2702-00 LOG OF BORING FIGURE: B-26 IRVINE SOILS ENGINEERING.INC. DATE OBSERVED: -1 - 5 METHOD OF DRILLING: 24" Bucket Auger 2200 to 23': 1450 to 461: 7oo LOGGED BY: MBC GROUND ELEVATION: 146+ LOCATION: See Plot Plan F w Z O < o mm a _ ca BORING NO. 14 v LL LL N 2J 2 =F yW v OF SOIL = t=-g N fN . TEST a. ai O DO X .� O Z 2O '� N aZ DESCRIPTION e 0 U m 7 m U ZW A/C and Base ML ALLUVIUM: Medium gray brown SILT, slightly moist, medium dense, abundant roots b 2 Becomes medium brown 10 Becomes silty SAND, damp, medium dense SM 3 SW Light brown slightly silty SAND, damp to dry, gravel and cobbles present 15 13-17' Extensive caving @17' Boulders present ML Becomes sandy SILT, slightly moist, SM interbedded with silty sand, medium 20 dense 4 @24' Becomes moist 26 10 Becomes slightly gravelly, slightly moist, dense @29' Becomes reddish brown with 30 gravel and cobbles SM 36 ML @36' Becomes orange brown clayey SILT, moist, stiff 40 JOB NO.: 2702-00 LOG OF BORING FIGURE: B_28 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:.. 6-18-85 METHOD OF DRILLING:_ 24'' Bucket Auger 2200 to 23': 1450 to 46': 200 LOGGED BY: IIBC GROUND ELEVATION: 146± LOCATION: See Plot Plan w Z 0 a r o c mw w as ., X a 1Z CC -BORING NO. 14 LL U. M0- -C pZ V�. (CONTINUED) LL fD a y W� r SOIL TEST a y tq 3 O no X OZ 2O Jy aZ DESCRIPTION O U m M m V ?W . 40 9 46 @46' Becomes reddish brown, very stiff so 35 DXI TOTAL DEPTH 50' No Groundwater Extensive caving from 13-14' 56 80 85 70 76 80 JOB NO.: 2702-00 LOG OF BORING FIGURE: B_27 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-18-85 METHOD OF DRILLING: 24" Bucket Auger 2200 to 23'; 1450 to 46'; 700 LOGGED BY: MBO GROUND ELEVATION: 146+ LOCATION: See Plot Plan a w :: a O 0 z o e y < °o ; O m mw Da NQ om a- a N Y J m ¢- aZ yF 0 2 20 U ca W> <� '�1 aZ 2LLI BORING NO. 15 DESCRIPTION SOIL TEST ML ALLUVIUM: Medium to dark brown SILT, moist, loose 5 P Becomes less clayey, slightly sandy 10 P Becomes very moist, clayey, trace of gravel Interbedded sandy zones 15 1 @16' Sand layer, 12" thick SM Becomes medium brown silty SAND, 20 moist, medium dense, trace of gravel 2 SM Interlayered sandy silts and silty ML 25 sands, predominantly silty sand ML Becomes very moist, clayey SILT, medium dense @28' Becomes slightly reddish in color 30 9 @30'. Becomes sandy, very fine grained Becomes moist 36 6 Becomes slightly clayey 40 JOB No.: 2702-00 LOG OF BORING FIGURE: B_28 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-18-85 METHOD OF DRILLING: 24" Bucket 8uger 2200 to 23'; 1450 to 461: 700 146+ LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan W z < o MW W a yr T C oa BORING NO. 15 a y h°' N aW _ O} (CONTINUED) p 3 Na yF <� SOIL TEST CO O oN Y '� Oz 2O az DESCRIPTION O U m m O 30 40 @40' Becomes very moist SM Medium brown silty SAND, moist, medium dense 46 Medium brown clayey SILT, very moist, ML firm @47' Becomes reddish brown, very stiff Becomes silty clay @ 50' cL 6 6o TOTAL DEPTH 50' No Groundwater No Caving 66 80 86 70 76 80 ] 1 1 1 1 1 1 JOB NO.: 2702-00 LOG OF BORING FIGURE: B-29 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-19-85 METHOD OF DRILLING: 24" Bucket Auger 2200 to 23'; 1450 to 461: 700 151± LOGGED BY: MBC GROUND ELEVATION: LOCATION: See Plot Plan Z a {- °o 0 mW W IL } LL on. BORING NO. 16 w ." as a Fz W} xti 3 yQ y NF al- SOIL TEST W rn O a� Y J OZ �O JN aZ DESCRIPTION G J O W m V 3W 0 A/C and Base S14 FILL: Gray -brown to gray SAND, moist, dense DIRECT SHEAR (SINGLE POINT) 6 4 @7' Becomes dark gray sandy SILT, moist, strong organic odor ML ALLUVIUM: 10 Dark brown sandy SILT, moist, loose, P-1 14.0 103 slightly clayey CONSOLIDATION @91 Becomes light to medium brown DIRECT SHEAR (SINGLE POINT) 76 SM t 14.9 112 ML Alternates with zones of silty fine sand 20 7.3 116 Light brown SAND, moist, medium dense SW 3 X @21' Some caving ML Medium brown clayey SILT, very moist, slightly sandy SW 26 SM 4 7.7 111 Interbedded sand, silty sand and DIRECT SHEAR X ML sandy silt, damp to moist, medium (SINGLE POINT) dense 30 ML P 16.8 l06 Brown clayey SILT, very moist, soft, DIRECT SHEAR slightly sandy (SINGLE POINT) @34.5' Reddish brown with gravel 36 SC Becomes red -brown clayey SAND with gravel and cobbles, moist SC 40 GW _,TI I JOB NO.: 2702-00 LOG OF BORING FIGURE: B_30 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-19-85 METHOD OF DRILLING:_ 24'' Bucket Auger 2200 to 23'; 1450 to 461; 700 151+ LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan w 2 O < F 0 O mw W a g ^ >-C ca BORING NO. 16 =a a MZ w" (CONTINUED) N N6 yw O� _ SOIL TEST h rn O o� Y 02 20 JN d= DESCRIPTION O V m : m V ? Wp . 40 Some zones are predominantly gravel GW 4b Becomes light brown 50 TOTAL DEPTH 50' No Groundwater Some caving @ 21' b5 60 85 70 76 80 JOB No.: 2702-00 LOG OF BORING FIGURE: 8_31 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-19-85 METHOD OF DRILLING: 24" Bucket Auger 2200 to 231: 1450 to 461- Too LOGGED BY: MBC GROUND ELEVATION: 152± LOCATION: See Plot Plan w a °o mw a Lu IL oaa.. - BORING NO. 17 U. , Ma 1-2 a z w> y 3 CO NW QI- SOIL TEST w a -i iN 2O CO aZ DESCRIPTION O U m : ro O ?0 0 A/C and Base SM FILL: ML Dark brown sandy SILT, moist, dense, gravel present 5— ML P-1 ALLUVIUM: Medium brown sandy SILT, moist, SM medium dense, trace of gravel Interbedded with silty sand ML @7' Becomes slightly clayey with no 10 sand P-1 Slightly sandy, slightly clayey @13' Becomes very moist, soft 16 Medium brown silty SAND, very moist, SM 1 X medium dense @19' Layer of clayey silt 20 Becomes gravelly SAND very moist,' SW GW caving below 21', becomes less moist with depth, increasingly gravelly with abundant cobbles 25 @26' Becomes slightly clayey p27' Slightly silty, no clay @29' Becomes silty sand, moist 30 TOTAL DEPTH 30' No Groundwater Caving below 21' 36 40 ] 1 1 1 1 1 1 JOB NO.: 2702^00 LOG OF BORING FIGURE: B-32 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:_ 6-19-85 METHOD OF DRILLING: 24" Bucket Auger 2200 to 23'; 1450 to 461; 700 LOGGED BY: MBC GROUND ELEVATION: 151± LOCATION: See Plot Plan W z ° O mw a t° „ Do. . BORING NO. 18 w a U ¢.a DO. 2 a a� Fz . 'L} F y 3 Nq N NW al- SOIL TEST a to O z Y J OZ 2O �y az DESCRIPTION O U m 7 M O Zp . 0 A/C and Base SM FILL: SW Gray to gray brown silty SAND and SAND, moist to wet, medium dense, gravel present 5 P-1 @5' Abandoned 12" concrete irrigation line ML ALLUVIUM: Medium brown sandy SILT, very moist, medium dense, slightly clayey 10 1 @14' Gravel layer 15 P-1 20 3 @20.5' Becomes gravelly SM @22' Becomes silty SAND with gravel, trace of cobbles 25 GW Shl @24-26' Becomes increasingly gravelly ML Becomes clayey SILT, interlayered with sandy silt and silty sand, less gravel 30 @30' Becomes slightly reddish brown sandy SILT, wet, soft, abundant cobbles, slightly clayey TOTAL DEPTH 32' No Groundwater 35 No Caving 40 JOB No.: 2702-00 LOG OF BORING FIGURE: B-33 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-19-85 METHOD OF DRILLING:. 24" Bucket Auger 2200 to 23'; 1450 to 461; 700 LOGGED BY: MBC GROUND ELEVATION: 147± LOCATION: See Plot Plan OLL W a °o MW a oa . BORING NO. 19 J �a a to ai W} rn 3 r-M y� aF SOIL TEST a to oN beO J z 20 Jy az DESCRIPTION C V M 7 m U 2� 0 A/C and Base SM FILL: Brown silty SAND with gravel, moist, medium dense CONSOLIDATION b ML P 19.3 97 ALLUVIUM: CONSOLIDATION CL Medium brown clayey SILT, moist, firm to stiff with calcareous streaks Becomes very moist 10 P-1 16.9 106 15 SM Medium brown silty SAND with gravel, moist SWBecomes SAND with gravel, slightly moist, slightly silty, sub -equal por- GW tions of sand & gravel, cobbles present ML PO Clayey SILT, very mosit, soft 6.6 7 10 SM 3 Becomes silty SAND with gravel, moist, medium dense SW Becomes SAND with gravel, extensive caving below 22' 25 6 4" NR 30 TOTAL DEPTH 30' No Groundwater Caving below 16' 35 40 JOB NO.: 2702-00 LOG OF BORING FIGURE: g_34 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-19-85 METHOD OF DRILLING: 18'' Bucket Auger 2200 to 23'; 1450 to 461; 700 LOGGED BY: MBC GROUND ELEVATION: 147+ — LOCATION: See Plot Plan w < o mw i LL BORING BORING NO. 20 LL a U.J N �a w cc �z 0>- 3 r-M yF <� SOIL TEST a tu rn m O ern Y J O Z 20 -'N ILz DESCRIPTION 0 U m= m U ?Ld 0 A/C ML ALLUVIUM: Dark to medium brown clayey SILT, moist, firm, slightly sandy Varies between clayey silt and sandy 5 P silt 10 Slightly porous P-1 (12' Gravel and cobbles 15 1 20 3 @23' Becomes gravelly (lense only), slightly sandier 26 3 Becomes clayey, very moist, firm @28' Becomes slightly reddish, sandy silt, no clay 30 6 35 Becomes moist @39' Becomes clayey, very mosit, firm, moderately porous 40 JOB No.: 2702-00 LOG OF BORING FIGURE: 13_35 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-19-85 METHOD OF DRILLING:_ 13'' Bucket Auger 2200 to 231; 1450 to 46'; 700 LOGGED BY: MBC GROUND ELEVATION: 1471 LOCATION: See Plot Plan O W W F- < O 0 W mW J a W 0}CV no. BORING NO. 20 V U. �a a �z W} (CONTINUED) x y 3 yQ N COW <F SOIL TEST a coO oy -J O �Z O aZ DESCRIPTION a U m: m O ZW 40 3 46 @47' Locally wet @48' Becomes reddish brown sandy SILT, 32 slightly clayey, very moist 50 4 ' Moist very stiff TOTAL DEPTH 50' No Groundwater No Caving 55 80 86 70 76 80 JOB No.: 2702_00 LOG OF BORING FIGURE: B_38 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-20-`d5 METHOD OF DRILLING: 18" Bucket Auger 2200 to 23'; 1450 to '; 700 143± MBC See Plot Plan LOGGED BY: GROUND ELEVATION: LOCATION: w Z a 0 mW a ¢ Co. BORING NO. 21 U L C� D1 g Q HZ W> 3 yQ w yW a SOIL TEST LU a w O a�n = 0 2 �O .J °'Z DESCRIPTION G 0 U M M m o =L A/C and Base ML FILL: Gray brown SAND, moist @2.5' Becomes sandy SILT, moist, some organic debris present 5 1 ALLUVIUM: Medium brown sandy SILT, moist, medium dense, slightly clayey 10 1 15 SW Light brown SAND, moist, gravel, cobbles and boulders present Caving ML t Medium brown SILT, moist, sTiTt Ty sandy (very fine grained) 20— Medium brown silty SAND with gravel, SM 2 X moist, dense ML Medium broa:n clayey SILT, very moist, stiff to very stiff 25 4 @29' Becomes reddish brown, wet @30' Becomes gravelly 30 SM Becomes silty SAND with gravel, moist, abundant cobbles 35 SM GW @39' Becomes slightly clayey 40 JOB No.: 2702-00 LOG OF BORING FIGURE: g_37 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-20-85 METHOD OF DRILLING: 18" Bucket Auger _ 2200 to 23'; 1450 to 461; 700 LOGGED BY: MBC GROUND ELEVATION: 148+ LOCATION: See Plot Plan w z O Q O 0 w mw a a ae c" cc0 oa BORING NO. 21 ;; O " Ma a rn t�-z w} (CONTINUED) m 3 ya N W <t SOIL TEST a W O 00 = J Oz 2O -'W ILZ DESCRIPTION O U m M M V TQ 40 @41' Becomes very moist 45 Becomes very bouldery - difficult drilling TOTAL DEPTH 43' 60 No Groundwater Caving between 14.5 and 18' 56 80 86 70 76 80 JOB NO.: 2702-00 LOG OF BORING FIGURE: B-38 IRVINE SOILS ENGINEERING,INC. DATE OBSERVED: 6-20-85 METHOD OF DRILLING:__ 18" Bucket Auger + 2200 to 23'; 1450 to 46; 700 LOGGED BY: M6C GROUND ELEVATION: t 46— LOCATION: See Plot Plan P LL = a G 0 O a LL co) U 0 N O m MJ !--2 N ai ou N Y J m c ;W 0Z i0 0 C oa o} F J0 aZ Zp - BORING NO. 22 DESCRIPTION SOIL TEST ML ALLUVIUM: Medium brown SILT, moist, slightly clayey, locally sandy, medium dense 5 1 13.6 96 Becomes light brown to 3 8.2 103 Trace of gravel, slightly moist @13' Becomes sandy 16 SP 2 Layer of dry SAND, medium grained 2.6 100 SM Light brown silty very fine SAND to ML sandy SILT, slightly moist, medium dense 20 3 4.3 96 Intermittant layers of sand, damp to slightly moist @24' Becomes moist, dense, pebbley 25 8 10.1 116 30 9 12.5 119 Trace of porosity @33' Becomes reddish brown, slightly clayey 36 Becomes light to medium brown 40 JOB NO.: 2702-00 LOG OF BORING FIGURE: B_39 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-20-E5 METHOD OF DRILLING: 18'' Bucket Auger 146+ 2200 to 23'; 1450 to 6'; 700 LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan w z 0 a 0 mw a ¢ cc BORING NO. 22 LL V ja < y HZ w} (CONTINUED) N 3 T< y� <a SOIL TEST IL w 01 Q O J ow z J oz 20 JZ aZ DESCRIPTION C U m � to ?o 40 8 10.5 106 @43' Becomes very moist, clayey a44' Sandy 46 SM ML Becomes reddish brown, very moist and clayey, very stiff 127 13.6 116 60 TOTAL DEPTH 50' No Groundwater No Caving 66 60 86 70 76 80 JOB NO.: 2702_00 LOG OF BORING FIGURE: g_4o IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: -Lo- 5 METHOD OF DRILLING:_ 18'' Bucket Auqer _ 2200 to 23': 1450 to 461; 700 LOGGED BY: MBC GROUND ELEVATION: 147+ LOCATION: See Plot Plan w LL w O 0 < o rn a V °o LL 3 OJ m mw MZ Da yQ iW i a O1 m f FZ COWQa 20 U as v W r aZ Z® BORING NO. 23 DESCRIPTION SOIL TEST ML ALLUVIUM: Brown SILT, moist, medium dense, roots present to 4' 6 2 6.4 97 Becomes slightly moist Becomes damp 10 511 5 4.6 102 Medium brown silty SAND, damp, dense SW Light gray brown SAND, dry, medium dense, gravelly, slightly silty 16 x W 3 2.2 113 Caving SM Ill Light brown silty very fine SAND, dense, slightly moist 20 6 3.5 101 26 10 5.2 112 @25' Becomes coarser grained, trace of gravel @29' Becomes reddish brown 30 24 7.0 116 @30' Becomes gravelly @32' Sandy silt, no gravel SM ML Interbedded sandy silt and silty sand 35— SW 14 4.1 120 Coarse sand and gravel ML Orange brown sandy SILT, moist, medium 40 dense JOB NO.: 2702-00 LOG OF BORING FIGURE: B-41 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:_. 6-20-85 METHOD OF DRILLING: 18" Bucket Au r 2200 to 23'; 1 50 to • 700 LOGGED BY: 'MBC GROUND ELEVATION: 147+ LOCATION: See Plot Plan O W W w a O 0 mw J a W mV 'm 0. -BORING NO. 23 U.0 1 Ma a az wr (CONTINUED) '5 3 LO y N� <f- SOIL TEST w a O zy X D OZ m0 Jy aZ DESCRIPTION a U m m m O ?G 40 46 Reddish brown silty CLAY, moist, ML CL hard 40 16.0 1t5 so-- TOTAL DEPTH 50' No Groundwater Caving between 12 & 17' 6b 80 86 70 76 80 JOB No.: 2702-00 LOG OF BORING FIGURE: B_42 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-20-85 METHOD OF DRILLING:_ 18'' Bucket Auger 2200 to 23': 14SO to 461, 700 LOGGED BY: MBC GROUND ELEVATION: LOCATION: See Plot Plan W e 0 mw a c oa BORING NO. 24 ... U.N U. ¢Z Fa g 1-Z V} ya COW <� SOIL TEST Uj a w O can Y �OZ 0 Jy aZ DESCRIPTION 0 U m D m U ?W 0 A/C ML ALLUVIUM: Dark brown sandy SILT, moist CL Brown sandy CLAY, very moist,soft b P SM Medium brown silty SAND, very moist, medium dense 10 Dark brown SILT, wet, very soft, ML P3' locally sandy and clayey Medium brown SAND, moist, medium to SW ML coarse grained 16 Sw 6 ISandy SILT, very moist Medium brown SAND, very moist, dense, slightly gravelly, medium to coarse, @17' Gravelly with cobbles 20 P/l Fine to medium grained, moist, medium dense @22' Becomes slightly silty - 10% ML 26 Medium brown sandy SILT, slightly X 3 clayey, very moist, firm, medium dense ML Layers of silty sand SM 30 Gravelly and clayey, wet @31' Becomes slightly reddish in color, gravelly with cobbles Sit Reddish.brown silty SAND with Ghl abundant gravel/silty gravel, very 36 moist Occasional boulder, very cobbley 40 JOB NO.: 2702-00 LOG OF BORING IFIGURE: B_43 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:. 6-20-85 METHOD OF DRILLING: 18" Bucket Auger 148+ 2200 to 23': 1450 to 46': 700 LOCOED BY; MBC GROUND ELEVATION: — LOCATION: See Plot Plan W Z O H °O O COw W a )LL oa BORING NO. 24 na a Fa w} (CONTINUED) f y 3 yQ X NF Jy SOIL TEST c J m ?N m OZ iU =W DESCRIPTION U 'LU . 40 ML Reddish brown clayey SILT, very moist, stiff 46 @46' Becomes sandy with trace of gravel @49' Becomes moist, stiff, slightly 16 sandy 60 TOTAL DEPTH 50' No Groundwater No Caving 66 80 86 70 76 80 JOB No.: 2702-00 LOG OF BORING FIGURE: 8-44 IRVINE SOILS ENGINEERINC,INC. DATE OBSERVED: 6-21-85 METHOD OF DRILLING: 18'' Bucket Auger MBC 149+ 2200 to 23': 1450 to 461; 7no LOGGED BY: GROUND ELEVATION: — LOCATION: See Plot Plan 12 W z p a a 0 a mW W a „ Yu oa BORING NO. 25 v U LL (0 CC -i :)6 F� Q ppZ W} pp_ = co N co to a_ SOIL TEST I- < O z 2O aZ DESCRIPTION a J O m m p zo 0 A/C ML ALLUVIUM: Medium brown clayey SILT, moist, firm @4' Dark brown, slightly sandy SILT, b loose, moist P 13.0 toG SM Light brown silty SAND, moist ML Medium brown clayey SILT to silty CL CLAY, very moist, firm to stiff CONSOLIDATION 10 P 24.5 100 SW Medium brown gravelly SAND with tb cobbles, moist, medium dense @17' Slightly silty to slightly clayey, very moist 20 i ML Medium brown clayey SILT, slightly sandy, moist, firm 25 t 12.6 106 @25' Becomes sandy silt, slightly clayey D27' Becomes very moist, soft, clayey @29' Becomes reddish brown, stiff 30 10 @30' Becomes gravelly with cobbles 6' SW Reddish brown gravelly SAND with cobbles, moist, abundant cobbles, slightly clayey 36 SW OL•1 @38' Becomes light brown, clayey 40 JOB NO.: 2702-00 LOG OF BORING FIGURE: g_45 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED:. 6-21-85 METHOD OF DRILLING: 18" Bucket Auger 2200 to 23" 1450 to 461: 7oo LOGGED BY: MBC GROUND ELEVATION: 1491 LOCATION: See Plot Plan 1- w 0 a I- 0 mw W a .. c Y LL ca -BORING NO. 25 ;6 V , �Ja a FZ WY (CONTINUED) a w 3 Lo y NF <� SOIL TEST c< m zN X m 0 2 20 -� fA zW DESCRIPTION 0 40 SC GW 45 ML Dark brown SILT, very moist, slightly clayey, slight sand, firm SW Becomes SAND with gravel, very moist 50 CL @49.5' Becomes reddish brown silty CLAY, moist TOTAL DEPTH 51' No Groundwater No Caving 55 60 65 70 75 80 JOB No.: 2702-00 LOG OF BORING FIGURE: B_48 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-21-85 METHOD OF DRILLING: 18'' Bucket Auger 148+ 2200 to 23': 1450 to 46'; 7oo LOGGED BY: MBC GROUND ELEVATION: - LOCATION: See Plot Plan w OLL a o mw a cc BORING NO. 26 LL "y U u U. y !YJ fm N =F- yw wV OF SOIL N TEST a N O GN " J O Z 20 j- 1Z DESCRIPTION LU A/C ML ALLUVIUM: CL Medium to dark brown clayey SILT to silty CLAY, moist, firm to stiff, slightly clayey 6 P @5' Becomes sandy @9' Becomes very moist, clayey 10 P @11' Gravel and cobble layers SM Medium brown silty SAND with gravel 15 Sandy SILT, very moist, firm ML P/1 @17' Becomes light brown sand with gravel 20 ML Interbedded silty SAND and sandy SILT, Sl'1 moist to very moist, medium dense, few cobbles 25 P/3 @25' With trace of clay @28' Becomes slightly reddish brown and gravelly 30 @31' Boulders present SM Reddish brown silty SAND with gravel and cobbles, very moist 36 GW SM @38' Becomes very bouldery, very difficult drilling 40 JOB No.: 2702-00 LOG OF BORING FIGURE: B_47 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-21-85 METHOD OF DRILLING: 18'' Bucket Auger 2200 to 23'; 1450 to 461; 700 NBC 148+ See Plot Plan LOGGED BY: GROUND ELEVATION: — LOCATION: w Z O a H °o a mw w J -0. ; aLL oa BORING NO. 26 U. V ja a FZ w> (CONTINUED) h N 3 wQ y yW <� _ SOIL TEST 0. w a -j zy 2O aZ DESCRIPTION a -j m n m Q zo 40 @41' Very difficult drilling - refusal TOTAL DEPTH 41' No Groundwater No Caving 46 b0 bb 60 86 70 76 80 JOB No.: 2702-00 LOG OF BORING FIGURE: g_48 IRVINE SOILS ENGINEERING. INC. DATE OBSERVED: 6-21-85 METHOD OF DRILLING: 18'' Bucket Auger 2200 to 23'; 1450 to 461; 70o LOGGED BY: NBC GROUND ELEVATION: t 47+ LOCATION: See P 1 of P 1 an w V. d I=- a O 0 a 2J LL rn COO U 0 N 3 m mw Ha Na a M IL N Y r m pZ ya O Z 20 O aaa.. U} a~ -fin aZ ?0 BORING NO. 27 DESCRIPTION SOIL TEST A/C ML ALLUVIUM: Medium brown sandy SILT, moist @3' Becomes slightly clayey 5 p/1 Moist, firm Varies between sandy silt and silty very fine sand 10 Medium brown silty SAND, moist, SM medium dense 15 ML 'Medium brown sandy SILT, moist Silty SAND, moist, medium dense SM 1 20 SW Light brown SAND with gravel, damp, 2 medium dense (sample disturbed) SM Medium brown silty SAND, moist, slightly gravelly 2b 5 30 ML Becomes reddish brown sandy SILT, 10 moist SM Reddish brown silty very fine SAND, moist 35 @34' Becomes light orange brown ML Becomes clayey to sandy SILT 40 - 1 1 JOB NO.: D0 LOG OF BORING FIGURE: 8-49 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-21-85 METHOD OF DRILLING:_ 18" Bucket Auger 2200 to 231; 1450 to 461; 700 LOGGED BY: MBC 147— + See Plot Plan GROUND ELEVATION: LOCATION: W Z O < t- °o O mW W a a ca0. -BORING NO. 27 <% vLLMa < Mz W} (CONTINUED) a rn 3 ya N co �~ SOIL TEST W m zN ro 20 aW DESCRIPTION U -O 40 ML 3 x Clayey and very moist, firm SM Medium brown silty very fine SAND, 45 very moist ML Reddish brown Clayey SILT, slightly sandy, very moist 16 50 TOTAL DEPTH 50' No Groundwater Caving between 19 & 21' 56 80 86 70 75 80 JOB NO.: 2702-00 LOG OF BORING FIGURE: 8-50 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-21-85 METHOD OF DRILLING: 18'' Bucket Auger 2200 to 23' 145+ : 1450 to 68': 700 LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan W a °0 mW 0. oa BORING NO. 28 r Da a torn� �-z Wr SOIL H y 3 ro <a TEST Uj a y O orn J 20 DESCRIPTION 0 U m ODD O ZW 2 0 A/C ML ALLUVIUM: Medium brown sandy SILT, moist, loose @4' Becomes clayey 5 P 16.7 100 @7' Becomes light brown 10 1 19.5 100 15 SM Medium brown silty SAND, moist, P 15.2 92 medium dense, gravel and cobble layer @ 14.5' Varies between silty sand and sandy silt 20 SM 10.3 100 @20' Clayey h1 L 25 ML 3 14.4 114 Clayey and pebbley SM Becomes very moist 30 SM Medium brown silty SAND, very moist, 3 9.5 Ill medium dense, lenses of damp clean sand ML Becomes reddish brown clayey SILT, slightly sandy with trace of gravel, very moist, stiff 36 40 JOB No.: 2702-00 LOG OF BORING FIGURE: B_51 IRVINE SOILS ENGINEERING, INC. DATE OBSERVED: 6-21-85 METHOD OF DRILLING:. 18" Bucket Auer 2200 to 23'; 1450 to 461: 700 MBC 145± LOGGED BY: GROUND ELEVATION: LOCATION: See Plot Plan O J wH O w W* KV w a O mw ° ac 0a. -BORING NO. 28 O I as a �z w} (CONTINUED) N 3 ya x y� jy SOIL TEST 20 DESCRIPTION o < m zm m zw U 40 6 15.9 107 45 6 120.91104 1 @46' Wet TOTAL DEPTH 46' No Groundwater No Caving 60 56 80 85 70 75 80 JOB NO.: 2702-00 LOG OF BORING FIGURE: B-52 IRVINE SOILS ENGINEERING, INC. 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PLASTICITY CHART 80 50 CH v SAMPLE NATURAL LIQUID PLAS- PASSING UNIFIED BORING WATER TICITY NO. 200 LIQUIDITY SOIL SYMBOL NO DEPTH CONTENT LIMIT INDEX SIEVE INDEX CLASSI- (FEET) (%) (%) (,�) (%) (%) FICATION SYMBOL • 9 5.0 - 31.5 13.0 - - CL TABLE 1 RESULTS OF EXPANSION TEST (U.B.C. No. 29-2) Test Expansion Expansion Location Index Potential B-2 @ 4-6' 14 Very Low B-5 @ 7' 11 Very Low TABLE 2 RESULTS OF OPTIMUM MOISTURE/MAXIMUM DENSITY DETERMINATIONS (ASTM: D 1557-78) Test Location Maximum Dry Density Optimum Moisture Content M B-2 @ 4-6' 126.3 9.6 B-3 @ 5' 122.4 11.2 B-5 @ 7' 128.5 9.8 B-9 @ 5' 123.7 11.5 JOB NO: 2702-00 JULY 1985 FIGURE C-4 TABLE 3 SULFATE TEST AND CORROSIVITY RESULTS Test Test % Soluble p H Soluble No. Location Sulfate Chloride (Calif 417A) ( m) 1 B-12 @ 6' 0.020 7.82 150 2 B-12 @ 40' 0.006 7.39 180 TABLE 4 RESULTS OF R-VALUE TEST (ASTM: D 2844-75) TEST LOCATION R-VALUE B-2 @ 4-6' 19 JOB NO: 2702-00 JULY 1985 FIGURE C-5 TABLE 5 SINGLE POINT DIRECT SHEAR TEST RESULTS Test Location Normal Stress (Psf) Apparent Shear Strength (Psf) B-1 @ 5' 550 436 B-1 @ 10' 1100 1376 B-1 @ 20' 2200 1794 B-1 @ 25' 2750 1463 B-1 @ 30' 3300 2578 B-4 @ 5' 550 688 B-4 @ 10' 1100 906 B-4 @ 15' 1650 1394 B-4 @ 20' 2200 976 B-4 @ 41' 4510 2770 B-9 @ 5' 550 888 B-9 @ 10' 1100 1263 B-9 @ 20' 2200 1960 B-9 @ 25' 2750 2683 B-9 @ 40' 4400 3615 B-16 @ 15' 1650 1960 B-16 @ 25' 2750 2099 B-16 @ 30' 3300 1707 JOB NO: 2702-00 JULY 1985 FIGURE C-6 4000 3000 0. a x 1- L7 Z w 2000 � N O Z K W x --�l y 1000 00 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) ' 4000 3000 a. a x 0 Z w F 2000 z Z w x N 1000 00 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) JOB NO.: 2702-00 SHEARING STRENGTH TEST FIGURE: C-7 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) COHESION, (PSF) ANGLE OF FRICTION° SAMPLE DESCRIPTION ML (REMOLDED) 2 4.0-6.0 175 26 BORING NO. DEPTH (FEET) COHESION, (PSF) ANGLE OF FRICTION° SAMPLE DESCRIPTION ML (REMOLDED) 3 5.0 226 27 4000 6 7.0 5 SM (REMOLDED) 0 32 BORING NO. DEPTH (FEET) COHESION, (PSF) ANGLE OF FRICTION° SAMPLE DESCRIPTION ML (REMOLDED) 9 6.0 376 24 BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 2 5.0 ® FIELD MOISTURE — — — — — — — — — — SAMPLE SATURATED REBOUND 3.0--1 a O in 2.0 a IL x w t.o 0 1.0 2.0 3.0 FF4.0 2 O F p 5.0 J O 0) 8.0 00 U 7.0 8.0 8.0 10.00 0 0 0 0 0 0 0 0 0 0 0 0 O a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o O N co ap 1q O O 0 O O O O O O O O N co Y 10 O O a O O O N ro Y 0 O NORMAL LOAD (PSF) JOB NO" 2702-00 LOAD CONSOLIDATION TEST FIGURE: C_9 IRVINE SOILS ENGINEERING, -INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 2 10.0 ® FIELD MOISTURE — — — — — — — — — — SAMPLE SATURATED REBOUND 3.0 V Z _O W 2.D t d x W 1.0 TIT 1.0 2.D 3.0 .. IR a.o a 0 c 6.D J 0 N a.o 0 0 0 7.0 e.o 9.0 10.0o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 o o 0 N M a o 0 0 0 0 0 0 0 0 0 0 N W a b O O O 0 0 0 N C.) Y 0 O P NORMAL LOAD (PSF) JOB No.: 2702-00 LOAD CONSOLIDATION TEST FIGURE: C-10 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION FIELD MOISTURE — — — — — — — — — — SAMPLE SATURATED REBOUND 3.0 z O y 2.0 z IL X W 1.0 0 1.0 2.0 \ 3.0 \ 4.0 z 0 \ < \ p 5.0 J 0 z 8.0 \ 0 7.0 8.0 9.0 10.00 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N M 7 W O O O 0 0 O O O O O O N {O Y W O 0 0 O O O r N M V W O r NORMAL LOAD (PSF) JOB No.: 2702-00 LOAD CONSOLIDATION TEST FIGURE: C-11 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 8 10.0 0 FIELD MOISTURE — — — — — — — — — — SAMPLE SATURATED REBOUND 3.0 JR Z O q 2.0 a IL x w 1.0 D 1.0 2.0 3.0 4.0 2 O p 6.0 J O tl! z e.D O 7.0 8.0 9.0 t0.0o 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 N W Y V) O O O O O O 0 O O O O N M e1 W O O o 0 0 O N v1 Y N 0 r NORMAL LOAD (PSF) doe No.: 2702-00 LOAD CONSOLIDATION TEST FIGURE: C-12 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION S 5.0 0 FIELD MOISTURE - - - - - - - - - - SAMPLE SATURATED REBOUND 3.0 Z O y 2.0 2 IL x w 1.0 0 1.0 2.0 3.0 \ 4.0 2 O T\ EC 5.0 J O N 17 = 8.0 O O 7.0 8.0 8.0 10.0o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 N 0n v b o 0 0 0 0 0 0 0 0 0 0 N co) V b 0 0 0 0 0 0 r N M M b O r NORMAL LOAD (PSF) JOB No.: 2702-00 LOAD CONSOLIDATION TEST FIGURE: C-13 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 18 10.0 FIELD MOISTURE — — — — — — — — — — SAMPLE SATURATED REBOUND 3.0 V 0 m 2.0 z CL x w 1.0 0 1.0 2.0 3.0 \ 4.0 0 a- p 5.0 , J 0 VJ 6.0 0 0 v 7.0 8.0 9.0 10.00 0 0 0 0 O O o 0 o 0 0 o O O 0 0 0 0 0 0 0 o O o 0 O o 0 0 0 0 N co It M O O O 0 0 O O O 0 0 O N f0 It iq O O O O O O N f9 Y W O NORMAL LOAD (PSF) roe No.: 2702-00 LOAD CONSOLIDATION TEST FIGURE: C-14 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 19 5.0 FIELD MOISTURE — — — — — — — — — — SAMPLE SATURATED REBOUND 3.0 z O v) 2.0 z IL x w 1.0 0 1.0 2.0 3.0 IR .. 4.0 z O a- p 6.0 J O co z 8.0 O O 7,0 8.0 9.0 t0.0o a o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 O a 0 0 O 0 0 0 o 0 0 0 0 0 0 N cl) v a O O 0 0 0 0 0 0 0 0 0 N c+) V a 0 0 O 0 0 O N co Y a O w NORMAL LOAD (PSF) JOB NO.: 2702-00 LOAD CONSOLIDATION TEST FIGURE: C-15 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 19 10.0 ® FIELD MOISTURE — — — — — — — — — — SAMPLE SATURATED REBOUND 3.0 z O H 2.0 Z 0. X W 1.0 0 1.0 2.0 3.0 4.0 2 O F p 6.0 J O 01 Z 0 6.0 v 7.0 e.o 9.0 - i i Li i i i -- 10.00 0 0 0 0 0 0 0 o o o O O o 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 N W 7 N O 0 O O O O O O O O O N co It w O 0 O o 0 0 1 N co Y 10 O NORMAL LOAD (PSF) JOB No.: 2702-00 LOAD CONSOLIDATION TEST FIGURE: C-16 IRVINE SOILS ENGINEERING, INC. BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 25 10.0 0 FIELD MOISTURE - - - - - - - - - - SAMPLE SATURATED REBOUND 3.0 � 2 O N 2.0 Z 6 a x w 1.0 0 1.0 2.0 3.0 4.0 Z 0 h p 5.0 J 0 N = 6.0 O U 7.0 8.0 9.0 i 10.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 N l7 V N O O O O O O O O O O O N M q* N O O O 0 0 O N M V N 0 NORMAL LOAD (PSF) JOB NO.: 2702-00 LOAD CONSOLIDATION TEST EFIGUR: IRVINE SOILS ENGINEERING, INC. APPENDIX C SEISMICITY DATA rot/ / Leighton 2008 National Seismic Hazard Maps - Source Parameters Page 1 of 6 20o8 National Seismic Hazard Maps - Source Parameters New Search Pref Slip Rupture Rupture Distance Dip Dip Slip Length Name State Rate Top Bottom in Miles (degrees) Dir Sense (km) (mm/yr) (km) (km) 5.80 San Joacuin Hills CA 0.5 23 SW thrust 2 13 27 7.26 Puente Hills (Coyote Hills) CA 0.7 26 N thrust 2.8 15 17 strike 9.89 Newport Inglewood Connected alt 2 CA 1.3 90 V 0 11 208 Slip strike 9.98 Newport Inglewood Connected alt 1 CA 1.3 89 0 11 208 slip strike 9.98 Newport -Inglewood. alt1 CA 1 88 Slip 0 15 65 — strike 10.10 Elsinore:W+GI+T+J CA n/a 84 NE 0 16 199 slip strike 10.10 Elsinore:W+GI+T+J+CM CA n/a 84 NE 0 16 241 slip strike 10.10 Elsinore:W CA 2.5 75 NE 0 14 46 Slip strike 10.10 Elsinore:W+GI CA n/a 81 NE 0 14 83 slip strike 10.10 Elsinore:W+GI+T CA n/a 84 NE 0 14 124 slip strike 12.98 Newport -Inglewood (offshore) CA 1.5 90 V 0 10 66 slip 13.73 Puente Hills (Santa Fe Springs) CA 0.7 29 N thrust 2.8 15 11 strike 15.55 Chino. alt1 CA 1 50 SW 0 9 24 slip strike 15.56 Chino. alt2 CA 1 65 SW 0 14 29 slip strike 16.46 Elsinore:GI+T+J CA n/a 86 NE 0 17 153 slip strike 16.46 Elsinore:Gl CA 5 90 V 0 13 37 slip strike 16.46 Elsinore:GI+T+J+CM CA n/a 86 NE 0 16 195 slip strike 16.46 Elsinore:GI+T CA 5 90 V 0 14 78 slip https.//earthquake.usgs.gov/cfusion/hazfaults-2008 search/que ry_results. cfm 10/25/2018 2008 National Seismic Hazard Maps - Source Parameters Page 2 of 6 18.19 San Jose CA 0.5 74 NW strike 0 15 20 slip 19.91 Puente Hills (LA) CA 0.7 27 N thrust 2.1 15 22 strike 20.63 Palos Verdes Connected CA 3 90 V 0 10 285 slip strike 20.63 Palos Verdes CA 3 90 V 0 14 99 slip 24.17 Elysian Park (Upper) CA 1.3 50 NE reverse 3 15 20 24.72 Sierra Madre Connected CA 2 51 reverse 0 14 76 24.72 Sierra Madre CA 2 53 N reverse 0 14 57 25.41 Cucamonga CA 5 45 N thrust 0 8 28 strike 27.24 Raymond CA 1.5 79 N 0 16 22 slip strike 28.61 Elsinore:T CA 5 90 V 0 14 52 slip strike 28.61 Elsinore:T+J+CM CA n/a 85 NE 1 0 16 169 slip strike 28.61 Elsinore:T+J CA n/a 86 NE 0 17 127 slip 28.71 Clamshell-Sawoit CA 0.5 50 NW reverse 0 14 16 29.48 Verdugo CA 0.5 55 NE reverse 0 15 29 strike 31.50 Hollywood CA 1 70 N 0 17 17 slip strike 33.14 Santa Monica Connected alt 2 CA 2.4 44 0.8 11 93 slip strike 34.27 Coronado Bank CA 3 90 V 0 9 186 slip 1 strike 37.18 Santa Monica. alt 1 CA 1 75 N 0 18 14 slip p strike 37.18 Santa Monica Connected alt 1 CA 2.6 51 0 16 79 slip strike 38.47 San Jacinto:SBV+SJV+q+CC CA n/a 90 V 0 16 181 slip strike 38.47 San Jacinto:SBV CA 6 90 V 0 16 45 slip I I I I strike 38.47 San Jacinto:SBV+SJV CA n/a 90 V 0 16 88 slip strike 38.47 San Jacinto:SBV+SJV+A CA n/a 90 V 0 16 134 slip https.//earthquake.usgs.gov/cfusion/hazfaults-2008 search/q ue ry_results. cfm 10/25/2018 2008 National Seismic Hazard Maps - Source Parameters Page 3 of 6 38.47 San Jacinto:SBV+SJV+A+C CA n/a 90 V strike 0 17 181 slip strike 38.47 San Jacinto:SBV+SJV+A+CC+B CA n/a 90 V 0.1 15 215 slip strike 38.47 San Jacinto:SBV+SJV+A+CC+B+SM CA n/a 90 V 0.1 15 241 slip strike 39.95 San Jacinto:SJV+A CA n/a 90 V 0 17 89 slip strike 39.95 San Jacinto:SJV CA 18 90 V 0 16 43 slip strike 39.95 San Jacinto:SJV+A+CC+B+SM CA n/a 90 V 0.1 15 196 slip strike 39.95 San Jacinto:SJV+A+CC+B CA n/a 90 V 0.1 15 170 slip strike 39.95 San Jacinto:SJV+A+CC CA n/a 90 V 0 16 136 slip strike 39.95 San Jacinto:SJV+A+C CA n/a 90 V 0 17 136 slip strike 41.49 S. San And reas%SB+SSB+BG+CO CA n/a 79 0.2 12 206 slip strike 41.49 S. San And reas:BB+NM+SM+NSB+SSB CA n/a 90 V 0 14 263 slip strike 41.49 S. San And reas:BB+NM+SM+NSB+SSB+BG CA n/a 84 0 14 321 slip strike 41.49 S. San And reas:BB+NM+SM+NSB+SSB+BG+CO CA n/a 85 0.1 13 390 slip strike 41.49 S. San And reas:CC+BB+NM+SM+NSB CA n/a 90 V 0 14 279 slip strike 41.49 S. San And reas:CC+BB+NM+SM+NSB+SSB CA n/a 90 V 0 14 322 slip strike 41.49 S. San And reas:CC+BB+NM+SM+NSB+SSB+BG CA n/a 85 0 14 380 slip strike 41.49 S. San And reas:CC+BB+NM+SM+NSB+SSB+BG+CO CA n/a 86 0.1 13 449 slip strike 41.49 S. San And reas:CH+CC+BB+NM+SM+NSB CA n/a 90 V 0 14 341 slip strike 41.49 S. San And reas:CH+CC+BB+NM+SM+NSB+SSB CA n/a 90 V 0 14 384 slip strike 41.49 S. San And reas:CH+CC+BB+NM+SM+NSB+SSB+BG CA n/a 86 0 14 442 slip strike 41.49 S. San Andreas%M+SM+NSB CA n/a 90 V 0 13 170 slip https.//earthquake.usgs.gov/cfusion/hazfaults-2008 search/q ue ry_results. cfm 10/25/2018 2008 National Seismic Hazard Maps - Source Parameters Page 4 of 6 41.49 S. San And reas%M+SM+NSB+SSB CA n/a 90 V strike 0 13 213 slip strike 41.49 S. San And reas%M+SM+NSB+SSB+BG CA n/a 83 0 14 271 slip strike 41.49 S. San And reas:N M+SM+NSB+SSB+BG+CO CA n/a 84 0.1 13 340 slip strike 41.49 S. San Andreas%SB CA 22 90 V 0 13 35 slip strike 41.49 S. San Andreas%SB+SSB CA n/a 90 V 0 13 79 slip strike 41.49 S. San Andreas%SB+SSB+BG CA n/a 75 0 14 136 slip strike 41.49 S. San And reas:PK+CH+CC+BB+NM+SM+NSB CA n/a 90 V 0.1 13 377 slip strike 41.49 S. San And reas:PK+CH+CC+BB+NM+SM+NSB+SSB CA n/a 90 V 0.1 13 421 slip S. San strike 41.49 CA n/a 86 0.1 13 479 And reas: PK+CH+CC+BB+NM+SM+NSB+SSB+BG slip S. San strike 41.49 CA n/a 86 0.1 13 548 And reas:PK+CH+CC+gg+NM+SM+NSB+SSB+gG+CO slip strike 41.49 S. San Andreas:BB+NM+SM+NSB CA n/a 90 V 0 14 220 slip strike 41.49 S. San Andreas:SM+NSB CA n/a 90 V 0 13 133 slip strike 41.49 S. San Andreas:SM+NSB+SSB CA n/a 90 V 0 13 176 slip strike 41.49 S. San And reas:SM+NSB+SSB+BG CA n/a 81 0 13 234 slip strike 41.49 S. San And reas:SM+NSB+SSB+BG+CO CA n/a 83 0.1 13 303 slip S. San strike 41.49 CA n/a 86 0.1 13 512 And reas:CH+CC+BB+NM+SM+NSB+SSB+BG+CO slip strike 41.54 S. San Andreas:BB+NM+SM CA n/a 90 V 0 14 184 slip strike 41.54 S. San And reas:PK+CH+CC+BB+NM+SM CA n/a 90 V 0.1 13 342 slip strike 41.54 S. San And reas:CH+CC+BB+NM+SM CA n/a 90 V 0 14 306 slip strike 41.54 S. San Andreas:CC+BB+NM+SM CA n/a 90 V 0 14 243 slip strike 41.54 S. San Andreas%M+SM CA n/a 90 V 0 14 134 slip https.//earthquake.usgs.gov/cfusion/hazfaults-2008 search/q ue ry_results. cfm 10/25/2018 2008 National Seismic Hazard Maps - Source Parameters Page 5 of 6 41.54 S. San Andreas:SM CA 29 90 V strike 0 13 98 slip strike 41.56 Malibu Coast. alt 2 CA 0.3 74 N I 0 16 38 slip strike 41.56 Malibu Coast. alt 1 CA 0.3 75 N 0 8 38 slip 42.42 Sierra Madre (San Fernando) CA 2 45 N thrust 0 13 18 42.74 Anacapa-Dume. alt2 CA 3 41 N thrust 1.2 12 65 strike 43.61 Cleghorn CA 3 90 V 0 16 25 slip strike 44.21 San Gabriel CA 1 61 N 0 15 71 slip strike 44.46 San Jacinto:A+CC+B+SM CA n/a 90 V 0.1 15 178 slip strike 44.46 San Jacinto:A+C CA n/a 90 V 0 17 118 slip strike 44.46 San Jacinto:A+CC CA n/a 90 V 0 16 118 slip strike 44.46 San Jacinto:A+CC+B CA n/a 90 V 0.1 15 152 slip strike 44.46 San Jacinto:A CA 9 90 V 0 17 71 slip strike 45.24 S. San Andreas:SSB CA 16 90 V 0 13 43 slip strike 45.24 S. San Andreas:SSB+BG CA n/a 71 0 13 101 slip strike 45.24 S. San Andreas:SSB+BG+CO CA n/a 77 0.2 12 170 slip 47.00 Northridge CA 1.5 35 S thrust 7.4 17 33 49.61 Anacapa-Dume. alt1 CA 3 45 N thrust 0 16 51 50.77 North Frontal (West) CA 1 49 S reverse 0 16 50 strike 51.83 Rose Canyon CA 1.5 90 V 0 8 70 slip 52.19 Santa Susana, alt 1 CA 5 55 N reverse 0 16 27 strike 57.99 Elsinore:)+CM CA 3 84 NE 0 17 118 slip strike 57.99 Elsinore:J CA 3 84 NE 0 19 75 slip 58.95 Holser. alt 1 CA I I 0.4 58 S reverse 0 19 20 https.//earthquake.usgs.gov/cfusion/hazfaults-2008 search/q ue ry_results. cfm 10/25/2018 2008 National Seismic Hazard Maps - Source Parameters Page 6 of 6 59.83 Simi -Santa Rosa CA 1 60 strike 1 1 I 12 I 39 slip https://earthquake. usgs. gov/cfusio n/hazfa ults_2008_search/q ue ry_results. cfm 10/25/2018 12126.001 EQ Search ************************* * * * E Q S E A R C H * * * Version 3.00 * * ************************* ESTIMATION OF PEAK ACCELERATION FROM CALIFORNIA EARTHQUAKE CATALOGS JOB NUMBER: 12126.001 DATE: 10-26-2018 JOB NAME: 12126.001 EARTHQUAKE -CATALOG -FILE NAME: ALLQUAKE.DAT MAGNITUDE RANGE: MINIMUM MAGNITUDE: 4.00 MAXIMUM MAGNITUDE: 9.00 SITE COORDINATES: SITE LATITUDE: 33.7755 SITE LONGITUDE: 117.8697 SEARCH DATES: START DATE: 1800 END DATE: 2018 SEARCH RADIUS: 62.0 mi 99.8 km ATTENUATION RELATION: 3) Boore et al. (1997) Horiz. - NEHRP D (250) UNCERTAINTY (M=Median, S=Sigma): M Number of Sigmas: 0.0 ASSUMED SOURCE TYPE: DS [SS=Strike-slip, DS=Reverse-slip, BT=Blind-thrust] SCOND: 0 Depth Source: A Basement Depth: 5.00 km Campbell SSR: Campbell SHR: COMPUTE PEAK HORIZONTAL ACCELERATION MINIMUM DEPTH VALUE (km): 0.0 Page 1 12126.001 EQ Search ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 1 I I I I TIME I I I SITE ISITEI APPROX. FILEI LAT. I LONG. I DATE I (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODEI NORTH I WEST I I H M Sect (km)I MAG.1 g IINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ MGI 133.80001117.9000105/22/19021 740 0.01 0.01 4.301 0.155 IvII11 2.4( 3.9) DMG 133.76701117.8170108/22/19361 521 0.01 0.01 4.001 0.123 1 VIII 3.1( 4.9) MGI 133.80001117.8000111/07/192611948 0.01 0.01 4.601 0.147 IVIIII 4.3( 7.0) MGI 133.80001117.8000111/04/192612238 0.01 O.OJ 4.601 0.147 IVIIII 4.3( 7.0) MGI 133.80001117.8000105/19/19171 635 0.01 0.01 4.001 0.107 1 VIII 4.3( 7.0) MGI 133.80001117.8000111/09/192611535 0.01 0.01 4.601 0.147 IVIIII 4.3( 7.0) MGI 133.80001117.8000105/19/19171 719 0.01 0.01 4.001 0.107 1 vI11 4.3( 7.0) MGI 133.80001117.8000105/20/19171 945 0.01 0.01 4.001 0.107 1 v221 4.3( 7.0) MGI 133.80001117.8000J11/10/192611723 0.01 0.01 4.601 0.147 IvII11 4.3( 7.0) MGI 133.70001117.9000107/08/19021 945 0.01 0.01 4.001 0.095 1 VIII 5.5( 8.8) DMG 133.80001118.0000110/21/19131 938 0.01 0.01 4.001 0.077 I VIII 7.7( 12.3) DMG 133.75001118.0000111/16/193412126 0.01 0.01 4.001 0.077 I v221 7.7( 12.4) DMG 133.85401117.7520110/04/19611 22131.61 4.31 4.101 0.075 VIII 8.7( 13.9) GSP 133.80601117.715OJ03/07/20001002028.21 11.01 4.001 0.069 VI 1 9.1( 14.7) DMG 133.68001117.9930111/20/19611 85334.71 4.41 4.001 0.066 vi 1 9.7( 15.6) DMGf33.66501117.9790110/20/19611214240.71 7.21 4.001 0.065 VI 1 9.9( 15.9) GSP133.90401117.7910108/08/20121163322.11 10.01 4.501 0.084 1 VIII 9.9( 16.0) GSP 133.90501117.7920108/08/20121062334.11 10.01 4.501 0.084 1 VIII 10.0( 16.1) GSP 133.90701117.7880108/29/20121203100.31 9.01 4.101 0.067 1 vi 1 10.2( 16.4) GSP 133.9090f117.7920106/14/20121031715.71 9.01 4.001 0.064 1 VI 110.2( 16.5) DMG 133.65901117.9810110/20/1961J20 714.51 6.11 4.001 0.063 1 VI 1 10.3( 16.5) GSP 133.62001117.9000104/07/19891200730.21 13.01 4.501 0.079 1 VI11 10.9( 17.5) DMG 133.67101118.0120110/20/19611223534.21 5.61 4.101 0.064 1 VI 1 10.9( 17.5) DMG 133.65401117.9940110/20/19611194950.51 4.61 4.301 0.071 1 vi 1 11.0( 17.7) GSP 133.91701117.7760109/03/20021070851.91 12.01 4.801 0.091 1 VIII 11.1( 17.9) GSP 133.93251117.9158103/29/2014 040942.21 5.11 5.101 0.107 1 VIII 11.2( 17.9) DMG 133.68301118.0500103/11/193311250 0.01 0.01 4.401 0.070 1 vi 1 12.2( 19.6) DMG 133.68301118.0500103/11/19331 658 3.01 0.01 5.501 0.124 1 VIII 12.2( 19.6) DMG 133.61701117.9670103/11/19331 154 7.81 0.01 6.301 0.188 IVIIII 12.3( 19.8) DMG 133.75001118.0830103/11/19331 635 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 837 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/12/193312354 0.01 0.01 4.501 0.072 1 vI11 12.4( 19.9) DMG 133.75001118.0830103/11/193311653 0.01 0.01 4.80 0.085 1 vI11 12.4( 19.9) DMG 133.75001118.0830103/11/193311138 0.01 0.01 4.001 0.056 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/193311141 0.01 0.01 4.201 0.062 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 832 0.01 0.01 4.201 0.062 j vi 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 611 0.01 0.01 4.401 0.069 I VI 1 12.4( 19.9) DMG J33.75001118.0830103/11/193311129 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/18/193312052 0.01 0.01 4.20I 0.062 1 vi 1 12.4( 19.9) DMG 133.75001118.0830103/11/1933111 0 0.01 0.01 4.00 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/12/19331 027 0.01 0.01 4.401 0.069 1 vi 1 12.4( 19.9) DMG 133.75001118.0830103/11/193311045 0.01 O.OJ 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 8 8 0.01 0.01 4.501 0.072 1 VIII 12.4( 19.9) Page 2 12126.001 EQ Search DMG 133.75001118.0830103/12/19331 546 0.01 0.01 4.401 0.069 1 vi 1 12.4( 19.9) DMG 133.75001118.0830J03/12/19331 6 1 0.01 0.01 4.201 0.062 1 VI 112.4( 19.9) DMG 133.75001118.0830103/12/19331 616 0.01 0.01 4.601 0.076 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/31/193311049 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/1933123 5 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/193311547 0.01 0.01 4.001 0.056 1 VI [ 12.4( 19.9) DMG 133.75001118.0830103/12/193311651 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 553 0.01 0.01 4.001 0.056 1 VI 112.4( 19.9) DMG I33.75001118.0830103/12/193311825 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/12/193312128 0.01 0.01 4.101 0.059 i VI 1 12.4( 19.9) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 2 I I I I TIME I I I SITE ISITEI APPROX. FILET LAT. I LONG. I DATE I (UTC) 1DEPTHIQUAKEI ACC. I MM I DISTANCE CODEI NORTH I WEST I I H M Sect (km)l MAG.1 g IINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ DMG 133.75001118.0830103/11/19331 3 5 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/13/19331 343 0.0 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/13/19331 432 0.0 0.01 4.701 0.080 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/13/19331 617 0.01 0.01 4.001 0.056 1 vi 1 12.4( 19.9) DMG 133.75001118.0830J03/11/193311147 0.01 0.01 4.401 0.069 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 759 0.0 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/12/19331 448 0.0 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/193311357 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/14/193311219 0.01 0.01 4.501 0.072 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/11/19331 440 0.01 0.01 4.701 0.080 1 vlil 12.4( 19.9) DMG 133.75001118.0830103/14/193312242 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/15/19331 2 8 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/15/19331 432 0.01 0.01 4.101 0.059 VI 1 12.4( 19.9) DMG 133.75001118.0830J03/15/19331 540 0.01 0.01 4.201 0.062 vi 1 12.4( 19.9) DMG 133.75001118.0830J03/11/19331 521 0.01 0.01 4.401 0.069 VI 1 12.4( 19.9) DMG 133.75001118.0830103/16/193311456 0.01 0.01 4.001 0.056 1 vi 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 555 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/16/193311530 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 618 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 2 4 0.01 0.01 4.901 0.089 1 VIII 12.4( 19.9) DMG133.75001118.0830103/19/193312123 0.01 0.01 4.201 0.062 1 vi 1 12.4( 19.9) DMG 133.75001118.0830103/20/193311358 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 751 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/23/19331 840 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/23/193311831 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/25/193311346 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/30/193311225 0.01 0.01 4.401 0.069 1 VI 12.4( 19.9) DMG 133.75001118.0830103/11/19331 227 0.01 0.01 4.601 0.076 1 VII 12.4( 19.9) DMG 133.75001118.0830103/11/19331 910 0.01 0.01 5.101 0.099 1 VII 12.4( 19.9) DMG 133.75001118.0830103/11/19331 911 0.01 0.01 4.401 0.069 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 926 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/12/193311738 0.01 0.01 4.501 0.072 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/11/193311025 0.01 0.01 4.001 0.056 1 VI [ 12.4( 19.9) DMG 133.75001118.0830103/11/19331 259 0.01 0.01 4.601 0.076 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/11/1933122 0 0.01 0.01 4.401 0.069 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 3 9 0.01 0.01 4.401 0.069 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 311 0.01 0.01 4.201 0.062 1 vI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 323 0.01 0.01 5.001 0.094 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/13/19331131828.01 0.01 5.301 0.110 1 VIII 12.4( 19.9) Page 3 12126.001 EQ search DMG 133.75001118.0830103/13/193311532 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/13/193311929 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/14/19331 036 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 439 0.01 0.01 4.901 0.089 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/11/19331 222 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/17/193311651 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 230 0.01 0.01 5.101 0.099 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/11/19331 515 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 252 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG J33.75001118.0830103/11/19331 257 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/193311944 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/16/193311529 0.01 0.01 4.201 0.062 1 vI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 436 0.01 0.01 4.601 0.076 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/11/19331 210 0.01 0.01 4.601 0.076 1 VIII 12.4( 19.9) --------------------------- EARTHQUAKE SEARCH RESULTS -------------------------- Page 3 I I I I TIME I I I SITE ISITEI APPROX. FILE[ LAT. I LONG. I DATE (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODEI NORTH I WEST I f H M Secl (km)l MAG.1 g JINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ DMG 133.75001118.0830103/11/193312232 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 2 5 0.01 0.01 4.301 0.065 1 vi 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 2 9 0.01 0.01 5.001 0.094 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/21/19331 326 0.01 0.01 4.101 0.059 I VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 211 0.01 0.01 4.401 0.069 1 vi 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 216 0.01 0.0[ 4.801 0.085 1 VIII 12.4( 19.9) DMG 133.75001118.0830103/11/193311956 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830104/02/19331 8 0 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830I03/11/193312231 0.01 0.01 4.401 0.069 I VI 1 12.4( 19.9) DMG 133.75001118.0830103/12/19331 740 0.01 0.01 4.201 0.062 1 VI 112.4( 19.9) DMG 133.75001118.0830103/12/19331 835 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 513 0.01 0.01 4.701 0.080 1 vlil 12.4( 19.9) DMG 133.75001118.0830104/02/193311536 0.01 0.01 4.001 0.056 [ VI [ 12.4( 19.9) DMG 133.75001118.0830103/11/19331 258 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 347 0.01 0.01 4.101 0.059 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 339 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 336 0.01 0.01 4.001 0.056 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/11/193312240 0.0[ 0.01 4.401 0.069 1 VI 1 12.4( 19.9) DMG 133.75001118.0830103/12/1933115 2 0.01 0.01 4.201 0.062 1 vi 1 12.4( 19.9) DMG 133.75001118.0830103/11/19331 524 0.01 0.01 4.201 0.062 1 VI 1 12.4( 19.9) DMG 133.75001118.0830104/01/19331 642 0.01 0.01 4.201 0.062 1 VI 12.4( 19.9) DMG 133.75001118.0830103/12/19331 034 0.01 0.0[ 4.001 0.056 1 vi 1 12.4( 19.9) DMG 133.70001118.0670103/11/19331 51022.01 0.01 5.101 0.099 1 VIII 12.5( 20.1) DMG 133.70001118.0670107/20/19401 4 113.01 0.01 4.001 0.055 1 VI 1 12.5( 20.1) DMG 133.70001118.0670103/11/19331 85457.01 0.01 5.101 0.099 1 VIII 12.5( 20.1) DMG 133.70001118.0670102/08/19401165617.01 0.01 4.001 0.055 1 VI 1 12.5( 20.1) GSP 133.96131117.8923103/29/20141213245.91 9.31 4.141 0.058 1 VI 1 12.9( 20.7) PAS 133.96501117.8860101/01/19761172012.91 6.21 4.201 0.059 1 vi 1 13.1( 21.1) DMG I33.73301118.1000103/11/193311447 0.01 0.01 4.401 0.064 1 VI 1 13.5( 21.8) DMG 133.73301118.1000103/11/193311350 0.01 0.01 4.401 0.064 1 VI 1 13.5( 21.8) DMG 133.73301118.1000103/11/1933115 9 0.01 0.01 4.401 0.064 1 vI 1 13.5( 21.8) GSG 133.95301117.7610107/29/20081184215.71 14.01 5.301 0.102 I vI11 13.7( 22.1) DMG 133.61701118.0170103/15/19331111332.01 0.01 4.901 0.082 1 VI11 13.8( 22.3) DMG 133.61701118.0170110/02/193311326 1.01 0.01 4.001 0.051 1 VI 1 13.8( 22.3) DMG 133.61701118.0170103/14/1933119 150.01 0.01 5.101 0.092 [ VIII 13.8( 22.3) Page 4 12126.001 EQ Search DMG 133.76701118.1170111/04/193912141 0.01 0.01 4.001 0.050 1 VI 14.2( 22.9) DMG 133.60001118.0000103/11/19331 217 0.01 0.01 4.501 0.065 1 VI 14.2( 22.9) DMG 133.60001118.00OOi03/11/19331 231 0.01 0.01 4.401 0.062 1 VI 114.2( 22.9) GSP 133.95501117.7460112/14/20011120135.51 13.01 4.001 0.050 1 VI 14.3( 23.0) DMG 133.61701118.0330105/21/19381 944 0.01 0.01 4.001 0.050 1 VI 1 14.4( 23.2) DMG 133.60001118.0170112/25/1935il715 0.01 0.01 4.501 0.064 VI 1 t 14.8( 23.8) DMG 133.78301118.1330111/20/193311032 0.01 0.01 4.001 0.048 VI 15.1( 24.3) DMG 133.7830[118.1330101/13/19401 749 7.0[ 0.01 4.001 0.048 1 vi 1 15.1( 24.3) DMG J33.78301118.1330110/02/19331 91017.61 0.01 5.401 0.100 1 VIII 15.1( 24.3) DMG 133.75001118.1330103/11/1933111 4 0.01 0.01 4.601 0.066 1 vi 1 15.2( 24.5) GSP 133.95101117.7090101/05/19981181406.51 11.01 4.301 0.056 VI 1 1 15.2( 24.5) DMG 133.57501117.9830103/11/19331 518 4.01 0.01 5.201 0.090 VIII 15.3( 24.6) MGI 133.80001117.6000104/22/191812115 0.01 0.01 5.001 0.080 1 VIII 15.6( 25.0) DMG 133.80001117.6000109/16/190311210 0.01 0.01 4.001 0.047 1 vi 115.6( 25.0) DMG 133.90001118.1000107/08/192911646 6.71 13.01 4.701 0.067 1 vi 115.8( 25.4) DMG 133.56701117.9830104/17/193411833 0.01 0.01 4.001 0.046 1 VI 1 15.8( 25.4) DMG 133.56701117.9830107/07/193711112 0.01 0.01 4.001 0.046 1 vi 1 15.8( 25.4) DMG 133.54501117.8070110/27/196911316 2.31 6.51 4.501 0.059 1 VI 1 16.3( 26.3) EARTHQUAKE SEARCH RESULTS ------------------------- Page 4 - -_-_-.----^^--------- ---~ 11 1 1 TIME 1 1 1 SITE 1SITE1 APPROX. FILEI LAT. I LONG. I DATE I (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODEI NORTH I WEST I I H M Sect (km)l MAG.1 g JINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ DMG 133.99601117.9750106/15/19671 458 5.51 10.01 4.101 0.048 1 vi 1 16.4( 26.3) DMG 133.96701118.0500101/30/19411 13446.91 0.01 4.101 0.047 1 VI 1 16.8( 27.0) DMG133.75001118.1670105/16/19331205855.01 0.01 4.001 0.044 1 VI 1 17.2( 27.6) MGI 134.00001118.0000105/05/19291 735 0.0[ 0.01 4.001 0.044 1 VI 1 17.2( 27.7) MGI 134.00001118.0000112/25/190311745 0.01 0.01 5.001 0.074 1 VIII 17.2( 27.7) MGI 134.00001118.0000105/05/19291 1 7 0.01 0.01 4.601 0.060 1 VI 1 17.2( 27.7) PAS 134.00601117.7390102/18/19891 717 4.81 3.31 4.301 0.050 1 VI 1 17.6( 28.3) DMG 133.61701118.1170101/20/193412117 0.01 0.01 4.501 0.055 1 vi 1 17.9( 28.9) DMG 133.75001118.1830108/04/19331 41748.01 0.011 4.001 0.042 1 VI 1 18.1( 29.1) MGI 134.00001117.7000112/03/19291 9 5 0.01 0.01 4.001 0.042 1 vi 1 18.3( 29.4) DMG 133.56101118.0580J01/15/19371183547.01 10.01 4.001 0.042 1 vi 1 18.3( 29.5) DMG133.78301118.2000112/27/19391192849.01 0.01 4.701 0.059 1 VI 1 19.0( 30.5) GSP133.99201118.0820103/16/20101110400.21 18.01 4.401 0.049 1 vi 1 19.3( 31.0) DMG 133.68201117.5530107/05/1938118 655.71 10.01 4.501 0.052 1 vi 1 19.3( 31.0) DMG 133.95001118.1330110/25/19331 7 046.01 0.01 4.301 0.047 1 VI 1 19.3( 31.1) DMG133.86701118.2000111/13/193312128 0.01 0.01 4.001 0.039 1 v J 20.0( 32.1) DMG 133.81701118.2170110/22/19411 65718.51 0.01 4.901 0.062 1 VI 1 20.1( 32.4) DMG 133.95001117.5830104/11/19411 12024.01 0.01 4.001 0.038 1 v 1 20.4( 32.8) DMG133.71701117.5170106/19/193511117 0.01 0.01 4.001 0.038 1 v 1 20.6( 33.2) MGI 133.90001118.2000110/08/192711914 0.01 0.01 4.601 0.052 1 vi 1 20.8( 33.5) DMG 133.86701118.2170106/19/1944[ 3 6 7.01 0.01 4.401 0.047 1 vi 1 20.9( 33.6) DMG 133.86701118.2170106/19/19441 0 333.01 0.01 4.501 0.049 1 vi 1 20.9( 33.6) DMG 133.71701117.5070108/06/1938122 056.01 10.01 4.001 0.037 1 v 1 21.2( 34.1) DMG 133.69901117.5110105/31/19381 83455.41 10.01 5.501 0.082 1 VIII 21.3( 34.2) DMG 133.63301118.2000111/01/1940120 046.01 0.01 4.001 0.037 1 v 1 21.4( 34.4) DMG 133.63001118.2000[09/13/19291132338.21 0.01 4.001 0.037 1 v 1 21.5( 34.5) DMG 133.72501117.4980101/03/19561 02548.91 13.71 4.701 0.053 1 VI 1 21.6( 34.8) PAS 133.50801118.0710111/20/19881 53928.71 6.01 4.501 0.048 1 vi 1 21.8( 35.1) DMG 133.78301118.2500111/14/19411 84136.31 0.01 5.401 0.076 1 VIII 21.8( 35.1) DMG 133.75901118.2530108/31/19381 31814.21 10.01 4.501 0.047 1 VI 1 22.0( 35.4) DMG 133.51701118.1000103/22/19411 82240.01 0.01 4.001 0.036 1 v 1 22.2( 35.8) Page 5 12126.001 EQ Search DMG 133.93901118.2050101/11/19501214135.01 0.41 4.101 0.038 1 v 1 22.3( 35.9) DMG 133.74801117.4790106/22/19711104119.01 8.01 4.201 0.040 1 v 1 22.5( 36.2) PAS 134.05001118.0870110/01/19871155953.51 10.41 4.001 0.035 1 V 1 22.7( 36.5) DMG 134.10001117.8000103/31/193112033 0.01 0.01 4.001 0.035 1 v 1 22.8( 36.6) PAS 134.05201118.0900110/01/19871151231.81 10.81 4.701 0.051 1 VI 1 22.9( 36.8) PAS 134.04901118.1010110/01/19871144541.51 13.61 4.701 0.051 1 vi 1 23.1( 37.1) PAS 134.06101118.0790110/01/19871144220.01 9.51 5.901 0.095 1 vIII 23.1( 37.1) PAS 134.07701118.0470102/11/19881152555.71 12.51 4.701 0.050 1 VI 1 23.2( 37.3) DMG 133.73301117.4670110/26/19541162226.01 0.01 4.101 0.037 1 v 1 23.3( 37.5) GSP 133.73301117.4660109/02/20071172914.01 2.01 4.701 0.050 1 vi 1 23.4( 37.6) DMG 133.85001118.2670103/11/19331 629 0.01 0.01 4.401 0.043 1 vi 1 23.4( 37.6) DMG 133.85001118.2670103/11/193311425 0.01 0.01 5.001 0.059 1 VI 1 23.4( 37.6) MGI 134.10001118.0000101/27/193012026 0.01 0.01 4.601 0.047 1 vi 1 23.6( 38.0) PAS 134.06001118.1000110/01/198711449 5.91 11.71 4.701 0.050 1 vi 1 23.7( 38.1) PAS 133.47101118.0610102/27/19841101815.01 6.01 4.001 0.034 1 v 1 23.7( 38.2) PAS J34.07601118.0900110/01/198711448 3.11 11.71 4.101 0.035 1 v 1 24.3( 39.1) PAS J34.07301118.0980110/04/19871105938.21 8.21 5.301 0.067 1 VI 1 24.3( 39.2) MGI 134.00001118.2000106/26/191712130 0.01 0.01 4.601 0.046 1 vi 1 24.5( 39.4) MGI 134.00001118.2000106/26/191712115 0.01 0.01 4.601 0.046 1 VI 1 24.5( 39.4) MGI 134.00001118.2000106/26/191712120 0.01 0.01 4.601 0.046 1 vi 1 24.5( 39.4) MGI 134.00001118.2000106/26/19171 424 0.01 0.01 4.001 0.033 1 v 1 24.5( 39.4) MGI 134.00001118.2000102/13/1917113 5 0.01 0.01 4.601 0.046 1 vi 1 24.5( 39.4) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 5 I I I I TIME I I I SITE ISITEI APPROX. FILEI LAT. I LONG. I DATE I (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODE1 NORTH I WEST I I H M Sect (km)l MAG.1 g JINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ GSP 134.02001118.1800106/12/19891172225.51 16.01 4.101 0.035 1 v 1 24.5( 39.5) GSP 134.11001117.7200104/17/19901223227.21 4.01 4.601 0.046 1 vi 1 24.6( 39.6) MGI 133.80001118.3000112/31/1928[1045 0.01 0.01 4.001 0.033 1 v 1 24.7( 39.8) DMG 133.80001118.3000111/03/1931116 5 0.01 0.01 4.001 0.033 1 v 1 24.7( 39.8) DMG134.10001117.6830101/09/193411410 0.01 0.01 4.501 0.043 1 VI 1 24.8( 39.9) DMG 134.10001117.6830101/18/19341 214 0.01 0.01 4.001 0.033 1 v 1 24.8( 39.9) GSP 134.03001118.1800106/12/19891165718.41 16.01 4.401 0.041 1 v 1 25.0( 40.2) GSP J33.92201118.2700110/28/20011162745.61 21.01 4.001 0.033 1 v 1 25.1( 40.4) PAS 133.53801118.2070105/25/19821134430.31 13.71 4.101 0.034 1 v 1 25.4( 40.9) MGI 134.10001118.1000107/11/18551 415 0.01 0.01 6.301 0.107 1 vIII 26.0( 41.8) DMG[34.00001117.5000107/03/190811255 0.01 0.01 4.001 0.032 [ v 1 26.2( 42.2) MGI 134.00001117.5000112/16/1858110 0 0.01 0.01 7.001 0.154 IvIIII 26.2( 42.2) GSP 134.13001117.7000103/01/19901003457.11 4.01 4.00 0.032 1 v 1 26.3( 42.4) PAS 134.13601117.7090106/26/1988115 458.51 7.91 4.601 0.043 I VI 1 26.5( 42.7) DMG[33.88301118.3170103/11/193311457 0.01 0.01 4.901 0.050 1 VI 1 26.7( 43.0) T-A 134.00001118.2500103/21/188011425 0.01 0.01 4.301 0.037 1 v 1 26.7( 43.0) T-A 134.00001118.2500105/04/18571 6 0 0.01 0.01 4.301 0.037 1 v 1 26.7( 43.0) T-A 134.00001118.2500105/02/18561 810 0.01 0.01 4.301 0.037 1 v 1 26.7( 43.0) T-A 134.00001118.2500101/10/1856[ 0 0 0.01 0.01 5.001 0.053 1 vi 1 26.7( 43.0) T-A 134.00001118.2500109/23/18271 0 0 0.01 0.01 5.001 0.053 1 VI 1 26.7( 43.0) T-A 134.00001118.2500101/17/18571 1 0 0.01 0.01 4.30 0.037 [ v 1 26.7( 43.0) T-A 134.00001118.2500103/26/18601 0 0 0.01 0.01 5.001 0.053 1 vi 1 26.7( 43.0) GSP 134.14001117.7000102/28/19901234336.61 5.01 5.201 0.058 1 VI 1 27.0( 43.4) GSP 134.14001117.6900103/02/19901172625.41 6.01 4.601 0.042 1 VI 1 27.2( 43.7) DMG 133.83301117.4000106/05/19401 82727.01 0.01 4.001 0.031 1 v 1 27.2( 43.8) GSP 134.15001117.7200103/01/19901032303.01 11.01 4.701 0.045 vI 1 27.2( 43.8) DMG 133.70001117.4000104/11/19101 757 0.01 0.01 5.001 0.052 1 VI 1 27.5( 44.2) Page 6 12126.001 EQ Search DMG 133.70001117.4000105/15/191011547 0.01 0.01 6.001 0.088 1 VIII 27.5( 44.2) DMG 133.70001117.4000105/13/19101 620 0.01 0.01 5.001 0.052 1 VI 1 27.5( 44.2) DMG 133.98301118.3000102/11/19401192410.01 0.01 4.001 0.030 1 v f 28.5( 45.9) DMG 133.50001118.2500106/18/1920110 8 0.01 0.01 4.501 0.038 1 v 29.0( 46.6) GSP 133.93801118.3360105/18/20091033936.31 13.01 4.701 0.042 1 vi 29.0( 46.7) MGI 134.00001118.3000109/03/19051 540 0.01 0.01 5.301 0.058 1 VI 1 29.1( 46.9) MGI 134.00001118.3000106/22/192012035 0.01 0.01 4.001 0.029 1 v 1 29.1( 46.9) MGI 134.00001118.3000106/30/19201 350 0.01 0.01 4.001 0.029 1 v 1 29.1( 46.9) MGI 134.10001118.2000105/02/191611432 0.01 0.01 4.001 0.029 1 v 1 29.3( 47.2) MGI 134.10001118.2000104/21/192111538 0.01 0.01 4.001 0.029 v 1 29.3( 47.2) MGI 134.10001118.2000101/27/18601 830 0.01 0.01 4.301 0.034 v 1 29.3( 47.2) DMG 134.20001117.9000108/28/18891 215 0.01 0.01 5.501 0.064 VI 1 29.4( 47.2) DMG 134.20001117.9000107/13/19351105416.51 0.01 4.701 0.042 vI 1 29.4( 47.2) PAS 134.14901118.1350112/03/19881113826.41 13.31 4.90 0.046 1 VI 1 29.9( 48.2) GSP 133.65831118.3722105/15/20131200006.21 1.11 4.081 0.030 1 V 1 30.0( 48.2) T-A 134.00001117.4200104/12/188811315 0.01 0.01 4.301 0.033 V 1 1 30.1( 48.4) T-A 134.00001117.4200109/10/192011415 0.01 0.01 4.301 0.033 v 1 30.1( 48.4) MGI 134.20001118.0000101/09/19211 530 0.01 0.01 4.601 0.039 1 v 1 30.2( 48.7) MGI 134.08001118.2600107/16/1920118 8 0.01 0.01 5.001 0.048 VI 1 1 30.7( 49.4) DMG f33.93301117.3670110/24/19431 02921.01 0.01 4.001 0.028 v 1 30.8( 49.6) MGI [34.00001117.4000105/22/19071 652 0.01 0.01 4.601 1 38 v 1 31.1( 50.0) DMG 133.78301118.4170111/02/1940 25826.O1 0.01 4.001 0.028 v 31.4( 50.5) DMG[33.78301118.4170110/14/19401205111.01 0.01 4.001 0.028 v 1 31.4( 50.5) DMG 133.78301118.4170111/01/19401 725 3.01 0.01 4.001 0.028 v 1 31.4( 50.5) DMG 133.78301118.4170110/12/1940[ 024 0.01 0.01 4.001 0.028 1 V 1 31.4( 50.5) DMG 134.12701117.5210112/27/1938110 928.61 10.01 4.001 0.028 1 v 1 31.4( 50.6) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 6 I I I I TIME I I I SITE ISITEI APPROX. FILEI LAT. LONG. I DATE I (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODEI NORTH WEST I I H M Secl I (km)l MAG.1 g IINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ DMG 133.54301118.3400109/14/19631 35116.21 2.21 4.201 0.031 1 v 1 31.4( 50.6) DMG 133.63301118.4000110/17/19341 938 0.01 0.01 4.001 0.027 1 v 1 32.0( 51.5) DMG 133.66301118.4130101/08/19671 738 5.31 17.71 4.001 0.027 1 v 1 32.1( 51.7) T-A 134.17001118.1700103/07/188811554 0.01 0.01 4.301 0.032 1 V 1 32.2( 51.8) DMG 134.1400[117.5150101/01/19651 8 418.01 5.91 4.401 0.033 1 V 1 32.3( 52.0) DMG 133.36701118.1500104/16/19421 72833.01 0.01 4.001 0.027 1 v 1 32.5( 52.3) DMG 134.18301117.5830110/03/19481 24628.01 0.01 4.001 0.027 1 v 1 32.6( 52.4) DMG 134.11601117.4750106/28/1960120 048.01 12.01 4.101 0.028 1 V 1 32.6( 52.5) DMG 134.12401117.4800105/15/1955117 326.01 7.61 4.001 0.027 1 V 1 32.8( 52.8) DMG [34.16701117.5330103/01/19481 81213.01 0.01 4.701 0.038 1 V 1 33.2( 53.4) MGI 134.10001118.3000107/16/192012130 0.01 0.01 4.601 0.036 1 v 1 33.3( 53.6) MGI 134.10001118.3000[07/16/192012127 0.0[ 0.01 4.601 0.036 1 v 1 33.3( 53.6) MGI 134.10001118.3000107/16/192012022 0.01 0.01 4.601 0.036 1 v 1 33.3( 53.6) MGI 134.10001118.3000107/26/192011215 0.01 0.01 4.001 0.026 1 v 1 33.3( 53.6) DMG 133.76701118.4500110/11/19401 55712.31 0.01 4.701 0.038 1 v 1 33.3( 53.6) DMG 133.90301118.4310111/29/19381192115.81 10.01 4.001 0.026 [ v 1 33.4( 53.7) GSP 134.25001117.9900106/28/19911170055.51 9.01 4.301 0.031 1 V 1 33.5( 53.9) DMG 34.18301117.5480109/01/19371163533.51 10.01 4.501 0.034 1 v 1 33.6( 54.1) MGI 34.00001118.4000101/29/192712324 0.01 0.01 4.001 0.026 1 v 1 34.1( 54.9) MGI 134.00001118.4000102/22/192011610 0.01 0.01 4.601 0.036 1 v 1 34.1( 54.9) MGI 134.00001118.4000110/01/19301 040 0.01 0.01 4.601 0.036 1 v 1 34.1( 54.9) MGI 134.00001118.4000102/07/19271 429 0.01 0.01 4.601 0.036 1 v 1 34.1( 54.9) GSP 134.13901117.4650103/09/20081092232.11 3.01 4.001 0.026 1 v 1 34.2( 55.0) Page 7 12126.001 EQ Search GSP 134.26201118.0020106/28/19911144354.51 11.01 5.401 0.054 1 VI 1 34.4( 55.4) DMG 134.11201117.4260103/19/19371 12338.41 10.01 4.001 0.026 1 v 1 34.4( 55.4) GSP 134.12501117.4380101/06/20051143527.71 4.01 4.401 0.032 1 v 1 34.5( 55.6) PAS 134.13501117.4480101/08/19831 71930.41 4.61 4.101 0.027 1 v 1 34.6( 55.7) DMG 134.03301117.3500104/18/19401184343.91 0.01 4.401 0.032 1 v 1 34.7( 55.8) DMG 134.00001118.4170112/07/19381 338 0.01 0.01 4.001 0.025 1 V 1 35.0( 56.3) DMG 133.77001118.4800104/24/19311182754.81 0.01 4.401 0.031 1 v 1 35.0( 56.4) GSP [34.14301117.4425101/15/20141093518.91 2.91 4.431 0.032 1 v 1 35.2( 56.7) DMG 134.13201117.4260104/15/1965120 833.31 5.51 4.501 0.033 1 v 1 35.4( 56.9) GSP 134.05901118.3870109/09/2001[235918.01 4.01 4.201 0.028 1 v 1 35.5( 57.2) DMG 133.63201118.4670101/08/19671 73730.41 11.41 4.001 0.025 1 v 1 35.7( 57.5) DMG 134.21101117.5300109/01/193711348 8.21 10.01 4.501 0.032 1 v 1 35.8( 57.6) PAS 134.21101117.5300110/19/19791122237.81 4.91 4.101 0.026 v 1 35.8( 57.6) DMG 134.20001117.5000106/14/189211325 0.01 0.01 4.901 0.040 v 36.1( 58.2) , MGI 133.80001118.5000106/18/1915115 5 0.01 0.01 4.001 0.025 1 v 36.2( 58.3) DMG 134.03301117.3170109/03/19351 647 0.01 0.01 4.501 0.032 v 1 36.3( 58.4) DMG 134.00001117.2830111/07/193911852 8.41 0.01 4.701 0.035 v 1 37.0( 59.6) USG 134.13901117.3860102/21/19871231530.11 2.61 4.071 0.025 1 v 1 37.4( 60.1) DMG 133.99601117.2700102/17/19521123658.31 16.01 4.501 0.031 I v 1 37.6( 60.5) DMG 134.21701117.4670103/25/19411234341.01 0.01 4.001 0.024 Iv ( 38.2( 61.5) DMG 134.11801117.3410109/22/19511 82239.11 11.91 4.301 0.028 v 1 38.4( 61.8) DMG 134.00001117.2500111/01/19321 445 0.01 0.01 4.001 0.023 Iv 1 38.7( 62.4) DMG 134.00001117.2500107/23/19231 73026.01 0.01 6.251 0.077 VIII 38.7( 62.4) GSP 134.19101117.4132112/30/20151014857.31 7.01 4.401 0.029 V 1 38.8( 62.4) DMG 134.12701117.3380102/23/19361222042.71 10.01 4.501 0.030 v 1 38.9( 62.7) DMG 134.27001117.5400109/12/19701143053.01 8.01 5.401 0.049 I VI 1 39.0( 62.8) DMG 133.73801117.1870104/27/19621 91232.11 5.71 4.10 0.025 I v 1 39.3( 63.2) DMG 134.00001118.5000106/22/19201 248 0.01 0.01 4.901 0.037 f v 1 39.3( 63.3) DMG 134.00001118.5000111/08/191411140 0.01 0.01 4.50 0.030 1 V 1 39.3( 63.3) MGI J34.00001118.5000103/08/191811230 0.01 0.01 4.001 0.023 [ Iv 1 39.3( 63.3) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 7 I I I I TIME I I I SITE ISITEI APPROX. FILEI LAT. I LONG. I DATE I (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODEI NORTH I WEST I I H M Sect (km)I MAG.1 g IINT.1 mi [km] ----+---__----------------------+--------+-----+-----+-------+----+------------ MGI 134.00001118.5000106/23/192011220 0.01 0.01 4.001 0.023 I IV 1 39.3( 63.3) DMG 134.00001118.5000108/04/192711224 0.01 0.01 5.001 0.039 1 v 1 39.3( 63.3) DMG 134.00001118.5000103/06/191811820 0.01 0.01 4.00 0.023 1 IV 1 39.3( 63.3) MGI 134.00001118.5000111/19/191812018 0.01 0.01 5.001 0.039 1 V 1 39.3( 63.3) DMG 134.28101117.5520109/13/19701 44748.61 8.01 4.401 0.029 1 v 1 39.3( 63.3) DMG 133.90001117.2000112/19/18801 0 0 0.01 0.01 6.001 0.067 [ VI ► 39.4( 63.3) DMG 134.30001117.6000107/30/18941 512 0.01 0.01 6.001 0.067 1 VI 1 39.4( 63.3) DMG134.26701117.5180109/12/19701141011.21 8.01 4.101 0.024 1 v 139.5( 63.5) DMG 134.14001117.3390102/26/19361 93327.61 10.01 4.001 0.023 I IV 1 39.5( 63.5) DMG134.10001117.3000[02/16/193111327 0.01 0.01 4.001 0.023 1 IV 1 39.6( 63.7) MGI 134.10001117.3000[11/22/19111 257 0.01 0.01 4.001 0.023 I Iv 1 39.6( 63.7) MGI I34.10001117.3000107/15/190512041 0.01 0.01 5.301 0.046 1 VI 1 39.6( 63.7) MGI 134.10001117.3000112/27/1901111 0 0.01 0.01 4.601 0.032 1 v 1 39.6( 63.7) GSP 134.19001117.3900112/28/19891094108.11 15.01 4.501 0.030 1 v [ 39.7( 63.8) PAS J34.02301117.2450110/02/19851234412.41 15.21 4.801 0.035 1 V 1 39.7( 63.8) GSP 134.10701117.3040101/09/20091034946.31 14.01 4.501 0.030 1 v 1 39.7( 63.8) DMG 134.20001117.4000107/22/18991 046 0.01 0.01 5.501 0.051 1 VI 1 39.8( 64.0) GSP 134.04701117.2550102/21/20001134943.11 15.01 4.501 0.030 1 V 1 39.9( 64.2) DMG 134.30401117.5700105/05/1969116 2 9.61 8.81 4.401 0.028 1 V 1 40.3( 64.9) Page 8 12126.001 EQ Search GSP 134.02401117.2300103/11/19981121851.81 14.01 4.501 0.030 1 V 1 40.5( 65.1) GSP 134.16801117.3370106/28/19971214525.11 9.01 4.201 0.025 1 v 1 40.8( 65.7) DMG 134.04301117.2280104/03/19391 25044.71 10.01 4.001 0.022 1 Iv 1 41.1( 66.2) T-A 134.08001117.2500110/07/18691 0 0 0.01 0.01 4.301 0.026 1 V 1 41.3( 66.4) T-A 134.17001117.3200112/02/185912210 0.01 0.01 4.301 0.026 1 v 1 41.6( 67.0) GSP 134.09581118.4912106/02/20141023643.91 4.31 4.161 0.024 J V 1 41.9( 67.4) DMG 134.30001117.5000107/22/189912032 0.01 0.01 6.501 0.083 1 VIII 41.9( 67.5) GSP 134.00501117.1800102/13/20101213906.61 8.01 4.101 0.023 1 IV 1 42.6( 68.5) DMG 134.37001117.6500112/08/1812115 0 0.01 0.01 7.001 0.105 1 vIIi 42.9( 69.1) GSP 134.13401118.4862103/17/20141132536.91 9.21 4.391 0.027 1 V 1 43.1( 69.4) GSP 134.3740J117.6490108/20/19981234958.41 9.01 4.401 0.027 1 V 1 43.2( 69.5) DMG 134.40001117.8000102/24/19461 6 752.01 0.01 4.10( 0.023 1 IV 1 43.3( 69.7) MGI 134.20001117.3000104/13/191311045 0.01 0.01 4.00 0.021 1 IV 1 43.8( 70.6) GSP 134.38501117.6350110/16/20071085344.11 8.01 4.201 0.024 1 IV 1 44.2( 71.1) MGI 134.10001117.2000104/23/192312113 0.01 0.01 4.001 0.021 1 IV 1 44.4( 71.5) DMG 133.70001117.1000106/11/19021 245 0.01 0.01 4.501 0.027 1 v 1 44.5( 71.6) PAS 133.91901118.6270101/19/19891 65328.81 11.91 5.001 0.036 1 v 1 44.5( 71.7) DMG 133.95001118.6320108/31/19301 04036.01 0.01 5.201 0.039 i v 1 45.3( 72.9) GSP 134.29301118.3890112/06/19941034834.51 9.01 4.501 0.027 1 V 1 46.5( 74.8) GSP 134.28401118.4040101/14/20011022614.11 8.01 4.301 0.024 1 IV 1 46.6( 74.9) GSP 134.28901118.4030101/14/20011025053.71 8.01 4.001 0.020 1 IV 1 46.8( 75.3) DMG 134.33501118.3310[02/09/19711155820.71 14.21 4.801 0.031 1 V 1 46.8( 75.3) GSP 134.23101118.4750103/20/19941212012.31 13.01 5.301 0.040 1 v 1 46.8( 75.3) DMG 134.33901118.3320102/09/19711141612.91 11.11 4.101 0.021 1 IV 1 47.0( 75.7) PAS 133.93301118.6690110/17/19791205237.3 5.51 4.201 0.022 1 IV 1 47.1( 75.8) GSP 133.95301117.0760109/14/20111144451.01 16.01 4.101 0.021 1 IV 1 47.1( 75.8) GSP 134.24501118.4710101/18/19941155144.91 12.01 4.001 0.020 1 IV 1 47.3( 76.1) DMG 134.26801118.4450108/30/19641225737.11 15.41 4.001 0.020 1 IV 1 47.3( 76.2) DMG 134.36101118.3060102/09/19711141021.51 5.01 4.701 0.029 1 v 1 47.5( 76.4) GSP 134.21501118.5100101/19/19941140914.81 17.01 4.501 0.026 1 V 1 47.6( 76.6) GSP 134.31201118.3930J05/25/19941125657.11 7.01 4.401 0.025 1 V 1 47.6( 76.6) GSP[34.31101118.3980106/15/19941055948.61 7.01 4.201 0.022 1 IV 1 47.8( 76.8) DMG 134.37001118.3020102/10/19711 31212.01 0.81 4.001 0.020 1 IV 1 47.9( 77.1) PAS 133.94401118.6810101/01/19791231438.91 11.31 5.001 0.034 1 V [ 47.9( 77.2) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 8 I I I 1 TIME I 1 I SITE 1SITE1 APPROX. FILEI LAT. 1 LONG. 1 DATE 1 (UTC) 1DEPTHIQUAKEI ACC. 1 MM 1 DISTANCE CODEI NORTH 1 WEST 1 1 H M Sect (km)l MAG.1 g 11NT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ DMG 134.36801118.3140104/25/197111448 6.51 -2.01 4.001 0.020 1 IV 1 48.2( 77.5) GSB 134.29901118.4280101/23/19941085508.71 6.0[ 4.201 0.022 1 IV 1 48.2( 77.6) GSP 134.29901118.4390102/03/19941162335.41 8.01 4.201 0.022 1 IV 1 48.7( 78.3) GSP 134.21301118.5370101/17/19941123055.41 18.01 6.701 0.082 1 VIII 48.7( 78.4) GSP 134.28701118.4660101/19/19941071406.21 11.01 4.001 0.020 I IV 149.1( 79.0) GSP 134.30101118.4520101/21/19941185244.21 7.01 4.301 0.023 1 IV 1 49.3( 79.3) GSP 134.29701118.4580101/21/19941185344.61 7.01 4.301 0.023 1 Iv 1 49.3( 79.3) GSP 134.29201118.4660101/19/19941144635.21 6.01 4.001 0.019 I IV 1 49.4( 79.4) DMG 134.29601118.4640103/30/19711 85443.31 2.61 4.101 0.020 1 IV 1 49.5( 79.6) DMG 134.30801118.4540102/09/19711144346.71 6.21 5.201 0.036 I V 1 49.7( 80.0) GSP 134.29101118.4760102/06/19941131926.91 11.01 4.101 0.020 1 IV 1 49.7( 80.0) GSP 133.93201117.0230101/16/20101120325.71 13.01 4.301 0.023 1 IV 1 49.7( 80.0) T-A 133.50001117.0700112/29/18801 7 0 0.01 0.01 4.301 0.023 1 IV 1 49.7( 80.1) GSB 134.30001118.4660101/21/19941183915.31 10.01 4.701 0.028 1 V 1 49.7( 80.1) DMG 134.01701117.0500102/19/1940112 655.71 0.01 4.601 0.027 1 V 1 49.8( 80.2) Page 9 12126.001 EQ Search GSP 134.31101118.4560101/17/19941193534.31 2.01 4.001 0.019 1 IV 1 49.9( 80.3) DMG 133.80001117.0000112/25/189911225 0.01 0.01 6.401 0.068 1 vi 1 49.9( 80.4) DMG J33.75001117.0000104/21/19181223225.01 0.01 6.801 0.084 1 VIII 49.9( 80.4) DMG 133.75001117.0000106/06/191812232 0.01 0.01 5.001 0.033 1 V 1 49.9( 80.4) GSP 134.31701118.4550101/17/19941132644.71 2.01 4.701 0.028 1 v 1 50.2( 80.8) GSP 134.30401118.4730101/17/19941150703.21 2.01 4.201 0.021 1 IV 1 50.2( 80.8) GSP 134.33101118.4420101/17/19941141430.31 1.01 4.501 0.025 1 V 1 50.4( 81.1) DMG 134.35701118.4060102/09/19711141950.21 11.81 4.001 0.019 1 Iv 1 50.5( 81.3) GSB 134.31001118.4740101/21/19941184228.81 7.0 4.201 0.021 1 IV 1 50.6( 81.4) GSP 134.26101118.5340101/17/19941123939.81 14.0 4.501 0.025 V 1 50.7( 81.6) DMG 134.38701118.3640102/09/19711143917.81 -1.61 4.001 0.019 IV 50.8( 81.8) GSP 134.25401118.5450101/17/19941130627.91 0.0 4.601 0.026 V 1 50.8( 81.8) GSP 34.22801118.5730101/17/1994[175608.21 19.0 4.601 0.026 1 V 51.0( 82.0) DMG �34.28601118.5150103/31/19711145222.51 2.11 4.601 0.026 1 v 1 51.0( 82.1) DMG 134.41101118.3290102/10/19711 5 636.01 4.71 4.301 0.022 1 IV 51.1( 82.3) DMG 134.27301118.5320106/21/1971116 1 8.51 4.11 4.001 0.019 1 IV 51.1( 82.3) DMG 134.39601118.3660102/10/19711173855.11 6.21 4.201 0.021 IV 1 51.4( 82.7) PAS 133.03301117.9440102/22/19831 21830.41 10.01 4.301 0.022 IV 51.4( 82.8) DMG 134.28401118.5280104/02/19711 54025.01 3.01 4.001 0.019 1 IV 51.5( 82.9) GSP 134.05401117.0300106/27/20051221733.61 12.01 4.001 0.019 1 IV 51.8( 83.4) GSP 134.33901118.4750109/01/20111204708.01 7.01 4.201 0.021 1 Iv ! 52.1( 83.8) DMG [34.35301118.4560103/07/19711 13340.51 3.31 4.501 0.024 1 V i 52.1( 83.8) GSP 134.21801118.6070101/18/19941113509.91 12.01 4.201 0.021 1 Iv j 52.1( 83.8) GSG 134.33401118.4840101/17/19941223152.11 10.01 4.201 0.021 1 Iv 52.2( 84.0) DMG 134.00001117.0000106/30/19231 022 0.01 0.01 4.501 0.024 1 v jl 52.2( 84.0) USG 133.01701117.8170107/16/1986J1247 3.71 10.01 4.111 0.020 1 IV 1 52.5( 84.4) USG 133.01701117.8170107/14/19861 11112.61 10.01 4.121 0.020 1 Iv 52.5( 84.4) GSP 134.27401118.5630101/27/19941171958.81 14.01 4.601 0.025 1 V 52.5( 84.5) DMG 134.2650J118.5770104/15/19711111432.01 4.21 4.201 0.021 1 Iv 52.7( 84.9) GSP 134.19201117.0950104/06/19941190104.11 7.01 4.801 0.028 1 v 52.9( 85.1) GSP 134.26901118.5760101/17/19941125546.81 16.01 4.101 0.019 1 Iv 52.9( 85.1) DMG J34.20001117.1000109/20/19071 154 0.01 0.01 6.001 0.053 1 VI 52.9( 85.2) DMG 134.35601118.4740103/25/197112254 9.91 4.61 4.201 0.021 1 Iv 52.9( 85.2) GSP 134.05801117.0100106/16/20051205326.01 11.01 4.901 0.030 1 V 53.0( 85.3) DMG 134.39201118.4270102/21/19711 71511.71 7.21 4.501 0.024 1 v 53.2( 85.6) GSP 134.3570i118.4800102/25/19941125912.61 1.01 4.101 0.019 1 Iv 53.2( 85.6) DMG 134.39901118.4190102/10/19711134953.71 9.71 4.301 0.022 1 Iv 1 53.3( 85.8) DMG 134.41101118.4010102/09/19711141028.01 8.01 5.301 0.036 1 V 1 53.4( 85.9) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 9 I I I I TIME I I I SITE 1SITE1 APPROX. FILEI LAT. I LONG. [ DATE I (UTC) 1DEPTHIQUAKEI ACC. I MM I DISTANCE CODEI NORTH I WEST I I H M Sect (km)l MAG.1 g JINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ DMG 134.4110J118.4010102/09/1971114 8 4.01 8.01 4.001 0.018 I IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 325.01 8.01 4.401 0.023 1 IV 1 53.4( 85.9) DMG 134.4110J118.4010102/09/1971114 853.01 8.01 4.601 0.025 1 V 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 434.01 8.01 4.201 0.020 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 154.01 8.01 4.201 0.020 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 838.01 8.01 4.501 0.024 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 4 7.01 8.01 4.101 0.019 1 Iv 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 230.01 8.01 4.301 0.021 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 550.01 8.01 4.101 0.019 I IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 244.01 8.01 5.801 0.047 VI 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 1 8.01 8.01 5.801 0.047 I VI 1 53.4( 85.9) Page 10 12126.001 EQ search DMG 134.41101118.4010102/09/1971114 346.01 8.01 4.101 0.019 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 710.01 8.01 4.001 0.018 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 2 3.01 8.01 4.101 0.019 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 8 7.01 8.01 4.201 0.020 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 041.81 8.41 6.401 0.065 1 VI 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 446.01 8.01 4.201 0.020 1 IV 1 53.4( 85.9) DMG J34.41101118.4010102/09/1971114 231.01 8.01 4.701 0.027 1 V 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 133.01 8.01 4.201 0.020 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 140.01 8.01 4.101 0.019 1 Iv 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 159.01 8.01 4.101 0.019 1 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 730.01 8.01 4.001 0.018 1 IV ' 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 745.01 8.01 4.501 0.024 1 IV 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 439.01 8.01 4.101 0.019 IV 1 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 541.01 8.01 4.101 0.019 IV 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 150.01 8.01 4.501 0.024 IV 53.4( 85.9) DMG 134.41101118.4010102/09/1971114 444.01 8.01 4.101 0.019 Iv 53.4( 85.9) DMG 133.50001117.0000108/08/192511013 0.01 0.01 4.501 0.024 IV 53.5( 86.1) DMG 134.43101118.3690108/14/19741144555.21 8.21 4.201 0.020 Iv 53.5( 86.1) , PAS 134.38001118.4590108/12/19771 21926.11 9.51 4.501 0.024 IV 53.6( 86.3) DMG 134.36101118.4870102/10/19711143526.71 4.41 4.201 0.020 Iv ( 53.7( 86.4) DMG 134.38401118.4550102/10/19711113134.61 6.01 4.201 0.020 IV 53.7( 86.4) GSBI34.30101118.5650101/17/19941204602.41 9.01 5.201 0.034 v jl 53.8( 86.6) DMG 134.39701118.4390102/21/19711 55052.61 6.91 4.701 0.026 V 1 53.9( 86.7) PAS 132.99001117.8490107/13/1986114 133.01 12.01 4.601 0.025 1 v 1 54.2( 87.3) GSB 134.31901118.5580101/18/19941132444.11 1.01 4.501 0.024 1 IV 1 54.4( 87.5) DMG 133.71001116.9250109/23/19631144152.61 16.5J 5.001 0.031 1 v 1 54.4( 87.6) DMG134.43301118.3980102/09/19711144017.41 -2.01 4.101 0.019 1 Iv 1 54.5( 87.7) PAS 132.98601117.8440110/01/19861201218.61 6.01 4.001 0.018 1 IV 1 54.5( 87.7) GSP134.30501118.5790101/29/19941112036.01 1.01 5.101 0.032 1 V 1 54.6( 87.9) DMG 134.42601118.4140102/10/19711 518 7.21 5.81 4.501 0.023 1 IV 1 54.6( 87.9) GSP 134.37401118.4950101/28/19941200953.41 0.01 4.201 0.020 1 IV 1 54.6( 87.9) DMG 134.51901118.1980108/23/1952110 9 7.11 13.11 5.001 0.030 1 v 1 54.7( 87.9) GSP 132.98501117.8180106/21/19951211736.21 6.01 4.301 0.021 1 IV 1 54.7( 88.0) DMG 134.42801118.4130104/01/1971115 3 3.61 8.01 4.101 0.019 1 Iv 1 54.7( 88.1) GSP134.09701116.9960112/05/19971170438.91 4.01 4.101 0.019 1 Iv 1 54.7( 88.1) GSP 134.08501116.9890106/30/19921214900.31 3.01 4.401 0.022 1 Iv 1 54.8( 88.2) GSP 134.27801118.6110101/29/19941121656.41 2.01 4.301 0.021 1 IV 1 54.8( 88.2) DMG 134.39901118.4730103/09/19741 05431.91 24.41 4.701 0.026 1 v 1 55.2( 88.8) DMG134.30001118.6000104/04/189311940 0.01 0.01 6.001 0.051 1 VI 1 55.3( 89.0) GSP134.12001116.9980106/29/19921144126.01 4.01 4.401 0.022 1 IV 1 55.3( 89.0) GSB134.34501118.5520101/24/19941041518.81 6.01 4.801 0.027 1 v 1 55.4( 89.1) PAS 132.97101117.8700107/13/198611347 8.21 6.01 5.301 0.035 1 V 1 55.5( 89.4) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 10 I I I I TIME I I I SITE ISITEI APPROX. FILET LAT. I LONG. I DATE I (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODE) NORTH I WEST I I H M Sect (km)I MAG.1 g IINT.1 mi [km] ----+-------+--------+----------+--------+-----+-----+-------+----+------------ MGI 133.80001116.9000112/18/192011726 0.01 0.01 4.001 0.018 1 IV 1 55.7( 89.6) MGI 133.80001116.9000106/14/191811024 0.01 0.01 4.001 0.018 1 Iv 1 55.7( 89.6) MGI 133.80001116.9000104/23/191811415 0.01 0.01 4.001 0.018 1 IV 1 55.7( 89.6) MGI 133.8000 116.9000104/29/19181 2 0 0.01 0.01 4.001 0.018 1 Iv 1 55.7( 89.6) GSB 134.28501118.6240101/17/19941135602.41 19.01 4.701 0.026 1 V 1 55.7( 89.6) GSP 132.97001117.8100104/04/19901085439.31 6.01 4.001 0.018 1 IV 1 55.7( 89.7) PAS 132.97001117.8030107/14/19861 03246.2J 10.01 4.001 0.018 1 Iv 1 55.7( 89.7) Page 11 12126.001 EQ Search GSP 134.08401116.9680110/02/20081094149.31 12.01 4.101 0.019 IV 155.9( 89.9) GSP 134.18001117.0200112/04/19911081703.51 11.01 4.001 0.018 IV 156.1( 90.3) GSP 134.30001118.6200108/09/20071075849.01 4.01 4.401 0.022 1 IV 1 56.2( 90.4) DMG 134.56501118.1130102/28/19691 45612.41 5.31 4.301 0.021 1 Iv 1 56.3( 90.5) DMG 134.44601118.4360102/10/19711185441.71 8.11 4.201 0.019 1 IV f 56.5( 90.9) PAS 134.46301118.4090109/24/19771212824.31 5.01 4.201 0.019 1 IV ( 56.6( 91.1) DMG 134.45701118.4270102/09/19711161926.51 -1.0 4.201 0.019 1 IV 1 56.8( 91.4) GSB 134.36001118.5710101/19/19941044048.01 2.01 4.501 0.023 1 IV C 56.9( 91.6) PAS 132.94501117.8310107/29/19861 81741.81 10.01 4.101 0.018 1 IV 1 57.4( 92.3) GSP 134.37901118.5610101/18/1994J152346.91 7.01 4.801 0.026 1 V f 57.4( 92.4) PAS 132.94501117.8060109/07/1984111 313.41 6.01 4.301 0.020 1 IV 1 57.5( 92.5) GSP 134.37901118.5630101/18/19941003935.01 7.01 4.401 0.021 1 IV 1 57.5( 92.6) DMG 134.16701116.9830110/16/195111241 5.01 0.01 4.001 0.017 1 IV [ 57.5( 92.6) GSP 134.15701116.9760112/19/20071121409.01 7.0 4.001 0.017 1 IV [ 57.6( 92.6) PAS 134.15101116.9720J11/20/1978J 655 9.51 6.1 4.301 0.020 IV 1 57.6( 92.6) GSP 133.95851116.8883101/06/20161144234.91 16.7 4.391 0.021 IV 1 57.7( 92.8) PAS 132.94701117.7360101/15/19891153955.21 6.01 4.201 0.019 IV [ 57.7( 92.9) GSB 134.33301118.6230101/18/19941072356.01 14.01 4.301 0.020 IV 1 57.8( 93.0) DMG 134.10001118.8000J05/10/191111340 0.01 0.01 4.001 0.017 l IV 1 57.8( 93.0) DMG 133.50001116.9170111/04/19351 355 0.01 0.01 4.501 0.022 I IV 1 58.0( 93.3) DMG 133.96801116.8820106/27/19591162211.11 13.81 4.001 0.017 I IV 1 58.2( 93.6) DMG 134.1330J116.9500106/10/193811440 0.01 0.01 4.001 0.017 I IV 1 58.2( 93.6) PAS 132.93301117.8410107/29/19861 81741.61 10.01 4.301 0.020 1 IV 1 58.2( 93.6) GSP 133.96601116.8760101/12/20101023608.41 10.01 4.301 0.020 IV 1 58.5( 94.1) GSP 134.36201118.6150103/20/19961073759.81 13.0 4.101 0.018 IV 1 58.8( 94.6) GSG 134.40801118.5590101/17/19941200205.41 0.0 4.001 0.017 IV 1 58.8( 94.7) DMG 134.34401118.6360102/09/19711143436.11 -2.0 4.901 0.027 V 1 58.8( 94.7) GSB 134.35801118.6220101/18/19941040126.81 1.0 4.501 0.022 IV 1 58.9( 94.8) GSP 134.12101116.9280108/16/19981133440.21 6.01 4.701 0.025 V 1 59.0( 94.9) GSP 134.11201116.9200110/01/19981181816.01 4.01 4.701 0.024 V 1 59.1( 95.2) GSP 134.35901118.6290101/24/19941055024.31 12.01 4.301 0.020 IV 1 59.2( 95.3) GSP 134.36301118.6270101/24/19941055421.11 10.01 4.201 0.019 IV 1 59.3( 95.5) PAS 133.70101116.8370108/22/1979 2 136.31 5.01 4.101 0.018 1 Iv 1 59.5( 95.8) GSP 134.28231117.0267107/05/20141165934.11 7.31 4.581 0.023 1 Iv 1 59.6( 95.9) GSP 134.3740J118.6220101/17/19941155410.81 12.01 4.801 0.026 1 v 1 59.7( 96.0) GSP [34.37801118.6180101/19/19941211144.91 11.01 5.101 0.030 1 v 1 59.7( 96.0) DMG 133.95001116.8500109/28/19461 719 9.01 0.01 5.001 0.028 1 V 1 59.7( 96.1) PAS 134.19801116.9590104/01/19781105227.41 8.01 4.001 0.017 1 IV 1 59.7( 96.1) PAS 134.34701118.6560104/08/19761152138.11 14.51 4.601 0.023 1 IV 1 59.8( 96.3) DMG 134.38001118.6230110/29/19361223536.11 10.01 4.001 0.017 1 IV 1 60.0( 96.5) GSP 134.36801118.6370101/17/19941194353.41 13.01 4.101 0.018 1 IV 1 60.0( 96.5) GSB 134.34301118.6660101/17/1994[234925.41 8.01 4.301 0.020 1 IV 1 60.1( 96.7) DMG 133.45401116.8980107/29/1936[142252.81 10.01 4.001 0.017 1 IV 1 60.1( 96.7) DMG 133.45601116.8960106/16/19381 55916.91 10.01 4.001 0.017 Iv [ 60.2( 96.8) 1 GSP 134.39701118.6090107/22/19991095724.01 11.01 4.001 0.017 IV ! 60.2( 96.9) DMG 133.26701117.0170J06/07/193511633 0.01 0.01 4.001 0.017 1 IV 1 60.3( 97.1) ------------------------- EARTHQUAKE SEARCH RESULTS ------------------------- Page 11 1 I I I TIME I I I SITE ISITEI APPROX. FILET LAT. I LONG. I DATE I (UTC) IDEPTHIQUAKEI ACC. I MM I DISTANCE CODE[ NORTH I WEST I I H M Sect (km)I MAG.1 g JINT.1 mi [km] _-----------+--------+----------+--------+-----+-----+-------+----+------------ GSP 134.36101118.6570101/29/20021055328.91 14.01 4.201 0.018 I IV 1 60.5( 97.4) GSP 134.32601118.6980101/17/19941233330.71 9.01 5.601 0.039 1 v 1 60.7( 97.7) DMG 134.10001116.8830110/24/193511452 0.01 0.01 4.501 0.022 C IV 1 60.8( 97.8) Page 12 12126.001 EQ Search DMG 134.10001116.8830110/24/193511451 0.01 0.01 4.501 0.022 1 IV 1 60.8( 97.8) DMG 134.10001116.8830110/24/193511527 0.01 0.01 4.001 0.017 1 IV 1 60.8( 97.8) GSG 134.30401118.7220101/17/19941221922.31 10.01 4.001 0.017 1 IV 1 60.9( 98.0) GSP 134.37701118.6490104/27/1997[110928.41 15.01 4.801 0.025 1 V 1 60.9( 98.0) GSP 134.17801116.9220106/28/19921170131.91 13.01 4.701 0.024 1 V 1 61.0( 98.1) GSP 132.90001118.0070106/20/20091010030.61 14.01 4.101 0.017 1 Iv 1 61.0( 98.1) GSP 133.50001116.8620111/17/20081123542.01 12.01 4.101 0.017 1 IV 1 61.0( 98.1) DMG 134.18001116.9200101/16/19301 034 3.61 0.01 5.101 0.029 1 v 1 61.1( 98.4) DMG 134.18001116.9200101/16/19301 02433.91 0.01 5.201 0.031 1 V 1 61.1( 98.4) GSP 134.06901118.8820105/02/20091011113.71 14.01 4.401 0.020 1 Iv 1 61.4( 98.9) GSP 134.36901118.6720104/26/19971103730.71 16.01 5.101 0.029 1 V 1 61.5( 99.0) DMG 134.48501118.5210107/16/19651 74622.41 15.11 4.001 0.016 1 IV 1 61.5( 99.0) GSP 134.30401118.7370101/19/19941091310.91 13.01 4.101 0.017 1 IV 1 61.6( 99.1) DMG 134.26701116.9670108/29/19431 51630.01 0.0[ 4.001 0.016 1 IV 1 61.8( 99.5) DMG 134.26701116.9670108/29/19431 34513.01 0.0[ 5.501 0.036 1 V 1 61.8( 99.5) DMG 134.26701116.9670J08/29/19431 35754.01 0.01 4.001 0.016 1 IV 1 61.8( 99.5) -END OF SEARCH- 549 EARTHQUAKES FOUND WITHIN THE SPECIFIED SEARCH AREA. TIME PERIOD OF SEARCH: 1800 TO 2018 LENGTH OF SEARCH TIME: 219 years THE EARTHQUAKE CLOSEST TO THE SITE IS ABOUT 2.4 MILES (3.9 km) AWAY. LARGEST EARTHQUAKE MAGNITUDE FOUND IN THE SEARCH RADIUS: 7.0 LARGEST EARTHQUAKE SITE ACCELERATION FROM THIS SEARCH: 0.188 g COEFFICIENTS FOR GUTENBERG & RICHTER RECURRENCE RELATION: a -value= 3.607 b-value= 0.811 beta -value= 1.868 ------------------------------------ TABLE OF MAGNITUDES AND EXCEEDANCES: ------------------------------------ Earthquake I Number of Times I Cumulative Magnitude I Exceeded I No. / Year -----------+-----------------+------------ 4.0 549 I 2.51835 4.5 204 I 0.93578 5.0 1 71 I 0.32569 5.5 24 1 0.11009 6.0 15 I 0.06881 6.5 5 1 0.02294 7.0 2 1 0.00917 Page 13 Design Maps Detailed Report Page 1 of 6 USGS Design Maps Detailed Report ASCE 7-10 Standard (33.77551°N, 117.86965°W) Site Class D - "Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss) and 1.3 (to obtain Si). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 ' Ss = 1.478 g From Figure 22-2 « S, = 0.540 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site -specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class vs N or Na, su A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w >- 40%, and • Undrained shear strength s. < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s 1lb/ft2 = 0.0479 kN/m2 https:Hprod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 Design Maps Detailed Report Page 2 of 6 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCER) .................. Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period Ss <- 0.25 Ss = 0.50 Ss = 0.75 Ss = 1.00 Ss >- 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of Ss For Site Class = D and Ss = 1.478 g, Fa = 1.000 Table 11.4-2: Site Coefficient F, Site Class Mapped MCER Spectral Response Acceleration Parameter at 1-s Period S,<-0.10 S,=0.20 S,=0.30 S,=0.40 S,>-0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.540 g, F„ = 1.500 https://prod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 Design Maps Detailed Report Page 3 of 6 Equation (31.4 1): S� = Fso - 1 000 x 1.473 = 1.473 g Equation (31.42): S.,= AS, =1.500 x 0.590=0.310a Section 11.4.4 — Design Spectral Acceleration Parameters Equation (31.43): Sg=96S�=%x1.4]3=o.935a Equation (31.4-4): So,=96S.,=9Gx0810-o.540a Section 11.4.5 — Design Response Spectrum From Figure 99-19"' T, = 3 semnds Figure 114-1 Design ResponseSoper ur, T R,: Sr=Sy (OA40a T/Ta ) �_G955� To5T51p5:5.=Su Ta T,:S.=SgT,/T+ T,-0110 R-0549 �I �/ di Hpmd61-earthquake ornagspov/deslpnmaps/us/report php9@mpla@=minimal&latitude-33 ]]55658,1 10/25/2018 Design Maps Detailed Report Page 4 of 3 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCE,J Response Spectrum The ACE. Response spe¢mm Is determined by multiplying the design response ryectum above by ro-urm R-0549 GGIG � modHprod0l earthquake ornags gov/deslgnmapsNs/report php9@mpla@=minimal&IatlWtle-33]]55o58,1 10/25/2018 Design Maps Detailed Report Page 5 of 6 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 "1 PGA = 0.530 Equation (11.8-1): PGA, = F,S PGA = 1.000 x 0.530 = 0.53 g Site Class Table 11.8-1: Site Coefficient FPGA Mapped MCE Geometric Mean Peak Ground Acceleration, PGA PGA <- PGA = PGA = PGA = PGA >- 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.530 g, F,�a = 1.000 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17 r51 CRS = 1.036 From Figure 22-18[61 CR1 = 1.070 https://prod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 Design Maps Detailed Report Section 11.6 — Seismic Design Category Page 6 of 6 Table 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter VALUE OF SDs RISK CATEGORY I or II III IV SDs < 0.167g A A A 0.167g <_ SDs < 0.33g B B C 0.33g <_ SDs < 0.509 C C D 0.509 <_ SDs D D D For Risk Category = I and Sos = 0.985 g, Seismic Design Category = D Table 11.6-2 Seismic Design Cateqory Based on 1-S Period Response Acceleration Parameter VALUE OF SDI RISK CATEGORY I or II III IV SDI < 0.067g A A A 0.067g <_ SDI < 0.133g B B C 0.133g <_ SDI < 0.20g C C D 0.20g <_ SDI D D D For Risk Category = I and So, = 0.540 g, Seismic Design Category = D Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1.pdf 2. Figure 22-2: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 12. pdf 4. Figure 22-7: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 17. pdf 6. Figure 22-18: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 18. pdf https://prod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix C. Preliminary Hydrology and Hydraulics Study & Water Quality Management Plan City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. PRELIMINARY HYDROLOGY AND HYDRAULICS STUDY for MainPlace Mall, Santa Ana, CA 2800 North Main St. Santa Ana, CA 92705 April 18, 2019 Prepared for: Centennial 8750 North Central Expressway, Suite 1740 Dallas, Texas 75231 (972) 888-8000 Prepared by: Kimley»>Horn 765 The City Drive, Suite 200 Orange, CA 92868 (714) 939-1030 KHA Project # 194021001 © 2019 Kimley-Horn and Associates, Inc. Kimley>»Horn TABLE OF CONTENTS Narrative Sections 1. Background 2. Existing (Predevelopment) Conditions 3. Proposed (Post -development) Conditions 4. Hydrologic and Hydraulic Design Criteria 5. Conclusions 6. CEQA Thresholds Appendix Sections A. Hydrology Exhibits 1. Drainage Area Map— Existing Condition 2. Drainage Area Map — Proposed Condition B. Drainage Calculations 1. Rational Method Existing Peak Flow Calculations (100-yr) 2. Rational Method Proposed Peak Flow Calculations (100-yr) 3. Flowmaster Pipe Calculations C. FIRM and FIRMETTE Page 2 of 14 Kimley>»Horn 1. Background MainPlace Mall has evolved over several decades, from the original Fashion Square to the present mall of approximately 1,130,000 square feet of commercial uses. In 1983, the project was revised from an open-air mall to allow for an enclosed mall with additional office and hotel development allowed in addition to the retail uses. At that time an Environmental Impact Report was prepared and certified for the full build -out of that entitlement. Additional entitlements in in 2000 revised the allowable land uses established in 1983. The site currently consists of approximately 49.04 acres, with private internal driveways and infrastructure and a ring road (Mainplace Drive) that is a public right-of-way. The site has long been planned for further development, and existing entitlements allow the development of up to 1,500,000 square feet of office, well as hotels and additional retail. The current owner wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. This diverse mixture of uses fulfils the purpose of the General Plan's District Center land use by adding residential uses in a mixed -use setting. The existing mall is divided into eight parcels based on recorded Parcel Map 99-152. The present mall includes 1,130,000 square feet of retail uses within an enclosed mall building. The vesting tentative parcel map approved in 2000 provided for up to 1,600,000 square feet (1,509,255 square feet were developed at that time) of retail, cinema, and restaurant uses, 1,500,000 square feet of office, and 400 hotel rooms. Under the 2000 tentative parcel map, the maximum retail development continued to be 1,600,000 sf. The new owners of the mall wish to modernize the mall in keeping with mixed -use development principles. Table 1 below outlines the originally approved uses in 1983, revised uses approved in 2000, and the currently proposed uses: Page 3 of 14 Kimley>»Horn Table 1 Existing and Proposed Entitlement Summary Land Use Original Approval - 1983 2000 Parcel Current i &MapmJLProposal Retail so 1,600,000 sf 1,600,000 sf 1,400,000 sf good 1,500,000 sf 1,500,000 sf 1,200 rooms •00 units The current proposed Specific Plan defines two zoning categories: the mixed -use zone, and the commercial core zone. Both zones allow for a wide range of uses. The commercial core zone is comprised mostly of the area of the existing mall and surrounding ring road along with portion of the existing surface parking lot west of the existing mall building. A specific subdivision configuration has been determined based largely on the footprint of the existing mall and parking structured and the surrounding property boundaries. Table 2 below outlines the parcel sizes and zone for each parcel: Table 2: Parcel Sizes and Zones Parcel Area (Acres) Zone 1 Mixed Use 2 Mixed Use 3 Mixed Use 4 Mixed Use 5 Mixed Use 6 Commercial Core 7 Mixed Use 8 Mixed Use 9 Mixed Use 10 Mixed Use Not a Part Commercial Core Page 4 of 14 Kimley>»Horn *Note: Parcel 6 Includes the existing mall building. The Not a Part parcel includes the existing JC Penney property and is not a part of the parcel map subdivision, but is a part of the Specific Plan 2. Existing (Predevelopment) Conditions and Infrastructure Regional Drainage Context: The City of Santa Ana owns and maintains an extensive network of storm drain infrastructure, primarily storm drain mains manhole, and catch basins, throughout the City of Santa Ana. The City system connects to the County of Orange storm drain mains, creeks, and rivers at various locations. Portions of the City drain to the Santa Ana River Watershed and others drain to the San Diego Creek watershed. Both watersheds are regionally significant. MainPlace Mall is tributary to both Santiago Creek (County drain E08), which lies south of the south leg of Mainplace Drive along the Project frontage and the Santa Ana River (County drain E01), which lies west of the site, across Interstate 5. Santiago Creek is part of the Santa Ana River watershed and discharges to the Santa Ana River about one mile west of the Mall. The Santa Ana River drains south to the Pacific Ocean. Areas tributary to Santiago Creek are subject to hydomodification analysis. Areas tributary to Santa Ana River directly are not subject to hydromodification analysis. Flood Zone: The Mall lies within Zone X, which is outside the 100-year floodplain. Zone X is achieved in this area through the presence of levees alongside Santiago Creek. A small portion of the south edge of the south leg of Mainplace Drive lies within Zone AE, but the Zone AE designation does not extend to the Mall site. In the existing condition, the site consists of an approximately 1,130,000 square foot building and three multilevel parking structures. The site is paved and mostly drains to the west, with some areas draining to the east. (Refer to Appendix) City Master Plan of Drainage: The City's 2016 Master Strom Drain Plan (Plan) identifies drainage system deficiencies and project throughout the City. The Plan is organized into several separate watersheds. The Mall falls within the Santa Ana Watershed and is a part of subarea 8 within the watershed. The hydraulic model accompanying the plan indicates no deficiencies in the City's drainage system. No pipe or street sizes are recommended for adjustment. One catch basin in Mainplace Drive is listed as potentially undersized. Form a flood control perspective, based on the Plan, no significant drainage deficiencies are anticipated. In general, the proposed development is unlikely to increase flows above the existing developed condition; therefore, the findings in the Plan that relate to the existing Mall should be relevant to the proposed Project. Page 5 of 14 Kimley>»Horn Existing Local Infrastructure: The site generally drains to three separate storm drain syste ms: Main Street Strom Drain System: The City owns and maintains an existing 36" to 42" diameter storm drain pipe in Main Street, immediately east of Mainplace Mall. The pipe drains from north to south and discharges into Santiago Creek. Mall drainage, other private development drainage, and City street drainage are commingled in this drain. Caltrans South Drainage System: When Caltrans widened Interstate 5 and State Route 22 for the 5/22 interchange project, it replaced a significant amount of local City drains with Caltrans drains within Caltrans right-of-way. Included is a small local storm drain network that drains southerly to Santiago Creek. This system commingles City drainage, Caltrans drainage from the northbound Interstate 5 lanes, and drainage from a portion of the mall. Caltrans North Drainage System: Caltrans owns and maintains a substantial amount of drainage infrastructure for the 5/22 interchange project, with significant pipes, channels, and box culverts. The Caltrans north drainage system accepts local street drainage, private development drainage, including from Mainplace Mall, and freeway mainline and interchange drainage. This system discharges directly to Santa Ana River at the State Route 22 bridge over the River. Existing Site Infrastructure and drainage pattern: The site is served by an existing storm drain system discharging to six different locations. On -site drains range in size from 12" to 30" diameter. A storm drain system in the on -site ring road primarily accommodates drainage from the existing mall building. The site surface lots generally drain away from the mall building toward Mainplace Drive on the west and north sides of the Mall and toward Main Street on the east side of the mall. A more detailed description of drainage patterns and connection points follows: Discharge Point A (CP-A): Approximately 19.2 acres of the site, including the mall building, drains into the existing on -site loop road storm drain and into an existing 30" City reinforced concrete pipe (RCP) that runs northwest under Mainplace Drive. The City RCP discharges into the adjacent Caltrans North drainage system. Discharge Point B (CP-B): Approximately 11.2 acres of the northwest portion of the site, including most of the two existing parking structures in the northwest quadrant, drains to an existing 30" City RCP that runs northwest under Mainplace Drive. The City RCP Page 6 of 14 Kimley>»Horn also accommodates drainage form the Mainplace Drive right-of-way and discharges into the adjacent Caltrans North drainage system. Discharge Point C (CP-C): Approximately 11.7 acres of the North-east portion of the site (Ex-C1, Ex-C2), including surface parking and a portion of the existing Macy's building, drains to a series of on -site inlets and drainage pipes. This portion of the private drainage system discharges to the Main Street storm drain system. Discharge Point D (CP-D): Approximately 7.2 acres of the site, comprising the south- west parking lot (Ex-D1), drains to an existing on -site catch basin that connects to the existing 30" City RCP. This RCP runs west under Mainplace Drive, accommodates additional drainage from the Mainplace Drive right-of-way, and discharges to the Caltrans South drainage system. Discharge Point E (CP-E): The existing easterly parking structure, approximately 3.6 acres, drains to existing on -site inlets and drains. This portion of the private drainage system discharges to the Main Street storm drain system. Discharge Point E2 (CP-E2): A portion of the on -site loop road, approximately 1.2 acres drains to a City storm drain system in Broadway. The Broadway storm drain runs from north to south and discharges directly into Santiago Creek. 3. Proposed (Post -development) Conditions In the proposed condition, drainage will flow away from the proposed and existing buildings and into one of several low points across the site. The existing private storm drain infrastructure in the existing on -site ring road will largely remain in use. New inlets will tie into the existing on -site private storm drain lines as each phase comes online. Approximately 580' of offsite storm drain extension in Mainplace Drive will be potentially be required to reroute flow around a proposed building at the west side of the mall. In order to maintain the historical drainage pattern, the connection points will remain unchanged. The site drainage system in the proposed condition will be designed to approximately maintain the size of the existing drainage tributary areas conveyed the existing storm drain discharge points. The on -site drains will connect directly to City drains, not directly to the Caltrans drainage system, nor directly to Santiago Creek. Only City review of the proposed drainage will be required, according to the City. Page 7 of 14 Kimley>»Horn 4. Hydrologic and Hydraulic Design Criteria Hydrologic Design Criteria A 100-year storm event was used to model the peak flow rates since the existing storm drain systems are modeled using the 100-year storm as a design criterion. Soil type B underlies the Site. The developed "DMA" areas are modeled at 90% impervious. AES software was used to determine both the existing and proposed condition peak flow rates. The site was modeled by adding area to the main line at the mainline TC rather than modeling all connections as confluences. Pipe Hydraulic Design Criteria Hydraulic calculations were performed for the main storm drain pipes utilizing Flowmaster, developed by Bentley. The software utilizes Manning's equation to determine acceptable friction slopes for design. The downstream hydraulic grade lines are based on hydraulic grades lines depicted on the City as-builts are low enough to utilize Flowmaster estimate pipe sizes. An allowable friction slope of 0.3% was used to keep the hydraulic grades below ground surface. Catch basins will be sized to accommodate the 100-year storm (see appendix 5). Underground storm drains should be sized to accommodate the 10-year storm event with a water surface below top of curb as outlined in the Orange County Local Drainage Manual Allowable Connection Flow Rates The proposed flow rate at the existing confluence points will not exceed the existing Q100 flow rate for each drainage area by more than 5%. This is consistent with the hydromodification criteria listed in the Orange County Technical Guidance Document for Water Quality Management Plans. For individual projects, the future individual hydrology studies should demonstrate that the flow rates do not exceed the flow rates in this master plan study by more than 5%. The subarea peak flow rates should be used for this comparison, not the main line added flow rates. 5. Conclusions A comparison table of the allowable and proposed flow rates follows: Drainage Area 100-Year Storm Existing Condition 100-Year Storm Proposed Condition Difference Discharge A 83 CFS 82 CFS -1.2% Discharge B 42 CFS 43 CFS +2.4% Page 8 of 14 Kimley>»Horn Discharge C 58 CFS 59 CFS +1.7% Discharge D 29 CFS 29 CFS 0% Discharge E 21 CFS 21 CFS 0% Total 233 CFS 234 CS 0.4% Discharge areas A and B drain toward the Santa Ana River, which is not a facility that is not susceptible to hydromodification. The combined flows from A and B are the same as the existing condition. Areas C, D, and E, which drain to the hydromodification- susceptible Santiago Creek collectively have a collective 0.9% increase (less than the allowable increase of 5%), which meets the County hydromodification criteria. In addition, the pipes will be sized according to the table below based on the pipe hydraulic calculations. The flowrate tributary to a pipe size should not exceed the tabulated values listed below without more detailed study: Table 2: Pipe Hydraulics Table Pipe Size Material Capacity at 0.3% Friction Slope 12" HDPE (n=0.011) 2.3 CFS 18" HDPE (n=0.011) 6.8 CFS 24" HDPE (n=0.011) 14.6 CFS 30" HDPE (n=0.011) 26.6 CFS 36" HDPE (n=0.011) 43.2 CFS 42" HDPE (n=0.011) 65.1 CFS 48" HDPE (n=0.011) 93.0 CFS At this time, since there is not precise site plan, the pipe locations have not been determined. The table above provides guidance for future project. More detailed hydraulics analyses will be required once precise site plans are determined. 6. CEQA Threshold Analysis The following standard CEQA thresholds are applicable to hydrology and drainage: Threshold (c) Would the project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off -site? (CEQA Environmental Checklist: Hydrology and Water Quality): No streams or channels are affected by the Project. The proposed drainage system and pattern largely matches the existing system and pattern. Sediment Page 9 of 14 Kimley>»Horn yield from the site will remain unchanged since the existing condition is a developed site. Threshold (d) Would the project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off -site? (CEQA Environmental Checklist: Hydrology and Water Quality) No streams or channels are affected by the Project. The proposed drainage system and pattern largely matches the existing system and pattern. The City, in its Master Plan of Drainage, analyzed potential drainage system deficiencies throughout the City of Santa Ana. No deficiencies were listed near the Project site. Since the proposed development does not increase the overall runoff rates substantially, less than 5%, the site should not contribute to on -site or off -site flooding. Threshold (e) Would the project create or contribute runoff water which would exceed the capacity of existing or planned storm water drainage systems or provide substantial additional sources of polluted runoff? (CEQA Environmental Checklist: Hydrology and Water Quality) The proposed drainage system and pattern largely matches the existing system and pattern. The City, in its Master Plan of Drainage, analyzed potential drainage system deficiencies throughout the City of Santa Ana. No deficiencies were listed near the Project site. Since the proposed development does not increase the overall runoff rates substantially, less than 5%, the site should not contribute to exceeding existing storm water drainage systems. A programmatic Water Quality Management Plan (WQMP) has also been prepared for the Project. It outlines the Best Management Practices (BMPs) that will limit stormwater runoff pollution to the maximum extent practicable per the Orange County Technical Guidance Manual. Low Impact Development (LID) BMPs will be utilized on -site, including stormwater infiltration where feasible and biofiltration where infiltration is infeasible. Since the existing developed site does not include and stormwater BMPs currently, the Project will improve stormwater through its use of BMPs. Threshold (g) Would the project place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? (CEQA Environmental Checklist: Hydrology and Water Quality) Page 10 of 14 Kimley>»Horn The site is located in Flood Zone X and outside of the 100-year floodplain. Threshold (h) Would the project place within a 100-year flood hazard area structures which would impede or redirect flood flows? (CEQA Environmental Checklist: Hydrology and Water Quality) The site is located in Flood Zone X and outside of the 100-year floodplain. Threshold (i) Would the project expose people to structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? (CEQA Environmental Checklist: Hydrology and Water Quality) The Project is located outside of State DWR dam inundation zones. Threshold (j) Would the project result in inundation by seiche, tsunami, or mudflow? (CEQA Environmental Checklist: Hydrology and Water Quality) The Project is located outside seiche, tsunami, and mudflow zones. Page 11 of 14 Kimley>»Horn APPENDIX A Existing and Proposed Hydrology Maps Page 12 of 14 Kimley>»Horn APPENDIX B Hydrology and Hydraulic Calculations Page 13 of 14 Kimley>»Horn APPENDIX C FIRM AND FIRMETTE Page 14 of 14 Kimley�>>Horn APPENDIX A Existing and Proposed Hydrology Maps Page 12 of 14 U C W - 0 0 0 0 x E Y 0 0 m J I • I`�� I� I �_ I i I i i n I t � .. = I \ 15 4 - r o-------------- ° / ° IDC • - - - - - - - -° - - - - - 7 - - ©- - - - - - - ° - - - - - - - - - - - - Lp I------------- O LEGEND ;"� lill'!IIIIIIIIIIIII iliillliilli��Ill�illil_� , i► it � �� . A Now i I 1:: v i" • ■ r l ��`��``�`��'� i�\`� ;�r`i�o- �-.cam_ � s ■ � � ' � Ila ON I raw \ \ /! /\� J rim ?-' �� \_'� r ` �� /=`� �►, ��l�� ; X-tl 165 EX-# AC CP-# Q100= C FS Q10=CFS % 121 FLOW LINE DRAINAGE AREA BOUNDARY EXISTING STORM DRAIN DRAINAGE AREA NAME TOTAL ACREAGE DISCHARGE POINT AES NODE Basin# A(acres) Qio(cfs) 0.100(�,i EX -Al 3.54 11.7 17.9 EX-A2 1.31 4.8 5.5 EX-A3 2.24 8.1 12.4 EX-A4 1.91 6.9 19.6 EX-A5 3.54 12.5 10.6 EX-A6 2.82 10.2 15.6 EX-A7 1.98 7.2 11.0 EX-A8 1.15 4.2 6.4 EX-A9 0.70 2.5 3.9 Discharge "A" 19.19 51.5 83.1 EX-B1 4.04 10.2 15.8 EX-B2 2.3 8.3 12.8 EX-B3 1.1 4.0 6.1 EX-B4 0.78 2.6 4.0 OF-B1 1.31 2.3 3.7 OF-B2 1 1.69 3.3 5.2 Discharge "B" 11.22 26.7 41.5 EX-Cl 1.88 6.8 10.4 EX-C2 2.09 7.6 11.6 EX-0 1.33 4.5 6.9 EX-C4 2.4 7.6 11.6 EX-05 3.17 11.3 17.2 OF-Cl 0.78 1.8 2.8 Discharge "C" 11.65 36.4 57.5 EX-D1 5.91 2.2 24.5 OF -DI 0.56 1.5 2.3 OF-D2 0.77 1.6 2.5 Discharge "D" 7.24 18.5 28.9 EX -El 3.62 1 10.0 1 15.7 EX-E2 1.22 1 3.2 1 5.1 Z 0 GRAPHIC SCALE IN FEET 0 40 80 160 } m w Q 0 z O ol I I I I I I Izl 00 00 cc 00 U 00 z � OU W DO � wi a_ o O Q 0 0 In o U. / \ Q z X D. 0 O Q O a w z O ~ W Elf O J o cn � Y i > Y } � m U o w N w z = o -n rz -n Q Z J o ¢ w c z O wQ0N z � o CD J o W U � J w H a 0 z w\ 0-)O u o wo n O Ir N El 0 Q \ a > t] � o m W w Y Q Q w o o U �w V Z � �Q/ Q �� Q V w Z0� F.. Q v_) w W Q U U r J w Z J } Q M N LL Z U Lo o Z w X J � W a~ Q 0- H w Q w Z Zav<o Z Lu W 0 z Q z Z O Q W 00 00 Q U z Q SHEET NUMBER 1 U 0 .2 0 0 W c 0 c 0 E Y 0 O m a 0 W Qt W °m 160 o 430' o N E Y r OF-D2 f a 0.77 f o v ch / / f o / ff O 0 f 0 O c 'o s ; ' / i f f �♦ DA-D2 / 2.12 S m\ ♦ �410 o vEo ° 440 CP-D 1 400 \ . i j' I// / �� Q100=29.1 �♦ / Q10=19.0 u+ 41t - d _° Q2=10.5 m n i V 401-� 1 DA-D1 , X O o = m I•Y / OF-D1 .p / c 1 0 M m 0.56 c , X 'a mm mm mm mm NO Irl i �I Ly 421 ° I420 I. I 0 i4 �I � I w c i \ - ----_-----------_---------------- Y ° - - W e CP-E5 1 91 14 m Q, 00= 4.2 �a 9a 4 I r E Q10= 2.7 I a a a n o -- > ' Q2=1.5 o ►--►--►--► I t � 1 i ✓ \ r = DA-E5 r N I I 1.05 2`o 1_1 TI �aa4 o d 1 1 1 ! 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' I 1 ►--►--►--►--►--►-- 1, 301 1 rDA-A5 I 1 - BEDFORD 110 1 310 / Ii 1 3.63 1 L I 1 250 ' 1 r_� 1 a 1 1 DA-C2 320 1.2 F I I ♦,v i to °i I l . 1 1rn 1 1 1 331 ° 1 1 1 S S 340 I� l - _ _ I350 DA-05 1A N -I �- 1 3.53 1�111 I 1 DA-C4 DA-E1 I 1 1 2.67 ► -r 510 I 3.61 Lu W 1 1 1 / 330 ILL cn llll I I I 521 rrr351 ------/----S--5AS-- ---$- --- _- - - _- ---- _-_ - - - CP-El - - - - - - - - - - - - -1^ Q100=60.9 GAS 1010 --Qt =37.5 Q2=53 - Q-20.0 ---------------------- - _ - MAIN STREET----- ° ------- r -,-� -- ------ =n© �- -- -----------------------_____l _____________---- ° FLOW LINE DRAINAGE AREA BOUNDARY EXISTING STORM DRAIN S� PROPOSED STORM DRAIN DA-# DRAINAGE AREA NAME AC TOTAL ACREAGE CP-# DISCHARGE POINT Qt oo= XXX� HYDROLOGY MODEL NODE NUMBER Basin A (acres) Qio (cfs) Q100(CIS) DA-Al 2.29 8.3 12.6 DA-A2 1.31 4.8 7.3 DA-A3 2.75 10.0 15.2 DA-A4 1.91 6.9 10.6 DA-A5 3.63 13.2 20.1 DA-A6 2.82 10.2 15.6 DA-A7 1.98 7.2 11.0 DA-A8 1.22 4.3 6.6 DA-A9 1.67 6.1 9.3 Discharge"A" 19.58 47.9 81.6 DA-B1 3.99 12.6 19.5 DA-B2 2.96 10.7 15.7 DA-B3 1.22 4.4 6.7 OF-B1 1.31 2.3 3.7 OF-B2 1.33 2.9 4.6 Discharge "B" 10.81 29.8 46.5 DA-Cl 0.77 2.8 4.3 DA-C2 2.09 7.6 11.6 DA-0 3.57 12.2 18.6 DA-C4 2.67 9.7 14.8 DA-05 3.53 12.1 19.6 Discharge "C" 12.63 37.5 60.9 DA-D1 2.42 8.8 13.4 DA-D2 2.12 7.7 11.8 OF-D1 0.56 1.5 2.3 OF-D2 0.77 1.6 2.5 Discharge "D" 5.87 19.0 29.1 DA-El 3.61 1 10.0 15.6 DA-E4 0.11 0.4 0.6 DA-ES 1.05 2.7 4.2 NOTE: FLOW PATHS AND DRAINAGE AREAS ARE APPROXIMATE. z 0 GRAPHIC SCALE IN FEET 0 40 80 160 z 0 IzI a Z z m O ¢ w z o w N z o CD o W o U � J w a 0 z wo 0-) 0 u 0- wo In EN a } > o o\ o > ° � w o _ 0) \ Y Q Q w U w � s ^o o U I..L Q W W U) L.I_ OQ 0. LLJ O CD Q Vz_` W U Q ^J w I..L D Z J } Q M N LL Z w ozwx J�wai- M r W Q Lu Z Zav<o Z z Lu W 0 Z z z z o Q W r U z Q In SHEET NUMBER 2 Kimley�>>Horn APPENDIX B Hydrology and Hydraulic Calculations Page 13 of 14 Worksheet for 12" Pipe Project Description Friction Method Manning Formula Solve For Full Flaw Capacity Input Data Roughness Coefficient 0.012 Channel Slope 0.00300 ft/ft Normal Depth 1.00 ft Diameter 12.00 in Discharge 2.11 ft3/s Results Discharge 2.11 ft3/s Normal Depth 1.00 ft Flaw Area 0.79 ft' Wetted Perimeter 3.14 ft Hydraulic Radius 0.25 ft Top Width 0.00 ft Critical Depth 0.62 ft Percent Full 100.0 % Critical Slope 0.00598 ft/fi Velocity 2.69 ft/s Velocity Head 0.11 ft Specific Energy 1.11 ft Froude Number 0.00 Maximum Discharge 2.27 ft3/s Discharge Full 2.11 ft3/s Slope Full 0.00300 ft/ft Flaw Type SubCritical GVF Input Data _ Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 9:37:22 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 12" Pipe GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 1.00 ft Critical Depth 0.62 ft Channel Slope 0.00300 ftAt Critical Slope 0.00598 ftAt Bentley Systems, Inc. Haestad Methods SolBmotlaytlfthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 9:37:22 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for 18" Pipe Project Description Friction Method Manning Formula Solve For Full Flaw Capacity Input Data Roughness Coefficient 0.011 Channel Slope 0.00300 ft/ft Normal Depth 1.50 ft Diameter 18.00 in Discharge 6.80 ft3/s Results Discharge 6.80 ft3/s Normal Depth 1.50 ft Flaw Area 1.77 ft' Wetted Perimeter 4.71 ft Hydraulic Radius 0.38 ft Top Width 0.00 ft Critical Depth 1.01 ft Percent Full 100.0 % Critical Slope 0.00476 ft/fi Velocity 3.85 ft/s Velocity Head 0.23 ft Specific Energy 1.73 ft Froude Number 0.00 Maximum Discharge 7.31 ft3/s Discharge Full 6.80 ft3/s Slope Full 0.00300 ft/ft Flaw Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:17:59 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 18" Pipe GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 1.50 ft Critical Depth 1.01 ft Channel Slope 0.00300 ftAt Critical Slope 0.00476 ftAt Bentley Systems, Inc. Haestad Methods SolBmotlaytlfthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:17:59 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for 24" Pipe Project Description Friction Method Manning Formula Solve For Full Flaw Capacity Input Data i Roughness Coefficient 0.011 Channel Slope 0.00300 ft/ft Normal Depth 2.00 ft Diameter 24.00 in Discharge 14.64 ft3/s Results Discharge 14.64 ft3/s Normal Depth 2.00 ft Flaw Area 3.14 ft' Wetted Perimeter 6.28 ft Hydraulic Radius 0.50 ft Top Width 0.00 ft Critical Depth 1.38 ft Percent Full 100.0 % Critical Slope 0.00445 ft/fi Velocity 4.66 ft/s Velocity Head 0.34 ft Specific Energy 2.34 ft Froude Number 0.00 Maximum Discharge 15.75 ft3/s Discharge Full 14.64 ft3/s Slope Full 0.00300 ft/ft Flaw Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:18:55 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 24" Pipe GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.00 ft Critical Depth 1.38 ft Channel Slope 0.00300 ftAt Critical Slope 0.00445 ftAt Bentley Systems, Inc. Haestad Methods SolBmotlaytlfthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:18:55 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for 30" Pipe Project Description Friction Method Manning Formula Solve For Full Flaw Capacity Input Data - Roughness Coefficient 0.011 Channel Slope 0.00300 ft/ft Normal Depth 2.50 ft Diameter 30.00 in Discharge 26.55 ft3/s Results Discharge 26.55 ft3/s Normal Depth 2.50 ft Flaw Area 4.91 ft' Wetted Perimeter 7.85 ft Hydraulic Radius 0.63 ft Top Width 0.00 ft Critical Depth 1.76 ft Percent Full 100.0 % Critical Slope 0.00424 ft/fi Velocity 5.41 ft/s Velocity Head 0.45 ft Specific Energy 2.95 ft Froude Number 0.00 Maximum Discharge 28.56 ft3/s Discharge Full 26.55 ft3/s Slope Full 0.00300 ft/ft Flaw Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:19:25 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 30" Pipe GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.50 ft Critical Depth 1.76 ft Channel Slope 0.00300 ftAt Critical Slope 0.00424 ftAt Bentley Systems, Inc. Haestad Methods SolBmotlaytlfthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:19:25 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for 36" Pipe Project Description Friction Method Manning Formula Solve For Full Flaw Capacity Input Data - Roughness Coefficient 0.011 Channel Slope 0.00300 ft/ft Normal Depth 3.00 ft Diameter 36.00 in Discharge 43.17 ft3/s Results Discharge 43.17 ft3/s Normal Depth 3.00 ft Flaw Area 7.07 ft' Wetted Perimeter 9.42 ft Hydraulic Radius 0.75 ft Top Width 0.00 ft Critical Depth 2.14 ft Percent Full 100.0 % Critical Slope 0.00407 ft/fi Velocity 6.11 ft/s Velocity Head 0.58 ft Specific Energy 3.58 ft Froude Number 0.00 Maximum Discharge 46.44 ft3/s Discharge Full 43.17 ft3/s Slope Full 0.00300 ft/ft Flaw Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 36" Pipe GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.00 ft Critical Depth 2.14 ft Channel Slope 0.00300 ftAt Critical Slope 0.00407 ftAt Bentley Systems, Inc. Haestad Methods SolBmotlaytlfthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for 42" Pipe Project Description Friction Method Manning Formula Solve For Full Flaw Capacity Input Data i Roughness Coefficient 0.011 Channel Slope 0.00300 ft/ft Normal Depth 3.50 ft Diameter 42.00 in Discharge 65.12 ft3/s Results Discharge 65.12 ft3/s Normal Depth 3.50 ft Flaw Area 9.62 ft' Wetted Perimeter 11.00 ft Hydraulic Radius 0.88 ft Top Width 0.00 ft Critical Depth 2.53 ft Percent Full 100.0 % Critical Slope 0.00394 ft/fi Velocity 6.77 ft/s Velocity Head 0.71 ft Specific Energy 4.21 ft Froude Number 0.00 Maximum Discharge 70.05 ft3/s Discharge Full 65.12 ft3/s Slope Full 0.00300 ft/ft Flaw Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:20:25 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 42" Pipe GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.50 ft Critical Depth 2.53 ft Channel Slope 0.00300 ftAt Critical Slope 0.00394 ftAt Bentley Systems, Inc. Haestad Methods SolBmotlaytlfthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:20:25 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for 48" Pipe Project Description Friction Method Manning Formula Solve For Full Flaw Capacity Input Data Roughness Coefficient 0.011 Channel Slope 0.00300 ft/ft Normal Depth 4.00 ft Diameter 48.00 in Discharge 92.98 ft3/s Results Discharge 92.98 ft3/s Normal Depth 4.00 ft Flaw Area 12.57 ft' Wetted Perimeter 12.57 ft Hydraulic Radius 1.00 ft Top Width 0.00 ft Critical Depth 2.92 ft Percent Full 100.0 % Critical Slope 0.00384 ft/fi Velocity 7.40 ft/s Velocity Head 0.85 ft Specific Energy 4.85 ft Froude Number 0.00 Maximum Discharge 100.02 ft3/s Discharge Full 92.98 ft3/s Slope Full 0.00300 ft/ft Flaw Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Bentley Systems, Inc. Haestad Methods SolBtiofl9ytlrthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:20:51 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 48" Pipe GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 4.00 ft Critical Depth 2.92 ft Channel Slope 0.00300 ftAt Critical Slope 0.00384 ftAt Bentley Systems, Inc. Haestad Methods SolBmotlaytlfthwMaster V8i (SELECTseries 1) [08.11.01.03] 1/14/2019 11:20:51 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 MEA100.RES **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL EXISTING CONDITION * DISCHARGE AREA "A" * 100 YEAR STORM ************************************************************************** FILE NAME: MPA100.DAT TIME/DATE OF STUDY: 14:17 09/13/2018 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MEA100.RES WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 24-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-A5 + + **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.54 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 19.62 TOTAL AREA(ACRES) = 3.54 PEAK FLOW RATE(CFS) = 19.62 **************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 112.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MEA100.RES ELEVATION DATA: UPSTREAM(FEET) = 145.20 DOWNSTREAM(FEET) = 142.90 FLOW LENGTH(FEET) = 488.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 11.10 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 19.62 PIPE TRAVEL TIME(MIN.) = 0.73 Tc(MIN.) = 5.73 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 112.00 = 588.00 FEET. + + EX-A4 + + FLOW PROCESS FROM NODE 112.00 TO NODE 112.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.91 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.91 INITIAL SUBAREA RUNOFF(CFS) = 10.58 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.73 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.721 SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 9.78 EFFECTIVE AREA(ACRES) = 5.45 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.4 PEAK FLOW RATE(CFS) = 27.91 **************************************************************************** FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Page 3 MEA100.RES ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.90 DOWNSTREAM(FEET) = 142.00 FLOW LENGTH(FEET) = 306.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 8.89 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 27.91 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 6.31 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 113.00 = 894.00 FEET. + + EX-A3 + + **************************************************************************** FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 144.00 ELEVATION DATA: UPSTREAM(FEET) = 153.70 DOWNSTREAM(FEET) = 151.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.033 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.164 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.24 0.30 0.100 56 5.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.24 INITIAL SUBAREA RUNOFF(CFS) = 12.37 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.31 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.417 SUBAREA AREA(ACRES) = 2.24 SUBAREA RUNOFF(CFS) = 10.86 EFFECTIVE AREA(ACRES) = 7.69 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.7 PEAK FLOW RATE(CFS) = 37.28 **************************************************************************** FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< Page 4 MEA100.RES >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 139.10 FLOW LENGTH(FEET) = 878.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 7.59 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 37.28 PIPE TRAVEL TIME(MIN.) = 1.93 Tc(MIN.) = 8.23 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 114.00 = 1772.00 FEET. + + EX-A2 **************************************************************************** FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.31 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.31 INITIAL SUBAREA RUNOFF(CFS) = 7.26 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 8.23 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.649 SUBAREA AREA(ACRES) = 1.31 SUBAREA RUNOFF(CFS) = 5.45 EFFECTIVE AREA(ACRES) = 9.00 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 9.0 PEAK FLOW RATE(CFS) = 37.42 FLOW PROCESS FROM NODE 114.00 TO NODE 150.00 IS CODE = 41 Page 5 MEA100.RES >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ------------------------------------------------------------- -------------------------- ELEVATION DATA: UPSTREAM(FEET) = 139.10 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 152.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 7.62 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 37.42 PIPE TRAVEL TIME(MIN.) = 0.33 Tc(MIN.) = 8.57 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 150.00 = -------------- = 138.90 1924.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.57 RAINFALL INTENSITY(INCH/HR) = 4.55 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 9.00 TOTAL STREAM AREA(ACRES) = 9.00 PEAK FLOW RATE(CFS) AT CONFLUENCE = 37.42 + + EX-A7 + + **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc Page 6 MEA100.RES LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.98 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 10.97 TOTAL AREA(ACRES) = 1.98 PEAK FLOW RATE(CFS) = 10.97 FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 147.30 DOWNSTREAM(FEET) = 147.00 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 13.97 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.97 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 5.04 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 134.00 FEET. + + EX-A9 + + **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 208.00 ELEVATION DATA: UPSTREAM(FEET) = 183.00 DOWNSTREAM(FEET) = 175.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 0.70 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.70 INITIAL SUBAREA RUNOFF(CFS) _ Page 7 SCS Tc CN (MIN.) 56 5.00 MEA100.RES ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.04 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.159 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 3.86 EFFECTIVE AREA(ACRES) = 2.68 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.7 PEAK FLOW RATE(CFS) = 14.78 **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 145.00 FLOW LENGTH(FEET) = 154.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 8.37 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.78 PIPE TRAVEL TIME(MIN.) = 0.31 Tc(MIN.) = 5.35 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 = 288.00 FEET. + + EX-A8 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 107.00 ELEVATION DATA: UPSTREAM(FEET) = 154.00 DOWNSTREAM(FEET) = 153.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.018 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.175 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 1.15 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.15 INITIAL SUBAREA RUNOFF(CFS) _ Page 8 SCS Tc CN (MIN.) 56 5.02 6.36 MEA100.RES ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.35 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.954 SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 6.13 EFFECTIVE AREA(ACRES) = 3.83 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 20.42 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< --------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 145.00 DOWNSTREAM(FEET) _ FLOW LENGTH(FEET) = 620.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 6.50 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 20.42 PIPE TRAVEL TIME(MIN.) = 1.59 Tc(MIN.) = 6.94 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 124.00 = UI.il[.I.7y7�r1 + + EX-A6 + + FLOW PROCESS FROM NODE 124.00 TO NODE 124.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.82 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 Page 9 MEA100.RE5 SUBAREA AREA(ACRES) = 2.82 INITIAL SUBAREA RUNOFF(CFS) = 15.63 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.94 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.129 SUBAREA AREA(ACRES) = 2.82 SUBAREA RUNOFF(CFS) = 12.94 EFFECTIVE AREA(ACRES) = 6.65 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.6 PEAK FLOW RATE(CFS) = 30.52 FLOW PROCESS FROM NODE 124.00 TO NODE 150.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 140.30 DOWNSTREAM(FEET) = 138.90 FLOW LENGTH(FEET) = 201.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 9.71 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 30.52 PIPE TRAVEL TIME(MIN.) = 0.34 Tc(MIN.) = 7.28 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 150.00 = 1109.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.28 RAINFALL INTENSITY(INCH/HR) = 4.99 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 6.65 TOTAL STREAM AREA(ACRES) = 6.65 PEAK FLOW RATE(CFS) AT CONFLUENCE = 30.52 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 37.42 8.57 4.545 0.30( 0.03) 0.10 9.0 110.00 2 30.52 7.28 4.988 0.30( 0.03) 0.10 6.6 120.00 Page 10 MEA100.RE5 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 65.45 7.28 4.988 0.30( 0.03) 0.10 14.3 120.00 2 65.20 8.57 4.545 0.30( 0.03) 0.10 15.6 110.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 65.45 Tc(MIN.) = 7.28 EFFECTIVE AREA(ACRES) = 14.30 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 15.6 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 150.00 = 1924.00 FEET. FLOW PROCESS FROM NODE 150.00 TO NODE 160.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 138.90 DOWNSTREAM(FEET) = 137.20 FLOW LENGTH(FEET) = 101.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 13.33 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 65.45 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 7.41 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 160.00 = 2025.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 7.41 RAINFALL INTENSITY(INCH/HR) = 4.94 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 14.30 TOTAL STREAM AREA(ACRES) = 15.65 PEAK FLOW RATE(CFS) AT CONFLUENCE = 65.45 Page 11 MEA100.RES EX -Al + + **************************************************************************** FLOW PROCESS FROM NODE 140.00 TO NODE 141.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 266.00 ELEVATION DATA: UPSTREAM(FEET) = 155.20 DOWNSTREAM(FEET) = 148.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.889 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.634 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.54 0.30 0.100 56 5.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 17.85 TOTAL AREA(ACRES) = 3.54 PEAK FLOW RATE(CFS) = 17.85 **************************************************************************** FLOW PROCESS FROM NODE 141.00 TO NODE 160.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 137.20 FLOW LENGTH(FEET) = 809.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 5.68 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 17.85 PIPE TRAVEL TIME(MIN.) = 2.37 Tc(MIN.) = 8.26 LONGEST FLOWPATH FROM NODE 140.00 TO NODE 160.00 = 1075.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 Page 12 MEA100.RE5 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.26 RAINFALL INTENSITY(INCH/HR) = 4.64 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 3.54 TOTAL STREAM AREA(ACRES) = 3.54 PEAK FLOW RATE(CFS) AT CONFLUENCE = 17.85 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 65.45 7.41 4.939 0.30( 0.03) 0.10 14.3 120.00 1 65.20 8.69 4.507 0.30( 0.03) 0.10 15.6 110.00 2 17.85 8.26 4.640 0.30( 0.03) 0.10 3.5 140.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 82.49 7.41 4.939 0.30( 0.03) 0.10 17.5 120.00 2 83.14 8.26 4.640 0.30( 0.03) 0.10 18.7 140.00 3 82.54 8.69 4.507 0.30( 0.03) 0.10 19.2 110.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 83.14 Tc(MIN.) = 8.26 EFFECTIVE AREA(ACRES) = 18.74 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 19.2 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 160.00 = 2025.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 19.2 TC(MIN.) = 8.26 EFFECTIVE AREA(ACRES) = 18.74 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 83.14 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 82.49 7.41 4.939 0.30( 0.03) 0.10 17.5 120.00 2 83.14 8.26 4.640 0.30( 0.03) 0.10 18.7 140.00 3 82.54 8.69 4.507 0.30( 0.03) 0.10 19.2 110.00 ---------------------------------------------------------------------------- --------------------------------- END OF RATIONAL METHOD ANALYSIS Page 13 MEA100.RES Page 14 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL EXISTING CONDITION * DISCHARGE AREA "B" * 100 YEAR STORM ************************************************************************** FILE NAME: MPB100.DAT TIME/DATE OF STUDY: 15:14 09/13/2018 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD - 'USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint - 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE. - 'USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 29-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + I EX-B9 I + + **************************************************************************** FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 1 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 190.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 151.90 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.850 * 100 YEAR RAINFALL INTENSITY(INCH/HR) - 5.655 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.78 0.30 0.100 56 5.85 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) - 3.95 TOTAL AREA(ACRES) - 0.78 PEAK FLOW RATE(CFS) - 3.95 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 201.00 TO NODE 210.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 146.50 DOWNSTREAM(FEET) = 141.50 FLOW LENGTH(FEET) = 361.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 9.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) - 5.92 GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 3.95 PIPE TRAVEL TIME(MIN.) = 1.02 Tc(MIN.) = 6.87 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 210.00 = 551.00 FEET. + + EX-B3 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 153.50 DOWNSTREAM(FEET) = 152.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.10 INITIAL SUBAREA RUNOFF(CFS) = 6.10 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.87 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.159 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 5.08 EFFECTIVE AREA(ACRES) = 1.88 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.9 PEAK FLOW RATE(CFS) = 8.68 + + EX-B2 +------------------------------------------ ------------------------------+ Z ............................................................................ FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 206.00 ELEVATION DATA: UPSTREAM(FEET) = 183.00 DOWNSTREAM(FEET) = 175.00 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.30 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.30 INITIAL SUBAREA RUNOFF(CFS) = 12.75 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.87 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.159 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 10.62 EFFECTIVE AREA(ACRES) = 4.18 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 19.30 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 210.00 TO NODE 240.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 141.50 DOWNSTREAM(FEET) = 137.50 FLOW LENGTH(FEET) = 630.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 6.14 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 19.30 PIPE TRAVEL TIME(MIN.) = 1.71 Tc(MIN.) = 8.58 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 240.00 = 1181.00 FEET a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 240.00 TO NODE 240.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) - 8.58 RAINFALL INTENSITY(INCH/HR) = 4.54 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 4.18 TOTAL STREAM AREA(ACRES) = 4.18 PEAK FLOW RATE(CFS) AT CONFLUENCE - 19.30 + + OF-Bl ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 220.00 TO NODE 221.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 3 INITIAL SUBAREA FLOW-LENGTH(FEET) = 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 Tc - K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) - 0.55 TOTAL AREA(ACRES) - 0.10 PEAK FLOW RATE(CFS) - 0.55 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 221.00 TO NODE 240.00 IS CODE = 61 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 1000.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) - 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 "TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.32 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.29 HALFSTREET FLOOD WIDTH(FEET) = 8.22 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.46 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) - 0.43 STREET FLOW TRAVEL TIME(MIN.) = 11.39 Tc(MIN.) = 16.39 * 100 YEAR RAINFALL INTENSITY(INCH/HR) - 3.133 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.21 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) - 1.21 SUBAREA RUNOFF(CFS) - 3.38 EFFECTIVE AREA(ACRES) - 1.31 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) - 1.3 PEAK FLOW RATE(CFS) - 3.66 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.33 HALFSTREET FLOOD WIDTH(FEET) = 10.07 FLOW VELOCITY(FEET/SEC.) - 1.62 DEPTH*VELOCITY(FT*FT/SEC.) - 0.53 LONGEST FLOWPATH FROM NODE 220.00 TO NODE 240.00 = 1022.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 240.00 TO NODE 240.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) - 16.39 RAINFALL INTENSITY(INCH/HR) - 3.13 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) - 1.31 TOTAL STREAM AREA(ACRES) = 1.31 PEAK FLOW RATE(CFS) AT CONFLUENCE - 3.66 FAI ............................................................................ FLOW PROCESS FROM NODE 230.00 TO NODE 231.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 22.00 ELEVATION DATA: UPSTREAM(FEET) = 155.30 DOWNSTREAM(FEET) = 154.70 Tc - K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) - 0.55 TOTAL AREA(ACRES) - 0.10 PEAK FLOW RATE(CFS) - 0.55 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 231.00 TO NODE 240.00 IS CODE = 61 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 154.60 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 1200.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) - 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 "TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.10 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.28 HALFSTREET FLOOD WIDTH(FEET) = 7.55 AVERAGE FLOW VELOCITY(FEET/SEC.) - 2.25 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.62 STREET FLOW TRAVEL TIME(MIN.) = 8.89 Tc(MIN.) = 13.89 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.996 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.59 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.59 SUBAREA RUNOFF(CFS) = 4.89 EFFECTIVE AREA(ACRES) = 1.69 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.7 PEAK FLOW RATE(CFS) = 5.20 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.32 HALFSTREET FLOOD WIDTH(FEET) = 9.55 FLOW VELOCITY(FEET/SEC.) - 2.52 DEPTH*VELOCITY(FT*FT/SEC.) - 0.80 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 240.00 = 1222.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 240.00 TO NODE 240.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: 5 TIME OF CONCENTRATION(MIN.) - 13.89 RAINFALL INTENSITY(INCH/HR) - 3.45 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.69 TOTAL STREAM AREA(ACRES) = 1.69 PEAK FLOW RATE(CFS) AT CONFLUENCE - 5.20 " CONFLUENCE DATA " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 19.30 8.58 4.542 0.30( 0.03) 0.10 4.2 200.00 2 3.66 16.39 3.133 0.30( 0.03) 0.10 1.3 220.00 3 5.20 13.89 3.996 0.30( 0.03) 0.10 1.7 230.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS. " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 26.32 8.58 4.542 0.30( 0.03) 0.10 5.9 200.00 2 23.21 13.89 3.996 0.30( 0.03) 0.10 7.0 230.00 3 21.65 16.39 3.133 0.30( 0.03) 0.10 7.2 220.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) - 26.32 Tc(MIN.) - 8.58 EFFECTIVE AREA(ACRES) - 5.91 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.2 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 240.00 = 1222.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 240.00 TO NODE 260.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 137.50 DOWNSTREAM(FEET) = 137.00 FLOW LENGTH(FEET) = 71.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) - 7.57 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 26.32 PIPE TRAVEL TIME(MIN.) = 0.16 Tc(MIN.) = 8.73 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 260.00 = 1293.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) - 8.73 RAINFALL INTENSITY(INCH/HR) = 4.50 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) - 5.91 TOTAL STREAM AREA(ACRES) = 7.18 PEAK FLOW RATE(CFS) AT CONFLUENCE - 26.32 + + EX-Bl + + -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k -k I I I I I I I I I I I I I I I I I x x FLOW PROCESS FROM NODE 250.00 TO NODE 251.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 ELEVATION DATA: UPSTREAM(FEET) = 171.30 DOWNSTREAM(FEET) = 168.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.581 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.875 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.00 0.30 0.100 56 7.58 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) - 13.08 TOTAL AREA(ACRES) - 3.00 PEAK FLOW RATE(CFS) - 13.08 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 251.00 TO NODE 252.00 IS CODE = 51 »»>COMPUTE TRAPEZOIDAL CHANNEL FLOW««< »»>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 168.50 DOWNSTREAM(FEET) = 167.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 130.00 CHANNEL SLOPE = 0.0115 CHANNEL BASE(FEET) = 220.00 "Z" FACTOR = 99.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.377 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.04 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 15.12 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.38 AVERAGE FLOW DEPTH(FEET) = 0.05 TRAVEL TIME(MIN.) = 1.57 Tc(MIN.) - 9.15 SUBAREA AREA(ACRES) = 1.04 SUBAREA RUNOFF(CFS) = 4.07 EFFECTIVE AREA(ACRES) = 4.04 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.0 PEAK FLOW RATE(CFS) = 15.81 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) - 0.05 FLOW VELOCITY(FEET/SEC.) - 1.39 LONGEST FLOWPATH FROM NODE 250.00 TO NODE 252.00 = 430.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 252.00 TO NODE 260.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 137.00 FLOW LENGTH(FEET) = 318.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 13.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.09 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 15.81 PIPE TRAVEL TIME(MIN.) - 0.58 Tc(MIN.) - 9.73 LONGEST FLOWPATH FROM NODE 250.00 TO NODE 260.00 = 748.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) - 9.73 RAINFALL INTENSITY(INCH/HR) = 4.22 FA AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 4.04 TOTAL STREAM AREA(ACRES) = 4.04 PEAK FLOW RATE(CFS) AT CONFLUENCE - 15.81 " CONFLUENCE DATA " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 26.32 8.73 4.495 0.30( 0.03) 0.10 5.9 200.00 1 23.21 14.05 3.423 0.30( 0.03) 0.10 7.0 230.00 1 21.65 16.56 3.115 0.30( 0.03) 0.10 7.2 220.00 2 15.81 9.73 4.225 0.30( 0.03) 0.10 4.0 250.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 41.41 8.73 4.495 0.30( 0.03) 0.10 9.5 200.00 2 41.54 9.73 4.225 0.30( 0.03) 0.10 10.1 250.00 3 36.00 14.05 3.423 0.30( 0.03) 0.10 11.0 230.00 9 33.28 16.56 3.115 0.30( 0.03) 0.10 11.2 220.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) - 41.54 Tc(MIN.) - 9.73 EFFECTIVE AREA(ACRES) - 10.15 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 11.2 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 260.00 = 1293.00 FEET. -- -- -- -- -- -- -- -- END OF STUDY SUMMARY: -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - TOTAL AREA(ACRES) - 11.2 TC(MIN.) - 9.73 EFFECTIVE AREA(ACRES) - 10.15 AREA -AVERAGED Fm(INCH/HR)- 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) - 41.54 " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 41.41 8.73 4.495 0.30( 0.03) 0.10 9.5 200.00 2 41.54 9.73 4.225 0.30( 0.03) 0.10 10.1 250.00 3 36.00 14.05 3.423 0.30( 0.03) 0.10 11.0 230.00 9 33.28 16.56 3.115 0.30( 0.03) 0.10 11.2 220.00 END OF RATIONAL METHOD ANALYSIS 9 p RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL EXISTING CONDITION * DISCHARGE AREA "C" * 100 YEAR STORM ************************************************************************** FILE NAME: MPC100.DAT TIME/DATE OF STUDY: 15:36 09/13/2018 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD - 'USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint - 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE. - 'USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 29-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + I EX-Cl I + + **************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 21 1 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.88 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 10.42 TOTAL AREA(ACRES) = 1.88 PEAK FLOW RATE(CFS) = 10.42 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 301.00 TO NODE 310.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 148.00 DOWNSTREAM(FEET) = 147.00 FLOW LENGTH(FEET) = 251.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) - 13.26 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.42 PIPE TRAVEL TIME(MIN.) - 0.32 Tc(MIN.) - 5.32 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 310.00 = 351.00 FEET. + + EX-C2 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.09 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.09 INITIAL SUBAREA RUNOFF(CFS) = 11.58 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) - 5.32 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.974 SUBAREA AREA(ACRES) = 2.09 SUBAREA RUNOFF(CFS) = 11.18 EFFECTIVE AREA(ACRES) - 3.97 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.0 PEAK FLOW RATE(CFS) = 21.24 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 310.00 TO NODE 320.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< 2 »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 146.50 FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 12.02 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 21.24 PIPE TRAVEL TIME(MIN.) - 0.24 Tc(MIN.) - 5.56 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 320.00 = 526.00 FEET. + + EX-C3 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 152.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.561 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.822 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.33 0.30 0.100 56 5.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) - 1.33 INITIAL SUBAREA RUNOFF(CFS) - 6.93 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) - 5.56 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.823 SUBAREA AREA(ACRES) - 1.33 SUBAREA RUNOFF(CFS) - 6.93 EFFECTIVE AREA(ACRES) - 5.30 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) - 5.3 PEAK FLOW RATE(CFS) - 27.63 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 320.00 TO NODE 360.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 146.50 DOWNSTREAM(FEET) = 145.40 FLOW LENGTH(FEET) = 126.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 8.80 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 27.63 PIPE TRAVEL TIME(MIN.) = 0.24 Tc(MIN.) = 5.80 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 360.00 = 652.00 FEET. + + EX-C9 + + a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 340.00 TO NODE 340.00 IS CODE = 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< 3 INITIAL SUBAREA FLOW-LENGTH(FEET) = 207.00 ELEVATION DATA: UPSTREAM(FEET) = 154.30 DOWNSTREAM(FEET) = 152.00 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.311 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.414 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.40 0.30 0.100 56 6.31 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.40 INITIAL SUBAREA RUNOFF(CFS) = 11.63 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) - 5.80 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.685 SUBAREA AREA(ACRES) = 2.40 SUBAREA RUNOFF(CFS) = 12.21 EFFECTIVE AREA(ACRES) = 7.70 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.7 PEAK FLOW RATE(CFS) = 39.19 + + EX-05 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 350.00 TO NODE 350.00 IS CODE - 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 173.00 ELEVATION DATA: UPSTREAM(FEET) = 156.60 DOWNSTREAM(FEET) = 153.00 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.181 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.062 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.17 0.30 0.100 56 5.18 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 3.17 INITIAL SUBAREA RUNOFF(CFS) = 17.21 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) - 5.80 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.685 SUBAREA AREA(ACRES) - 3.17 SUBAREA RUNOFF(CFS) - 16.13 EFFECTIVE AREA(ACRES) = 10.87 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) - 10.9 PEAK FLOW RATE(CFS) - 55.32 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 370.00 TO NODE 370.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) - 5.80 RAINFALL INTENSITY(INCH/HR) = 5.68 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 10.87 TOTAL STREAM AREA(ACRES) = 10.87 PEAK FLOW RATE(CFS) AT CONFLUENCE - 55.32 El ............................................................................ FLOW PROCESS FROM NODE 360.00 TO NODE 361.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 22.00 ELEVATION DATA: UPSTREAM(FEET) = 155.30 DOWNSTREAM(FEET) = 154.70 Tc - K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.28 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.28 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 361.00 TO NODE 370.00 IS CODE = 61 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 154.70 DOWNSTREAM ELEVATION(FEET) = 152.20 STREET LENGTH(FEET) - 503.00 CURB HEIGHT(INCHES) - 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) - 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 "TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.62 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.26 HALFSTREET FLOOD WIDTH(FEET) = 6.51 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.49 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) - 0.38 STREET FLOW TRAVEL TIME(MIN.) = 5.61 Tc(MIN.) = 10.61 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.020 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.73 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.73 SUBAREA RUNOFF(CFS) = 2.62 EFFECTIVE AREA(ACRES) = 0.78 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.8 PEAK FLOW RATE(CFS) = 2.80 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.30 HALFSTREET FLOOD WIDTH(FEET) = 8.99 FLOW VELOCITY(FEET/SEC.) - 1.69 DEPTH*VELOCITY(FT*FT/SEC.) - 0.50 LONGEST FLOWPATH FROM NODE 360.00 TO NODE 370.00 = 525.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 370.00 TO NODE 370.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 10.61 5 RAINFALL INTENSITY(INCH/HR) = 4.02 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.78 TOTAL STREAM AREA(ACRES) = 0.78 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.80 " CONFLUENCE DATA " STREAM Q Tc Intensity Fp(Fm) NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) 1 55.32 5.80 5.685 0.30( 0.03) 2 2.80 10.61 4.020 0.30( 0.03) Ap Ae HEADWATER (ACRES) NODE 0.10 10.9 300.00 0.10 0.8 360.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 57.49 5.80 5.685 0.30( 0.03) 0.10 11.3 300.00 2 41.84 10.61 4.020 0.30( 0.03) 0.10 11.6 360.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) - 57.49 Tc(MIN.) - 5.80 EFFECTIVE AREA(ACRES) - 11.30 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 11.6 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 370.00 = 652.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) - 11.6 TC(MIN.) - 5.80 EFFECTIVE AREA(ACRES) - 11.30 AREA -AVERAGED Fm(INCH/HR)- 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) - 57.49 " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity NUMBER (CIS) (MIN.) (INCH/HR) 1 57.49 5.80 5.685 2 41.84 10.61 4.020 END OF RATIONAL METHOD ANALYSIS Fp (IN) (INCH/HR) 0.30( 0.03) 0.30( 0.03) Ap Ae HEADWATER (ACRES) NODE 0.10 11.3 300.00 0.10 11.6 360.00 7 MED100.RES **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL EXISTING CONDITION * DISCHARGE AREA "D" * 100 YEAR STORM ************************************************************************** FILE NAME: MPD100.DAT TIME/DATE OF STUDY: 16:32 09/13/2018 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MED100.RES WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 24-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-D1 + + **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 276.00 ELEVATION DATA: UPSTREAM(FEET) = 154.20 DOWNSTREAM(FEET) = 148.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.277 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.431 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.70 0.30 0.100 56 6.28 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.40 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 3.40 **************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 402.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- Page 2 MED100.RE5 UPSTREAM ELEVATION(FEET) = 148.60 DOWNSTREAM ELEVATION(FEET) = 144.50 STREET LENGTH(FEET) = 442.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 14.24 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.51 HALFSTREET FLOOD WIDTH(FEET) = 20.04 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.68 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.89 STREET FLOW TRAVEL TIME(MIN.) = 2.00 Tc(MIN.) = 8.28 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.634 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 5.21 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 5.21 SUBAREA RUNOFF(CFS) = 21. EFFECTIVE AREA(ACRES) = 5.91 AREA -AVERAGED Fm(INCH/HR) AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.9 PEAK FLOW RATE(CFS) = END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.60 HALFSTREET FLOOD WIDTH(FEET) = 28.83 FLOW VELOCITY(FEET/SEC.) = 4.07 DEPTH*VELOCITY(FT*FT/SEC.) *NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS, AND L = 442.0 FT WITH ELEVATION -DROP = 4.1 FT, IS WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE LONGEST FLOWPATH FROM NODE 400.00 TO NODE 402.00 = SCS CN 56 59 = 0.03 24.49 = 2.45 20.8 CFS, 402.00 718.00 FEET. FLOW PROCESS FROM NODE 402.00 TO NODE 430.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 139.00 DOWNSTREAM(FEET) = 135.80 FLOW LENGTH(FEET) = 26.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.9 INCHES Page 3 MED100.RES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.87 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 24.49 PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 8.30 LONGEST FLOWPATH FROM NODE 400.00 TO NODE 430.00 = 744.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 430.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.30 RAINFALL INTENSITY(INCH/HR) = 4.63 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 5.91 TOTAL STREAM AREA(ACRES) = 5.91 PEAK FLOW RATE(CFS) AT CONFLUENCE = 24.49 + + OF-D1 + + **************************************************************************** FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 148.50 DOWNSTREAM(FEET) = 147.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) COMMERCIAL B 0.05 0.30 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.28 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) Page 4 Ap SCS Tc (DECIMAL) CN (MIN.) 0.100 56 5.00 0.30 MED100.RES **************************************************************************** FLOW PROCESS FROM NODE 411.00 TO NODE 430.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 147.50 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 345.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.35 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.23 HALFSTREET FLOOD WIDTH(FEET) = 5.17 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.74 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.40 STREET FLOW TRAVEL TIME(MIN.) = 3.30 Tc(MIN.) = 8.30 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.628 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.51 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 2.11 EFFECTIVE AREA(ACRES) = 0.56 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.6 PEAK FLOW RATE(CFS) = 2.32 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.26 HALFSTREET FLOOD WIDTH(FEET) = 6.88 FLOW VELOCITY(FEET/SEC.) = 1.96 DEPTH*VELOCITY(FT*FT/SEC.) = 0.52 LONGEST FLOWPATH FROM NODE 410.00 TO NODE 430.00 = 367.00 FEET. FLOW PROCESS FROM NODE 430.00 TO NODE 430.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 Page 5 MED100.RES CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.30 RAINFALL INTENSITY(INCH/HR) = 4.63 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.56 TOTAL STREAM AREA(ACRES) = 0.56 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.32 + + OF-D2 + + **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 421.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.28 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.28 FLOW PROCESS FROM NODE 421.00 TO NODE 430.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 590.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 Page 6 MED100.RE5 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.46 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.26 HALFSTREET FLOOD WIDTH(FEET) = 6.88 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.24 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.33 STREET FLOW TRAVEL TIME(MIN.) = 7.95 Tc(MIN.) = 12.95 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.587 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.72 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.72 SUBAREA RUNOFF(CFS) = 2.31 EFFECTIVE AREA(ACRES) = 0.77 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.8 PEAK FLOW RATE(CFS) = 2.47 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.30 HALFSTREET FLOOD WIDTH(FEET) = 8.81 FLOW VELOCITY(FEET/SEC.) = 1.38 DEPTH*VELOCITY(FT*FT/SEC.) = 0.42 LONGEST FLOWPATH FROM NODE 420.00 TO NODE 430.00 = 612.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 430.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 12.95 RAINFALL INTENSITY(INCH/HR) = 3.59 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.77 TOTAL STREAM AREA(ACRES) = 0.77 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.47 ** CONFLUENCE DATA ** Page 7 MED100.RE5 STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 24.49 8.30 4.628 0.30( 0.03) 0.10 5.9 400.00 2 2.32 8.30 4.628 0.30( 0.03) 0.10 0.6 410.00 3 2.47 12.95 3.587 0.30( 0.03) 0.10 0.8 420.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 28.85 8.30 4.628 0.30( 0.03) 0.10 7.0 410.00 2 28.85 8.30 4.628 0.30( 0.03) 0.10 7.0 400.00 3 23.21 12.95 3.587 0.30( 0.03) 0.10 7.2 420.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 28.85 Tc(MIN.) = 8.30 EFFECTIVE AREA(ACRES) = 6.96 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.2 LONGEST FLOWPATH FROM NODE 400.00 TO NODE 430.00 = 744.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.2 TC(MIN.) = 8.30 EFFECTIVE AREA(ACRES) = 6.96 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 28.85 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 28.85 8.30 4.628 0.30( 0.03) 0.10 7.0 410.00 2 28.85 8.30 4.628 0.30( 0.03) 0.10 7.0 400.00 3 23.21 12.95 ---------------------------------------------------------------------------- 3.587 0.30( 0.03) 0.10 7.2 420.00 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS n Page 8 MEE100.RES **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL EXISTING CONDITION * DISCHARGE AREA "E" * 100 YEAR STORM ************************************************************************** FILE NAME: MPE100.DAT TIME/DATE OF STUDY: 16:41 09/13/2018 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MEE100.RES WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 24-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-E1 + + **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 300.00 ELEVATION DATA: UPSTREAM(FEET) = 171.60 DOWNSTREAM(FEET) = 162.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.989 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.579 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.32 0.30 0.100 56 5.99 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 11.59 TOTAL AREA(ACRES) = 2.32 PEAK FLOW RATE(CFS) = 11.59 **************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 502.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MEE100.RE5 ELEVATION DATA: UPSTREAM(FEET) = 162.50 DOWNSTREAM(FEET) = 156.70 CHANNEL LENGTH THRU SUBAREA(FEET) = 168.00 CHANNEL SLOPE = 0.0345 CHANNEL BASE(FEET) = 260.00 "Z" FACTOR = 99.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.832 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.30 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 14.41 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.64 AVERAGE FLOW DEPTH(FEET) = 0.03 TRAVEL TIME(MIN.) = 1.71 Tc(MIN.) = 7.70 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 5.62 EFFECTIVE AREA(ACRES) = 3.62 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.6 PEAK FLOW RATE(CFS) = 15.65 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.03 FLOW VELOCITY(FEET/SEC.) = 1.78 LONGEST FLOWPATH FROM NODE 500.00 TO NODE 502.00 = 468.00 FEET. + + EX-E2 **************************************************************************** FLOW PROCESS FROM NODE 510.00 TO NODE 511.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 17.00 ELEVATION DATA: UPSTREAM(FEET) = 155.40 DOWNSTREAM(FEET) = 155.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.28 Page 3 MEE100.RE5 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.28 **************************************************************************** FLOW PROCESS FROM NODE 511.00 TO NODE 512.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 155.10 DOWNSTREAM ELEVATION(FEET) = 148.20 STREET LENGTH(FEET) = 543.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 17.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.74 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.31 HALFSTREET FLOOD WIDTH(FEET) = 9.28 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.80 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.87 STREET FLOW TRAVEL TIME(MIN.) = 3.24 Tc(MIN.) = 8.24 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.649 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.17 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.17 SUBAREA RUNOFF(CFS) = 4.86 EFFECTIVE AREA(ACRES) = 1.22 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 5.07 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 12.03 FLOW VELOCITY(FEET/SEC.) = 3.24 DEPTH*VELOCITY(FT*FT/SEC.) = 1.19 LONGEST FLOWPATH FROM NODE 510.00 TO NODE 512.00 = 560.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 1.2 TC(MIN.) = 8.24 EFFECTIVE AREA(ACRES) = 1.22 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 Page 4 PEAK FLOW RATE(CFS) = 5.07 END OF RATIONAL METHOD ANALYSIS MEE100.RES Page 5 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (sea) Der. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL PROPOSED CONDITION * DISCHARGE AREA "A" * 100 YEAR STORM ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FILE NAME: MPA100.DAT TIME/DATE OF STUDY: 16:19 01/08/2019 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: WATERSHED LAG = 0.80 * To USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 24-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + DA-A5 + + FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.63 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 20.12 TOTAL AREA(ACRES) = 3.63 PEAK FLOW RATE(CFS) = 20.12 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 111.00 TO NODE 112.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 145.20 DOWNSTREAM(FEET) = 142.90 FLOW LENGTH(FEET) = 488.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 11.38 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 20.12 PIPE TRAVEL TIME(MIN.) = 0.71 Tc(MIN.) = 5.71 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 112.00 = 588.00 FEET. + + DA-A4 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 112.00 TO NODE 112.00 IS CODE = 82 ---------------------------------------------------------------------------- »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 1.91 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.91 INITIAL SUBAREA RUNOFF(CFS) _ ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.71 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.731 SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 9.80 EFFECTIVE AREA(ACRES) = 5.54 AREA -AVERAGED Fm(INCH/HR) _ AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.5 PEAK FLOW RATE(CFS) _ CN (MIN.) 56 5.00 10.58 0.03 28.43 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 142.90 DOWNSTREAM(FEET) = 142.00 FLOW LENGTH(FEET) = 306.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 9.05 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 28.43 PIPE TRAVEL TIME(MIN.) = 0.56 Tc(MIN.) = 6.28 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 113.00 = 894.00 FEET. + + DA-A3 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE = 82 ---------------------------------------------------------------------------- »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.75 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.75 INITIAL SUBAREA RUNOFF(CFS) = 15.24 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.28 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.431 SUBAREA AREA(ACRES) = 2.75 SUBAREA RUNOFF(CFS) = 13.37 EFFECTIVE AREA(ACRES) = 8.29 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.3 PEAK FLOW RATE(CFS) = 40.29 FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 139.10 FLOW LENGTH(FEET) = 878.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 8.21 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 40.29 PIPE TRAVEL TIME(MIN.) = 1.78 Tc(MIN.) = 8.06 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 114.00 = 1772.00 FEET. + + DA-A2 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE = 82 ---------------------------------------------------------------------------- »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.31 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.31 INITIAL SUBAREA RUNOFF(CFS) = 7.26 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 8.06 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.706 SUBAREA AREA(ACRES) = 1.31 SUBAREA RUNOFF(CFS) = 5.51 EFFECTIVE AREA(ACRES) = 9.60 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 9.6 PEAK FLOW RATE(CFS) = 40.40 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 114.00 TO NODE 115.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 139.10 DOWNSTREAM(FEET) = 137.20 FLOW LENGTH(FEET) = 255.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 8.23 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 40.40 PIPE TRAVEL TIME(MIN.) = 0.52 Tc(MIN.) = 8.58 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 115.00 = 2027.00 FEET. + + DA-Al + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 115.00 TO NODE 115.00 IS CODE = 82 ---------------------------------------------------------------------------- »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 158.90 DOWNSTREAM(FEET) = 155.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.062 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.144 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.29 0.30 0.100 56 5.06 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.29 INITIAL SUBAREA RUNOFF(CFS) = 12.60 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 8.58 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.542 SUBAREA AREA(ACRES) = 2.29 SUBAREA RUNOFF(CFS) = 9.30 EFFECTIVE AREA(ACRES) = 11.89 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 11.9 PEAK FLOW RATE(CFS) = 48.28 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 115.00 TO NODE 160.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 137.20 DOWNSTREAM(FEET) = 136.40 FLOW LENGTH(FEET) = 33.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 19.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 14.01 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 48.28 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 8.62 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 160.00 = 2060.00 FEET. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.62 RAINFALL INTENSITY(INCH/HR) = 4.53 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 11.89 TOTAL STREAM AREA(ACRES) = 11.89 PEAK FLOW RATE(CFS) AT CONFLUENCE = 48.28 + + DA-A7 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.98 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 10.97 TOTAL AREA(ACRES) = 1.98 PEAK FLOW RATE(CFS) = 10.97 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 147.30 DOWNSTREAM(FEET) = 147.00 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 13.97 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.97 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 5.04 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 134.00 FEET. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 122.00 TO NODE 130.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 145.20 FLOW LENGTH(FEET) = 120.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 8.00 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.97 PIPE TRAVEL TIME(MIN.) = 0.25 Tc(MIN.) = 5.29 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 130.00 = 254.00 FEET. + + DA-A8 FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 82 ---------------------------------------------------------------------------- »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 146.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 152.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.264 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.008 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.22 0.30 0.100 56 5.26 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.22 INITIAL SUBAREA RUNOFF(CFS) = 6.56 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.29 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.990 SUBAREA AREA(ACRES) = 1.22 SUBAREA RUNOFF(CFS) = 6.54 EFFECTIVE AREA(ACRES) = 3.20 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.2 PEAK FLOW RATE(CFS) = 17.17 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 130.00 TO NODE 140.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 145.20 DOWNSTREAM(FEET) = 143.60 FLOW LENGTH(FEET) = 379.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 5.46 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 17.17 PIPE TRAVEL TIME(MIN.) = 1.16 Tc(MIN.) = 6.45 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 140.00 = 633.00 FEET. + + DA-A9 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 140.00 TO NODE 140.00 IS CODE = 82 ---------------------------------------------------------------------------- »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 153.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.001 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.186 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.67 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.67 INITIAL SUBAREA RUNOFF(CFS) = 9.25 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.45 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.349 SUBAREA AREA(ACRES) = 1.67 SUBAREA RUNOFF(CFS) = 7.99 EFFECTIVE AREA(ACRES) = 4.87 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.9 PEAK FLOW RATE(CFS) = 23.31 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 140.00 TO NODE 150.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 143.60 DOWNSTREAM(FEET) = 141.80 FLOW LENGTH(FEET) = 271.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 5.72 (PIPE FLOW VELOCITY CORRESPONDING TO FULL PIPE CAPACITY FLOW) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 23.31 PIPE TRAVEL TIME(MIN.) = 0.79 Tc(MIN.) = 7.24 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 150.00 = 904.00 FEET. + + DA-A6 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 82 ---------------------------------------------------------------------------- »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.82 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.82 INITIAL SUBAREA RUNOFF(CFS) = 15.63 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.24 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.006 SUBAREA AREA(ACRES) = 2.82 SUBAREA RUNOFF(CFS) = 12.63 EFFECTIVE AREA(ACRES) = 7.69 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.7 PEAK FLOW RATE(CFS) = 34.44 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 150.00 TO NODE 160.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 141.80 DOWNSTREAM(FEET) = 139.90 FLOW LENGTH(FEET) = 372.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 7.02 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 34.44 PIPE TRAVEL TIME(MIN.) = 0.88 Tc(MIN.) = 8.12 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 160.00 = 1276.00 FEET. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.12 RAINFALL INTENSITY(INCH/HR) = 4.69 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 7.69 TOTAL STREAM AREA(ACRES) = 7.69 PEAK FLOW FATE(CFS) AT CONFLUENCE = 34.44 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 48.28 8.62 4.530 0.30( 0.03) 0.10 11.9 110.00 2 34.44 8.12 4.686 0.30( 0.03) 0.10 7.7 120.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 81.52 8.12 4.686 0.30( 0.03) 0.10 18.9 120.00 2 81.56 8.62 4.530 0.30( 0.03) 0.10 19.6 110.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 81.56 Tc(MIN.) = 8.62 EFFECTIVE AREA(ACRES) = 19.58 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 19.6 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 160.00 = 2060.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 19.6 TC(MIN.) = 8.62 EFFECTIVE AREA(ACRES) = 19.58 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 81.56 577 ** PEAK FLOW RATE TABLE ** 578 STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER 579 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 580 1 81.52 8.12 4.686 0.30( 0.03) 0.10 18.9 120.00 581 2 81.56 8.62 4.530 0.30( 0.03) 0.10 19.6 110.00 582 =========================================================================== 583 =========================================================================== 584 END OF RATIONAL METHOD ANALYSIS 585 586 587 588 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL PROPOSED CONDITION * DISCHARGE AREA "B" * 100 YEAR STORM ************************************************************************** FILE NAME: MPB100.DAT TIME/DATE OF STUDY: 13:45 04/16/2019 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD - 'USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint - 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE. - 'USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 29-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + I DA-B3 I + + **************************************************************************** FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 1 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.22 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 6.76 TOTAL AREA(ACRES) = 1.22 PEAK FLOW RATE(CFS) = 6.76 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 201.00 TO NODE 210.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 199.00 DOWNSTREAM(FEET) = 141.00 FLOW LENGTH(FEET) = 187.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 7.42 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.76 PIPE TRAVEL TIME(MIN.) = 0.42 Tc(MIN.) = 5.42 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 210.00 = 287.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) - 5.42 RAINFALL INTENSITY(INCH/HR) = 5.91 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.22 TOTAL STREAM AREA(ACRES) = 1.22 PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.76 + + DA-B2 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.357 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.392 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.96 0.30 0.100 56 6.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 2 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 14.28 TOTAL AREA(ACRES) = 2.96 PEAK FLOW RATE(CFS) = 14.28 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) - 6.36 RAINFALL INTENSITY(INCH/HR) - 5.39 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.96 TOTAL STREAM AREA(ACRES) = 2.96 PEAK FLOW RATE(CFS) AT CONFLUENCE = 14.28 " CONFLUENCE DATA " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.76 5.42 5.908 0.30( 0.03) 0.10 1.2 200.00 2 14.28 6.36 5.392 0.30( 0.03) 0.10 3.0 210.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 20.11 5.42 5.908 0.30( 0.03) 0.10 3.7 200.00 2 20.45 6.36 5.392 0.30( 0.03) 0.10 4.2 210.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) - 20.45 Tc(MIN.) - 6.36 EFFECTIVE AREA(ACRES) = 4.18 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 210.00 = 287.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 210.00 TO NODE 260.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 141.00 DOWNSTREAM(FEET) = 138.00 FLOW LENGTH(FEET) = 654.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) - 6.51 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 20.45 PIPE TRAVEL TIME(MIN.) = 1.67 Tc(MIN.) = 8.03 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 260.00 = 941.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 9 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) - 8.03 RAINFALL INTENSITY(INCH/HR) = 4.72 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 4.18 TOTAL STREAM AREA(ACRES) = 4.18 3 PEAK FLOW RATE(CFS) AT CONFLUENCE - 20.45 + + DA-B1 + + a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 220.00 TO NODE 221.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc - K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.027 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.091 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) MOBILE HOME PARK B 1.00 0.30 0.250 56 7.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.250 SUBAREA RUNOFF(CFS) - 4.51 TOTAL AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) = 4.51 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 221.00 TO NODE 260.00 IS CODE = 61 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 154.50 DOWNSTREAM ELEVATION(FEET) = 199.30 STREET LENGTH(FEET) = 390.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 16.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) - 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 "TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 10.71 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.09 AVERAGE FLOW VELOCITY(FEET/SEC.) - 5.09 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.08 STREET FLOW TRAVEL TIME(MIN.) = 1.28 Tc(MIN.) = 8.30 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.627 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 2.99 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.99 SUBAREA RUNOFF(CFS) = 12.37 EFFECTIVE AREA(ACRES) = 3.99 AREA -AVERAGED Fm(INCH/HR) = 0.04 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.14 TOTAL AREA(ACRES) = 4.0 PEAK FLOW RATE(CFS) = 16.47 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 16.00 FLOW VELOCITY(FEET/SEC.) - 5.50 DEPTH*VELOCITY(FT*FT/SEC.) - 2.46 LONGEST FLOWPATH FROM NODE 220.00 TO NODE 260.00 = 590.00 FEET. El FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 9 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) - 8.30 RAINFALL INTENSITY(INCH/HR) = 4.63 AREA -AVERAGED Fm(INCH/HR) = 0.04 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.14 EFFECTIVE STREAM AREA(ACRES) - 3.99 TOTAL STREAM AREA(ACRES) = 3.99 PEAK FLOW RATE(CFS) AT CONFLUENCE = 16.47 + + OF-B1 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 240.00 TO NODE 241.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 Tc - K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) - 0.55 TOTAL AREA(ACRES) - 0.10 PEAK FLOW RATE(CFS) - 0.55 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 241.00 TO NODE 260.00 IS CODE = 61 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< ---------------------------------------------------------------------------- UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 1000.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 "TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.32 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.29 HALFSTREET FLOOD WIDTH(FEET) = 8.22 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.46 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) - 0.43 STREET FLOW TRAVEL TIME(MIN.) = 11.39 Tc(MIN.) = 16.39 * 100 YEAR RAINFALL INTENSITY(INCH/HR) - 3.133 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.21 0.30 0.100 56 5 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) - 1.21 SUBAREA RUNOFF(CFS) - 3.38 EFFECTIVE AREA(ACRES) - 1.31 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) - 1.3 PEAK FLOW RATE(CFS) - 3.66 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.33 HALFSTREET FLOOD WIDTH(FEET) = 10.07 FLOW VELOCITY(FEET/SEC.) - 1.62 DEPTH*VELOCITY(FT*FT/SEC.) - 0.53 LONGEST FLOWPATH FROM NODE 240.00 TO NODE 260.00 = 1022.00 FEET a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 9 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) - 16.39 RAINFALL INTENSITY(INCH/HR) - 3.13 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) - 1.31 TOTAL STREAM AREA(ACRES) = 1.31 PEAK FLOW RATE(CFS) AT CONFLUENCE - 3.66 + + OF-B2 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 230.00 TO NODE 231.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 22.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 152.40 Tc - K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) - 0.55 TOTAL AREA(ACRES) - 0.10 PEAK FLOW RATE(CFS) - 0.55 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 231.00 TO NODE 260.00 IS CODE = 61 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< ---------------------------------------------------------------------------- UPSTREAM ELEVATION(FEET) = 152.40 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 978.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 6 "TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.73 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.32 HALFSTREET FLOOD WIDTH(FEET) = 9.78 AVERAGE FLOW VELOCITY(FEET/SEC.) - 2.54 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.82 STREET FLOW TRAVEL TIME(MIN.) = 6.41 Tc(MIN.) = 11.41 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.856 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.23 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) - 1.23 SUBAREA RUNOFF(CFS) - 4.23 EFFECTIVE AREA(ACRES) - 1.33 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) - 1.3 PEAK FLOW RATE(CFS) - 4.58 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 12.16 FLOW VELOCITY(FEET/SEC.) = 2.87 DEPTH*VELOCITY(FT*FT/SEC.) = 1.06 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 260.00 = 1000.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 9 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 9 ARE: TIME OF CONCENTRATION(MIN.) = 11.41 RAINFALL INTENSITY(INCH/HR) = 3.86 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) - 1.33 TOTAL STREAM AREA(ACRES) - 1.33 PEAK FLOW RATE(CFS) AT CONFLUENCE - 4.58 " CONFLUENCE DATA " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 20.11 7.12 5.052 0.30( 0.03) 0.10 3.7 200.00 1 20.45 8.03 4.716 0.30( 0.03) 0.10 4.2 210.00 2 16.47 8.30 4.627 0.30( 0. 04) 0.14 4.0 220.00 3 3.66 16.39 3.133 0.30( 0.03) 0.10 1.3 240.00 9 4.58 11.41 3.856 0.30( 0.03) 0.10 1.3 230.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 9 STREAMS. " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 41.87 7.12 5.052 0.30( 0.03) 0.12 8.6 200.00 2 43.34 8.03 4.716 0.30( 0.03) 0.12 9.6 210.00 3 43.27 8.30 4.627 0.30( 0.03) 0.12 9.8 220.00 9 39.64 11.41 3.856 0.30( 0.03) 0.11 10.4 230.00 5 32.02 16.39 3.133 0.30( 0.03) 0.11 10.8 240.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) - 43.34 Tc(MIN.) - 8.03 EFFECTIVE AREA(ACRES) = 9.62 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.12 TOTAL AREA(ACRES) = 10.8 LONGEST FLOWPATH FROM NODE 240.00 TO NODE 260.00 = 1022.00 FEET. -- -- -- -- -- -- -- -- -- END OF STUDY SUMMARY: -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- TOTAL AREA(ACRES) - 10.8 TC(MIN.) - 8.03 EFFECTIVE AREA(ACRES) = 9.62 AREA -AVERAGED Fm(INCH/HR)= 0.03 7 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.115 PEAK FLOW RATE(CFS) = 43.34 " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 41.87 7.12 5.052 0.30( 0.03) 0.12 8.6 200.00 2 43.34 8.03 4.716 0.30( 0.03) 0.12 9.6 210.00 3 43.27 8.30 4.627 0.30( 0.03) 0.12 9.8 220.00 9 39.64 11.41 3.856 0.30( 0.03) 0.11 10.4 230.00 5 32.02 16.39 3.133 0.30( 0.03) 0.11 10.8 240.00 END OF RATIONAL METHOD ANALYSIS 9 p RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL PROPOSED CONDITION * DISCHARGE AREA "C" * 100 YEAR STORM ************************************************************************** FILE NAME: MPC100.DAT TIME/DATE OF STUDY: 13:49 04/16/2019 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD - 'USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint - 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE. - 'USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 29-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + I DA-Cl I + + **************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 21 1 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.77 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.27 TOTAL AREA(ACRES) = 0.77 PEAK FLOW RATE(CFS) = 4.27 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 301.00 TO NODE 302.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 148.00 DOWNSTREAM(FEET) = 147.00 FLOW LENGTH(FEET) = 251.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) - 5.43 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.27 PIPE TRAVEL TIME(MIN.) = 0.77 Tc(MIN.) = 5.77 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 302.00 = 351.00 FEET. + + DA-C2 ---------------------------------------------------------------------------- a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.09 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.09 INITIAL SUBAREA RUNOFF(CFS) = 11.58 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) - 5.77 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.700 SUBAREA AREA(ACRES) = 2.09 SUBAREA RUNOFF(CFS) = 10.66 EFFECTIVE AREA(ACRES) = 2.86 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 14.59 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 310.00 TO NODE 320.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< 2 »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 146.20 FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 8.26 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 14.59 PIPE TRAVEL TIME(MIN.) - 0.35 Tc(MIN.) - 6.12 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 320.00 = 526.00 FEET. + + DA-C3 ---------------------------------------------------------------------------- ............................................................................ FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 152.50 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.561 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.822 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.57 0.30 0.100 56 5.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 3.57 INITIAL SUBAREA RUNOFF(CFS) = 18.61 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.12 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.509 SUBAREA AREA(ACRES) - 3.57 SUBAREA RUNOFF(CFS) - 17.60 EFFECTIVE AREA(ACRES) - 6.43 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.4 PEAK FLOW RATE(CFS) = 31.71 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 320.00 TO NODE 340.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 146.20 FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 10.09 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 31.71 PIPE TRAVEL TIME(MIN.) = 0.29 Tc(MIN.) = 6.41 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 340.00 = 701.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 340.00 TO NODE 340.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.41 RAINFALL INTENSITY(INCH/HR) - 5.37 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 3 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) - 6.43 TOTAL STREAM AREA(ACRES) = 6.43 PEAK FLOW RATE(CFS) AT CONFLUENCE - 31.71 + + DA-C9 + + a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 330.00 TO NODE 331.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.357 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.392 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.52 0.30 0.100 56 6.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 12.16 TOTAL AREA(ACRES) = 2.52 PEAK FLOW RATE(CFS) = 12.16 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 331.00 TO NODE 340.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 150.00 DOWNSTREAM(FEET) = 145.30 FLOW LENGTH(FEET) = 298.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 11.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) - 8.53 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 12.16 PIPE TRAVEL TIME(MIN.) = 0.58 Tc(MIN.) = 6.94 LONGEST FLOWPATH FROM NODE 330.00 TO NODE 340.00 = 498.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 340.00 TO NODE 340.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.94 RAINFALL INTENSITY(INCH/HR) - 5.13 AREA -AVERAGED Fm(INCH/HR) - 0.03 AREA -AVERAGED Fp(INCH/HR) - 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) - 2.52 TOTAL STREAM AREA(ACRES) = 2.52 PEAK FLOW RATE(CFS) AT CONFLUENCE = 12.16 " CONFLUENCE DATA " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 31.71 6.41 5.365 0.30( 0.03) 0.10 6.4 300.00 2 12.16 6.94 5.128 0.30( 0.03) 0.10 2.5 330.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. El " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CIS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 43.47 6.41 5.365 0.30( 0.03) 0.10 8.8 300.00 2 42.45 6.94 5.128 0.30( 0.03) 0.10 8.9 330.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) - 43.47 Tc(MIN.) - 6.41 EFFECTIVE AREA(ACRES) = 8.76 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.9 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 340.00 = 701.00 FEET. a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 340.00 TO NODE 350.00 IS CODE = 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 145.30 DOWNSTREAM(FEET) = 145.00 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) - 13.84 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 43.47 PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 6.50 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 350.00 = 771.00 FEET. + + DA-05 ---------------------------------------------------------------------------- ............................................................................ FLOW PROCESS FROM NODE 350.00 TO NODE 350.00 IS CODE - 82 »»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< »»>(AND COMPUTE INITIAL SUBAREA RUNOFF) ««< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc - K*[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.53 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) - 3.53 INITIAL SUBAREA RUNOFF(CFS) - 19.56 " ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) - 6.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) - 5.325 SUBAREA AREA(ACRES) - 3.53 SUBAREA RUNOFF(CFS) - 16.82 EFFECTIVE AREA(ACRES) = 12.29 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) - 12.5 PEAK FLOW RATE(CFS) - 58.56 a aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa FLOW PROCESS FROM NODE 350.00 TO NODE 351.00 IS CODE - 91 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 145.00 DOWNSTREAM(FEET) = 143.80 FLOW LENGTH(FEET) = 233.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 18.64 5 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) - 58.56 PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 6.70 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 351.00 = 1004.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) - 12.5 TC(MIN.) - 6.70 EFFECTIVE AREA(ACRES) = 12.29 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) - 58.56 " PEAK FLOW RATE TABLE " STREAM Q Tc Intensity NUMBER (CIS) (MIN.) (INCH/HR) 1 58.56 6.70 5.230 2 56.85 7.24 5.004 END OF RATIONAL METHOD ANALYSIS Fp (IN) (INCH/HR) 0.30( 0.03) 0.30( 0.03) Ap Ae HEADWATER (ACRES) NODE 0.10 12.3 300.00 0.10 12.5 330.00 7 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (sea) Der. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL PROPOSED CONDITION * DISCHARGE AREA "D" * 100 YEAR STORM ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FILE NAME: MPD100.DAT TIME/DATE OF STUDY: 08:20 01/09/2019 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: WATERSHED LAG = 0.80 * To USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 24-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 + + DA-D1 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 154.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.42 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 13.41 TOTAL AREA(ACRES) = 2.42 PEAK FLOW RATE(CFS) = 13.41 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 401.00 TO NODE 440.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 146.70 DOWNSTREAM(FEET) _ FLOW LENGTH(FEET) = 860.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 13.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 7.98 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = PIPE-FLOW(CFS) = 13.41 PIPE TRAVEL TIME(MIN.) = 1.80 Tc(MIN.) = 6.80 LONGEST FLOWPATH FROM NODE 400.00 TO NODE 440.00 = 135.80 1 960.00 FEET. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.80 RAINFALL INTENSITY(INCH/HR) = 5.19 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.42 TOTAL STREAM AREA(ACRES) = 2.42 PEAK FLOW RATE(CFS) AT CONFLUENCE = 13.41 + + DA-D2 + + FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 154.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.12 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 11.75 TOTAL AREA(ACRES) = 2.12 PEAK FLOW RATE(CFS) = 11.75 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 411.00 TO NODE 440.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< »»>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 146.70 DOWNSTREAM(FEET) = 135.80 FLOW LENGTH(FEET) = 891.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 12.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 7.66 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 11.75 PIPE TRAVEL TIME(MIN.) = 1.94 Tc(MIN.) = 6.94 LONGEST FLOWPATH FROM NODE 410.00 TO NODE 440.00 = 991.00 FEET. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.94 RAINFALL INTENSITY(INCH/HR) = 5.13 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.12 TOTAL STREAM AREA(ACRES) = 2.12 PEAK FLOW RATE(CFS) AT CONFLUENCE = 11.75 + + OF-Dl + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 420.00 TO NODE 421.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 22.00 ELEVATION DATA: UPSTREAM(FEET) = 148.50 DOWNSTREAM(FEET) = 147.50 To = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA To AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS To LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.28 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.28 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 421.00 TO NODE 440.00 IS CODE = 61 ---------------------------------------------------------------------------- »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 147.50 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 345.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.35 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.23 HALFSTREET FLOOD WIDTH(FEET) = 5.17 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.74 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.40 STREET FLOW TRAVEL TIME(MIN.) = 3.30 Tc(MIN.) = 8.30 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.628 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.51 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 2.11 EFFECTIVE AREA(ACRES) = 0.56 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.6 PEAK FLOW RATE(CFS) = 2.32 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.26 HALFSTREET FLOOD WIDTH(FEET) = 6.88 FLOW VELOCITY(FEET/SEC.) = 1.96 DEPTH*VELOCITY(FT*FT/SEC.) = 0.52 LONGEST FLOWPATH FROM NODE 420.00 TO NODE 440.00 = 367.00 FEET. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 8.30 RAINFALL INTENSITY(INCH/HR) = 4.63 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.56 TOTAL STREAM AREA(ACRES) = 0.56 PEAK FLOW OATE(CFS) AT CONFLUENCE = 2.32 + + OF-D2 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 430.00 TO NODE 431.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 To = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA To AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS To LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.28 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.28 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 431.00 TO NODE 440.00 IS CODE = 61 ---------------------------------------------------------------------------- »»>COMPUTE STREET FLOW TRAVEL TIME THOU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 590.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.46 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.26 HALFSTREET FLOOD WIDTH(FEET) = 6.88 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.24 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.33 STREET FLOW TRAVEL TIME(MIN.) = 7.95 Tc(MIN.) = 12.95 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.587 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.72 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.72 SUBAREA RUNOFF(CFS) = 2.31 EFFECTIVE AREA(ACRES) = 0.77 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.8 PEAK FLOW RATE(CFS) = 2.47 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.30 HALFSTREET FLOOD WIDTH(FEET) = 8.81 FLOW VELOCITY(FEET/SEC.) = 1.38 DEPTH*VELOCITY(FT*FT/SEC.) = 0.42 LONGEST FLOWPATH FROM NODE 430.00 TO NODE 440.00 = 612.00 FEET. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 4 ARE: TIME OF CONCENTRATION(MIN.) = 12.95 RAINFALL INTENSITY(INCH/HR) = 3.59 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.77 TOTAL STREAM AREA(ACRES) = 0.77 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.47 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 13.41 6.80 5.189 0.30( 0.03) 0.10 2.4 400.00 2 11.75 6.94 5.128 0.30( 0.03) 0.10 2.1 410.00 3 2.32 8.30 4.628 0.30( 0.03) 0.10 0.6 420.00 4 2.47 12.95 3.587 0.30( 0.03) 0.10 0.8 430.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 4 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 29.06 6.80 5.189 0.30( 0.03) 0.10 5.4 400.00 2 29.04 6.94 5.128 0.30( 0.03) 0.10 5.4 410.00 3 26.91 8.30 4.628 0.30( 0.03) 0.10 5.6 420.00 4 21.70 12.95 3.587 0.30( 0.03) 0.10 5.9 430.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 29.06 Tc(MIN.) = 6.80 EFFECTIVE AREA(ACRES) = 5.36 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.9 LONGEST FLOWPATH FROM NODE 410.00 TO NODE 440.00 = 991.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 5.9 TC(MIN.) = 6.80 EFFECTIVE AREA(ACRES) = 5.36 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 FF PEAK FLOW RATE(CFS) = 29.06 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 29.06 6.80 5.189 0.30( 0.03) 0.10 5.4 400.00 2 29.04 6.94 5.128 0.30( 0.03) 0.10 5.4 410.00 3 26.91 8.30 4.628 0.30( 0.03) 0.10 5.6 420.00 4 21.70 12.95 3.587 0.30( 0.03) 0.10 5.9 430.00 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (sea) Der. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL PROPOSED CONDITION * DISCHARGE AREA "E" * 100 YEAR STORM ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FILE NAME: MPE100.DAT TIME/DATE OF STUDY: 08:53 01/09/2019 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: WATERSHED LAG = 0.80 * To USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.52 30-MINUTES 1.09 1-HOUR 1.45 3-HOUR 2.43 6-HOUR 3.36 24-HOUR 5.63 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + DA-E1 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 500.00 TO NODE 510.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 ELEVATION DATA: UPSTREAM(FEET) = 171.60 DOWNSTREAM(FEET) = 162.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.989 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.579 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.31 0.30 0.100 56 5.99 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 11.54 TOTAL AREA(ACRES) = 2.31 PEAK FLOW RATE(CFS) = 11.54 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 510.00 TO NODE 521.00 IS CODE = 51 ---------------------------------------------------------------------------- »»>COMPUTE TRAPEZOIDAL CHANNEL FLOW««< »»>TRAVELTIME THOU SUBAREA (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 162.50 DOWNSTREAM(FEET) = 156.70 CHANNEL LENGTH THOU SUBAREA(FEET) = 168.00 CHANNEL SLOPE = 0.0345 CHANNEL BASE(FEET) = 260.00 "Z" FACTOR = 99.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.830 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.30 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 14.36 TRAVEL TIME THOU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.63 AVERAGE FLOW DEPTH(FEET) = 0.03 TRAVEL TIME(MIN.) = 1.71 Tc(MIN.) = 7.70 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 5.62 EFFECTIVE AREA(ACRES) = 3.61 AREA -AVERAGED FM(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.6 PEAK FLOW RATE(CFS) = 15.60 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.03 FLOW VELOCITY(FEET/SEC.) = 1.77 LONGEST FLOWPATH FROM NODE 500.00 TO NODE 521.00 = 468.00 FEET. + + DA-E4 + + FLOW PROCESS FROM NODE 530.00 TO NODE 531.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 137.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 153.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.611 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.792 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.11 0.30 0.100 56 5.61 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.57 TOTAL AREA(ACRES) = 0.11 PEAK FLOW RATE(CFS) = 0.57 + + DA-E5 + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 540.00 TO NODE 541.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 16.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 154.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.55 TOTAL AREA(ACRES) = 0.10 PEAK FLOW RATE(CFS) = 0.55 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 541.00 TO NODE 542.00 IS CODE = 61 ---------------------------------------------------------------------------- »»>COMPUTE STREET FLOW TRAVEL TIME THOU SUBAREA««< »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 155.10 DOWNSTREAM ELEVATION(FEET) = 148.20 STREET LENGTH(FEET) = 543.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 16.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 193 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 194 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 195 196 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.48 197 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: 198 STREET FLOW DEPTH(FEET) = 0.25 199 HALFSTREET FLOOD WIDTH(FEET) = 6.35 200 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.38 201 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.60 202 STREET FLOW TRAVEL TIME(MIN.) = 3.81 Tc(MIN.) = 8.81 203 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.472 204 SUBAREA LOSS RATE DATA(AMC II): 205 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS 206 LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN 207 COMMERCIAL B 0.95 0.30 0.100 56 208 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 209 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 210 SUBAREA AREA(ACRES) = 0.95 SUBAREA RUNOFF(CFS) = 3.80 211 EFFECTIVE AREA(ACRES) = 1.05 AREA -AVERAGED Fm(INCH/HR) = 0.03 212 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 213 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 4.20 214 215 END OF SUBAREA STREET FLOW HYDRAULICS: 216 DEPTH(FEET) = 0.29 HALFSTREET FLOOD WIDTH(FEET) = 8.22 217 FLOW VELOCITY(FEET/SEC.) = 2.64 DEPTH*VELOCITY(FT*FT/SEC.) = 0.77 218 LONGEST FLOWPATH FROM NODE 540.00 TO NODE 542.00 = 559.00 FEET. 219 _______________________________________________________________ 220 END OF STUDY SUMMARY: 221 TOTAL AREA(ACRES) = 1.0 TC(MIN.) = 8.81 222 EFFECTIVE AREA(ACRES) = 1.05 AREA -AVERAGED Fm(INCH/HR)= 0.03 223 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 224 PEAK FLOW RATE(CFS) = 4.20 225 _______________________________________________________________ 226 ___________________________________________________________________________ 227 END OF RATIONAL METHOD ANALYSIS 228 229 230 231 Kimley�>>Horn APPENDIX C FIRM AND FIRMETTE Page 14 of 14 NOTES TO USERS This map is for use in administering the Nadi Flood Insurance Program It does net necessarily identify all areas subject to flooding, particularly from local drainage sources of small size The community map repository should be den suited for possible updated or additional flood hazard information. To obtain mor, detailed irfmmi in where Base Flood Elevations XhF E S) and/or floodways have been deterareas mined, users are encouraged to consult e Flood profiles and Floodway Data and/or Summary of Stillwater Elevations table, w, fidned within the Flood Insurance Study (FIS) report that accompanies this FIRM Users should be aware that BEES shown on the FIRM represent ountied whole -fool elevations. These BFES are intended for flood insurance rating purposes only Sol Should net IS used as the sole source of flood elevation information. or Accdngly, flood elevation n data presented in the HIS rt reposhould be bull ized n conjunction with the FIRM for purposes of construction anclor flood plain management. Coastal0 Base Flood Elevations shown on this map apply only landward of IF Am erican adca If Vertical Datum of 1988 (NAND 88). Users of Ithis FIRM should be that coastal flood elevations are also provided in the Summary of Stillwater Elevations tables in the Flood Insurance Study report for this j.d.diction. Elevations shown in thelSummary of Stillwater Elevations tables should be used for construction ndlldpiainmanagement purposes when they are higher than the elevationssh..and/orn thisFIRM. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the National Flood Insurance Program. Floodway Study and other pertinent floodway data are provided in the Flood Insurance repel for this jurisdiction. Cedar, new not in Space Flood Hazard Areas may be protected by flood control structures. Refer to Section 24 "Flood Poll Measures' of the Flood Insurance Study report for infatuation on food cbmfiml structures for this jurisciption, The projection used in the preparation of this map was Universal Transverse Mercator (UTM) Zone 11. The horizontal datum was NAD 83, GRS80 spheroid. Differences in datum, spheroid, projection or UTM mines used in he production of FIRMS for adjacent jurisdictions may result in slight positional differences in map features across jurisdiction boundaries. These differences do hot affect the accuracy .fthis FIRM. Flood elevations on this map are referenced to the North American Vertical Datum of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same vertical datum For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the North American Vertical Datum of 1111 it the National Geodetic Survey webs its 'tht.11,,,.n,,n,aa.gov or contact obusct t he National Geodetic Survey a the followingaddress' N S Information Services NOAA N/NGS12 National Geodetic Survey SS M -3 , #9202 1315 East-West Highway Silver Spring Maryland 20910-3282 (301) 713-3k To obtain current elevation, description and or location information for Bell arks shown on this map, pleas contact contathe Information Services Branch of the National Geodetic Survey at (301) 7133242, or visit its website A http://ww,,nqs.noaa,g y. Base map information shown on this FIRM was denved from the National Agriculture ImageryProgram dated2005. This map reflect more detailed and p-t,-cat, stream channel configurations than th..e shownon the previousFIRM for this jurisdiction. The floodpisre, and floodways that wetransferred from the g... FIRM may have been adjusted t re o conform to these new Stream channel configurations. As a result, the Flood Profiles and Flooftay Data tables in the Flood Insurance Study Report (which centai he authoritative hydraulic data) may reed Stream channel distances that differ from what a Shown on this map. Corporate limits shown on this map are based on the best data available at the time of publication. Because changes due to annexations or de -annexations may he,, occurred after this map was published map users should contact appropriate community officials t,,"i —rent corporate limit locations. Please refer to the separately printed Map Index for an overview map of the county showing the layout ,f mac panels; conrhun ty map repository addresses, and a Us" n, Communities able containing National Flood Insurance Program of =unity as well as a listing of the panels on which each planes for each community is located. Contact the FEMA Map Service Center at 1-800368-9616 for information on available products associated with this FIRM. Available products may include previously issued Lai of Map Change a Flood Insurance Study report, and/or d,gra ,,in, of this map Th. FEMA Map Service Center may Wso be reached by Fax at 1-800-358-96M and its w.1mite at ITIF Imse.gov If you have questions about this map or questions concerning the National Flood nsu.n' Program in general, please call 1-877-FEMA MAP (1-877-336-2627) or visit the FEMA waterticat h1tpAfemaqov. LEGEND SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD The 1%annual fill (100-y— flood), also khm, c the ts, fil Is the nbcd that ha, a 1% chance of Laing 1 d or —. in any given y.r. — SImotil Flood Rean! i the she at, to flooding by the 11 chance11- Are. of Sxgal Flood11—i Include,bre, A T, elevation A , Alb, AO, AR, —, V, 1i VE. FI,rb Elevation , tre, pf the 1% ... wl chance flood. E A No Buse 11.1 Elevations Ferri ZONE AE Re. Flood El—- daternshel. E A. Flood depth, of I t, 3 fit fly ust, of bobi Mi Flood .hadetc-Ti— ZONE An FI1W hill Y I to 3 fact (usually inset fl 11 sloping ta 1r); may, depths dzenssed. For areas of alluvial fan I'll 'p... S. 'Eterm had. 17 AIR 51 Flood Hwd,j Area formerly protected from the 1% annual chance Ill W S flood control ts. that was subsequentlyd—infied. Z... AIR shoistas that the h""' flobc! control 'Y is being ha- to provide protection from the 1% an ... I chance .r chase, flood, ZONE A99 Area to W protected from 1% annual chance Tubb! by , Federal Ill ph,- wiltan .,d, mLi hi Fiborl Elevations determiner. -REV Cpastal T,rc mh with velocity h,,,d (—S salon); no ES, Fill rIbri ZONEVE flood wn, Sit, vsi babid ( soon); Flood Eli- d—Ti— FLOODWAY AREAS IN ZONE AE The uh—bythe o, .... I of, are, plus snyadpoeb, flobbip,in that rnui be kept hm, br=1h , thi the 1% .....I h.... Ciotti ran M ar ch- mcreasys in h'9ht,. = OTHER FLOOD AREAS ZONE Ancs, a b- shi plance flood; erazi . 1% sx,til chance food with u,,rbg, depth, of "" than 1 foot., with drainage brcb, — than , square mile; and areas pribrdifted by levees from 1%annual chance Flood. OTHER AREAS ZONE I 1 - I 1, 1, 11% ..... hrr, fl-d zone r which ni hbourd, are urdo,ohi but h COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS OTHERWISE PROTECTED AREAS (OPAS) @ ------- a 37'07'45", 32'22'30" 600000 FT DX551OX 6101 5 N 1--pir—l—ril Fib-, br—rity h revision history prior to countywide mapping, refer to the C,,i Map History table Iocate0 in the Flood Insurance Study reDoh for Mis jurisdiction. To determine if flood insurance is available in this 111hi w1blet you, 11sullo, 1911t or 1111 the NvI Fill Th—... P * 1-800-638,56211 MAP SCALE 1' = 5130' 250 0 500 100' FEET METERS 1 0 1 0 PANEL 0163J FIRM FLOOD INSURANCE RATE MAP ORANGE COUNTY, CALIFORNIA PANEL 163 OF 539 SEE MAP INDEX FOR Fl 3AITAAIA I W IF 1401�%1h.UsTlebi N ;_rg ' b. —d 'd 1r, I 1'vh_:=y v noro' the ii,bbspt 1 MAP NUMBER 06059CO163J Sufi MAP REVISED DECEMBER 3, 2009 Federal Emergerev Management Agency National Flood Hazard Layer FIRMette Feet 0 250 500 1000 1500 2000 F FEMA Legend SEE A MEET MR D No AND IN DID MR MR FIRM I LAROUT .a FAIR ..®.w': SPECTRAL eii mnm.�ao..g.P.. xo Agoo IS EJ Audi ,.m ,..., �nnmwedH.WSA.AN //w Redd.. mxmpmx xsOF OTHER AREAS OF ONUE wooxwwo '//s,® unm xsxa..e w..e..A iN F Manor rx0 Axu—CAR OF MMA'FLOOD HAZARD s.eemu or�rww.amfomm..... Tra- E=An Li a.. rumen. a. m,r - — FEATURESOTHER yd,era°n. ra.,. Dump DISDAMEDE A, Noppre weoe FORM MA°°AN pur e°osmords .. v pentsfiduwe ,.°,a..v ALI Frathe proper, EASE Thu repcompors Am FEMAss�n�Wsforthe Meet I fired maps if it is ToLved I mosocribrid Mine The b�map upon COLLINS with FEMAA assawarrep, suchreace standards auffientropere anae my TEn 11 . sup: rapid y ypami4srze AD ahot MrsevemmLEE re A, am.^ar DEALER or m....,.:.q5m EARN qThu F.FFFA( �WAV map _ .CF d Fhapu� mnFIf mekIROW e m<mvmo5 wQ xx-xxxx County of Orange/Santa Ana Region Priority Project Water Quality Management Plan (WQMP) Project Name: Mainplace Mall Specific Plan, Santa Ana, CA 2800 NORTH MAIN ST. SANTA ANA, CA 92705 TPM 2018-139 Prepared for: Centennial 8750 North Central Expressway, Suite 1740 Dallas, Texas 75231 (972) 888-8000 Prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, CA 92868 (714) 939-1030 April 24, 2019 Kimley,>))Horn Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Project Owner's Certification Planning Application No. (If applicable) Specific Plan Grading Permit No. N/A Tract/Parcel Map and Lots) TPM 2018-239 Building Permit No. N/A No. ........................................................................................................... ....................................................................:.................................................................................... :..................................................................................... Address of Project Site and APN 2800 North Main St. (If no address, specify Tract/Parcel Map and Lot Numbers) Santa Ana, CA 92705 This Water Quality Management Plan (WQMP) has been prepared for Centennial by Kimley- Horn and Associates, Inc. The WQMP is intended to comply with the requirements of the County of Orange NPDES Stormwater Program requiring the preparation of the plan. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan, including the ongoing operation and maintenance of all best management practices (BMPs), and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the current Orange County Drainage Area Management Plan (DAMP) and the intent of the non -point source NPDES Permit for Waste Discharge Requirements for the County of Orange, Orange County Flood Control District and the incorporated Cities of Orange County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors -in -interest shall bear the aforementioned responsibility to implement and amend the WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity. Owner: Oliver Robinson Title Company Centennial Address 8750 N. Central Expressway, Suite 1740 Dallas, Texas 75231 Email ORobinson@centennialrec.com Telephone # 972-888-8044 I understand my responsibility to implement the provisions of this WQMP including the ongoing operation and maintenance of the best management practices (BMPs) described herein. Owner Signature Date Centennial Section I Conceptual Specific Plan WQMP2019.04.24 - WQMP.docx Page i Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Preparer (Engineer): Jason Marechal Title Associate PE Registration# 63164 Company Kimley-Horn & Associates, Inc. Address 765 The City Drive, Suite 200, Orange, CA 92868 Email Jason.Marechal@kimley-hornxom Telephone # 1 (714) 705-1305 I hereby certify that this Water Quality Management Plan is in compliance with, and meets the requirements set forth in, Order No. R8-2009-0030/NPDES No. CAS618030, of the Santa Ana Regional Water Quality Control Board. Preparer Date Signature Place Stamp Here Centennial Section I Conceptual Specific Plan WQMP2019.04.24 - WQMP.docx Page ii Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Contents Section I Permit(s) and Water Quality Conditions of Approval or Issuance ........................1 Section II Project Description...............................................................................................3 Section III Site Description..................................................................................................16 Section IV Best Management Practices(BMPs)...................................................................19 Section V Inspection/Maintenance Responsibility for BMPs.............................................33 Section VI BMP Exhibit (Site Plan).......................................................................................34 Section VII Educational Materials.........................................................................................35 Appendices Attachment A......................................................................303d List Of Impaired Water Bodies Attachment B............................................................................. County Soils And Rainfall Maps Attachment C...............................................................................................Geotechnical Report AttachmentD............................................................................................................. (Not Used) AttachmentE............................................................................................................ Calculations Attachment F.............................................................................................Educational Materials AttachmentG............................................................................................................. (Not Used) Attachment H................................................................................. Conceptual WQMP Site Plan Attachment I.......................................................................................Transfer of Responsibility CentennialError! Reference source not found. Conceptual Specific Plan WQMP2019.04.24 - WQMP.docx Table of Contents Page iii Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Section I Permit(s) and Water Quality Conditions of Approval or Issuance Provide discretionary or grading/building permit information and water quality conditions of approval, or permit issuance, applied to the project. If conditions are unknown, please request applicable conditions from staff. Refer to Section 2.1 in the Technical Guidance Document (TGD) available on the OC Planning website (ocplanning.net). AL Project Infomation Permit A hcation No. / PP Grading or Building (If applicable) TBD Permit No. (If applicable) Address of Project Site 002-210 48 002-221-51 (or Tract Map and Lot Number if no address) 002-221-27 002-221-52 and APN 002-221-30 002-222-01 Water Quality Conditions of Approval or Issuance The project is required to prepare a PWQMP per the Orange County model PWQMP Report which states that a significant redevelopment project that creates or replaces 5,000 square feet or more of impervious area will require a PWQMP Report. Priority Project - All significant redevelopment projects, where Water Quality significant redevelopment is defined as the addition or Conditions of Approval replacement of 5,000 or more square feet of impervious surface on or Issuance applied to an already developed site. Redevelopment does not include this project. routine maintenance activities that are conducted to maintain (Please list verbatim.) original line and grade, hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety. Conditions of Approval have not yet been applied. This document relates to the master planning effort and Specific Plan for the Mainplace Mall redevelopment. Error! Reference source not found. Section I Conceptual Specific Plan WQMP Page 1 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Conceptual WQMP Was a Conceptual Water Quality Management This document is the Conceptual Water Quality Management Plan previously Plan for a master plan of several future developments. approved for this project? Watershed -Based Plan Conditions Provide applicable conditions from watershed No watershed WIHMPs or TMDLs apply to the project - based plans including WIHMPs and TMDLS. Error! Reference source not found. Section I Conceptual Specific Plan WQMP Page 2 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Section II Project Description III Project Description Provide a detailed project description including: • Project areas; • Land uses; • Land cover; • Design elements; • A general description not broken down by drainage management areas (DMAs). Include attributes relevant to determining applicable source controls. Refer to Section 2.2 in the Technical Guidance Document (TGD) for information that must be included in the project description. Description of Proposed Project € Project Priority - Category 8: All significant redevelopment projects, where Development € € significant redevelopment is defined as the addition or replacement of 5,000 or Category € more square feet of impervious surface on an already developed site. (From Model € i Redevelopment does not include routine maintenance activities that are WQMP, conducted to maintain original line and grade, hydraulic capacity, original Table 7.11-2; purpose of the facility, or emergency redevelopment activity required to protect or -3): public health and safety. ........................................................................................................................................................................................................................................................................................................................................... Project Area Number of Dwelling Units: Up to 1,900 allowed in € SIC Code: 5399, 5411, (412): € the Specific Plan. € 7000, 7830, 7990, 2,136,000 SF .......................................................................................................................................................................................................................................................................................................................................... Pervious Impervious Project Area .................................................................................................................................................................................................................................._................................................ Area Area Percentage Percentage (acres or sq. ft) (acres or sq. ft) .................................................................................................................................................................................................................... Pre -Project .................................................................................................................. Conditions 3.8 AC 7% 45.2 AC 93% €...................................................................€............................................... .......................................................€....................................................................................................€......................................................... Post -Project Conditions ....................................................... 4.9 AC 10% 44.1 AC 90% "s............................................................................................................................................................................................................................................................................... Drainage The City of Santa Ana owns and maintains an extensive network of storm drain Patterns/Con infrastructure, primarily storm drain mains manhole, and catch basins, nections throughout the City of Santa Ana. Portions of the City drain to the Santa Ana Centennial Section II Conceptual Specific Plan WQMP Page 3 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan River Watershed and others drain to the Newport Bay and Anaheim Bay - Huntington Harbor watersheds. A portion of MainPlace Mall is tributary to Santiago Creek (County drain E08), which lies south of the south leg of Mainplace Drive along the Project frontage. Santiago Creek discharges to the Santa Ana River (County drain E01) about one mile west of the Mall. The Santa Ana River drains south to the Pacific Ocean. Approximately 24.7 acres of the site drains to Santiago Creek. See drainage areas C, D, and E on the Existing Hydrology Map m Attachment H. The majority of the Site drains to the Caltrans drainage system associated with the Interstate 5/State Route 22 interchange. The Caltrans drainage system discharges directly to the Santa Ana River (County drain E01) at the interchange. The Santa Ana River drains south to the Pacific Ocean. The Mall lies within Zone X, which is outside the 100-year floodplain. Zone X is achieved in this area through the presence of levees alongside Santiago Creek. A small portion of the south edge of the south leg of Mainplace Drive lies within Zone AE, but the Zone AE designation does not extend to the Mall site. Both Santa Ana River Reach 1 and Santiago Creek are on the State's 303(d) list of impaired water bodies. Both watercourses have category 2 impairments; they can support some, but not all of, their State -defined beneficial uses. Santa Ana River Reach 1 has a fecal coliform impairment and Santiago Creek has an E Coli impairment. Neither watercourse has a Total Maximum Daily Load (TMDL) defined. In the existing condition, the site consists of an approximately 1,130,000 square foot building and three multilevel parking structures. The site is paved and mostly drains to the west. The City has confirmed that any connections to the City system will require City review only. Caltrans and County review of site drainage will not be required as long as site drainage connects directly to City infrastructure. The site is served by an existing storm drain system discharging to five different locations. On site drains range in size form 12" to 30" diameter. Approximately 10.2 acers of the North-east portion of the site drains to a 36' existing storm drain in Main Street at the intersection of Town and Country Road and Main Street. The existing easterly parking structure, approximately 4.6 acers, drains to the existing 36' storm drain line in Main Street. These areas, totaling approximately 14.8 acres, are tributary to Santiago Creek. Centennial Section II Conceptual Specific Plan WQMP Page 4 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Approximately 8.9 acers of the North-west portion of the site drain to an existing 30" RCP that crosses Mainplace Drive and connects to the adjacent Caltrans drainage system. Approximately 19.1 acers, including the existing mall building drains to an on -site storm drain system that surrounds the mall building and connects to the adjacent Caltrans drainage system. The south- west parking lot, approximately 6.2 acres, drains to a catch basin that connects to the adjacent Caltrans drainage system. These areas, totaling approximately 14.8 acres, are tributary to the Caltrans drainage system which in turn discharges to the Santa Ana River. In the proposed condition, drainage will flow away from the proposed and existing buildings and into one of several low points across the site. The existing storm drain infrastructure will largely remain in use. New inlets will tie into the existing storm drain lines as each phase comes online. Approximately 580' of offsite storm drain extension in Mainplace drive will be required to support the proposed development. The site drainage pattern will largely match the existing drainage pattern and will not significantly increase tributary area to any of the existing storm drain connections. Centennial Section II Conceptual Specific Plan WQMP Page 5 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan MainPlace Mall has evolved over several decades, from the original Fashion Square to the present mall of approximately 1,130,000 square feet of commercial uses. In 1983, the project was revised from an open-air mall to allow for an enclosed mall with additional office and hotel development allowed in addition to the retail uses. At that time an Environmental Impact Report was prepared and certified for the full build -out of that entitlement. Additional entitlements in in 2000 revised the allowable land uses established in 1983. The site currently consists of approximately 49.04 acres, with private internal driveways and infrastructure and a ring road (Mainplace Drive) that is a public right-of-way. The site has long been planned for further development, and existing entitlements allow the development of up to 1,500,000 square feet of office uses, as well as hotels and additional retail. The current owner wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the € allowed office and retail uses and adding residential uses. This diverse mixture of Narrative i uses fulfils the purpose of the General Plari s District Center land use by adding Project residential uses in a mixed -use setting. Descriptio s n: The existing mall is broken into eight parcels based on recorded Parcel Map (Use as 99-152. The present mall includes 1,130,000 square feet of retail uses within much an enclosed mall building. The vesting tentative parcel map approved in space as 2000 provided for up to 1,600,000 square feet (1,509,255 square feet were necessary. i developed at that time) of retail, cinema and restaurant uses, 1,500,000 square feet of office, and 400 hotel rooms. Under the Tentative Parcel Map, the maximum retail development continued to be 1,600,000 sf. The new owners of the mall wish to modernize the mall in keeping with mixed -use development principles. Table 1 below outlines the originally approved uses in 1983, revised uses approved in 2000, and the currently proposed uses, which will occur in multiple phases over a period of time: Table 1 xistmg and Proposed Entitlement Summary Land Use Original Approval 2000 Parcelo 1983 Map Retail1,600,000 sf 1,600,000 sf 1,400,000 sf Office1,500,000 sf 1,500,000 sf1 111 Hotel Centennial Section II Conceptual Specific Plan WQMP Page 6 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Residential � 11 Regionally, the proposed Project is located in the City of Santa Ana (hereinafter referenced as the City), centrally located in Orange County (see Figure 1). The land uses in the City vary from single residential to heavy manufacturing. The site is located at the southeast quadrant of the Interstate 5/State Route 22 interchange. This area of Santa Ana is characterized by relatively dense urban development including a varied mix of commercial, office, and residential land uses. The site is surrounded by the following uses: North: The site is bordered by SR 22 on the north, with single-family residential and office uses beyond, in the City of Orange. South: The site is bordered by Main Place Drive on its southern edge, with an existing office building on its southeastern corner and professional office zoning (SD65) beyond. East: The site is bordered by Main Street on its eastern edge with mixed use zoning (SD59) and commercial and multi -family uses in the City of Orange beyond. West: The site is bordered by Interstate 5 on the west, with single-family residential uses beyond. The current proposed Specific Plan defines two zoning categories: the mixed -use zone, and the commercial core zone. Both zones allow for a wide range of uses. The commercial core zone is comprised mostly of the area of the existing mall and surrounding ring road along with portion of the existing surface parking lot west of the existing mall building. A specific subdivision configuration has been determined based largely on the footprint of the existing mall and parking structured and the surrounding property boundaries. Table 2 below outlines the parcel sizes and zone for each parcel: Parcel Sizes and Zones Parcel Area (Acres) Zone 1 5.44 Mixed Use Centennial Section II Conceptual Specific Plan WQMP Page 7 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Centennial Section II Conceptual Specific Plan WQMP Page 8 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan CEQA Significance Thresholds Two of the CEQA thresholds being analyzed as part of the MainPlace Mall Specific Plan relate to the analysis in this Conceptual WQMP: Threshold (c) Would the project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off -site? (CEQA Environmental Checklist: Hydrology and Water Quality) Santiago Creek is the receiving water for a significant portion of the Mall site and is susceptible to hydromodification. Per the Orange County Technical Guidance Document for the Preparation of WQMPs, "The physical response of stream channels to changes in catchment runoff and sediment yield caused by land use modifications is referred to as hydromodification. Unless managed, hydromodfication can cause channel erosion, migration, or sedimentation, as well as biologic impacts to streams. Such impacts may be associated with impairment of beneficial uses and degradation of stream condition. Control approaches have evolved over time, with efforts first focused on managing peak flows and then on matching the peak, volume, and timing of an event hydrograph. The current understanding is that the long-term frequency, magnitude, and durations of the range of sediment transporting flows needs to be managed. This can be accomplished using structural BMPs designed to control the duration, frequency, and magnitude of the entire hydrograph from the project (i.e., flow duration control)." Projects that increase the flow rates and volumes for selected storm events could negatively impact downstream waterbodies that are subject to hydromodification. The TGD states: "In the North Orange County permit area, HCOCs are considered to exist if any streams located downstream from the project are determined to be potentially susceptible to hydromodification impacts and either of the following conditions exists: • Post -development runoff volume for the 2-yr, 24-hr storm exceeds the pre-development7 runoff volume for the 2-yr, 24-hr storm by more than 5 percent OR • Time of concentration of post -development runoff for the 2-yr, 24-hr storm event exceeds the time of concentration of the pre -development condition for the 2-yr, 24-hr storm event by more than percent" Centennial Section II Conceptual Specific Plan WQMP Page 9 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan The TGD includes the following caveat, "This TGD... interprets this provision such that increases in Tc would be acceptable and reduction in Tc of more than 5 percent would not be acceptable. This interpretation is consistent with the overall goal of the permit to protect receiving waters from stormwater impacts to the maximum extent practicable." Since the various parcels on the site are fully developed in the existing condition, no substantial changes to the 2-year storm volumes or times of concentration are anticipated; therefore, the specific plan projects are not expected to cause erosion or siltation in the downstream receiving waters. Threshold (e) Would the project create or contribute runoff water which would exceed the capacity of existing or planned storm water drainage systems or provide substantial additional sources of polluted runoff? (CEQA Environmental Checklist: Hydrology and Water Quality) Individual projects in the Specific Plan, as developed, will be required to implement Beast Management Practices (BMPs) to reduce the pollutants present in developed site stormwater to the Maximum Extent Practicable (MEP). Individual WQMPs specific to each priority project moving forward will be required. Each of those WQMPs will outline the site -specific BMPs required to achieve the MEP standard. The Projects in the specific plan are expected to produce several storm water pollutants including sediments, Nutrients, heavy metal, bacteria and other pathogens, oil and grease toxic organic compounds, and oil and grease. Reach 2 of the Santa Ana River, one of the site's receiving waters, is listed as impaired for indicator bacteria. Projects within the specific plan will include BMPs that reduce the levels of bacteria in site runoff and reduce the levels of other expected stormwater pollutants. The projects within the Specific Plan will utilize Low Impact Development (LID) BMPs to reduce the stormwater contaminants that leave the proposed developments, as prescribed by the TGD and City of Santa Ana. Per the County's Model Water Quality Management Plan (MWQME), an LID BMP "provides retention or biotreatment as part of an LID strategy - these may include hydrologic source controls (HSCs), retention, and biotreatment BMPs." The MWQMP set forth the following LID design criteria: • Priority Projects must infiltrate, harvest and use, evapotranspire, or biotreat/biofilter, the 85th percentile, 24-hour storm event (Design Capture Volume). • A properly designed biotreatment system may only be considered if infiltration, harvest and use, and evapotranspiration (ET) cannot be feasibly implemented for the full design capture volume. In this case, infiltration, harvest and use, and ET practices must be implemented to the greatest extent feasible and biotreatment may be provided for the remaining design capture volume. Centennial Section II Conceptual Specific Plan WQMP Page 10 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan In its preliminary engineering investigations, the soils engineer has determined that the top 30 feet of soil lacks the permeability to effectively infiltrate stormwater runoff. The underlying soils below a 30-foot depth tend to be more permeable in nature are feasible for infiltration. Additionally, the current groundwater table is in excess of 100 feet deep, allowing for potentially significant infiltration depths. However, the historical high groundwater levels are closer to 30 feet to 40 feet deep. Many agencies require the use of the historic high groundwater levels for the analysis of stormwater infiltration. In the event that the historic high groundwater is required for feasibility analysis, infiltration will not be feasible on -site and biofiltration BMPs will be required. If the historic high groundwater level is disregarded as a feasibility criterion, then deep infiltration through the use of dry wells or similar measure will likely be utilized across the site. Both infiltration and biofiltration BMPs sized per the TGD and MWQMP will reduce the pollutants in the developed condition stormwater runoff to the MEP standards set forth in the TGD. Centennial Section II Conceptual Specific Plan WQMP Page 11 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan II.2 Potential Stormwater Pollutants Determine and list expected stormwater pollutants based on land uses and site activities. Refer to Section 2.2.2 and Table 2.1 in the Technical Guidance Document (TGD) for guidance. Pollutants of Concern E=Expected to be of Pollutant concern Additional Information and Comments N=Not Expected to be of concern Suspended -Solid/ Sediment E ❑ N ❑ Expected for all proposed development types. Nutrients EH N ❑ Expected for all proposed development types. Heavy Metals EH N ❑ Expected for all proposed development types. Pathogens (Bacteria/ Virus) E ® N ❑ Expected for all proposed development types. Pesticides E ❑ N ❑ Expected for all proposed development types. Oil and Grease EH N ❑ Expected for all proposed development types. Toxic Organic Compounds EH N ❑ Expected for all proposed development types. Trash and Debris E ❑ N ❑ Expected for all proposed development types. II.3 Hydrologic Conditions of Concern Determine if streams located downstream from the project area are potentially susceptible to hydromodification impacts. Refer to Section 2.2.3.1 in the Technical Guidance Document (TGD) for North Orange County or Section 2.2.3.2 for South Orange County. ❑ No - Show map ® Yes - Describe applicable hydrologic conditions of concern below. Refer to Section 2.2.3 in the Technical Guidance Document (TGD). Centennial Section II Conceptual Specific Plan WQMP Page 12 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Santiago Creek is subject to hydromodification effects. The portion of the Project that drains to Santiago Creek will be evaluated to determine if the proposed 2-year storm runoff peak flow rates and volumes exceed existing conditions by more than 5%. IIA Post Development Drainage Characteristics Describe post development drainage characteristics. Refer to Section 2.2.4 in the Technical Guidance Document (TGD). MainPlace Mall is tributary to both Santiago Creek (County drain E08), which lies south of the south leg of Mainplace Drive along the Project frontage and the Santa Ana River (County drain E01), which lies west of the site, across Interstate 5. Santiago Creek is part of the Santa Ana River watershed and discharges to the Santa Ana River about one mile west of the Mall. The Santa Ana River drains south to the Pacific Ocean. Areas tributary to Santiago Creek are subject to hydomodification analysis. Areas tributary to Santa Ana River directly are not subject to hydromodification analysis. Existing Local Infrastructure: The site generally drains to three separate storm drain systems: Main Street Strom Drain System: The City owns and maintains an existing 36' to 42" diameter storm drain pipe in Main Street, immediately east of Mainplace Mall. The pipe drains from north to south and discharges into Santiago Creek. Mall drainage, other private development drainage, and City street drainage are commingled in this drain. Caltrans South Drainage System: When Caltrans widened Interstate 5 and State Route 22 for the 5/22 interchange project, it replaced a significant amount of local City drains with Caltrans drains within Caltrans right-of-way. Included is a small local storm drain network that drains southerly to Santiago Creek. This system commingles City drainage, Caltrans drainage from the northbound Interstate 5lanes, and drainage from a portion of the mall. Caltrans North Drainage System: Caltrans owns and maintains a substantial amount of drainage infrastructure for the 5/ 22 interchange project, with significant pipes, channels, and box culverts. The Caltrans north drainage system accepts local street drainage, private development drainage, including from Mainplace Mall, and freeway mainline and interchange drainage. This system discharges directly to Santa Ana River at the State Route 22 bridge over the River. Existing Site Infrastructure and drainage pattern: The site is served by an existing storm drain system discharging to six different locations. On -site drains range in size from 12" to 30" diameter. Centennial Section II Conceptual Specific Plan WQMP Page 13 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan A storm drain system in the on -site ring road primarily accommodates drainage from the existing mall building. The site surface lots generally drain away from the mall building toward Mainplace Drive on the west and north sides of the Mall and toward Main Street on the east side of the mall. A more detailed description of drainage patterns and connection points follows: Discharge Point A (CP-A): Approximately 19.2 acres of the site, including the mall building, drains into the existing on -site loop road storm drain and into an existing 30" City reinforced concrete pipe (RCP) that runs northwest under Mainplace Drive. The City RCP discharges into the adjacent Caltrans North drainage system. Discharge Point B (CP-B): Approximately 11.2 acres of the northwest portion of the site, including most of the two existing parking structures in the northwest quadrant, drains to an existing V' City RCP that runs northwest under Mainplace Drive. The City RCP also accommodates drainage form the Mainplace Drive right-of-way and discharges into the adjacent Caltrans North drainage system. Discharge Point C (CP-C): Approximately 11.7 acres of the North-east portion of the site (Ex-Cl, Ex-C2), including surface parking and a portion of the existing Macy's building, drains to a series of on -site inlets and drainage pipes. This portion of the private drainage system discharges to the Main Street storm drain system. Discharge Point D (CP-D): Approximately 7.2 acres of the site, comprising the south-west parking lot (Ex-D1), drains to an existing on -site catch basin that connects to the existing V' City RCP. This RCP runs west under Mainplace Drive, accommodates additional drainage from the Mainplace Drive right-of-way, and discharges to the Caltrans South drainage system. Discharge Point E (CP-E): The existing easterly parking structure, approximately 3.6 acres, drains to existing on -site inlets and drains. This portion of the private drainage system discharges to the Main Street storm drain system. Discharge Point E2 (CP-E2): A portion of the on -site loop road, approximately 1.2 acres drains to a City storm drain system in Broadway. The Broadway storm drain runs from north to south and discharges directly into Santiago Creek. II.5 Property Ownership/Management Describe property ownership/management. Refer to Section 2.2.5 in the Technical Guidance Document (TGD). Centennial Section II Conceptual Specific Plan WQMP Page 14 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan The majority of the specific plan area is owned by Centennial with a portion of the existing Mall owned by Macy's. There is potential for future sales and/or partnerships at the development sites are redeveloped. At this time, a precise site plan has not been developed. This report is linked to and required by a tentative parcel map and specific plan to rezone the property. Since there is no precise site plan at this time, this report is intended to discuss project feasibility and establish general guidelines for future development. Individual projects in the future will prepare separate WQMPs to accompany the individual project applications. For analytical purposes, it is conservatively assumed that the site will be 90% impervious. Centennial Section II Conceptual Specific Plan WQMP Page 15 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Section III Site Description III.1 Physical Setting Fill out table with relevant information. Refer to Section 2.3.1 in the Technical Guidance Document (TGD). Name of Planned Community/Planning Area (if applicable) Location/Address General Plan Land Use Designation Zoning Acreage of Project Site Predominant Soil Type MainPlace District Center 2800 North Main St. Santa Ana, CA 92705 East of Interstate 5, South of State Route 22, and West of Main Street. District Center To be overwritten by the proposed Specific Plan. Fture zones will be commercial Core and Urban Village. 49.04 AC (including both Centennial and Macs ownership) 1.9 III.2 Site Characteristics Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.2 in the Technical Guidance Document (TGD). Error! Reference source not found. Section III Conceptual Specific Plan WQMP 2019.04.24 - WQMP.docx Page 16 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Main Street Strom Drain System: The City owns and maintains an existing 36` to 42" diameter storm drain pipe in Main Street, immediately east of Mainplace Mall. The pipe drains from north to south and discharges into Santiago Creek. Mall drainage, other private development drainage, and City street drainage are commingled in this drain. Caltrans South Drainage System: When Caltrans widened Interstate 5 and State Route 22 for the 5/22 interchange project, it replaced a significant amount of local City drains with Caltrans drains within Caltrans right-of-way. Included is a small local storm drain network that drains southerly to Santiago Creek. This system commingles City drainage, Caltrans drainage from the northbound Interstate 5 lanes, and drainage from a portion of the mall. Caltrans North Drainage System: Caltrans owns and maintains a substantial amount of drainage infrastructure for the 5/ 22 interchange project, with significant pipes, channels, and box culverts. The Caltrans north drainage system accepts local street drainage, private development drainage, including from Mainplace Mall, and freeway mainline and interchange drainage. This system discharges directly to Santa Ana River at the State Route 22 bridge over the River. ............................................................................................................................................................................................................................................................................................................................. Orange County Hydrology Manual soils type B. Preliminary Soil Type, Geology, and geotechnical investigations and testing indicate that the top 30 Infiltration Properties feet of soils are generally impermeable and not feasible for infiltration. The soils below the top 30 feet are granular in nature and feasible for infiltration. Hydrogeologic Preliminary geotechnical investigations and testing indicate a (Groundwater) water table in excess of 100 feet below ground surface. Conditions However, the historic high water is in the range of 3040 feet below ground surface. Two infiltration tests were taken at the site at a depth of 10 feet to 15 feet. One of the infiltration tests had and adjusted Geotechnical Conditions infiltration rate of 0.64 inches per hour and the other had an (relevant to infiltration) adjusted infiltration rate of 0.54 inches per hour. Below a depth of 30 feet, the soils are more favorable for infiltration, though the historic high water reaches to the top of these soils. It is assumed at this time that near -surface infiltration will be feasible Error! Reference source not found. Section III Conceptual Specific Plan WQMP 2019.04.24 - WQMP.docx Page 17 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan across the site based on the two infiltration tests and the uniformity of soils in general across the site. Additional infiltration tests for individual future projects will be required when they are proposed. No off -site drainage is tributary to the site. The site is Off -Site Drainage surrounded by public streets and freeways that have constructed drainage systems. Significant underground utilities, including water, sewer, electrical, telephone, and gas utilities, are found primarily in the existing private mall ring road. BMPs will likely not be located within the ring road, but within the individual development Utility and Infrastructure sites, which will be primarily located in the existing parking lot Information areas that are relatively free of existing utilities. Individual projects within the Specific Plan will evaluate existing utilities on a case -by -case basis once precise site plans are developed. In general, infiltration BMPs will be located at a minimum of 10 feet from domestic water piping and 5 feet from other utilities. III.3 Watershed Description Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.3 in the Technical Guidance Document (TGD). Receiving Waters 303(d) Listed Impairments Applicable TMDLs Pollutants of Concern for the Project Environmentally Sensitive and Special Biological Significant Areas Santiago Creek, Santa Ana River Indicator Bacteria (Santa Ana River, Reach 2) No TMDLs Suspended Solid/Sediment, Nutrients, Heavy Metals, Pathogens, Pesticides, Oil and Grease, Toxic Organic Compounds, and Trash and Debris The Project site is not located 200 feet or adjacent to an Environmentally Sensitive Area (ESA) or an Area of Special Biological Significance (ASBS). Error! Reference source not found. Section III Conceptual Specific Plan WQMP 2019.04.24 - WQMP.docx Page 18 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Section IV Best Management Practices (BMPs) IV. 1 Project Performance Criteria Describe project performance criteria. Several steps must be followed in order to determine what performance criteria will apply to a project. These steps include: • If the project has an approved WIHMP or equivalent, then any watershed specific criteria must be used and the project can evaluate participation in the approved regional or sub -regional opportunities. (Please ask your assigned planner or plan checker regarding whether your project is part of an approved WIHMP or equivalent.) • Determine applicable hydromodification control performance criteria. Refer to Section 7.11-2.4.2.2 of the Model WQMP. • Determine applicable LID performance criteria. Refer to Section 7.11-2.4.3 of the Model WQMP. • Determine applicable treatment control BMP performance criteria. Refer to Section 7.11-3.2.2 of the Model WQMP. • Calculate the LID design storm capture volume for the project. Refer to Section 7.11- 2.4.3 of the Model WQMP. (NOC Permit Area only) Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility YES ❑ NO criteria or if there are opportunities identified for implementing LID on regional or sub -regional basis? In Centennial Section IV Conceptual Specific Plan WQMP Page 19 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Project Performance Criteria If HCOC exists, list applicable No HCOCs. The project 2-year runoff volume is not increased by hydromodification control more than 5% and the project time of concentration is not performance criteria (Section reduced by more than 5%. 7.II-2.4.2.2 in MWQMP) • Retain, on -site, (infiltrate, harvest and use, or evapotranspire) stormwater runoff as feasible up to the Design Capture Volume, and List applicable LID . Recover (i.e., draw down) the storage volume as soon as performance criteria (Section possible after a storm event and 7.II-2.4.3 from MWQMP) • Biotreat, on -site, additional runoff, as feasible, up to 80 percent average annual capture efficiency (cumulative, retention plus biotreatment), If it is not feasible to meet LID performance criteria through retention and/or biotreatment provided on -site or at a sub- regional/regional scale, then treatment control BMPs shall be List applicable treatment provided on -site or offsite prior to discharge to waters of the US. control BMP performance Sizing of treatment control BMP(s) shall be based on either the criteria (Section 7.II-3.2.2 from unmet volume after claiming applicable water quality credits. If MWQMP) treatment control BMPs can treat all of the remaining unmet volume and have a medium to high effectiveness for reducing the primary POCs, the project is considered to be in compliance. C = (0.75xo.9+.15)=0.825 D=0.80" P_@IOiTs Calculate LID design storm V=117,500 Cubic Feet capture volume for Project. After 50% reduction (see below for credits): V=58,750 Cubic Feet This volume is for the entire Specific Plan area. Centennial Section IV Conceptual Specific Plan WQMP Page 20 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan IV.2. Site Design and Drainage Describe site design and drainage including • A narrative of site design practices utilized or rationale for not using practices; • A narrative of how site is designed to allow BMPs to be incorporated to the MEP • A table of DMA characteristics and list of LID BMPs proposed in each DMA. • Reference to the WQMP "BMP Exhibit" • Calculation of Design Capture Volume (DCV) for each drainage area. • A listing of GIS coordinates for LID and Treatment Control BMPs. Refer to Section 2.4.2 in the Technical Guidance Document (TGD). DMA Area DCV Q LID Methodology Number (AC) (CF) (CFS) Parcel 1 5.44 6,500 0.58 Underground infiltration with hydrodynamic separator pretreatment. Parcel 2 1.63 2,000 0.17 Underground infiltration with hydrodynamic separator pretreatment. Parcel 3 1.91 2,300 0.20 Underground infiltration with hydrodynamic separator pretreatment. Parcel 4 1.76 2,100 0.19 Underground infiltration with hydrodynamic separator pretreatment. Parcel 5 2.83 3,400 0.30 Underground infiltration with hydrodynamic separator pretreatment. Parcel 6 22.9 27,500 2.46 Underground infiltration with hydrodynamic separator pretreatment. Parcel 7 4.05 4,900 0.43 Underground infiltration with hydrodynamic separator pretreatment. Parcel 8 3.08 3,700 0.33 Underground infiltration with hydrodynamic separator pretreatment. Parcel 9 1.97 2,400 0.21 Underground infiltration with hydrodynamic separator pretreatment. Parce110 1.66 2,000 0.18 Underground infiltration with hydrodynamic separator pretreatment. NAP 2.94 3,500 0.32 Underground infiltration with hydrodynamic separator pretreatment. Since this project is still in a forward planning stage, pecise BMP types and locations ae ubknown at this time. Where feasible, infiltration will be utilized. Where infiltration is infeasible, biofiltration will be utilized. Centennial Section IV Conceptual Specific Plan WQMP Page 21 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan IV.3 LID BMP Selection and Project Conformance Analysis Each sub -section below documents that the proposed design features conform to the applicable project performance criteria via check boxes, tables, calculations, narratives, and/or references to worksheets. Refer to Section 2.4.2.3 in the Technical Guidance Document (TGD) for selecting LID BMPs and Section 2.4.3 in the Technical Guidance Document (TGD) for conducting conformance analysis with project performance criteria. IV.3.1 Hydrologic Source Controls (HSCs) If required HSCs are included, fill out applicable check box forms. If the retention criteria are otherwise met with other LID BMPs, include a statement indicating HSCs not required. Name Included? Localized on -lot infiltration ❑ Impervious area dispersion (e.g. roof ❑ top disconnection) Street trees (canopy interception) Residential rain barrels (not actively ❑ managed) Green roofs/Brown roofs ❑ Blue roofs ❑ Impervious area reduction (e.g. ❑ permeable pavers, site design) A description of the use or non-use of each HSC follows: Localized on -lot infiltration: Parcel -by -parcel ungerground infiltration is anticipated, where feasible, rather than localized on -lot infiltration, particularly since near -surface soils are not feasible for infiltration. Impervious area dispersion (e.g. roof top disconnection): Parcel -by -parcel ungerground infiltration is anticipated, where feasible, in lieu of directing rooftops to landscape areas. The overall project density also is incompatible with typical rooftop disconnection. Where infiltration is infeasible, proprietary biofiltration BMPs with some evapotranspiration benefits are anticipated. Centennial Section IV Conceptual Specific Plan WQMP Page 22 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Street trees (canopy interception): Canopy coverage is proposed on -site. Residential rain barrels (not actively managed): This does not apply to large commercial sites. Green roofs/ Brown roofs: Green roofs are not proposed due to cost and maintenance concerns and the and environment of Southern California that does not lend itself to their use. Blue roofs: Blue roofs have limited use in commercial architecture. Impervious area reduction (e.g. permeable pavers, site design): Due to the overall site density, impervious area reduction is not proposed. Infiltration will be used, where feasible, in lieu of impervious area reduction. When individual projects with precise site plans are proposed, the HSCs will be depicted on the individual project applications. Centennial Section IV Conceptual Specific Plan WQMP Page 23 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan IV.3.2 Infiltration BMPs Identify infiltration BMPs to be used in project. If design volume cannot be met, state why. Name Included? Bioretention without underdrains ❑ Rain gardens ❑ Porous landscaping ❑ Infiltration planters ❑ Retention swales ❑ Infiltration trenches ❑ Infiltration basins ❑ Drywells ❑ Subsurface infiltration galleries French drains ❑ Permeable asphalt ❑ Permeable concrete ❑ Permeable concrete pavers ❑ Show calculations below to demonstrate if the LID Design Strom Capture Volume can be met with infiltration BMPs. If not, document how much can be met with infiltration and document why it is not feasible to meet the full volume with infiltration BMPs. Soil testing results have indicated that infiltration will likely be feasible in the first 30 feet of soil depth. Below 30 feet, the soils have better infiltration properties. The groundwater table is more than 100 feet deep based on current testing requirement; however, infiltration criteria is oftentimes based on the historic high water value. The historic high water is at 30 feet to 40 feet deep. The historic high water constraint, if applied to the site, would render deep infiltration infeasible since the deeper soils could be saturated. Additional infiltration tests will be required for individual project moving forward. Centennial Section IV Conceptual Specific Plan WQMP Page 24 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, describe any evapotranspiration and/or rainwater harvesting BMPs included. Name Included? All FISCs; See Section IV.3.1 Surface -based infiltration BMPs ❑ Biotreatment BMPs ❑ Above -ground cisterns and basins ❑ Underground detention ❑ Other: ❑ Other: ❑ Other: ❑ It is anticipated that the entire LID Design Strom Capture volume will be treated through infiltration. For sites where infiltration is infeasible based on site-spedfic infiltration testing, biofiltration would be used. Centennial Section IV Conceptual Specific Plan WQMP Page 25 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan IV.3.4 Biotreatment BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, and/or evapotranspiration and rainwater harvesting BMPs, describe biotreatment BMPs included. Include sections for selection, suitability, sizing, and infeasibility, as applicable. Name Included? Bioretention with underdrains ❑ Stormwater planter boxes with underdrains Rain gardens with underdrains ❑ Constructed wetlands ❑ Vegetated swales ❑ Vegetated filter strips ❑ Proprietary vegetated biotreatment systems Wet extended detention basin ❑ Dry extended detention basins ❑ If infiltration is infeasible on any of the development sites after site -specific infiltration testing, biotreatment BMPs are anticipated. Due to the density proposed on -site, proprietary biotreatment BMPs are the likely feasible biotreatment BMP. Proprietary BMPs shall be those that are independently certified and tested by public agencies, including the State of Washington or an equivalent nationally recognized certification. The sizing of biofiltration BMPs shall accommodate the treatment flow rates outlined in Section IV.2 of this report. IV.3.5 Hydromodification Control BMPs Hydromodification is not a concern since the proposed condition volume and peak runoff during the 2-year storm will not exceed the existing condition. The hydromodification analysis only pertains to the area of the master plan that is tributary to Santiago Creek. See Appnedix 4 for calculations on volumes and flow rates and a summary in the table below: Hydromodification - Flow Rate Analysis Drainage Area Existing 2-Year Peak Flow Rate (cfs) Proposed 2-Year Peak Flow Rate (cfs) Percent Increase C 18.88 19.32 2.3% D 10.01 10.42 4.1 % Centennial Section IV Conceptual Specific Plan WQMP Page 26 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan E 1.74 1.47 -15.5% Subtotal C through E 30.63 31.21 1.9% Drainage Area Existing 2-Year Volume (acre-feet) Proposed 2-Year Volume (acre-feet) Percent Increase C 1.54 1.61 4.5% D 0.96 0.75 -21.9% E 0.13 0.13 0% Subtotal C through E 2.63 2.49 -5.3% Areas C, D, and E drain to Santiago Creek, which is susceptible to hydromodification. The 2- year peak flow rate and volume increase from these areas is less than 5%. IV.3.6 Regional/Sub-Regional LID BMPs No regional or sub -regional LID BMPs are available or proposed. IV.3.7 Treatment Control BMPs Treatment control BMPs may be used as pre-treatment for certain LID BMPs, particularly infiltration BMPs. The sizing of treatment control BMPs shall accommodate the treatment flow rates outlined in Section IV.2 of this report. IV.3.8 Non-structural Source Control BMPs Fill out non-structural source control check box forms or provide a brief narrative explaining if non- structural source controls were not used. Non -Structural Source Control BMPs Check One If not applicable, state brief reason Identifier Name Included Not Applicable Centennial Section IV Conceptual Specific Plan WQMP Page 27 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Education for Property N1 Owners, Tenants and ® ❑ Occupants .................................................................................................................................................................................................................................................................................................................................... N2 Activity Restrictions ® ❑ .................................................................................................................................................................................................................................................................................................................................... N3 Common Area Landscape ❑ ❑ Management .................................................................................................................................................................................................................................................................................................................................... N4 BMP Maintenance ❑ ❑ .................................................................................................................................................................................................................................................................................................................................... Title 22 CCR Compliance N5 (How development will ® El wastenot anticipated onsite. anticipated comply) .................................................................................................................................................................................................................................................................................................................................... Industrial uses are not N6 Local Industrial Permit ❑ ® proposed in the Specific Compliance Plan. .................................................................................................................................................................................................................................................................................................................................... N7 Spill Contingency Plan ® ❑ .................................................................................................................................................................................................................................................................................................................................... N8 Underground Storage Tank El ® No USTs are anticipated Compliance on the site. .................................................................................................................................................................................................................................................................................................................................... N9 Hazardous Materials El® Hazardous waste is not anticipated onsite. Disclosure Compliance .................................................................................................................................................................................................................................................................................................................................... N10 Uniform Fire Code El® Hazardous waste is not anticipated onsite. Implementation .................................................................................................................................................................................................................................................................................................................................... N11 Common Area Litter Control ® ❑ .................................................................................................................................................................................................................................................................................................................................... N12 Employee Training ❑ ❑ .................................................................................................................................................................................................................................................................................................................................... N13 Housekeeping of Loading ® ❑ Docks .................................................................................................................................................................................................................................................................................................................................... N14 Common Area Catch Basin ® ❑ .................................................................................................................................................................................................................................................................................................................................... Inspection N15 Street Sweeping Private ® ❑ Streets and Parking Lots .................................................................................................................................................................................................................................................................................................................................... Retail gasoline outlets are N16 ❑ ® not anticipated on the Retail Gasoline Outlets site. Centennial Section V 2019.04.24 - WQMP.docx Page 28 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan IV.3.9 Structural Source Control BMPs Fill out structural source control check box forms or provide a brief narrative explaining if structural source controls were not used. Structural Source Control BMPs Check One Identifier Name If not applicable, state brief Not Included Applicable reason S1 Provide storm drain system ® ❑ stenciling and signage Design and construct outdoor Outdoor storage areas are S2 material storage areas to reduce El® not anticipated on the site. pollution introduction Design and construct trash and S3 waste storage areas to reduce ® ❑ pollution introduction Use efficient irrigation systems S4 & landscape design, water ® ❑ conservation, smart controllers, and source control S5 Protect slopes and channels and ❑ ® Slopes and channels are not provide energy dissipation anticipated. Incorporate requirements applicable to individual priority El ❑ N/A - North OC template. project categories (from SDRWQCB NPDES Pennit) S6 Dock areas ® ❑ S7 Maintenance bays ❑ ® Maintenance bays are not anticipated. S8 Vehicle wash areas ❑ ® Vehicle wash areas are not anticipated. S9 Outdoor processing areas ❑ ® Outdoor processing areas are not anticipated. S10 Equipment wash areas ❑ ® Equipment wash areas are not anticipated. LS, Fueling areas El® Fueling areas are not anticipated. Centennial Section V 2019.04.24 - WQMP.docx Page 29 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan S12 Hillside landscaping ❑ ® Hillsides are not anticipated. S13 Wash water control for food ® ❑ preparation areas S14 Community car wash racks ❑ ® Community car wash racks are not anticipated. Implementation of Structural BMPs S1. Storm Drain System Stenciling and Signage Phrase "No -Dumping- Drains to Oceans" or equally effective phrase is to be placed on each catch basin and storm drain inlet to inform the public of the destination of pollutants discharged into stormwater. Catch basin signage shall be inspected for legibility no less than once per year. The catch basin stencil shall be kept onsite. Catch basins shall be re -stenciled when phrase is no longer legible. See BMP SD-13, Storm Drain Signage, in Section VII for more information. S3. Design and construct trash and waste storage areas The trash storage areas will be paved with an impervious surface. No drainage will be directed toward the trash areas and the enclosures will be walled on all four sides to minimize spillage of trash into the Site. For additional information, see BMP SD-32, Trash Storage Areas, in Section VII. Storm drain inlets near or adjacent to trash enclosures must be checked and cleared of debris on a regular basis, and before and after storms. S4. Use efficient irrigation systems & landscape design The proposed landscape and irrigation system shall group plants with similar water requirements in order to reduce excess irrigation runoff and promote surface filtration and shall comply with the Santa Ana Municipal Code. Monthly inspection of the irrigation system shall be conducted to insure efficient water uses. See BMPs SC-41, Building and Grounds Maintenance, SD-10, Site Design and Landscape Planning, and SD-12, Efficient Irrigation, in Section VII. S6. Dock Areas New dock areas shall include specific BMPs such as catch basin filters to treat runoff before discharge to the storm drain system. Covered docks do not require catch basin filters and shall drain to the sewer system. Docks shall be designed to minimize run-on. 513. Wash water control for food preparation areas Food establishments (per State Health & Safety Code 27520) shall have either contained areas or sinks, each with sanitary sewer connections for disposal of wash waters containing kitchen and food wastes. If located outside, the contained areas or sinks shall also be structurally covered to Centennial Section V 2019.04.24 - WQMP.docx Page 30 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan prevent entry of stormwater. Adequate signs shall be provided and appropriately placed stating the prohibition of discharging washwater to the storm drain system IV.4 Alternative Compliance Plan (If Applicable) IV.4.1 Water Quality Credits The Site is eligible for several water quality credits due to its density, the nature of the delveopment, and its location within the City. Description of Proposed Project Project Types that Qualify for Water Quality Credits (Select all that apply): Redevelopment ; UBrownfield redevelopment, meaning 12�1 Higher density development projects which projects that reduce the redevelopment expansion, or reuse of real include two distinct categories (credits can only overall impervious I property which may be complicated by the betaken for one category): those with more footprint of the project ; presence or potential presence of hazardous ! than seven units per acre of development (lower site. substances, pollutants or contaminants, and credit allowance); vertical density which have the potential to contribute to developments, for example, those with a Floor adverse ground or surface WQ if not to Area Ratio (FAR) of 2 or those having more redeveloped. than 18 units per acre (greater credit allowance). 1_.. ... .... .... .... .... .... .... .... .... .... .... .... .... .... _..A ® Mixed use development, .. .. .. .. .. .. .. .. .. .. ....__.._.... .... .... _.._.... .... .... .... .... .... .... .... .... ... .. .. .. .. .. .. .. .. .. .....__..__..__..__..__..__..__..__..__..__..__..__..__..__..__... such as a ❑ Transit -oriented developments, such as a i ® Redevelopment projects combination of residential, commercial, ; mixed use residential or commercial area in an established historic industrial, office, institutional, or other land uses which incorporate design principles that can demonstrate environmental benefits that would not be realized through single use projects (e.g. reduced vehicle trip traffic with the potential to reduce sources of water or air pollution). designed to maximize access to public transportation; similar to above criterion, but ; where the development center is within one half mile of amass transit center (e.g. bus, rail, light rail or commuter train station). Such projects would not be able to take credit for both categories, but may have greater credit assigned district, historic preservation area, or similar significant city area including core City Center areas (to be defined through mapping). ❑Developments with i® Developments ❑ ❑ Live -work hi -fill projects, the dedication of ' in a city center ! Developments developments, a variety of j COUVerSlori Of empty undeveloped portions to ! are& in historic developments designed to lots and other parks, preservation ;districts or support residential and areas and other pervious historic vocational needs together - ' underused spaces into uses. 1 preservation similar to criteria to mixed more beneficially used ; areas. ! use development; would not Spaces SUCK as be able to take credit for j residential Or both categories. ; commercial areas. Calculation of Water Quality Credits (if applicable) Vertical density as defined - 20 percent: The project proposes an FAR in excess of 2.0. Mixed use development, transit oriented development or live -work development -20percent: Theproject proposed a mix of uses including retail, residential, office, and entertainment. In fill development -10 percent The project will replace surface parking with vertical development. City Center Redevelopment - 10 percent The general plan land use designation is "District Center." Total Credits: 60% (50% is maximum allowable). A 50% credit is applied to flow and volumes. Centennial Section V 2019.04.24 - WQMP.docx Page 31 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan IV.4.2 Alternative Compliance Plan Information An alternative compliance plan is not being pursued for the Project. Centennial Section V 2019.04.24 - WQMP.docx Page 32 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Section V Inspection/Maintenance Responsibility for BMPs BMP Inspection/Maintenance Inspection/ Reponsible Maintenance Minimum BMP Frequency of Party(s) Activities Activities Required Not applicable at this time. Proposed BMPs in this report are speculative in nature and final detail will be provided at the time that individual development projects are developed. Centennial Section V 2019.04.24 - WQMP.docx Page 33 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Section VI BMP Exhibit (Site Plan) VIA BMP Exhibit (Site Plan) Include a BMP Exhibit (Site Plan), at a size no less than 24" by 36," which includes the following minimum information: • Insert in the title block (lower right hand corner) of BMP Exhibit: the WQMP Number (assigned by staff) and the grading/building or Planning Application permit numbers • Project location (address, tract/lot number(s), etc.) • Site boundary • Land uses and land covers, as applicable • Suitability/feasibility constraints • Structural BMP locations • Drainage delineations and flow information • Delineate the area being treated by each structural BMP • GIS coordinates for LID and Treatment Control BMPs • Drainage connections • BMP details • Preparer name and stamp Please do not include any areas outside of the project area or any information not related to drainage or water quality. The approved BMP Exhibit (Site Plan) shall be submitted as a plan sheet on all grading and building plan sets submitted for plan check review and approval. The BMP Exhibit shall be at the same size as the rest of the plan sheets in the submittal and shall have an approval stamp and signature prior to plan check submittal. VI.2 Submittal and Recordation of Water Quality Management Plan Following approval of the Final Project -Specific WQMP, three copies of the approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be submitted. In addition, these documents shall be submitted in a PDF format. Each approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be recorded in the Orange County Clerk -Recorder's Office, prior to close-out of grading and/or building permit. Educational Materials are not required to be included. Centennial Section VI Conceptual Specific Plan WQMP Page 34 Water Quality Management Plan (WQMP) Mainplace Mall Specific Plan Section VII Educational Materials Refer to the Orange County Stormwater Program (ocwatersheds.com) for a library of materials available. Please only attach the educational materials specifically applicable to this project. Other materials specific to the project may be included as well and must be attached. Education Materials Residential Material (http://www.ocwatersheds.com) Check If Applicable Business Material (http://www.ocwatersheds.com) Check If Applicable The Ocean Begins at Your Front Door ® Tips for the Automotive Industry ❑ Tips for Car Wash Fund-raisers ❑ Tips for Using Concrete and Mortar ❑ Tips for the Home Mechanic ❑ Tips for the Food Service Industry ❑ Homeowners Guide for Sustainable Use ❑ Proper Maintenance Practices for Your Business ElWater Household Tips ❑ Other Material Check If Proper Disposal of Household Hazardous W aste El Recycle at Your Local Used Oil Collection Center (North County) ❑ ❑ Recycle at Your Local Used Oil Center (Central County) El ElCollection Recycle at Your Local Used Oil Collection Center (South County) ❑ ❑ Tips for Maintaining a Septic Tank El ElSystem Responsible Pest Control ❑ ❑ Sewer Spill ❑ ❑ Tips for the Home Improvement El ElProjects Tips for Horse Care ❑ ❑ Tips for Landscaping and Gardening ❑ ❑ Tips for Pet Care ❑ ❑ Tips for Pool Maintenance ❑ ❑ Tips for Residential Pool, Landscape and Hardscape Drains ❑ ❑ Tips for Projects Using Paint ❑ ❑ Note: Educational materials will be provided in individual prcjcet WQMPs. Centennial Section VII 2019.04.24 - WQMP.docx Page 35 ATTACHMENT A 303d LIST OF IMPAIRED WATER BODIES Pollutant: Indicator Bacteria Final Listing Decision: List on 303(d) list (TMDL required list) Last Listing Cycle's Final New Decision Listing Decision: Revision Status Revised Sources: Source Unknown Expected TMDL 2021 Completion Date: Impairmentfrom Pollutant Pollutant or Pollution: Regional Board USEPA Final Approval Decision Details: Conclusion: The November 12, 2010 USEPA partial approval letter and the October 11, 2011 final approval letter both from Alexis Strauss, USEPA Region 9, to Tom Howard, SWRCB, concluded the following: USEPA added Santa Ana River, Reach 2 to the list of water quality limited segments requiring a TMDL for indicator bacteria. This water body is designated as a Water Contact Recreation (REC1) water body either explicitly or implicitly as tributaries to other designated segments (RWQCB Santa Ana Region, 2008, Table 3-1, pp.3-23 - 3-35). The Santa Ana Basin Plan has the following water quality objective for fecal coliform to protect REC1 beneficial use: Fecal coliform: log mean less than 200 organisms/100 mL based on five or more samples/30 day period, and not more than 10% of the samples exceed 400 organisms/100 mL for any 30-day period. (RWQCB Santa Ana Region, 2008, pp.4- 9) Recent monitoring data collected in this water body measures Escherichia coli (E. coli) indicator bacteria. E. coli is one species within the broader category of fecal coliform bacteria and monitoring data for E. coli can be used to evaluate whether the fecal coliform objective is being met in the subject water body. In addition, USEPA has recommended that California use USEPA's Ambient Water Quality Criteria for Bacteria (1986) when there is no adopted E. coli standard. Specifically, USEPA recommends that for REC1 beneficial use the following criteria be used: Steady state geometric mean indicator density - 126 indicator densities/100ml Designated beach area (upper 75% confidence limit) - 235 indicator densities/100ml (EPA, 1986, Table 4, pp.15) USEPA compared the E. coli data for subject water bodies to the Basin Plan's fecal coliform objective, as well as to USEPA's recommended E. coli criteria and the results were: 1. Thirty-seven of the 150 samples taken exceeded the USEPA E. coli criteria (235 organ isms/100m 1). 2. Twenty-seven of the 150 samples taken exceeded the Basin Plan objective for fecal coliform (400 organism s/100m1). For this water body segment, sufficient exceedances of the fecal coliform objective and the USEPA recommended criteria exist to merit listings per the 10% exceedance threshold for conventional pollutants expressed in Table 3.2 of the State Listing Policy. For historical clarification, the Regional and State Water Board detailed decision recommendations made prior to USEPA's final decision are presented in their respective recommendation fields in this decision. Note: All lines of evidence (LOEs) previously made by the Regional Boards have been revised where necessary in accordance with USEPA's final decision. Regional Board Decision Regional Water Board Decision Recommendation (prior to State Water Board Recommendation: approval): This pollutant is being considered for placement on the section 303(d) list under section 3.3 of the Listing Policy. One line of evidence is available in the administrative record to assess this pollutant. Thirty of 64 samples exceeded the EPA's single sample value of 236. While the frequency of measurements above this single sample value would warrant listing pursuant to the Listing Policy (Table 3.2), listing on the bases of these data is not appropriate at this time, based on the following: (1). The samples were collected on a monthly basis, insufficient samples were collected to derive geomeans. EPA has made clear in relevant guidance and regulation on EPA's bacteria criteria (e.g., Section IV B 3 of 40 CFR Part 131 (Water Quality Standards for Coastal and Great Lakes Recreation Waters, Final Rule) that the geometric mean is the more relevant value for ensuring that appropriate actions are taken to protect and improve water quality because it is a more reliable measure, being subject to less random variation and more directly linked to the underlying studies on which the 1986 bacteria criteria were based. EPA has consistently stated that the single sample standard is best used in making beach notifications and closure decisions. (2). The single sample value of 236 employed for comparative purposes is inappropriate since it is based on inappropriate assumptions regarding data variability and the intensity of recreational use at the sites (there are not designated beach areas). The value of 236 is derived based on the assumptions that (1) the log standard deviation of measured E. coli concentrations is 0.4 (essentially a default value that is assumed in the absence of adequate data/analysis), and (2) that the 75th percentile value should be selected to protect designated beach areas. EPA recommends that this percentile value be used for designated beach areas where a higher level of confidence is needed to assure that the geomean is being met. (As described in detail by EPA, single sample maximum values are statistical constructs designed to provide the assurance that geomean objectives are met. Greater confidence is needed where recreational use, and the threat of exposure, is highest; where there is limited recreational use, lower confidence is needed that the geomean is achieved.) However, the waters at issue here are not designated beach areas and receive little recreational use. Further, data variability is higher than the default value of 0.4. As a result, the applicable single sample value for comparative assessment purposes is not 236, but a higher value (which should be determined through a standards setting process, the Stormwater Quality Standards Task Force is engaged in this effort right now. Based on the readily available data and information, the weight of evidence indicates that there is sufficient justification against placing this water segment -pollutant combination on the section 303(d) list in the Water Quality Limited Segments category. This conclusion is based on the staff findings that: 1. The data used satisfies the data quality requirements of section 6.1.4 of the Policy. 2. The data used satisfies the data quantity requirements of section 6.1.5 of the Policy. 3. Thirty-three of 199 samples exceeded the Ocean Plan's single sample standard and this standard is not appropriate on which to base listing decisions. The geometric mean standard is the appropriate standard on which to base listing decisions. The data available consists of monthly samples and geometric means can not be calculated. 4. Pursuant to section 3.11 of the Listing Policy, no additional data and information are available indicating that standards are not met. RWQCB staff concludes that the water body -pollutant combination should not be placed on the section 303(d) list because standards are not being exceeded.. State Board Review of For historical clarification, the Regional and State Water Board detailed decision Regional Board recommendations made prior to USEPA's final decision are presented in their Conclusion and respective recommendation fields in this decision. Recommendation: Note: All lines of evidence (LOEs) previously made by the Regional Boards have been revised where necessary in accordance with USEPA's final decision. State Board Decision State Water Board Decision Recommendation (prior to USEPA approval): Recommendation: The April 19, 2010 State Water Board staff report for the 2010 Integrated Report recommended to place this water body on the 303(d) list for E. coli based on the following: As a result of State Board staff review, State Water Board staff does not concur with RWQCB Decision to not place this water body -pollutant combination on the section 303(d) list of water quality limited segments. Listing Policy section 6.1 requires all readily available data and information shall be evaluated. In the absence of geometric mean information single sample data will be assessed. State Water Board staff agreed with the assessment contained in the associated LOE developed by Regional Board which is based on, water quality criteria of 235 MPN per 100ml (REC-1). It is State Water Boards position that based on the readily available data and information, the weight of evidence indicates that there is sufficient justification in support of placing this water segment -pollutant combination on the section 303(d) list in the Water Quality Limited Segments category. This conclusion is based on the staff findings that: 1. The data used satisfies the data quality requirements of section 6.1.4 of the Policy. 2. The data used satisfies the data quantity requirements of section 6.1.5 of the Policy. 3. Thirty-three of 199 samples exceeded the single sample water quality objective for E. coli in fresh water and this exceeds the allowable frequency listed in Table 3.2 of the Listing Policy. 4. Pursuant to section 3.11 of the Listing Policy, no additional data and information are available indicating that standards are not met. At the June 15, 2010 State Water Board meeting for approval of the 2010 Integrated Report, the State Water Board directed staff to reevaluate the listing recommendation for this water body -pollutant combination. Based on this reevaluation, State Water Board staff continued to recommend to place this water body on the 303(d) list for E. coli. At the August 4, 2010 State Water Board's follow-up Board meeting for approval of the 2010 Integrated Report, the State Water Board did not approve the staff recommendation and decided to not place this water body on the 303(d) list for E. coli. After review of this Regional Board decision, the State Water Board recommends that this water body -pollutant combination should not be placed on the section 303(d) list because it cannot be determined if applicable water quality standards are being exceeded. USEPA Action (if USEPA identified this water body as a water quality limited segment requiring a applicable): TMDL for this pollutant. ATTACHMENT B COUNTY SOILS AND RAINFALL MAPS r _� � � y,;, �� J� Susceptibility Potential Areas of Erosion, Habitat, & Physical Structure Susceptibility Channel Type r Earth (Unstable) r Earth (Stabilized) — Stabilized San GabrielCoyoteCreek Tidel Influence Watershed c Mean High Water Line (4 28') Water Body 0 Basin 0 Dam Lake Reservoir Forest Areas Cleveland National Forest Federal Lands 7 Amarus Salt Marsh AnaheimBay- 'J Huntington Harbor Watershed Stabilized by Grade Control Structure 1 A SITE San Bernardino County 2 } Cievesand For est Rd 2012 \ LAHKA xn.� Riverside County NOTE ON HYDROMODIFICATION: THIS MAP APPEARS TO SHOW THE ENTIRE SITE IN A HYDROMODIFICATION i ZONE, DUE TO THE ASSUMPTION THAT THE ENTIRE SITE DRAINS TO south orange SANTIAGO CREEK, THE EAST PORTION OF THE SITE DOES DRAIN TO A CITY County DRAIN THAT OUTLETS TO SANTIAGO CREEK. THE WEST PORTION OF THE SITE DRIANS TO A CALTRANS DRAINAGE SYSTEM THAT OUTLETS DIRECTLY TO THE SANTA ANA RIVER, IS SHOUD NOT BE CONSIDERED IN A HYDROMODIFICATION ZONE Feet 0 12, 000 24, 000 Sources Esri, DeLorme, NAVTEG, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), Ton -Tom , 2012 ATE (FEB 2013) 19 Q 19 Q � Q b Q BE N Q a nn�� U V � 0 � �N�J 9G far BEBe. far 0 BE 9G Q Nr 0 Q o U Go K 0 a U FIGURE Q� ATTACHMENT C GEOTECHNICAL REPORT FEASIBILITY GEOTECHNICAL EXPLORATION MAINPLACE MALL TRANSFORMATION PROJECT 2800 N. MAIN STREET CITY OF SANTA ANA, ORANGE COUNTY, CALIFORNIA Prepared for: KIMLEY-HORN AND ASSOCIATES, INC. 765 The City Drive, Suite 200 Orange, California 92868 Project No. 12126.001 January 7, 2019 4 Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY January 7, 2019 Project No. 12126.001 Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Attention: Ms. Margit Allen Subject: Feasibility Geotechnical Exploration MainPlace Mall Transformation Project 2800 N. Main Street City of Santa Ana, Orange County, California In accordance with our two proposals dated May 31, 2018, and August 31, 2018, Leighton and Associates, Inc. (Leighton) is pleased to present this report of our feasibility geotechnical exploration for the proposed MainPlace Mall Transformation Project located at 2800 N. Main Street, City of Santa Ana, Orange County, California. The proposed transformation plan is to convert the existing mall to an urban mixed -use development consisting of hotels, office buildings, retails, multi -level multi -family residential buildings, and new parking structures. Based on the results of our exploration of the site, the proposed transformation plan is feasible from a geotechnical point of view. This report summarizes 1) the findings of our exploration, 2) geotechnical design considerations for the proposed transformation, and 3) preliminary recommendations for the associated developments. It is anticipated that design level explorations will be performed to develop recommendations for design and construction of the project. 17781 Cowan • Irvine, CA92614-6009 949.250.1421 - 949.250.1114 Fax Main Place Mall Transformation Project 12126.001 We appreciate the opportunity to provide our services for this project. If you have any questions or concerns, please contact us at your convenience. The undersigned can be reached at (866) LEIGHTON, specifically at the phone extension and e-mail address listed below. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. 2incent P. Iq PE, 2522 Senior Principal Engineer Ext. 1682, vioC&eiahtonarouo.com NANPI/Ir Distribution: (1)Addressee a# Leighton MainPlace Mall Transformation Project 12126.001 TABLE OF CONTENTS Section Paqe 1 INTRODUCTION.................................................................................................. 1 1.1 Site Description and Proposed Development.......................................................1 1.2 Objective and Scope of Work...............................................................................2 2 FIELD AND LABORATORY EXPLORATION.....................................................4 2.1 Subsurface Soil Conditions..................................................................................4 2.2 Groundwater Conditions......................................................................................5 2.3 Field Infiltration Test.............................................................................................5 2.4 Geotechnical Laboratory Testing.........................................................................6 3 SEISMIC HAZARD ASSESSMENTS................................................................... 7 3.1 Surface Fault-Rupture..........................................................................................7 3.2 Seismicity and Ground Shaking...........................................................................7 3.3 Liquefaction Potential...........................................................................................8 3.4 Seismically -Induced Settlement...........................................................................9 3.5 Seismically -Induced Lateral Spread.....................................................................9 3.6 Flood hazards......................................................................................................9 3.7 Other hazards....................................................................................................10 4 CONCLUSIONS AND DESIGN CONSIDERATIONS ........................................ 11 4.1 Conclusion.........................................................................................................11 4.2 Design Considerations.......................................................................................11 4.2.1 Site Grading...........................................................................................11 4.2.2 Trench Backfill........................................................................................13 4.2.3 Foundation Design Recommendations...................................................13 4.2.4 Earth Retaining Structures.....................................................................15 4.2.5 Surface Drainage...................................................................................16 4.2.6 Corrosion Protection Measures..............................................................16 4.2.7 Pavements.............................................................................................17 4.2.8 Stormwater Management.......................................................................19 5 LIMITATIONS.....................................................................................................20 ATTACHMENTS Figure 1 — Site Location Map Figure 2 — Exploration Location Map Figure 3 — Regional Geology Map Figure 4 — Regional Fault and Historic Seismicity Map Figure 5 — Seismic Hazard Map Figure 6 — Flood Hazard Zone Map !oto jo Leighton MainPlace Mall Transformation Project 12126.001 Appendix A — References Appendix B — Boring Logs Appendix C — Laboratory Testing Data Appendix D — Preliminary Infiltration Test Data Appendix E — Site Seismology Parameters Appendix F — Liquefaction and Seismically -Induced Settlement Analysis Leighton MainPlace Mall Transformation Project 12126.001 1 INTRODUCTION 1.1 Site Description and Proposed Development The project site is located at 2800 N. Main Street in the city of Santa Ana, Orange County, California. The site location (latitude 33.7755050, longitude - 117.869651 °) and immediate vicinity are shown on Figure 1, Site Location Map. The site consists of the following six (6) Assessor Parcels: Parcel 002-210-48 NumbersAssessor's 002-221-51 002-221-27 002-221-52 002-221-30 002-222-01 The project site is irregular in shape and is approximately 49 acres in size. The site is currently occupied by one centralized 2- to 3-story shopping mall, three 2- to 3-story parking structures, and six open at -grade parking lot areas. Site elevations range from about Elevation (El.) +145 feet above mean sea level (msl) in the southwestern portion of the site to El. +156 feet above msl in the northeast. Based on review of historic aerial photographs (Referenced Aerial Photographs, Appendix A; NETR, 2018), the site was primarily utilized for agricultural purposes (citrus groves) with several residential structures associated with the agricultural land along Main Street in the eastern portion of the site between approximately 1938 and 1952. By approximately 1963, initial development of the site was completed to include paved surface parking and access roads surrounding a centralized shopping mall, a large building in the southern portion of the site and a small building in the southwestern portion of the site. It appears that the southernmost margins of the site still contained some citrus groves in 1963. By approximately 1972, the citrus groves were removed from the southernmost margins of the site and by approximately 1980 one of the parking structures was constructed in the western portion of the site. Between approximately 1980 and 1995, major redevelopment occurred resulting in development similar to the site as it exists today. Based on the current Conceptual Site Plan for the project prepared by Omniplan Architects, dated May 2, 2018, the proposed redevelopment concept includes several new multi -level multi -family residential buildings, hotels, office buildings 9 Leighton MainPlace Mall Transformation Project 12126.001 and parking structures. The Conceptual Site Plan prepared by Omniplan Architects and dated May 2, 2018 has been used as the base map for Figure 2, Exploration Location Map, included with this report. Description of the planned transformation is included in the document entitled "MainPlace District, Specific Development Plan No. 93, City of Santa Ana, dated May 2018". 1.2 Objective and Scope of Work The primary objective of our geotechnical exploration is to provide you with 1) design considerations for the proposed transformation plan for the site and 2) preliminary recommendations for the associated developments. It should be noted that these recommendations are intended for planning purposes only and recommendations for design and construction will be developed form design level exploration. The scope of work performed for our exploration consists of the following tasks: Research - A background review was performed of readily available, relevant geotechnical and geological literature pertinent to the project site. We also conducted a review of Leighton's previous projects (Leighton, 2004) east of the project site. We also reviewed the geotechnical investigation report and geotechnical observation and compaction report by Irvine Soils Engineering, Inc. (ISE 1985a, 1985b, 1986, and 1987) for the previous improvement within the proposed project site. Documents reviewed in preparation of this report are presented in Appendix A, References. Field Exploration — Field exploration consisting of eight (8) eight -inch diameter hollow -stem soil borings (LB-1 through LB-8) drilled and sampled at the site on August 20, 2018 and October 29 and 30, 2018. The soil borings were drilled to depths between 16.5 and 51.5 feet below ground surface (bgs). The approximate locations of the explorations are shown on Figure 2, Exploration Location Map. As a part of our field exploration, two (2) field infiltration tests were performed at the site (LB-3 and LB-6) in Parcel 6 and Parcel 1, respectively. 2 Leighton MainPlace Mall Transformation Project 12126.001 Laboratory Testing — Soils samples were collected from the hollow -stem soil borings for geotechnical laboratory testing. Laboratory tests were performed on representative samples to determine the index properties and engineering characteristics of the subsurface soils. Engineering Analysis — Geotechnical analysis was performed on the collected data to develop conclusions and preliminary recommendations for the planned development. Report Preparation — This report presents findings of our field and laboratory explorations, design considerations, and preliminary recommendations currently planned for the site. 3 !oto jo Leighton MainPlace Mall Transformation Project 12126.001 2 FIELD AND LABORATORY EXPLORATION 2.1 Subsurface Soil Conditions According to our geotechnical explorations and review of previous geotechnical exploration by Irvine Soils Engineering, Inc. (ISE 1985a, 1985b, 1986, and 1987), the geologic materials observed at the site include undocumented artificial fill overlying young alluvial fan deposits (Qyf) see Figure 3, Regional Geology Map. It should be noted that the boring location maps of the ISE's report could not be located for review. Descriptions of the respective geologic units are as follows: Artificial Fill - Fill materials encountered by Irvine Soils Engineering Inc. (ISE, 1985a) throughout the site ranged in thickness up to a maximum of approximately 8 feet bgs. The fill soils encountered by ISE generally consisted of a medium dense to dense silty sand. However, the test boring location map (Plate 1 referenced in the ISE's report) could not be located for review. Artificial fill soils were encountered in all eight of our exploratory borings (LB-1 through LB-8) to depths between 5 and 10.5 feet below ground surface (bgs). The fill materials encountered generally consist of brown to dark brown, loose or soft silty sand, clayey sand, sandy clay, and sandy silt with trace amounts of construction debris. All Leighton's borings were located in the existing parking lot areas and no subsurface exploration was performed inside existing building footprint. Locations of the exploration borings and boring logs are presented in Figure 2 and Appendix B, respectively. The artificial fill materials encountered at the site are likely associated with the existing improvements and initial development of the site. However, the records for fill placement were not available for review. Therefore, the existing fill at the site is considered undocumented. Localized thicker accumulations of fill materials should be anticipated elsewhere at the site. Quaternary Young Alluvial Fan Deposits - Quaternary age (Holocene) young alluvial fan deposits generally consist of brown to dark brown and gray, loose to very dense or soft to stiff sand, clayey sand, silty sand, clay, silt, and gravel with isolated layers of sandy clay were encountered during our subsurface exploration of the site beneath the artificial fill materials to the maximum explored depth of 51 Y2 feet bgs. The alluvial soils encountered by others (ISE, 1985a) throughout 4 9 Leighton MainPlace Mall Transformation Project 12126.001 the site to the maximum depth explored of approximately 51 feet bgs generally consist of silty sand, sand, gravelly sand, sandy silt, silt, clayey silt and clay. 2.2 Groundwater Conditions Groundwater was not encountered during our exploratory borings drilled in the site to the maximum depth of 51 Y2 feet bgs (LB-1 through LB-8). According to groundwater information obtained through the California Geological Survey (CGS) and presented in the Seismic Hazard Zone Report for the Orange Quadrangle (CGS, 1997), the historically shallowest groundwater depth in the vicinity of the project site is between 30 and 40 feet bgs in the southernmost portion of the site, and greater than 40 feet bgs in the remaining northern portion of the site. For the purpose of this report, we assume the groundwater depth at the site is 30 feet bgs. In addition, data from the nearest State of California Department of Water Resources (DWR) groundwater monitoring well in the area supports deep groundwater conditions in the area of the project site. State # 04S09W31 B001 S located approximately 0.75 miles to the northeast of the project site indicates groundwater levels ranging from a high of 110 feet bgs 05/05/1969 to a low of 186 feet bgs on 12/01 /1977 for recorded monitoring period from 1969 to 1978. Based on the available groundwater data above and the proposed development scheme for the site, groundwater is not expected to pose a constraint for the project as currently planned. Although groundwater is not considered a constraint for the project, seasonal fluctuations in groundwater level, localized zones of perched water including water due to nearby landscaping, and an increase in soil moisture should be anticipated during and following locally intense rainfall or stormwater runoff. 2.3 Field Infiltration Test Two (2) infiltration test were performed to evaluate the infiltration characteristic of the site soils. The tests were performed at Parcel 1 (LB-3) and Parcel 6 (LB-6), respectively. Prior to drilling LB-3, we drilled and sampled a 30-foot deep pilot boring 10 feet north of the proposed location of the LB-3 to observe the subsurface soil condition. Based on observation of the soil cuttings retrieved from the pilot boring, it was determined to locate the test zone in LB-3 at depth Ito 5 I Leighton MainPlace Mall Transformation Project 12126.001 between 15 and 20 feet bgs. The infiltration test zone in LB-6 was determined at depths between 11.5 and 16.5 feet bgs. Infiltration test well were installed inside the boreholes after completion of the drilling. Infiltration test well consisted of a 5-foot section of 2-inch-diameter perforated PVC pipe installed in the borehole within the test zone and a solid section of 2-inch diameter PVC pipe was installed above the perforated section and extended to the top of the well. The annulus of each borehole within the testing zone was filled with clean sand (#3 Monterey Sand). The infiltration test was performed in consistence with the procedures outlined in the Technical Guidance Document of the Orange County Water Quality Management Plan. The test results are presented in Appendix D, Infiltration Test Data. 2.4 Geotechnical Laboratory Testing The following tests were performed on the soil samples collected during our field investigations on August 20, 2018, and October 29 and 30, 2018: • In -situ Moisture Content and Dry Density (ASTM D2216 and ASTM D2937) • Particle size (sieve analysis ASTM D6913 and ASTM D1140) • Expansion Index (ASTM D4829) • Modified Proctor Compaction (ASTM D1557) • R-Value DOT CA Test 301 • Corrosivity CTM 422, 417, and 643 (chloride and sulfate content, minimum resistivity, and pH) Consolidation with time rate settlement (ASTM D2435, and ASTM D4546) Direct Shear Test (consolidated drained), (ASTM D3080) Results of the laboratory tests are presented in Appendix C, Laboratory Testing Data. !oto jo Leighton MainPlace Mall Transformation Project 12126.001 3 SEISMIC HAZARD ASSESSMENTS We discussed the geologic and seismic hazards in our geologic and seismic hazard review report (Leighton 2019). A summary of our seismic hazard assessment for the site is presented as follows: 3.1 Surface Fault -Rupture Our review of available in-house literature indicates that no known active faults have been mapped across the site, and the site is not located within a designated Alquist-Priolo Earthquake Fault Zone (CGS, 1986; Bryant and Hart, 2007). 3.2 Seismicity and Ground Shaking The site is expected to experience moderate to strong ground shaking form earthquakes occurring along the major active and potentially active faults in the region (see Figure 4, Regional Fault and Historic Seismicity Map). Provided below are the code -based design and risk -targeted Maximum Considered Earthquake (MCE) spectral acceleration parameters at 5 percent structural damping for structural design. These parameters were calculated based on the general procedures of the 2016 CBC using the USGS U.S. Seismic Design Map tool (Version 3.1.0). Site -specific spectral acceleration parameters can be developed upon request by the structural engineer. 7 �/ Ito Leighton MainPlace Mall Transformation Project 12126.001 2016 CBC Spectral Acceleration Parameters Categorization/Coefficient Site Latitude 33.77550 Site Longitude -118.86970 Site Class D Mapped Spectral Response Acceleration at Short Period (0.2 sec), Ss 1.478g Mapped Spectral Response Acceleration at Long Period (1 sec), S1 0.540g Short Period (0.2 sec)Site Coefficient, Fa 1.0 Long Period (1 sec) Site Coefficient, Fv 1.5 Adjusted Spectral Response Acceleration at Short Period (0.2 sec), SMs 1.478g Adjusted Spectral Response Acceleration at Long Period (1 sec), SMi 0.810g Design Spectral Response Acceleration at Short Period (0.2 sec), SDs 0.985g Design Spectral Response Acceleration at Long Period (1 sec), SD1 0.540g Mapped Geometric Mean MCEG Peak Ground Acceleration, PGA 0.530g Site Coefficient, FPGA 1.0 PGA adjusted for Site Class, PGAM = FPGA'PGA 0.530g By deaggregating the peak ground acceleration with respect to magnitude and distance, the MCE at the site will most likely a magnitude 6.9 event occurring approximately 7.6 miles from the site (USGS, 2008b). See Appendix E, Site Seismology Parameters. 3.3 Liquefaction Potential As shown on the State of California Seismic Hazard Zones Map for the Orange Quadrangle (CGS, 1998), the southernmost portion of the project site is located within an area that has been identified by the State of California as being potentially susceptible to liquefaction (Figure 5, Seismic Hazard Map). This generally coincides with the portion of the project site where the historically shallowest groundwater depth is between 30 and 40 feet bgs (CGS, 1997). Evaluation of the liquefaction potential was performed using the soil profile and blow counts data obtained from Boring LB-1 (the only boring located in the liquefiable zone) using computer software LiquefyPro. Based on results of our evaluation, liquefaction potential for granular site soils exists at depth of approximately between 30 and 35 feet bgs. With similar soil profile and blow counts characteristics observed in Borings LB-2 and LB-8 at the site north of the 8 9 Leighton MainPlace Mall Transformation Project 12126.001 liquefiable zone (Figure 5), it is our opinion that liquefaction could extend northward beyond Boring LB-1. 3.4 Seismically -Induced Settlement Seismically -induced settlement occurs primarily due to loss of strength or stiffness in soils during and shortly after prolonged earthquake events. We conducted seismically -induced settlement analysis using the soil profile and sampling blow count data collected from Borings LB-1, LB-2, LB-4, and LB-7 using computer software LiquefyPro. The calculations indicated that seismically - induced settlement on an order of % to 1'/4 could occur in the vicinity of boring LB-1, LB-4, and LB-7. The result is consistent with results of our exploration for a project east of the site (Leighton 2004). However, settlement on an order of 3 inches was calculated at boring LB-2 primarily due to moderately dense soils exist at depths between 30 feet and 40 feet. Based on our observation during field exploration and also review of the boring logs from previous investigations, localized loose to moderately dense granular soils susceptible to seismically - induced settlement could exist elsewhere at the site. Calculations of seismically - induced settlement are also included in Appendix F, Liquefaction and Seismically -Induced Settlement Analysis. 3.6 Seismically -Induced Lateral Spread Soil liquefaction can result in lateral spreading or flow failure in sloping ground. Since the site is slightly sloped, the potential for lateral spread to occur at the site may exist within the liquefiable zone in the southern portion of the site as shown on Figure 5. 3.6 Flood hazards According to the City of Santa Ana's General Plan, Public Safety Element (City of Santa Ana, 1982), the project site is located within an area with a 500 year flood risk. This is based on the long history of the Santa Ana River overflowing its banks and flooding the surrounding areas. To reduce this risk, the U.S. Army Corps of Engineers (Corps) is constructing the Santa Ana River Mainstream Project, which includes raising the height of Prado Dam and constructing new gate -works to control water releases and other channel improvements. Ito 9 I Leighton MainPlace Mall Transformation Project 12126.001 However, as shown on Figure 6, Flood Hazard Zone Map, the site is not located within an area considered to have a 1 % annual chance of flood (100-year flood) or a 0.2% annual chance of flood (500-year flood). In addition, based on review of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) for the project site and immediately surrounding area is located within a zone designated as Zone X, or an area with reduced flood risk due to levee (FEMA, 2009). Based on this information, the potential for flooding at the site is considered low. 3.7 Other hazards Landslide, seiches, and tsunamis are not considered to be a hazard at the site because of the topography of the site and the absence of body of water near the site. 10 Leighton MainPlace Mall Transformation Project 12126.001 4 CONCLUSIONS AND DESIGN CONSIDERATIONS 4.1 Conclusion Based on results of our exploration, the proposed transformation plan for the site is considered feasible from a geotechnical viewpoint. 4.2 Design Considerations Presented below are geotechnical considerations and recommendations for the proposed transformation plan and associated developments currently planned for the site. 4.2.1 Site Grading Based on the proposed transformation plan, we anticipate site grading will consist of overexcavation of existing site soils to provide support of the new development on engineered fill. On this basis, site grading will likely consist of the following activities: Site Excavation All existing artificial fill (i.e., 5 to 10 feet thick) encountered in our borings within the existing parking lots is considered undocumented. No borings were drilled within existing building footprint. For planning purpose, remedial site excavation recommendations for foundation support of new improvements are presented in the following paragraphs. The recommendations also apply to area where demolition of existing buildings for new construction is proposed. The existing fill soils should not be used for support of new building foundations or foundations of incidental improvements structurally connected to new or existing buildings. The fill should be removed and replaced with engineered fill. Removal of the existing fill should extend into competent native soils to allow installation of at least 2 feet of engineered fill below the bearing grade of the foundations. The removal excavation should extend laterally to a distance equals to the depth of the excavation below the bearing grade of the foundations. 11 !oto jo Leighton MainPlace Mall Transformation Project 12126.001 The removal of existing artificial fill soils for subgrade of incidental improvements or foundations of incidental improvements not structurally connected to new or existing buildings should extend into competent fill to a depth of at least 1.5 feet below the finish subgrade or foundation bearing grade of the incidental improvements. The removal excavation should extend horizontally to a distance equals to the depth of the excavation below the subgrade or foundation bearing grade of the incidental improvements. Subprade Preparation The exposed excavation bottom should be scarified to a depth of at least 6 inches, moisture -conditioned to at approximately 2 to 4 percent above the optimum moisture content, and compacted at least 90 percent relative compaction as determined by ASTM Test Method D1557. Leighton should observe and test the excavation bottom to verify the vertical and lateral removal/excavation limits as local conditions may require additional removals. The proposed finish subgrade or foundation bearing grade can be reestablished by backfilling the removal excavation with compacted fill (i.e., engineered fill). Fill Materials and Placement The onsite soil less organics and deleterious materials are considered suitable for reuse as fill. Material larger than 4 inches in largest diameter should not be used in required fills. Expansion Index (EI) test results suggested that the near surface soils at the site exhibit very low expansion potential (i.e, EI=24 and EI=27 but greater than 20). However, clayey soils exist at the site and could be expansive when subject to change in moisture. Therefore, clayey soil when encountered during grading should not be used as fill near the proposed finish grade. Any required import material should consist of relatively non -expansive soils with an Expansion Index (EI) less than 20. 12 Leighton MainPlace Mall Transformation Project 12126.001 All fill soils should be placed in loose lifts not exceeding 8 inches, moisture -conditioned to at least 2 to 4 percentage points above optimum moisture content, and compacted to a minimum of 90 percent of the maximum dry density as determined by ASTM Test Method D 1557. The optimum lift thickness to produce a uniformly compacted fill will depend on the type and size of compaction equipment used. Aggregate base for pavement should be compacted to a minimum of 95 percent relative compaction. 4.2.2 Trench Backfill Utility trenches should be backfilled with compacted fill in accordance with Sections 306-1.2 and 306-1.3 of the Standard Specifications for Public Works Construction, ("Greenbook"), 2015 Edition. Utility trenches can be backfilled with onsite sandy material free of rubble, debris, organic and oversized material up to 3 inches in largest dimension. Prior to backfilling trenches, pipes should be bedded in and covered with either: (1) Granular Bedding Materials: One -inch open -graded aggregate or a uniform, sand material that has a Sand Equivalent (SE) greater -than - or -equal -to 30, passing the No. 4 U.S. Standard Sieve (or as specified by the pipe manufacturer), water densified in place, or (2) CLSM: Controlled Low Strength Material (CLSM) conforming to Section 201-6 of the Standard Specifications for Public Works Construction, ("Green book"), 2015 Edition. Pipe bedding should extend at least 4 inches below the pipeline invert and at least 12 inches over the top of the pipeline. Native and clean fill soils can be used as backfill over the pipe bedding zone, and should be placed in thin lifts, moisture conditioned above optimum, and mechanically compacted to at least 90 percent relative compaction, relative to the ASTM D 1557 laboratory maximum density. The relative compaction for the last 12 inches of the trench backfill should be 95 percent. 4.2.3 Foundation Design Recommendations No structural loading information is available at this time. The following parameters may be used for evaluating foundation alternatives for new buildings: �'♦� 13 / Leighton MainPlace Mall Transformation Project 12126.001 Conventional Shallow Foundation Isolated Column Foundations Continuous Strip Foundations Width 2 feet 1 1 foot Embedment 1.5 feet Sustained Dead plus Live Loads 2,000 pounds per square foot (psf) Bearing Pressure Bearing pressure may be increased by 250 psf per foot increase in depth or width to a maximum of 2,500 psf for strip foundation and 3,000 psf for isolated column footings. Lateral Load Resistance Frictional Resistance 0.35 270 psf/ft Passive Resistance Maximum 4,000 psf Short-term Loads (i.e., Seismic and Wind) Bearing pressure, friction, and passive resistance are allowable values and can be increased by one- third for short-term loading. The passive resistance should be reduced by one-third when combined with frictional resistance to calculate total resistance. Foundation settlement is expected not to exceed 1 inch total and Y2 differential over a horizontal distance of 40 feet. The potential impact of seismically -induced settlement should also be considered in evaluation of foundation system alternatives (See Section 3.4). Mat Foundations Embedment 2 feet Sustained Dead plus Live Loads Bearing Pressure 1,500 pounds per square foot (psf) Subgrade Modulus K. (Center) = 46 kips per cubic foot (kcf) • K. (Edge) = 92 kcf Lateral Load Resistance Frictional Resistance 0.35 Passive Resistance 270 psf/ft Maximum 4,000 psf Short-term Loads (i.e., Seismic and Wind) Bearing pressure, friction, and passive resistance are allowable values and can be increased by one-third for short-term loading. The passive resistance should be reduced by one-third when combined with frictional resistance to calculate total resistance. 14 Leighton MainPlace Mall Transformation Project 12126.001 The mat foundation was assumed to be 450 feet long and 125 wide supported on engineered fill derived from on -site granular soils. The recommended design parameters for mat foundation presented above was based on a total settlement of approximately 2 inches at the center of the mat and 1 inch at the edge of the mat under a uniform pressure of 1,500 psf. The potential impact of seismically -induced settlement should also be considered in evaluation of foundation system alternatives (See Section 3.4). The subgrade modulus can be refined when the foundation plan and structural loading information become available. Pile Foundation (40 feet below pile cap) 24-inch Drilled Piles 1 225 kips 14-inch Driven Concrete Piles 1175 kips Pile settlement is not expected to exceed 1 inch total and Y2 inch differential over a distance of 40 feet. The potential impact of seismically -induced settlement should also be considered in evaluation of foundation system alternatives (See Section 3.4). No capacity reduction is required if the piles are spaced at least 2.5 times on center. 4.2.4 Earth Retaining Structures The following parameters may be used to calculate lateral pressure for earth retaining structures supporting non -expansive backfill: Condition.. - Active (Ka) 0.31 0.46 At -Rest (Ko) 0.47 0.68 Seismic Increment 0.22 0.37 (unrestrained) Seismic Increment 0.36 0.52 (Restrained) Level Passive (Kp) 3.26 Coefficient of Friction 0.35 15 Leighton MainPlace Mall Transformation Project 12126.001 Retaining wall foundation may be designed as continuous strip foundations. The earth pressure coefficients for seismic increment were derived based on a PGAM of 0.53g. The above values are nominal values with no safety factor. Cantilever walls that are designed for a deflection at the top of the wall of at least 0.001 H, where H is equal to the wall height, may be designed using the active earth pressure condition. Rigid walls that are not free to rotate, walls that are braced at the top, and walls that provide indirect support for foundations should be designed using the at -rest condition. We recommend that the backfill soils for earth retaining structures consist of onsite or import soil with Expansion Index (EI) of not greater than 50 (per ASTM D 4829). The in -place compacted soil weight may be assumed as 125 pounds per cubic foot (pcf). 4.2.6 Surface Drainage Positive drainage of surface water away from structures is very important. Positive drainage may be accomplished by providing a minimum of 2 percent gradient for a lateral distance of at least five feet and further maintained by a swale or drainage path at a gradient of at least 1 percent. Where necessary, drainage paths may be shortened by the use of area drains and collector pipes. Irrigation of landscaping should be controlled to maintain, as much as possible, consistent moisture content sufficient to provide healthy plant growth without over watering. 4.2.6 Corrosion Protection Measures A composite sample of shallow onsite soils was tested for screening corrosion potential to buried concrete and metals. The chemical analysis test results are summarized in the table below. �'♦� 16 / Leighton MainPlace Mall Transformation Project 12126.001 Soil Corrosion Test Results Parameters Results CorrosionTest . Water -Soluble Sulfate 88 Negligible sulfate exposure to in Soil (ppm) buried concrete Water -Soluble Chloride 31 Non -corrosive to embedded steel in Soil (ppm) pH 7.8 Slightly alkaline Minimum Resistivity 1,750 Corrosive to buried metals (saturated, ohm -cm) 1ASTM STP 1013 titled Effect of Soil Characteristics on Corrosion (February, 1989) Common Type II cement may be used for concrete construction onsite and the concrete should be designed in accordance with CBC 2016 requirements. However, concrete exposed to recycled water should be designed using Type V cement. 4.2.7 Pavements Pavement Subgrades: Pavement subgrades should be compacted as recommended in Section 4.2 of this report. Adequate drainage (both surface and subsurface) should be provided such that the subgrade soils and aggregate base materials are not allowed to become wet. Landscape areas must be separated from pavements with concrete curbs and/or edge drains. Excessive over -irrigation will have an adverse impact on adjacent pavements. Irrigation adjacent to pavements, without a deep curb or other cutoff to separate landscaping from paving, will result in premature pavement failure. Hot Mix Asphalt (HMA) Pavement Sections: Assuming estimated traffic indices for various pavement serviceability requirements and a design R- value of 20, we developed the following recommended pavement sections using the Caltrans Highway Design Manual, as listed in the following table: 17 Leighton MainPlace Mall Transformation Project 12126.001 Traffic Indexes (Tls) used in our pavement design are considered for a pavement life of approximately 20 years with a normal amount of flexible pavement maintenance. Portland Cement Concrete (PCC) Pavements: For light axle loads and average daily truck traffic (ADT) up to 300, fire lanes subject to outrigger loads, trash corral aprons, or other areas where point loads are possible, should be paved with Portland Cement Concrete (PCC) with a minimum thickness of 7 inches over 4 inches of Class 2 base materials The recommended PCC pavement section was derived the Guide for Design and Construction of Concrete Parking Lots by the American Concrete Institute (ACI 330R-08). All PCC pavements should have a minimum 28- day concrete compressive strength of 3,000 pounds -per -square -inch (psi), and have appropriate joints and saw cuts with maximum spacing not to exceed 12.5 feet. Load transfer devices, such as dowels or keys, are recommended at joints in the paving to reduce possible offsets. Steel reinforcing may be added to the paving to reduce cracking and to prolong the life of the paving. Integral curbs should be used at the perimeter of PCC pavement. Longitudinal joints should be avoided near curbs and gutters. Use of concrete cutoff or edge barriers should be considered at the perimeter of common parking or driveway areas when abutting either open (unfinished) or landscaped areas. Paving Materials: All pavement materials should conform to the latest edition of the Caltrans Standard Specifications or the latest edition of the Standard Specifications for Public Works Construction (Green Book). 18 9 Leighton MainPlace Mall Transformation Project 12126.001 4.2.8 Stormwater Management Best Management Practice (BMP) of using infiltration to manage the stormwater runoff is considered for the transformation future expansion. Two infiltration tests were performed to evaluate the infiltration characteristics of the site soils. Infiltration test results are as follows: Location Test Intervals (feet) Test Results (in per hour) (1) Field measured test results Based on our evaluation of the subsurface soil conditions of the site, a Suitability Assessment Safety Factor as defined by the Orange County Water Quality Management Plan of 1 may be used for the site in estimating the design infiltration rate for designing the infiltration device. Review of the boring logs suggested that granular soils more favorable for direct infiltration were found at depth below 35 feet in LB-4 and 20 feet in LB-5, respectively. Therefore, locating the infiltration devices to near these boring locations may be considered. Because 1) groundwater was not encountered to a depth of 50 feet during our exploration and 2) depth to groundwater exceed 100 feet was recorded in nearby groundwater well, the County may not require maintaining a minimum 10 feet separation between of invert of the infiltration device and the historic high groundwater. �'♦� 19 / Leighton MainPlace Mall Transformation Project 12126.001 5 LIMITATIONS Leighton Consulting, Inc.'s work was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in California at this time. No other warranty, express or implied, is made as to the conclusions and professional opinions included in this report. The conclusions and recommendations in this report are based in part upon data that were obtained from a necessarily limited number of observations, site visits, excavations, samples and testes. Such information can be obtained only with respect to the specific locations explored, and therefore may not completely define all subsurface conditions throughout the site. The nature of many sites is that differing geotechnical and/or geological conditions can occur within small distances and under varying climatic conditions. Furthermore, changes in subsurface conditions can and do occur over time. Therefore, the findings, conclusions, and recommendations presented in this report should be considered preliminary if unanticipated conditions are encountered and additional explorations, testing and analyses may be necessary to develop alternative recommendations. This report has been prepared for the express use of Kimley-Horn Associates, Inc. and its design consultants, and only as related expressly to the assessment of the geotechnical constraints of developing the subject site and for construction purposes. This report may not be used by others or for other projects without the express written consent of our firm. 20 Leighton c. ■. _/.N _ l.■1 [� ♦ aA ■ w�_ l� r r+i ryOc �'P .� ■s i '� L v a �� o {.i le#luysl I'ft d 3� e�r'.w �.ew;'all la—g —__ j11•� �p l±t +C ��f .'s e` • Pr ' " il! jUl f � 1 1 11 r z ng .� 9 yar- 1 , A '.y U A A•. , c �1�. a 1 ^Q N 1 4-0— A a _ f� 1 I I � �awniL �Inanof 22 ld�� - r 1 I`' rkli'U U. I.,. __ Fi,e,q '_rl Gab G ti 11 9 on$1 nCroIcl iw a�xealeeay; ry sre eL w r+a xcenia.; d Ln cq o! v yz.3eId Aq _ p� I I Gi_ c ] Lr �� . E� •yI I m_ rRwe E 1 Ira C ) ,V Ln Wo E p N — D i T \ VA aoe � I I + a � c Ed Rd F I `va E 4 1a Cb.,A,t, [A Aw ® � I Poi I Ij 2 l�---`-.:` F 9_! 7 s, 1 0.1 i Ez sl".,nsl - Fa �■ n ev s- _, _I g F.len-s I, i<r 0 �. M1- I Ir �'w,u • +en � II i / 1 �Zff-@A. LEGEND SHOWN HEREON �AJHD VIS ;:N HOL\IJARY FPOFOSED LOT _V- EXISTIESFINE FROFOSEl EAS=`M=V-S - - - - - - - - - - - EXSHILS-!`.SLMLE IS CFit IFHI V- TAU 1?YJ:: S IIH (,TK C H LELI 1 -D I; dAr.A REFERENCE DOCUMENT: CHICAGO TITLE COMPANY'S PRELIMINARY REPORT ORDER NO 00035053-994 X49, EFFECTIVE DATE EASEMENT SCHEDULE: 15 EAS ITEM NO. GRANTEE PURPOSE REFERENCE REMARKS DISPOSITION O STATE OF CALIFORNIA CONSTRUCTION, LANDSCAPING OR MAINTENANCE OF FREEWAYS BOOK 2754 PAGE 562 BOOK 2786 PAGE 270 BOOK 5306 PAGE 336 BOOK 5803 PAGE 212 REC 06/23/1954 O,R s SHOWN. HEREON TO REMAIN O STATE OF CALIFORNIA INGRESS AND EGRESS RIGHTS HAVE BEEN RELINQUISHED TO OR FROM FREEWAYS BOOK 2786 PAGE 270 BOOK 3188 PAGE 329 BOOK 5306 PAGE 336 BOOK 5427 PAGE 434 BOOK 5803 PAGE 212 BOOK 8081 PAGE 331 BOOK 10114 PAGE 873 REC 06 23 1954, O.R.'s SHOWN HEREON TO REMAIN O THE CITY OF SANTA ANA WATER LINE BOOK 4178 PAGE 504 REC. 1 28 1958 O.R. SHOWN HEREON QUIT CLAIM ON MAP O. BET. SANTA ANA VENTURE, FEDERATED DEPT. STORES, INC., NORDSTROM, INC., ADCOR REALTY CORP., & THE CITY OF SANTA ANA PEDESTRIAN & VEHICULAR INGRESS &EGRESS, PARKING UTILITIES, LOADING DOCK, CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT 09/16/1970 OR. INST. N0, 86-035230 REC 1/27/1986 O.R. INST, N0. 06-519066 REC. 8/3/2006 O.R. INST, NO. 07-186665 REC. 3/23/2007, O.R, INST, NO. 2012-319140 REC. S/05/2012, D.R. INST. N0. 86-35230 REC. 1127/19156 OR SHOWN HEREON AFFECTS PARCEL C-2 TO REMAIN OFEDERATED DEPARTMENT STORES, INC. SANITARY SEWERS BOOK 9415 PAGE 49 REC, 9 25 1970 O.R. SHOWN HEREON (10' TO REMAIN O CITY OF SANTA ANA OPEN AIR BOOK 12136 PAGE 154 REC. 4 6 1977, O.R. SHOWN HEREON TO REMAIN 8 O CITY OF SANTA ANA WATER LINES APPUR. at INGRESS &EGRESS BOOK 12413 PAGE 1940 REC, 10 13 1977 O.R SHOWN HEREON PARTIAL RELOCATION 10 CENTER PARTNERS,FED. DEPT, STORES, NORDSTRONAOGOR REALTY & CITY OF SANTA ANA CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT NST. N0. 86 35230 REC. 1/27/1986 OR INST. NO. 88 137306 REC 12 7 198E O.R. AFFECTS PARCEL C-2 TO REMAIN 12 BET. SANTA ANA VENTURE & NORDSTROM SHORT LEASE FORM & LOADING DOCK EASEMENT INST. NO. 86-35234 REC. 1 L27 1986 D.R. SHOWN HEREON AFFECTS PARCEL A-1 TO REMAIN 13 THE CITY OF SANTA ANA LOOPS, PULL BOXES CONDUITS, INRES & APPUR., INGRESS & EfAE INST. N0. 87-4D2654 REC. 7/15/7987, O.R. SHOWN HEREON (AFFECTS PARCEL 14 THE CITY OF SANTA ANA TRAFFIC SIGNALS, POLES, DETECTOR OOPS, PULL BOXES, CORE UITS, RES ' APPUR. INGRESS & EGRES INST. N0. 87-402655 REC. 7/15/1987, OR SHOWN HEREON (AFFECTS PARCEL TO REMAIN 15 THE CITY OF SANTA ANA PUBLIC UTILITIES INST. N0. 87 651878 REC 12/9/1987 OF. INST NO 91 293822 SHOWN HEREON. PARTIAL RELOCATION 16 SOUTHERN CALIFORNIA EDISON COMPANY UNDERGROUND CONDUITS INST 88 D NO 67289 REC, 2 16 1988 O.R SHOWN HEREON PARTIAL RELOCATION 17 SOUTHERN CALIFORNIA EDISON COMPANY UNFENCED. ELEC SUPPL SYSTEMS & COMM. SYSTEM INST. N0. 90-b14878 REC, 11 2D 1990 O.R. SHOWN HEREON PARTIAL RELOCATION 19 THE CITY OF SANTA ANA EXCL UNDERGRD., NON-EXCL. SURFACE EASEMENT FOR PUBLIC EASEMENT INST. NO. 91-039419 REC. 1/28/1991. O.R. SHOWN HEREON TO REMAIN 19 THE CITY OF SANTA ANA STREET INST NO 91 692518 REC 12 17 1991 O,R. SHOWN HEREON AFFECTS PARCEL C-1 OUTSIDE MAP BOUNDARY 2D SANTA ANA VENTURE SANTA ANA SANITARY SEWER INST NO. 93 54035 REC. 1 25 1993 OR SHOWN HEREON TO REMAIN 21 BULLOCK 5 S CORP. PROPERTIE UNDERGROUND SEWER PIPELINE INST. NO. 93 081029 REC 2 5 1993, O.R. SHOWN HEREON TO REMAIN 22 SOUTHERN CALIFORNIA EDISON COMPANY UNDERSIDE. ELEC. SUPPL SYSTEMS & COMM. SYSTEM INST. N0. 93-0417680 REC. 6 22 1993, O.R. BLANKETIN NATURE TO REMAIN 23 SOUTHERN CALIFORNIA EDISON COMPANY ELEC. SUPPLY SYSTEMS & COMM. SYSTEM INST. N0. 94-0505683 REC. 8 16 1994, D.R. SHOWN HEREON AFFECTS PARCEL C-1 PARTIAL RELOCATION 28 SHOWN EXISTING CALTRANS R 0 W O GARDEN GROVE FWY_ R 0 S NO. 2DO3 1006 BOOK 199 PAGES 1 16 MONUMENTS FOUND SHOWN HEREON TO REMAIN 29 JCPENNY CORP. MEMORANDUM OF SUBLEASE INST. N0. 10 161950 REC. 4 07 2010, O.R. SHOWN HEREON TO REMAIN 32 SOUTHERN CALIFORNIA EDISON COMPANY UNDERGRD. ELEC. SUPPLY SYSTEMS & COMM. SYSTEMS NST. NO.2014 000486132 EC_ 11 12 2014 O_R SHOWN HEREON (5' WIDE TO REMAIN O THE CITY OF SANTA ANA PUBLIC STREET NET NO.91-692518 REC, 2 17 1991 OR / / AFFECTS A PORTION OF PARCEL C 1 OUTSIDE MAP BOUNDARY 34 SOUTHERN CALIFORNIA EDISON COMPANY PRIVATE RECIPROCAL INGRESS EGRESS DRIVEWAY P M 99 152 M B 328 PAGES 36 TO 42 REC 11/20/2002 DR. AFFECTS PARCELS 1, 2, 3 6, 7. AND 8 TO REMAIN 35 ELECTRICAL SUPPLY SYSTEM AND COMM. YSTEMS NET. NO.94-050683 REC. /16/1994 0_R_ AFFECTS A PORTION OF PARCEL C-1 TO REMAIN 36 SOUTHERN CALIFORNIA EDISON COMPANY UNDERGRD ELEC. SUPPLY SYSTEMS & COMM. SYSTEMS NIT. N0.20160002352g5 EC. 05/25/2016, O.R. PARTIAL RELOCATION PARCEL AREA TABLE: PARCEL NUMBER. AREA BELOW 172.24 1 5.44 2 1.63 3 1.91 4 1.75 5 4.43 6 21.54 R=I ]4.00' 7 4.05 1. B 3.08 _ 9 1.95 R=4]4.00 32'-- m rL67p \ w NET SUBTOTAL 45.8 4�°03'14 g7°51 0 805 23.9' - ' / /tiA NET DEDICATION 0.30 o PARCEL7 GROSS TOTAL 46.10 6 7 4.05 ACRES LB-3 II BUILDING SET BACK-:X \ (Pilot Hole) 36 361.8, MJ P. LB-3 T.D.31.5' ,\ NO G.W RGELA_1 I� T. P;20 TITLE I EFORT PARGE-L A 1 : TITLE REPORT PA Infiltr iooI Test W II _ a F . 10 .W. �;': -- - = 245.6' , v v s LB-4 6 - --- - _ PARCEL 8 - _ ' 3.08 ACRE �' �,• v ,�`v I _, ,, II _ T.D.51.5' �. �� S \\ EX. FIRE HYDRANT I 7 �-• - _ &b53° ' 5 16 \ l 16 TITLE REPORT PARCEL 111 G tgp �Q S = - E% E HYDRANT 1'c \-N'_ a. 10 LB EX. TRANSFORMER - - - - - _' -� T.D.51.5' / o / t No G.W. ry BUII�ING SET BACK dry , T F / c S2 16 R=30' EX. FIRE HYDRANT L=36' TITLE REPORT PARCEL A � \ \ 16 c T� /h .`'n T tuf✓ >' 16 1 1 R 25'J I 16 5 R-79' I( EX. TRANSFORMER c O� 1 I' =40' I v 35 23 1 21 - L-31'� PARCEL 5- - I f E%. FIRE HYDRANT /' i� I I E%. TRANSFORMER 1 4.43 ACRES d tea.. .,,; xm`u /✓ /N\-/ 5 / 21 EX. TRANSFORMER LITTERED RTPARCELA-1 29.2 w 1.07E Ac: >✓'f y / 5 1� LB-� / �' - SI°0433"W 302:7, - PARCEL 6 4 �l T.D.51.5' 4 ��21.54 ACRES � a1 1 I No G.W. EX. FIRE HYDRANT 15 (BELOW ELEVATION 172.24') M I � i 1--- 243' II f -- ,.,.: �:ii, -'N4°52'33"E'1703 R=30) ' I - 1 14 L=46'I /f 5 I - _ I 16 EX. FIRE HYDRANT _ P- EX. FIRE HYDRANT N II ------_-----333'- --- - 23 ---�> 1-1 4 L 142,1139' 4=18°12'33" 757E'8.00' BEDFORD L=16 37 A=32 2025 - s s ,D 2D >l�lll�l 0 I q 15 51°0532"W 35 .28 � NI°as41"as.3S88°I503'E'8143'-' 32 II IACY F +ON -R .00 L-32.26'd-63°44'20" "- 0 m -NI°OS'32'E'226.20' ° I I EX. TRANSFORMER � .� `>I k I H INi: � - EX. FIRE HYDRANT , _. _.- _. __ _-=--�...� s `.EX. TRANSFORMER y LLB q / I ,. - -. ., m I A.- _F.. f :".I I. J 4.�0„f�Q,'L_38 718 LL g - u P r r. E-, 4427" II°�� Iy .� No G.W. / 529°o'IVW4.DD' ly - AREA TO BE _v c NOT A PART r-'v-'--- R: .p }.,. I�. Y 1,i1 2.94 ACRES ml DEDICATED: o oy 1 \ 5 1 1. [ 43 ACRES >e/ - I � 1 I - I' z \16 I`� I E%. TRANSFORMER e 1 F I I- 1 ° .1 f*� (: ;'/'�-'✓ �: �/ a 1 AREA TO BE 1 J, I, 254.6' ) $ / VACATED: TITLE REPORT PARCELA-1 226.4' a ,'/ __ - - 15. 3.DD7 Ac. / R=22550' 1 1 t} �? 1.13 ACRES - 15 16',t 73912'i3 .., .�.;✓.' y�ba°�y°0o / /`,G°u S',��... 1 _ f 11 \ _ -_-_-_ _ _ _ / EX. FIRE HYDRANT-� BUILDING /_I IR=14•�\�EX. FIRE HYDRANT•.L _5486 °48'SD6��20 f SET BACK I f L 2a' R=463, P17 05 IYe L 20. a - _ 11,r7, - ---- - -- --- �- M EX. FIRE H A ® 11R=482' f�10~ - _T�---- -� �-- 15 10 .©.51.5 ' 4 16• �s----3os'- ----- -- �� . PARCEL 1 No G.W. W = L=,3 5.44 ACRES 1 I_\ I - L-TRANSFORMER 5 8 10 20 `LO ( ) > _ _ / LOW ELEVATION 172.24• ® / [ 4 m L' � uA EX. FIRE HYDRANT / ' 7. BE < I n �, 1" I L K 1I <.Y,A �� - LB-6 W F' 9o�a PARCEL 4 PARCEL 3 T.D.51.5' ; . I W k PAR EL 2 T.D.16.5' - 6.. 1.91 ACRES C _ No G.W. _ I III � 4 �IU III, I, I 1.76 ACRES 1.63 ACRES Inflltratlon Test Well J Q LL (BELOW ELEVATION 172.24') NO G.W. I N TITLE REPORT PARCEL A 1 3171 Ac 1 N \ \7 - r L n e_o sseao Q F !'. 31 ! t'n BUILDING SET BACK 5�? J 24.9• dR8118'42' BUILDING SET °OSB2 EK� 16 R=280n v ... 0�8°�1'a2" 1 3 N I ° 0' 11 EX. FIRE HYDRANT C""," � \NY_ E/ FE PARCEL 9 H 3 J °„ IN IT ; T 1.96 ACRES SC.-T (BELOW ELEVATION 172.24') j EX. TRANSFORMER J Sad°5335 E 0 I/ _ - - 18000' NI°0532"�'962] _ 26 W - I':'.`�_ ,.-- R-vz0o - NO"30I1'VJ 395.I3' 31°0532'lV'288.39 -10900 - - P.]3�3.,:F:... ,5 WAIN STREET - Na,°i,.y 371a _ R -- -- U - L=2922 R 10900 i 4-18°I I'a2" `-L 3430 L-3430' µ M m � L.L 3-I81142 N7°OS'32'E'2289' 4 2°I-'� m Z I FGFNn LB-8 APPROXIMATE LOCATION OF HOLLOW -STEM AUGER BORING T.D.51.5' SHOWING TOTAL DEPTH (T.D.) AND DEPTH TO GROUNDWATER (G.W.) No G.W. IN FEET BELOW EXISTING GRADE LCL G J NW W H I- Z W H - - - - - N z '- - --_ ______----------7 I�-----------T� - J �W - OL H ¢ AC UB Q z w J rn Of LIE Figure 2 BORING LOCATION MAP Z "z MainPlace Mall Transformation Project Wz m z o ♦ 2800 N. Main Street City of Santa Ana, Orange County, California o W m U Proj: 12126.001 Eng/Geol: VPI/JMP Leighton DGRAP3HIIC SC8A E IN FEET 120 -HFF1 N1 Scale: As Shown Date: January 2019 v:IGRAFTING112120100-AG12010-10-16\12126001 F02 ELM 2019-01-07 TWO (01-07-194. 0043PM) PI,Fbd by: bva, 2 C t " rtf� t38 t i �QlaYf�� 4C IN PO *i•S Nw M � LI 1ao, c Approximate Site Location M N Legend Q Qw, Alluvial Wash Deposits Qyf, Young Alluvial Fan Deposits Q Qof, Old Alluvial Fan Deposits o z,o to a,000 Esri, HERE, Garmin, © Open Street Map contributors, Copyright:© 2013 Feet National Geographic Society, i-cubed Project: 12126.001 Eng/GeoI: VPI/JMP REGIONAL GEOLOGY MAP Figure Scale: 1"=2,000' Date: January 2019 MainPlace Mall Transformation Project BaseMap ESAAFcASOnline 2019 2800 N. Main Street 49 Thematic Information Leighton, USGS Author Leighton Geomaticstbtan, City of Santa Ana, Orange County, California Leighton Man na-d as Vm]fain\1P1?n\nn1UAans\1?1Pfinm FnP Prfa Pn1c,ni n7 mxh an 1/w?n19 P 47 99 PM N 55 Project: 12126.001 1 Eng/Geol: VPI/JMP Scale "= 5 miles I Date: January 2019 Base Map'. ESPI ArcG IS Online 2019 Thematic Information Leighton, CGS, BSant2010 Author Leighton Geomatics (btran) IN Legend Historic (<200 years) Holocene (<1 OK years) Quaternary (<1.6M years) a°sick — Pre -Quaternary (>1.6M years) �anaA R 11 Earthquakes 1769-2014 %see/ Moment Magnitude Range a e � i 4-5 O 5-6 • 6-7 REGIONAL FAULT AND HISTORIC SEISMICITY MAP MainPlace Mall Transformation Project 2800 N. Main Street City of Santa Ana, Orange County, California -igure 4 49 Leighton on 1/7=92:4845 PM 4im:.f/. ca• - • VL. _i.4 { L��.I 1 a ti am g A klie .. SS. �_ °1i211,' �. �". .\ :' '4T�• •'� 1 .— _ ...:ll 4 r •!i.<<F rVALN4Jr ii + . • AVE SY< RE / .{ •"' ,• T-eate. /�.CI .c'A, iU �0 At „r`T��\ ,PM LetIL °: am« i8 16 m Mfta I, rity ■1 i1wR i Q. _ _ _ FO loll A.r _ Po .+e l TGIR S• PALLYRA O A Sth ■ by r''•. C] cu A Approximate a Nei -pp TSyqq�!�S. I i Site Location `� ° 9 -�, �$eCYr )• Fa Y '!-I M.1° O j E 9 vE wvE Iqin el ALI 'A+ �1 it i'_ N1` 8 _ am _ rt �� 0* is ! � , • � 1 I � }� if 414, f a �• � ° I �.. sch - / _� -- E_ i I, ;> 9L`. ti•:.e<' BM l63�301 yat Wit— alMlim 1 ., 20 Sie R m- Lwmu . / �I jl 11i n_ �Cd rr..•J. .sor.,! F. M li E. n f,�.N.� P E till ' SlaNf7t�-{ ho D nl I N Cent 1 I I z `` Erg j m Al l i � . 1 1 F I `!_= �8 I Legend ¢� Landslide Hazard Zone JLR . sl. o R t�!-' Liquefaction Susceptibility Zone 0 20ho 4,000 II 1 d 11 m J I S EsriI, HEER ar — NatE4`8 fidu ors©321 Feet nCO© enStree Mp`C loncEEM Project: 12126.001 Eng/GeoI: VPI/JMP SEISMIC HAZARD MAP Figures Scale: 1"=2,000' Date: January 2019 MainPlace Mall Transformation Project BaseMap ECRIAFcGICOnline 2019 2800 N. Main Street Thematic Information Leighton, CGS 4 Author Leighton Geomaticsthpan, City of Santa Ana, Orange County, California Leighton Man navPhas V V ]fain\1F1?n\nnl\Aans\1F1Ffinm Fn5 9HM Fm4111-n] mM nn l/]/Fn19 F 5P 5n PM Le endwLa FA.A 1 AM g ' OIL it lii' H 7 ■ 500 Year Flood Plainin F �� e Q ■i• :� > �� =1h 100 Year Flood Plain All I•EE +AF ice, y,,, .1 �c •sue AVE _ a % F 'ti FB.� T ate. °- a Ai . Sch �•�'1 '' a'r _ . I iAAlar vF. A,-C a A .I % 1a�y' YAiLrr I �— i ET io -No T' '■�F'.•n �}.. AV c'j/vE 8 .1 B 16 0i Hein ■1': M E �nl i PO z all E<A � BM 3Ef yi _ �acY SdQ o We ouCu i : Approximate xl' Site Location a all irk "8u` 6 Qom- _, � wfET 1 - b11' - � _' '— Aw E1it,ef } .� -rat.. H . AY !.q i,.� :. •. ANON v _,G 1 � Y � a1 0 9 � - .�RggEa JLr ' All 'I-Nn Iy<� BM 71J , riil�ref r fim 163 01.• ' I' BE7IF FY--� SC sr yIL- •.I .'nM., Fi. Sta<_ c�accr M�i�. -t a JOIN I P w a _ 5 0. at' Y6 I .t{ - r A, Sl r E--sri, HEa- armin, ©OpenSPreePMap conPriia ors! 'opyright:© 2016 o z,000 a,000 Naional r eographi¢ -o¢ie, i-cubed, Sv r¢e: ri, DigialGlobe, GeoEye, E rthsPar Geographies, CN-- Airbus , U--DH, U^-G eroGRd D, IGN, Feet Jill and Phe r 1, User CEjommunitl Project: 12126.001 Eng/ceol: VPI/JMP FLOOD HAZARD ZONE MAP FigDre6 Scale: 1 " = 2,000' Date: January 2019 MainPlace Mall Transformation Project BaseMap ESAArcGISOnline zol9 2800 N. Main Street Thematic Information. Leighton CADV FEMA Author Leighton Aeomaticsthpan, City of Santa Ana, Orange County, California Leighton Man navPh as Vm]fain\1P1?n\nnl\Mans\1P1Pfinm Fnfi FILM Pn14m-n] m nd an 1/7/Pm9'Y 94 nri PM APPENDIX A REFERENCES Leighton MainPlace Mall Transformation Project 12126.001 let» =I 01U] EIe1 REFERENCES American Society of Civil Engineers (ASCE), 2013, Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, Third Printing, Errata Incorporated through March 15. Blake, T.F, 2000, EQSEARCH, A computer program for the estimate of Peak Horizontal Acceleration from California Historical Earthquake Catalogs, with Earthquake Catalog Data through August 15, 2018. Bryant, W.A., and Hart, E.W., 2007, Fault Rupture Hazard Zones in California, Alquist- Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Geological Survey: Special Publication 42. California Building Standards Commission, 2016, 2016 California Building Code (CBC), California Code of Regulations, Title 24, Part 2, Volume 2 of 2, Based on 2015 International Building Code, Effective January 1, 2017. California Department of Water Resources, 2018, Water Data Library, groundwater well data, accessed October 2018, http://wdl.water.ca.gov. California Division of Oil, Gas and Geothermal Resources (DOGGR), 2018, Interactive Well Finder Website, http://www.conservation.ca.gov/dog/PagesM/ellFinder.aspx California Geological Survey (CGS; previously known as the California Division of Mines and Geology), 1997, Seismic Hazard Zone Report for the Orange 7.5 Minute Quadrangle, Orange County, California, Seismic Hazard Zone Report 011. 1998, Seismic Hazard Zones Orange Quadrangle, Official Map, Released April, 1998, map scale 1:24,000. 2000, CD-ROM containing digital images of Official Maps of Alquist-Priolo Earthquake Fault Zones that affect the Southern Region, DMG CD 2000-003 2000. 2008, Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California. A-1 Leighton MainPlace Mall Transformation Project 12126.001 , 2018, Earthquake Fault Zones, A Guide for Government Agencies, Property Owners / Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California, Special Publication 42, Revised 2018. California State Water Resources Control Board (CSWRCB), GeoTracker, http://geotracker.waterboards.ca.gov/. City of Santa Ana, Planning Division, 1982, City of Santa Ana General Plan, Public Safety and Seismic Safety Elements, adopted September 20, 1982 (Reformatted January 2010). Federal Emergency Management Agency (FEMA), 2009, Map Number 06059C0l63JF, Effective Date December 3, 2009, Scale 1" = 1000' web site (https://hazards.fema.gov/femaportal/wps/portal/). Irvine Soils Engineering, Inc. (ISE), 1985a, Geotechnical Investigation, Santa Ana Main Place Development, Santa Ana, California, Job No. 2702-00, dated July 16, 1985. 1985b, Addendum to Geotechnical Investigation, Santa Ana Main Place Development, Santa Ana, California, Job No. 2702-00, dated December 6, 1985. 1986, Addendum to Geotechnical Investigation, Santa Ana Main Place Development, Santa Ana, California, Job No. 2702-00, dated January 2, 1986. 1987, Report of Observation and Compaction Testing, Santa Ana Main Place Mall, Parking Structure, Santa Ana, California, Job No. 02-4220-009-00-10, dated July 22, 1987. Jennings, C. W., 1994, Fault Activity Map of California and Adjacent Areas: California Department of Conservation Division of Mines and Geology, California Geologic Data Map Series, Map No. 6, map scale 1:750,000. Leighton and Associates, Inc., 2004, Supplemental Geotechnical Investigation and Seismic Hazard Evaluation for the Proposed Commercial and Residential Development at the City Place West, Corner of Main Street and Memory Lane, City of Santa Ana, California, Job No. 011178-001, dated May 7, 2004 2019, Geologic and Seismic Hazards Review, MainPlace Mall Expansion Project, City of Santa Ana, California, Job No. 12126.001, January 7, 2019. A-2 Leighton MainPlace Mall Transformation Project 12126.001 Morton D.M., and Miller, F.K., 2006, Geologic Map of the San Bernardino and Santa Ana, 30' x 60' Quadrangles, California, USGS Open File Report 2006-1217, map scale 1:100,000. Nationwide Environmental Title Research, LLC (NETR), 2018, Historic Aerials by NETR Online, website: http://www.historicaerials.com/aerials, accessed October 2018. Orange County Public Works (OCPW), 2013, Technical Guidance Document (TGD) for the Preparation of Conceptual/Preliminary and/or Project Water Quality Management Plans (WQMPs), dated December 20, 2013. State Water Resources Control Board, Geotracker, environmental database, http://geotracker.waterboards.ca.gov/ United States Geological Survey (USGS), 1964, Photorevised 1981, Orange Quadrangle, California — Orange County, 7.5 Minute Series (Topographic Series), Scale 1:24,000. 2008a, U.S. Seismic Design Maps, http://earthquake.usgs.gov/designmaps/us/application.php 2008b, Unified Hazard Tool for Deaggregations, https://earthguake.usgs.gov/hazards/interactive/ 2008c, National Seismic Hazard Maps— Fault Parameters, https://earthquake.usgs.gov/cfusion/hazfaults 2008 search/query main.cfm 2018a, Interactive Fault Map, http://earthguake.usgs.gov/hazards/gfaults/map/ 2018b, Interactive Geologic Map, http://ngmdb.usgs.gov/maps/MapView/ Yerkes, R.F., McCulloh, T.H., Schoellhamer, J.E. and Vedder, J.G., 1965, Geology of the Los Angeles Basin, California -- An Introduction: U. S. Geological Survey Professional Paper 420-A, 57 p. Aerial Photo Review Flight Frame Date Scale Agency Location AXJ 28-77, 28-78 5/23/1938 1:20,000 USDA Santa Ana and Orange, CA AXK-5K 86,87 12/26/1952 1:20,000 USDA Orange and Santa Ana, CA 80033 91,92 2/25/1980 1:24,000 AASI Santa Ana, CA A-3 Leighton FAJJ4ZI'] PTA -3 BORING LOGS rot/ / Leighton GEOTECHNICAL BORING LOG LB-1 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 149' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurface conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtme. Thedescriptionisasimplificationofthe o. y R p U 0— actual conditions encountered. Transitions between soil types maybe T g acual. 0 @0". 4-inches asphalt concrete over 5-inches base. 611floal PiIL untlocumentetl lAful� Silly SANG (SM), brown, loose, moist, finegrained santl. 145 5 R-1 4 SM 5 8 Quay Age Alluvial Fan Deposits in CyN ung(SM) S20 5 4.3 SM S Ity Silly SANG (SM), with gravel, metlium tlense, tlry, fine @ U ens 6 grained grainetl santl, fine grained gravel. 140 6 10 R-2 5 93.4 8.8 @10". Sifty SAND (SM), trace clay, minor rootlets, brown, loose, CIA OS 7 moist, fine grained santl. 8 S21 4 5 @12.5". Silty SAND ISM), with gravel, marlin in den se moist, 5 fine grained santl, fine to coarse grained gravel. 135 19 15 R-3 12 114 1.9 SW @15". Pootly-graded silly SAND fSP-SM), with gravel, grayish IDS 19 brown, medium dense, moist, fine to coarse grained santl, 17 fine to coarse grained gravel. S22 3 SP @1Z.5". Pootly-g ratletl SAND (SP), wit gravel, grayish brown, 4 marlin in tlense, moist, fine to metlium grained santl, fine to 130 ] coarse grained gravel. 20 R4 6 108 2 @201(minorrecovery) IDS 16 1] S23 3 3.4 @22.5". tlense, fine to medium grained gravel. 125 20 25 R-5 25 110 1 @25". No recovery—> Soil cuttings in lop 3" of sampler IDS 56 sug@@esletl SAND (SP), with gravel and sift, gray, verydense moist, fine grained santl, fine to coarse grained gravel. S24 22 1.4 @27.5". SAND (SP), with gravel, gray, very tlense, moist, fine to 28 medium grained santl, fine to coarse grained gravel. 120 SAPMPLE }p TYPES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DB DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN BE EQUIVALENT G GRABBAMPLE CN CONSOLIDATION CONSO DATIOITs H WDROMONINDIX HYDROMETER SPND ECIFIC SG 4 R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-1 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 149' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsl/rface conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewiththri Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 30.,W.R-6 33 109 3 GW @30". Gravel (GW), with santl, gew medium tlense, moist, fine OS •�• 16 to coarse grained santl, fine to coarse grained gravel, 6 fracluretl cobbles observed Disturbed rings S25 2 SO @32.5". Clayey SAND (SC), wish sift, brown, loose, moist, fine 3 grained santl. 115 3 35 R-] 3 SM @35". Clayey SAND (SC), wish sift, brown, very tlense, moist, 18 fine grained sand Disturbed rings was placed in a bag 50/2.5' @35.6". Silty SAND ISM), minor gravel, brown, very tlense, moist, fine grained santl, fine grained gravel. S26 14 26 GW @37.5" Gravel (GW), with santl, grayish brown, very tlense, dry, fine to coarse grained santl, fine to coarse grained gravel. •�• 110 W .► • 40 , W R-8 27 3.3 . b 50/6, �• S S27 17 @42.5". moist, frucluretl cobbles in the sample. ' 3] 105 b 45 R-9 28 @45". moist, fine to medium grained santl. 15, �b S8 •• S 2] 100 '. . 50 .• S R-10 �. 32 56 Total Depth : 51.5 X bgs, No groundwater enccuntered during drilling, Boring was backtilled with soil cuttings and surface was as ched with cdrlmix asphalt upon completion of drilling on 95 August 20, 2018. 55 90 SAMPLETYPES: TYPE OF TESTS: 40, B BULK SAIdPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS ISHEARON IN BE EQUIVALENT AL ns El C CORE SAMPLE AL ATTERCONSO WDROMONINDIX SPND ECIFIC DATIORG G GRABBAMPLE CN COU-APSE TION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO CORROSIO MD UC UNCONFINED COMPRESSIVE STRENGTH POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-2 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 15Z Location 2800 N. Main Street Santa Ana CA Sampled By NA SOIL DESCRIPTION o sY a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Suburise Conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj arrdmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U 0— actual conditions encountered. Transitions between soil types maybe T g acual. 0 @0". 4-inches of asphalt concrete over 5-inches of base. Artificial IF IL undocumentetl lA1W Hand angered to 5has. 150 7 @0 75 5". Clayey SAND (SC), with sill, dark brown, moist, fine grained santl, construction debris and trash. 5 S-1 ] SO @5". Clayey SAND (SC), with sill, brown, medium tlense, moist, 8 fine grained santl, some construction tlebris. 8 145 --- --- S-2 -- 2 -- -- 21.1 -- ---------------------------- uatema a) oun Alluvial Fan Oe osits 1 @T.5". Clayey SAND SC), with sill, brown, very Dose, moist, 2 fine grained santl. 10 S-3 2 @ 10". very loose to loose. 2 2 140 S, 2 153 SM @12.5". Siry SAND (SM), with clay, brown, loose, moist, fine 2 grained santl, medium plasticity. 3 15 S-5 3 CL @15". Sandy CLay (CL with sill, brown, metlium stiff, moist, -200 3 fine grained sand. (7%passing #200) 3 135 S-6 5 3 SP @17.5". Poody gelded SAND (SP), some gravel, light 12 grayish brawn medium tlense, dry, fine grained santl, fine to 15 medium grained gravel. 20 S-] 8 SW @20". SAND (SW), wish gravel, gray, medium tlense, damp, fine 8 to coarse grained santl, fine to medium grained gravel. 10 130 S-8 4 3.2 @22.5". with sill and gravel, light brown, loose, moist, fine to 4 coarse grained santl, fine to medium grained gravel. 5 25 S-9 3 2 4 ML @26". Sandy SILT (MIL), brown, medium stiff, moist, fine grained 125 santl. S10 3 SM @27.5" Sir SAND SAND ISM), brown, loose, moist, fine grained -200 3 sand . him passing #200) 5 SAPMPLE }p TYPES: TYPE OF TESTS: 40, B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL ATTERCONSO ITS El ISHEARON IN SE SPNG VALENT G SAMPLE CN CONSOLIDATION DATIORG H WDROMONINDIX HYDROMETER SG ECIFIC RI 4 R RING RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-2 Project No. 12126.001 Date Drilled 8-20-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation 15Z Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurface conditions may differ at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. ThedescriptionisasimpOficationofthe o. y R p U 0— actual conditions encountered. Transitions between soil types maybe T g acual. 30 • •' S11 5 14 GVVGV @30". GRAVEL (GWGM), with santl anti sift, gray, medium dense, moist fine to medium grained santl, finelocoarse 14 ggrainetl gravel . 120 tlrilling wish difficulty and loud noises. S12 4 SM @32.5". Silty SAND ISM), minor gravel, brown, loose, moist, fine -200 5 grained santl, fine grained gravel. (35.8%passing #200) 6 drilling wish difficulty and loud noises. 35 S13 4 9.3 @35". some coarse grained gravel, tractmetl cobbles (angular 4 pieces) in top 2 inches of sampler. 4 115 S14 3 SG @37.5". Clayey SAND (SC), dark brown, loose, moist, fine 4 grained santl. 40 S15 5 OL @40". Sandy Clay (CH brown, stiff, moist, fine grained santl. -200 6 (T5.8%passing #200) 8 110 S16 4 @42.5". with sill, stiff. 5 6 45 S17 3 @45". Sandy CLAY (CH with sill, brown, stiff, moist, fine 5 grained santl. 5 105 S18 3 5 50 S19 2 SG @50". Clayey SAND (SC), reddish brown, loose, moist, fine 2 grained santl. 4 100 Total Depth: 51.5 X bgs No groundwater enccuntered during drilling, Boring was backfilled with soil cuttings and surface was as ched with cdrlmix asphalt upon completion of drilling on August 20, 2018. 55 95 SAfiPLETVPEB: TYPE OF TESTS: 40, B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS ISHEARON IN BE AL ns El C CORE SAMPLE AL ATTERCONSO WDROMONINDIX SPND ECIFIC GRLENT DATIORG G GRABBAMPLE CN COU-APSE TION H HYDROMETER SG AVITY UNCONFINED CITY R RING SAMPLE CO COLLAPSE MD DENSITY UC UNCONFINED COMPRESSIVE STRENGTH POCKET B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-3 (Infiltration Test Well) Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W ZY 4a aLL O a 4a aJ f7 a C - Q Z a ao� m y as 3 M IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsrfism Conditions may differ at other locations andmaychangewithtime. ThedescriptionisasimpOficationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T 0 0". 3-inches of asphalt concrete over 6-inches of base. Artificial !F lL urdocumented bktul: Hand angered to 5bgs. @0 75 5". Silly SAND ISM) mixed with Sandy CLAY (CH light brown to brown, fine grained sand construction deans and trash. 5 Boring was not sampled due to pilot boring LB , 10ft north of the bonng. io 15 2U Total Depth : 20 ft bgs, No groundwater encountered during tlnlling� Boning was converted into Infiltration Test Well. After the test, well was removed adn boring was bacinfilled with soil cuttings. Surface was patched with coldarix asphalt upon Completion of drilling on October 30, 2018. 25 SMIPLE TYPES: TYPE OF TESTS: B BULK SAMPLE %FINESPABBIRG DB DIRECT SA SIEVE SHEARION C CORE SAMPLE AL AL ATTERCONSO MI El IN BE EQUIVALENT G GRAB SAMPLE CN CONBAPSE DATIOIIs ION H HYDROMETER HYDROMETER SPND ECIFIC GRAVITY BG SG R RING SAMPLE CO CORROSIO MD MA)tMUM UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 1 GEOTECHNICAL BORING LOG LB-3 (Pilot Hole) Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL WO sY 4a aLL a 4a aJ f7 a a C - Q d Z a ao� m y a as 3 m1p IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsurface conditions may differ at other locations andmaychangewithtme. ThedescriptionisasimpOficationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T 0 @0". 3-inches of asphalt concrete over 6-inches of base. AHifioal FiIL untlopumented (Atu1: @07 6 Silt S5'bgs. Silly SANG (lig Mmin to lb Santly CLAY (CL), some @ fine santl, fine lighlt brown to brown, fine B11k-1 SM grained gravel, grainetl gr. construction debris and trash. MO 5 10_S-1 2 139 CL-SM minimum resistivity =1750(ohm -cm) - CR 2 SM SO4=88 m, CI-31 .---_gip L---Lphrul pH=78_____----J .' 3 Alluvium Fan Deposit (Daft: @10.5". Silty SAND (SM), trace clay, brown, loose, moist, fine grained santl. 15 S-2 3 CL @15". Sandy CLAY (CH brown, stiff, moist, fine grained santl. 5 20 S-3 3 @20". Medium stiff (%Gravel = 10, %Sand 35, %Fines = 55) SA 3 3 25 S, 4 @25". Sandy CLAY (CH with gravel, brown, very stiff, moist, 7 fine to coarse grained santl, fine to medium grained gravel. zb SAMPLE TYPES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN BE EQUIVALENT G CN CONBODDATION CONSO DATIOITs H WDROMONINDIX HYDROMETER SPND ECIFIC SG R RGRAB INGSA SAMPLE RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE BTRENGTI B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNEDTRIA)tAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-3 (Pilot Hole) Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C - Q d Z a ao� m y a qs 3 M R N a u OQ Z p - rn a aoa U Ny VU 00l 'aj y" SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsrgice conditions may differ at other locations andmaychangewithtime. ThedescriptionisasimpOficationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T 30 S-5 3 OL @30". CLAV (GH with sill & santl, brown, medium stiff, moist, 3 fine grained santl. 3 Total Depth : 31.5 X bgs, No groundwater encountered during drilling, Boring was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 29, 2018. 35 40 45 50 55 SAMPLETYPES: TYPE OF TESTS: B BULK SAMPLE -tee %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL ATTERCONSO IIs El ISHEARON IN BE G GRABBAMUE CN CONBODDATION DATIORG H WDROMONINDIX HYDROMETER SPND ECIFIC GRAVITY SG R RING SAMPLE CO COI -LAPSE MD UNCONFINED CITY DENSITY UC UNCONFINED COMPRESSIVE BTRENGTI B SPLIT SPOON SAMPLE CR CORROSION RROSIO PP POCKET POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-4 Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C - Q d z a ao� m y a as 3 m1p IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Suburgice conditions may clear at other locations andmaychangewiththhi Thedescriptionisasimplificationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T D @0". 5-inches of asphalt concrete over T-inches of base. Artificial Fill. undocumented (Atul: Hand augeretl to 5has. @15". Silty SAND ISM), with Clay, with holders (4 to 10 brown, moist, fine grained santl, construction debris. 5 '. .' . S-1 10.5 SM 31 4 % passing #200_1 -200 12 12 Alluvium Fan Deposit (Caff 14 y SAND @fine 5". Silly SAND (SM), tleik gray, metlium tlense, moist, fine to medium grained santl. S-2 ] @7.5-8". trace Gravel and santl, black, fine grained santl, fine 16 grained gmvel. 8 @8-9". trace Clay, brown, medium tlense, moist, fine grained santl. 10 S-3 2 MIL @10". Sandy SILT (ML), brown, soft, moist, fine grained santl. 1 2 S4 2 @12.5". metliumslifi. 3 3 is S-5 2 10 (52.8%passing #200) -200 3 S-6 3 @17.5". Stiff. 4 6 zD S-] 4 4 @20.521 5". Sandy SILT (ML), brown, medium stiff to stiff, 4 moist, fine grained sandd. -8 3 4 @23 24". SILT (ML), with Santl, brown, stiff, moist, finegrained 5 santl. 25 S-9 5 10.8 @25". stiff. (55.9%passing #200) -200 6 5 Sib 3 @27.5". trace Clay, with Santl, fine grained santl. 4 6 SAPMPLE }p TYPES: TYPE OF TESTS: B BULK SAMPLE %FINESPABBIRG DB DIRECT SA SIEVE SPEARION C CORE SAMPLE AL AL ATTERCONSO MI El IN BE EQUIVALENT G GRABBAMPLE CN COU-APSE DATIOITs TION H HYDROMETER HYGROMETER SPND ECIFIC GRAVITY BG SG R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-4 Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z qs N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ - ao� OQ 00l time of sampling. Subsurfism Conditions may differ at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 30 S11 4 3 OL @30.531.5". CLAY (CH minor Silt, brown, medium stiff, moist. 3 some fines. R-1 4 35 • •�' R-2 15 26 GVV @35". Sanity GRAVEL (GW), with Clay, brown, medium tlense, moist, fine grained santl, fine to coarse amined gravels, 20 fmclured cobble observed •� S •�� ' S12 10 @37.5". gmyishbrown, medium dense to tlense, fine to coarse 16 grained santl, fine to coarse grained gravels. •� S 14 ' 40 •� S S13 1 19 @40". tlense. 1] 24 I ' •48 S @42.5". very tlense. '. S14 23 28 45 •� S15 12 @45". tlense. 14 20 •'' I ' •� S Sib '. ' 13 � ► 23 50 ' Si] 13 ► 22 25 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boring was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 29, 2018. 55 SAMPLETYPEB: TYPE OF TESTS: 40, B BULK SPfaPLE -tee %FINES PASSING DS DIRECT BA SIEVE ANALYSIS ISHEARON IN BE VALENF C CORE SAMPLE AL El WDROMONINDIX SPND ECIFIC CONSO DATIOIIs G GRABBAMPLE CN CONBODDATION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO COI -LAPSE MD UC UNCONFINED COMPRESSIVE STRENGTH RROSIO POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED IRIA>1AL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-5 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o a a a Z as N - Ny a a a sY 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ - ao� OQ 00l time of sampling. Suburfism Conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y p U 0— actual conditions encountered. Transitions between soil types maybe T IL g acual. D 0". T-inches of asphalt AC concrete over subgrade @0 58 5.5". Silly Clayey SANG SlCM), with bold am (4 to 10 brown, moist some conslm iSon debris observetl. (EI = 24) Bulk-1 11.2 SCSM EI, MD, MO 5 S-1 4_ 129 minimum resistivity = 931 (ohmcm)CR 4 CL SO4=145 m,C1=60(ppm),pH=Z.4 4 --_�PPJ -- Alluvium Fan Deposit (OaFl: @5.5 6 5". Clay (CL), with santl, brown, soft to medium efiff, moist, fine grained santl. 10 R-1 11 113.6 14.9 OL @10". Sandy CLAY (CH with silt, brown, stiff, moist fine CIA 6 grained santl. 8 15 S-2 3 14.8 @15". metliumsliff. 5 20 S-3 13 @20". hard 19 25 GW @21.3 21.51 Sandy GRAVEL (GW), gghw metlim tlense, moist •�' fineto medium grained santl, fine to coarse grained gravel, \ fmcluretl cobbles observetl. •� S 25 S, 11 2.6 SP @25". SAND (SP), with gravel, gray, very tlense, moist fine to 56 medium grained santl, medium grained gravel. Drilling wish difficulty and loud noises. Bulk-2 SAMPLETW }}pp ES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN SE SPND EQUIVALENT G GRAB SAMPLE CN CONSOLIDATION CONSO DATIOITS H WDROMONINDIX HYDROMETER SG ECIFIC R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-5 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C - Q d Z a ao� m y a as 3 m1p R N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Subsl/rface conditions may differ at other locations andmaychangewiththri Thedescriptionisasimpllficationofthe actual conditions encountered. Transitions between soil types maybe gradual. a ~ O o. T 30 S-5 28 @30". hacWretl cobbles obserevetl. 50/5" tlrilling with difficulty and loud noise) 35 S-6 11 SW @35". Gravelly SAND (SW), gray, medium tlense, moist, fine to 10 coarse grained sandd, fine to medium grained gravel. 15 40 S-] x @40". very tlense, with fractured cobbles. 0/6" ° 45 S-8 13 @45". SAND (SW-GW), wit gravel, gray, tlense, moist, fiddle j 26 coarse grained sand fine to coarse grained gravel. ° 19 50 t ' j S-9 35 M @50". very tlense, with fractured cobbles. 0/4 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boringg was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 30, 2018. 55 SAPMPLE TYPES: TYPE OF TESTS: B BULK SAMPLE SA SIEVE %FINESPABBIMI DB DIRECTSHEAFION El BE VALENF AL IN EQUIVALENT C CORE SAMPLE AL WDROMONINDIX SPND ECIFIC CONSO DATIOIIs G SAMPLE CN COU-APSE TION H HYDROMETER SG UNCONFINED CITY RING UC UNCONFINED COMPRESSIVE STRENGTH R RING SAMPLE CO COLLAPSE MD POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-6 Project No. 12126.001 Date Drilled 10-29-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o a a a Z as N - Ny a a a sY 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ - ao� OQ 00l time of sampling. SeA,urace conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. D @0". 3�nches of asphalt (AD) concrete over T-inches of A re ale Base. Artificial Fill. undocumented CUul: Hand angered to 5bgs @0.83-5. Silly SAND ISM), light brown, moist, fine grained santl. Bulk-1 9.8 SM (El =2T) MD 5 S-1 2 2 SM Alluvium Fan SANDDeposit M) trace @ 6 5oose Silly SAND trace gravel, rained very loose to lloose, moist, fine grained santl, fine grained grovel. grain 10 S-2 3 @10". loose, moisltotlry. SA 5 (%Grave1=16,%Santl=43,%Fines=41) 4 15 S-3 8 8 SP @15.516.5". SAND (SP), trace gravel, gray, mediumdense 7 dry fine grained santl, medium grained gravel. Total Depth : 16.5 fi bgs, No groundwater encounteed during drilling, Boring was converted into infiltration test well on October 29, 29ia. Boring was bacinfilled with soil cuttings and surface was patched with cdrlmix asphalt upon completion of infiltration 20 test on October 30, 2018. 25 SAMPLETYPES: TYPE OF TESTS: B BULK SAMPLE %FINES PASSING DS DIRECT SA SIEVE ANALYSIS C CORE SAMPLE AL AL El ISHEARON IN SE SPND EQUIVALENT G GRAB SAMPLE CN CONSOLIDATION CONSO DATIOI35 H WDROMONINDIX HYDROMETER SG ECIFIC R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 1 GEOTECHNICAL BORING LOG LB-7 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Suburise Conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y p U 0— actual conditions encountered. Trans)&vs between soil types maybe p, IL g acual. 0 @0". 25inches of asphalt (AC) concrete over &inches of A ro ale Base. Artificial Fill. undocumented OVul: Hand augerotl to 5ags. @0. 75". Santly SILT (MIL) , brown, moist, fine grained santl. MIL 5 — — — — — — R-1 -- 2 -- 111.8 -- 11.8 -- ---------------------------_ Alluvium Fan Deposit (Dan: CIA 3 @5". Santly SILT (MIL) , brown, metlium stiff, moist, finegrained 4 santl. S-1 2 158 SM @7.5". Silly SAND (SM), brown, very loose to loose, moist, fine 2 grained santl. 2 10 R-2 4 120.6 125 @10".loose. CIA 6 S-2 9 2.8 MIL @12.51 SILT(MIT) , minorsand brown, had, wet, finegmined 22 santl. 20 SW (pu mired water) (drilling with difficulties and loud noises) 15 S 3 17 @13514". SAND (SWI, wish gravel, grayish brown, dry, fine to coarse grained sandd, fine grained gravel, fractmed cobble 25 obs... d 50 @15". Sandy GRAVEUGmvelly SAND (SW Slit) gray, very tlense, damp, fine to coarse grained santl, fine to coarse S-0 15 5 4.4 grained gravel. @1Z.5". loose to medium dense .(3"recovered) 5 20 S-5 3 MIL @20". SILT (ML), minorsand brown, soft to medium stiff, moist, 2 fine grained santl. 2 R-3 4 @22.5". Clayey SILT (MIL), brown, medium stiff, wet. 6 25 S-6 3 11.9 OL @25". Silty CLAY (CL), brown, medium stiff, wet. 4 3 R4 9 19 25 SO @28.8". Clay%yy SAND (SC), wish gravel, brown, medium tlense, moist, fine io coarse grained santl, medium grained gravel. SAMPLETYPEB: }}pp TYP00 B BULK SAMPLE %FINES DS DIRECTE)[PAN SA SIEVE SHEARION C CORE SAMPLE AL ATINEBPABBIMI AL El BE EQUIVSls VALENF IN ALENT G GRAB SAMPLE CONSO CN COU-APSE DATIOITs TION H WDROMONINDIX HYDROMETER SPND ECIFIC SG R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH B SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNEDTRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-7 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurface conditions may clear at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. Thedescriptionisasimplificationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 3U • •'' S-] 18 20 GW @30". Sandy GRAVEUGmvelly SAND (SW-GW), gra ish brown, tlense, moist, fine to coarse graanetl santl, fore re lu 12 coarse grained gravel. •�• S-8 10 @32.5". trace sill. lu 0 •� 0 '• 35 •� S-0 11 @35". GRAVEI (GW), wit santl, gray, tlense, fine to coarse i9 graded sand fine to coarse grained gravel, fmcluretl •�• 25 cobbles observed .•� 'S. S10 1] 22 lu 23 •� � 40 S11 8 SM @40". Silty SAND ISM), brown, medium tlense, moist, fine 0 grained santl. 0 MIL @41 Sandy SILT (MIL), brown, very stiff, moist, fine grained santl. R-5 6 GL @42.5". GLAV (GH trace sill, brown, very stiff, moist. 2 45 S12 4 MIL @4 SILT (ML), trace clay, brown, minorsand stiff, fine 5 r gainetl sandd 8 S13 5 GL @47.5". GLAV (GH trace sill, minor santl, retlish brown, stiff, 5 moist, fine grained santl. 50 514 11 10 @50". red hand tlamptotlry. 5 20 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boringg was bacinfilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 30, 2018. 55 SAPMPLE TYPES: TYPE OF TESTS: B BULK SAMPLE BA SIEVE DB DIRECTE)[PAN SHEARION EQUIVSIS C CORE SAIkI340PLE AL El BE ALENT AL ATINEBPABBIRG MI IN WDROMONINDIX SPNG ECIFIC GRAVITY CONSO DATIOIIs G GRABBAMPLE CN COU_APSE TION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO CORROSIO MD UC UNCONFINED COMPREBBIVE STRENGTH POCKET PENETROMETER B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 GEOTECHNICAL BORING LOG LB-8 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA o a a iLL W sY 4a aLL O a 4a aJ f7 a a C — Q d Z a ao� m y a as 3 m1p IL N a u OQ Z p - rn a aoa U Ny VU 00l 'aj 0— SOIL DESCRIPTION This Soil Description applies only to a location of the exploration at the time of sampling. Suburface conditions may clear at other locations andmaychangewithtime. Thedescriptionisasimplificationofthe actual conditions encountered. Transitions between soil types maybe g acual. a ~ O o. T D @0". 4.Sinches of asphalt (AC) concrete over &inches of A re ale Base. Artificial Fill. undocumented OVul: Hand angered to 5bgs @0.87-5. Silly SAND ISM), trace clay, dark brown, moist, fine grained santl. SM 5 — - - — — — — — — S-1 -- 2 -- -- 13 -- SM — — — — — — — — — — — — — — — — — — — — — — — — — — — - Alluvium Fan Deoosit (OaFl: 1 @5". Silly SAND (SM), dark brown, very loose, moist, fine 2 grainetl santl. 10 R-1 4 122 SO @10". Clayey SAND (SC), wish sift, brown, loose, moist, fine IDS 5 grained santl. 5 15 S-2 4 SP @15". SAND (SP), with gravel, gray, medium tlense, moist, fine 8 grained santl, fine to coarse grained gravel. 10 20 • R-2 k1 20 2.8 GVV @20". Sandy GRAVEL(GW), gray, medium tlense, moist, fine •�• 13 to coarse grained santl, fine to coarse grained gravel, \ 11 fmcturetl cobbles observed •� S •� S 25 S-3 3 OL @25". CLAY (CH trace sill and gravel, brown, soff to metlium 1 stiff, wet, coarse grained gravel. 3 SAMPLETYPES: TYPE OF TESTS: B BULK SAMPLE DS DIRECTE)[PAN SA SIEVE SHEARION C CORE SAMPLE AL ATINESPASSIMI AL El EQUIVSIS ALENT IN SE SPND VALENF G GRAB SAMPLE CN CONSOLIDATION CONSO DATIOITS H WDROMONINDIX HYDROMETER SG ECIFIC R RING SAMPLE CO COLLAPSE MD UNCONFINED CITY UC UNCONFINED COMPRESSIVE STRENGTH S SPLIT SPOON SAMPLE CR CORROSION PP POCKET POCKET PENETROMETER PENETROMETER T TUBE SAMPLE CU UNDRNNED TRIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 1 of 2 GEOTECHNICAL BORING LOG LB-8 Project No. 12126.001 Date Drilled 10-30-18 Project Kimley-Horn Main Place Logged By NA Drilling Co. 2R Drilling Hole Diameter 8" Drilling Method Hollow Stem Auger - 1401b - Autohammer - 30" Drop Ground Elevation ' Location 2800 N. Main Street Santa Ana CA Sampled By NA d a SOIL DESCRIPTION o sY a a a Z as N - Ny a a a 4a 4a C a 3 a u rn a VU This Soil Description applies only to a location of the exploration at the ~ iLL aLL aJ — ao� OQ 00l time of sampling. Subsurfism Conditions may differ at other locations O W O f7 Q m m1p Z aoa 'aj andmaychangewithtime. ThedescriptionisasimpOficationofthe o. y R p U y" actual conditions encountered. Transitions between soil types maybe T g acual. 3U R-3 5 5 20 33 GW-GO @31". Clayey GRAVEL SGVV), brown, tlense, moist, fine to •� coarse grained gravel. 35 •� •'' • S4 15 GW moist ,obbles coarse @3r Sandy GRAVEL fine toGW),gray ,el fractured grained sand fine b coarse gravel, fracturetl cobbles 18 is , observed •� S with Grilling with difficulty and loud noise. •� S '. 40 S-5 27 @40". very tlense. •� S •� S 45 • �• S-6 22 •� S 5) •� S •• 50 S-] 3 OL @50". CLAY (GH trace sill, minor santl, reddish brown, stiff, 5 wet, fine grained santl. 6 Total Depth : 51.5 X bgs, No groundwater encountered during drilling, Boringg was backtilled with soil cuttings and surface was patched with coldarix asphalt upon completion of drilling on October 30, 2018. 55 S)lAIPLETYPES: TYPE OF TESTS: 40, DS DIRECT SA SIEVE ANALYBIB B BULK SPfaPLE -2e0 %FINES PABBINRG ISHEARON IN I El BE C CORE SAMPLE AL ATTERCONSO WDROMONINDIX SPND ECIFIC GRAVITY DATIOIIs G GRABBAMPLE CN COULNPSE TION H HYDROMETER SG UNCONFINED CITY R RING SAMPLE CO CORROSIO MD DENSITY UC UNCONFINED COMPRESSIVE BTRENGTI POCKET B SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER T TUBE SAMPLE CU UNDRNNED 3RIAXIAL RV RVPLUE "' This log is a part of a report by Leighton and should not be used as a stand-alone document"' Page 2 of 2 APPENDIX C LABORATORY TESTING DATA rot/ / Leighton GRAVEL i SAND FINES COARSE I FINE COARSE MEDIUM FINE SILT CLAY U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3.0" 11/2" 3/4" 3/8" #4 #8 #16 #30 #50 #100 #200 100 90 80 70 60 F x 0 w 50 2 m w 40 z LL H 30 w V K w LL 20 10 0 100.000 10.000 1.000 0.100 0.010 0.001 PARTICLE - SIZE (mm) Project Name: Kimlev-Horn Main Place Boring No.: LB-6 Sample No.: S-2 & S-3 mix Project No.: 12126.001 Depth (feet): 10.0 & 15.0 Soil Type : SM PARTICLE - SIZE Soil Identification: Brown silty sand with gravel (SM)g Leighton DISTRIBUTION 741 ASTM D 6913 GR:SA:FI : (%) 16 : 43 : 41 uec-its SA LB6, S-2 & S-3 . @ 10 & 15.�1s GRAVEL SAND FINES COARSE I FINE CRSE MEDIUM FINE SILT CLAY U.S. STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER 3.0" 11/2" 3/4" 3/8" #4 #8 #16 #30 #50 #100 #200 100 90 80 70 60 x 0 w 50 3 m K 40 w z LL H 30 w V K w LL 20 10 0 100.000 10.000 1.000 0.100 0.010 0.001 PARTICLE - SIZE (mm) Project Name: Kimlev-Horn Main Place Project No.: 12126.001 Boring No.: LB-3 Sample No.: S-2, S-3 & S-4 mix Depth (feet): 15.0, 20.0 & 25.0 Soil Type : s CL Leighton PARTICLE - SIZE DISTRIBUTION Soil Identification: Olive brown sandy lean claty s(CL) ASTM D 422 GR:SA:FI : (%) 10 35 : 55 Uec-lb Sieve & HydL LB-3, S-2, S-3 & SC mix @ 15, 20, & 25 x/e 3.00 Y 2.00 `m 1.00 0.00 0 0.1 0.2 0.3 Horizontal Deformation (in.) 3.00 Y 2.00 U) `m r 1.00 U) 0.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 Normal Stress (ksf) Boring No. LB-8 Normal Stress (kip/ftz) 1.000 2.000 4.000 OS LBA, R-1 @ 10 6.0 5.0 4.0 Y_ a� 3.0 U) 2.0 L 1.0 0.0 0 0.1 0.2 0.3 Horizontal Deformation (inches) 6.0 5.0 4.0 Y 3.0AL C- `m L u) 2.0 1.0 0.0 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 Normal Stress (ksf) • ■ A • :. .- Normal Stress (kip/square-foot) or (ksf): 1 3 4 5 6 Peak Shear Stress (ksf): 0.638 3.150 2.965 4.430 5.731 Shear Stress at end of test (ksf): 0.632 3.081 2.528 3.823 5.731 Deformation Rate (inches/minute): 0.05 0.05 0.05 0.05 0.05 Initial Sample Height (inches): 1 1 1 1 1 Diameter (inches): 2.415 2.415 2.415 2.415 2.415 Initial Moisture Content (%): 9 2 2 1 3 Dry Density (pcf): 97 114 108 110 109 Saturation (%): 33 11 11 7 17 Soil Height Before Shearing (inches): 0.9915 0.9773 0.9631 0.9565 0.9683 Final Moisture Content % : 23 14 17 14 13 Project No.: 12126.001 DIRECT SHEAR TEST RESULTS 49 Leighton Consolidated Undrained Kimley-Horn MainPlace DS L84. P-2 thm P-6Singe Point Sheets Time Readings 0.0000 0 0000 0.1000 0 2000 ^. 0.2000 _ m 0.3000 = 04000 a � 0.4000 of 5 0.5000 0 6000 0 =O 0.6000 m E 0.7000 0 8000 `O `m 0.8000 0 1 0000 0.9000 1.0000 1 2000 0.1 M rM 4.00 6.00 0 10.00 12.00 14.00 1-- 0.10 Log of Time (min.) 1.0 00 I I I I I Inundate with Tap water 1.00 10.00 Pressure, p (ksf) Square Root of Time (min.112) 100.00 Boring Sample Depth Moisture Dry Density (pcf) Void Ratio Degree of No. No. (ft.) Content (/o) Saturation (%) Initial Final Initial I Final I Initial I Final I Initial Final LB-1 R-2 10 8.8 20.1 98.4 108.5 0.713 0.532 33 98 Soil Identification: Yellowish brown silty sand (SM), trace clay noted 100 At Project No.: 12126.001 ONE-DIMENSIONAL CONSOLIDATION 49 Leighton PROPERTIES of SOILS Kimley-Horn MainPlace ASTM D 2435 01-19 Time Readings 0.0000 0.0000 , 0.1000 0.2000 m 0.3000 a � 0.4000 of 0.5000 0 0.6000 O E 0.7000 m 0.8000 0.9000 1.0000 0.1 M 0.50 1.00 C O 1.50 CU >_ O w p 2.00 2.50 3.00 4- 0.10 Log of Time (min.) 02000 04000 0 6000 0 8000 1 0000 12000 F 1.0 00 Square Root of Time (min.112) Inundate with Tao water 1.00 10.00 Pressure, p (ksf) `DnxmI Boring Sample Depth Moisture Dry Density (pcf) Void Ratio Degree of No. No. (ft.) Content ( ) Saturation (%) Initial I Final I Initial I Final I Initial I Final I Initial I Final LB-5 R-1 10 14.9 1 16.8 1 113.6 113.8 0.484 1 0.475 83 94 Soil Identification: Brown silty lean clay (CL-ML) 100 / ♦� Leighton ONE-DIMENSIONAL CONSOLIDATION PROPERTIES of SOILS Project No.: 12126.001 Kimley-Horn MainPlace / ASTM D 2435 12-18 Time Readings 0.0000 0 0000 0.1000 0 2000 ^. 0.2000 _ m 0.3000 = 04000 a � 0.4000 of 5 0.5000 0 6000 0 =O 0.6000 m E 0.7000 0 8000 `O `m 0.8000 0 1 0000 0.9000 1.0000 1 2000 0.1 M 1.00 FW 3.00 0 5.00 . �� 7.00 1-- 0.10 Log of Time (min.) 1.0 00 Inundate with Tap water 1.00 10.00 Pressure, p (ksf) 100 Square Root of Time (min.112) 100.00 Boring Sample Depth Moisture Dry Density (pcf) Void Ratio Degree of No. No. (ft.) Content (/o) Saturation (%) Initial Final Initial I Final I Initial I Final I Initial Final LB-7 R-1 5 11.8 14.8 111.8 116.8 0.508 0.434 63 90 Soil Identification: Dark yellowish brown sandy silt s(ML) At Project No.: 12126.001 ONE-DIMENSIONAL CONSOLIDATION 49 Leighton PROPERTIES of SOILS Kimley-Horn MainPlace ASTM D 2435 01-19 Time Readings 0.0000 0 0000 0.1000 0 2000 ^. 0.2000 _ m 0.3000 = 04000 a � 0.4000 of 5 0.5000 0 6000 0 =O 0.6000 m E 0.7000 0 8000 `O `m 0.8000 0 1 0000 0.9000 1.0000 1 2000 0.1 M MIM 1.00 C 1.50 CU >_ O N 1 F&ITIA 3.00 1-- 0.10 1.0 00 Log of Time (min.) Inundate with Tap water 1.00 10.00 Pressure, p (ksf) Square Root of Time (min.112) 100.00 Boring Sample Depth Moisture Dry Density (pcf) Void Ratio Degree of No. No. (ft.) Content (/o) Saturation (%) Initial Final Initial I Final I Initial I Final I Initial Final LB-7 R-2 10 12.5 11.6 120.6 123.3 0.398 0.369 85 86 Soil Identification: Dark yellowish brown silty sand (SM) 100 At Project No.: 12126.001 ONE-DIMENSIONAL CONSOLIDATION 49 Leighton PROPERTIES of SOILS Kimley-Horn MainPlace ASTM D 2435 O1-19 MODIFIED PROCTOR COMPACTION TEST Leighton Project Name: Project No.: Boring No.: Sample No.: Soil Identification: ASTM D 1557 Kimley-Horn MainPlace Tested By: S. Dansby 12126.001 Input By: G. Bathala LB-6 Depth ft): 0-5 Bulk-1 Dark brown siltv sand Date: 12/17/18 Date: 12/31/18 Preparation Method: N Moist N Mechanical Ram Dry Manual Ram Mold Volume (ft3) 0.03320 Ram Weight = 10 A; Drop = 18 in. TEST NO. 1 2 3 4 5 6 Wt. Compacted Soil + Mold (g) 3762 3909 3964 3903 Weight of Mold (g) 1830 1830 1830 1830 Net Weight of Soil (g) 1932 2079 2134 2073 Wet Weight of Soil + Cont. (g) 390.0 318.0 310.5 357.0 Dry Weight of Soil + Cont. (g) 370.0 296.1 283.6 319.0 Weight of Container (g) 39.3 39.4 39.2 38.9 Moisture Content (%) 6.05 8.53 11.01 13.57 Wet Density (pcf) 128.3 138.1 141.7 137.7 Dry Density c 121.0 127.2 127.7 121.2 Maximum Dry Density (pcf) 128.2 Optimum Moisture Content (%) 10.0 PROCEDURE USED ® Procedure A Soil Passing No. 4 (4.75 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers : 5 (Five) Blows per layer : 25 (twenty-five) May be used if +#4 is 20% or less ❑ Procedure B Soil Passing 3/8 in. (9.5 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers : 5 (Five) Blows per layer : 25 (twenty-five) Use if +#4 is >20% and +3/8 in. is 20% or less ❑ Procedure C Soil Passing 3/4 in. (19.0 mm) Sieve Mold : 6 in. (152.4 mm) diameter Layers : 5 (Five) Blows per layer : 56 (fifty-six) Use if +3/8 in. is >20% and +3/4 in. is <30% Particle -Size Distribution: Atterbe 135.0 1K11XIA V Q a 125.0 1rzuu 115.0 !- 0.0 5.0 10.0 SP. GR. = 2.70 SP. GR. = 2.75 SP. GR. = 2.80 15.0 20.0 Moisture Content (%) MX LB-6, Bulk I @ 0-5 Leighton Project Name: Project No.: Boring No.: Sample No.: Soil Identification: MODIFIED PROCTOR COMPACTION TEST ASTM D 1557 Kimley-Horn MainPlace 12126.001 LB-5 Bulk-1 Dark brown silty clayey sand (SC-SM) Tested By: S. Dansby Input By: G. Bathala Depth (ft.): 0-5 Date: 12/18/18 Date: 12/31/18 Preparation Method: N Moist N Mechanical Ram Dry Manual Ram Mold Volume (ft3) 0.03320 Ram Weight = 10 lb.; Drop = 18 in. TEST NO. 1 2 3 4 5 6 Wt. Compacted Soil + Mold (g) 3812 3936 3946 3854 Weight of Mold (g) 1830 1830 1830 1830 Net Weight of Soil 1982 2106 2116 2024 Wet Weight of Soil + Cont. (g) 579.5 498.2 520.7 441.4 Dry Weight of Soil + Cont. (g) 549.4 461.8 471.4 391.3 Weight of Container 39.6 39.5 39.2 39.0 Moisture Content (%) 5.90 8.62 11.41 14.22 Wet Density (pcf) 131.6 139.8 140.5 134.4 Dry Density (pcf) 124.3 128.7 126.1 117.7 Maximum Dry Density (pcf) 128.8 Optimum Moisture Content (%) 9.0 PROCEDURE USED ® Procedure A Soil Passing No. 4 (4.75 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers : 5 (Five) Blows per layer : 25 (twenty-five) May be used if +#4 is 20% or less 135.0 1911XIA ❑ Procedure B Soil Passing 3/8 in. (9.5 mm) Sieve _ Mold : 4 in. (101.6 mm) diameter 45 Layers : 5 (Five) CL Blows per layer : 25 (twenty-five) Use if +#4 is >20% and +3/8 in. is 7125.0 20% or less N 0 ❑ Procedure C 0 Soil Passing 3/4 in. (19.0 mm) Sieve Mold : 6 in. (152.4 mm) diameter Layers : 5 (Five) Blows per layer : 56 (fifty-six) 120.0 Use if +3/8 in. is >20% and +3/4 in. is <30% Particle -Size Distribution: Atterbe 115.0 4- 0.0 SP. GR. = 2.65 SP. GR. = 2.70 SP. GR. = 2.75 5.0 10.0 15.0 Moisture Content (%) 01110 MX LBS, Bulk I @ 05 xls MODIFIED PROCTOR COMPACTION TEST Leighton ASTM D 1557 Project Name: Kimley-Horn MainPlace Tested By: S. Dansby Date: 12/17/18 Project No.: 12126.001 Input By: G. Bathala Date: 12/31/18 Boring No.: LB-3 Depth (ft.): 0-5 Sample No.: Bulk-1 Soil Identification: Dark brown silty sand with gravel (SM)q Note: Corrected dry density calculation assumes specific gravity of 2.70 and moisture content of 1.0% for oversize particles Preparation Method: X Compaction Method X Moist Dry Mechanical Ram Manual Ram Scalp Fraction (%) #3/4 #3/8 9.4 #4 Rammer Weight (lb.) = 10.0 Height of Drop (in.) = 18.0 Mold Volume (ft3) 0.03320 TEST NO. 1 2 3 4 5 6 Wt. Compacted Soil + Mold (g) 3821 3992 3986 Weight of Mold (g) 1830 1830 1830 Net Weight of Soil (g) 1991 2162 2156 Wet Weight of Soil + Cont. (g) 601.7 511.0 492.5 Dry Weight of Soil + Cont. (g) 577.9 479.3 452.2 Weight of Container (g) 39.6 38.4 39.2 Moisture Content (%) 4.42 7.19 9.76 Wet Density (pcf) 132.2 143.6 143.2 Dry Density (pcf) 126.6 133.9 130.4 Maximum Dry Density (pcf) 134.0 Optimum Moisture Content (0/6) 7.5 Corrected Dry Density (pcf) 136.5 Corrected Moisture Content (0/6) 7.0 ❑ Procedure A Soil Passing No. 4 (4.75 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers : 5 (Five) Blows per layer : 25 (twenty-five) May be used if +#4 is 20% or less ® Procedure B Soil Passing 3/8 in. (9.5 mm) Sieve Mold : 4 in. (101.6 mm) diameter Layers : 5 (Five) Blows per layer : 25 (twenty-five) Use if +#4 is >20% and +3/8 in. is 20% or less ❑ Procedure C Soil Passing 3/4 in. (19.0 mm) Sieve Mold : 6 in. (152.4 mm) diameter Layers : 5 (Five) Blows per layer : 56 (fifty-six) Use if +3/8 in. is >20% and +3/4 in. is <30% Particle -Size Distribution: erg Limits: 140.0 135.0 125.0 120.0 4- 0.0 SP. GR. = 2.65 SP. GR. = 2.70 SP. GR. = 2.75 5.0 10.0 15.0 20 Moisture Content (%) MX LB,3, BWk-1 @ 0-5 xis �- EXPANSION INDEX of SOILS �� Leighton ASTM D 4829 Project Name: Kimley-Horn MainPlace Tested By: G. Berdy Project No.: 12126.001 Checked By: G. Bathala Location: LB-6 Depth ft): 0-5 Sample No.: Bulk-1 Soil Identification: Dark brown silty sand (SM) Dry Wt. of Soil + Cont. (g) 1000.00 Wt. of Container No. (g) 0.00 Dry Wt. of Soil (g) 1000.00 Weight Soil Retained on #4 Sieve 0.00 Percent Passing # 4 100.00 Date: 12/26/18 Date: 12/31/18 MOLDED SPECIMEN Before Test After Test Specimen Diameter (in.) 4.01 4.01 Specimen Height (in.) 1.0000 1.0260 Wt. Comp. Soil + Mold (g) 617.30 455.15 Wt. of Mold (g) 190.20 0.00 Specific Gravity (Assumed) 2.70 2.70 Container No. O O Wet Wt. of Soil + Cont. (g) 862.50 645.35 Dry Wt. of Soil + Cont. (g) 804.50 588.63 Wt. of Container (g) 0.00 190.20 Moisture Content (%) 7.21 14.24 Wet Density (pcf) 128.8 133.8 Dry Density (pcf) 120.2 117.1 Void Ratio 0.403 0.439 Total Porosity 0.287 0.305 Pore Volume (cc) 59.4 64.8 Degree of Saturation (%) [ S meal] 48.3 87.5 SPECIMEN INUNDATION in distilled water for the period of 24 h or expansion rate < 0.0002 in./h Date Time Pressure (psi) Elapsed Time (min.) Dial Readings (in.) 12/26/18 9:10 1.0 0 0.1030 12/26/18 9:20 1.0 10 0.1020 Add Distilled Water to the Specimen 12/26/18 10:00 1.0 40 0.1235 12/27/18 6:30 1.0 1270 0.1290 12/27/18 7:31 1.0 1331 0.1290 Expansion Index (EI meas) = ((Final Rdg - Initial Rdg) / Initial Thick.) x 1000 27 � 0 Leighton Project Name: Project No.: Location: Sample No.: Soil Identification: EXPANSION INDEX of SOILS ASTM D 4829 Kimley-Horn MainPlace Tested By: G. Berdy Date: 12/26/18 12126.001 Checked By: G. Bathala Date: 12/31/18 LB-5 Depth (ft.): 0-5 Bulk-1 Dark brown silty clayey sand (SC-SM) Dry Wt. of Soil + Cont. (g) 1000.00 Wt. of Container No. (g) 0.00 Dry Wt. of Soil (g) 1000.00 Weight Soil Retained on #4 Sieve 0.00 Percent Passing # 4 100.00 MOLDED SPECIMEN Before Test After Test Specimen Diameter (in.) 4.01 4.01 Specimen Height (in.) 1.0000 1.0230 Wt. Comp. Soil + Mold (g) 617.70 451.30 Wt. of Mold (g) 191.70 0.00 Specific Gravity (Assumed) 2.70 2.70 Container No. O O Wet Wt. of Soil + Cont. (g) 850.00 643.00 Dry Wt. of Soil + Cont. (g) 789.20 587.27 Wt. of Container (g) 0.00 191.70 Moisture Content (%) 7.70 14.09 Wet Density (pcf) 128.5 133.1 Dry Density (pcf) 119.3 116.6 Void Ratio 0.413 0.445 Total Porosity 0.292 0.308 Pore Volume (cc) 60.5 65.2 Degree of Saturation (%) [ S meal] 50.4 85.4 SPECIMEN INUNDATION in distilled water for the period of 24 h or expansion rate < 0.0002 in./h Date Time Pressure (psi) Elapsed Time (min.) Dial Readings (in.) 12/26/18 9:58 1.0 0 0.2160 12/26/18 10:08 1.0 10 0.2155 Add Distilled Water to the Specimen 12/26/18 11:00 1.0 52 0.2250 12/27/18 6:29 1.0 1221 0.2390 12/27/18 7:33 1.0 1285 0.2390 Expansion Index (EI meas) = ((Final Rdg - Initial Rdg) / Initial Thick.) x 1000 24 SOIL RESISTIVITY TEST � I Leighton DOT CA TEST 643 Project Name: Kimley-Horn MainPlace Tested By : G. Berdy Date: 12/20/18 Project No.: 12126.001 Data Input By: G. Bathala Date: 12/31/18 Boring No.: LB-3 Depth (ft.) : 10.0 Sample No.: S-1 Soil Identification:* Olive (CL)s *California Test 643 requires soil specimens to consist only of portions of samples passing through the No. 8 US Standard Sieve before resistivity testing. Therefore, this test method may not be representative for coarser materials. Adjusted Specimen Water Moisture Resistance Soil Added (ml) Reading Resistivity No. (Wa) Content (ohm) (ohm -cm) 1 30 25.47 1850 1850 2 40 33.30 1750 1750 3 50 41.14 1850 1850 4 5 Moisture Content (%) (MCi) 1.97 Wet Wt. of Soil + Cont. 199.14 Dry Wt. of Soil + Cont. (g) 196.53 Wt. of Container (g) 63.81 Container No. Initial Soil Wt. (g) (Wt) 130.15 Box Constant 1.000 MC = 1+Mci/100 x Wa/Wt+1 -1 x100 Min. Resistivity (ohm -cm) Moisture Content M Sulfate Content (ppm) Chloride Content (ppm) Soil pH pH Temp. (°C) DOT CA Test 643 DOT CA Test 417 Part II DOT CA Test 422 DOT CA Test 643 1750 33.3 88 31 7.80 1 22.0 1860 1840 Y 1820 E 0 O 1760 1740 4-- 25.0 30.0 35.0 Moisture Content (%) 40.0 45.0 SOIL RESISTIVITY TEST / Leighton DOT CA TEST 643 Project Name: Kimley-Horn MainPlace Tested By : G. Berdy Date: 12/20/18 Project No.: 12126.001 Data Input By: G. Bathala Date: 12/31/18 Boring No.: LB-5 Depth (ft.) : 5.0 Sample No.: S-1 Soil Identification:* Olive (CL)s *California Test 643 requires soil specimens to consist only of portions of samples passing through the No. 8 US Standard Sieve before resistivity testing. Therefore, this test method may not be representative for coarser materials. Adjusted Water Resistance Soil Specimen Moisture Added (ml) Reading Resistivity No. (Wa) Content (ohm) (ohm -cm) 1 30 23.43 1000 1000 2 40 31.13 940 940 3 50 38.84 940 940 4 60 46.54 1020 1020 5 Moisture Content (%) (MCi) 0.33 Wet Wt. of Soil + Cont. 187.84 Dry Wt. of Soil + Cont. (g) 187.42 Wt. of Container (g) 60.25 Container No. Initial Soil Wt. (g) (Wt) 130.28 Box Constant 1.000 MC = 1+Mci/100 x Wa/Wt+1 -1 x100 Min. Resistivity (ohm -cm) Moisture Content M Sulfate Content (ppm) Chloride Content (ppm) Soil pH pH Temp. (°C) DOT CA Test 643 DOT CA Test 417 Part II DOT CA Test 422 DOT CA Test 643 931 35.4 145 60 7.40 22.1 1040 1020 E y 1000 E L O 940 920 4-- 20.0 25.0 30.0 35.0 40.0 45.0 50.0 Moisture Content (%) UJJ4z11]PTA 17 PRELIMINARY INFILTRATION TEST DATA rot/ / Leighton Project Number: Project Name: Earth Description: Liquid Description: Tested By: Time Interval Standard Start Time for Pre -Soak: Start Time for Standard: Standard Time Interval Between Readings, mins: Boring Infiltration Test Data Sheet 12126.001 Test Hole Number: LB-3 Kimley-Horn MainPlace Date Excavated: 10/29/2018 Alluvium Date Tested: 10/30/2018 Tap water JMP 10/29/2018 10:00 10/30/2018 7:20 10 Percolation Data Depth of boring (ft): 20 Radius of boring (in): 4 Radius of casing (in): 1 Length of slotted of casing (ft): 5 Depth to Initial Water Depth (ft): 15 Porosity of Annulus Material, n: 0.35 Bentonite Plug at Bottom: No Reading Time Time Interval, At (min.) Initial FinalLLInitial/Final Depth to Water (ft.) Total Water Drop, Ad (in.) Percolation Rate (min./in.) Infiltration Rate (in./hr.) 7:35 15.00 60.0 P51 25 18.2 1.37 0.65 8:00 16.52 41.8 8:02 15.00 60.0 PS2 25 18.8 1.33 0.67 8:27 16.57 41.2 1 8:30 10 15.00 60.0 121 0.83 1.02 8:40 16.01 47.9 8:54 15.00 60.0 2 10 12.0 0.83 1.00 9:04 16.00 48.0 9:05 15.00 60.0 3 10 12.0 0.83 1.00 9:15 16.00 48.0 4 9:23 10 15.00 60.0 11.9 0.84 0.99 9:33 15.99 48.1 9:35 15.00 60.0 5 10 11.8 0.85 0.98 9:45 15.98 48.2 9:46 15.00 60.0 6 10 11.8 0.85 0.98 9:56 15.98 48.2 Infiltration Rate (1) = Flow Volume/Flow Area/At Infiltration Rate, I (Last Reading) = 0.98 in./hr. Project Number: Project Name: Earth Description: Liquid Description: Tested By: Time Interval Standard Start Time for Pre -Soak: Start Time for Standard: Standard Time Interval Between Readings, mins: Boring Infiltration Test Data Sheet 12126.001 Test Hole Number: LB-6 Kimley-Horn MainPlace Date Excavated: 10/29/2018 Alluvium Date Tested: 10/30/2018 Tap water JMP 10/29/2018 8:00 10/30/2018 8:20 10 Percolation Data Depth of boring (ft): 16.5 Radius of boring (in): 4 Radius of casing (in): 1 Length of slotted of casing (ft): 5 Depth to Initial Water Depth (ft): 5.8 Porosity of Annulus Material, n: 0.35 Bentonite Plug at Bottom: No Reading Time Time Interval, At (min.) Initial FinalLLInitial/Final Depth to Water (ft.) Total Water Drop, Ad (in.) Percolation Rate (min./in.) Infiltration Rate (in./hr.) 8:24 10.00 78.0 P51 25 9.8 2.54 0.25 8:49 10.82 68.2 8:50 10.00 78.0 PS2 29 23.2 1.25 0.55 9:19 11.93 54.8 1 10:01 10 10.00 78.0 13.0 0.77 0.83 10:11 11.08 65.0 10:12 10.00 78.0 2 10 12.6 0.79 0.80 10:22 11.05 65.4 10:23 10.00 78.0 3 10 12.8 0.78 0.82 10:33 11.07 65.2 4 10:34 10 10.00 78.0 12.5 0.80 0.79 10:44 11.04 65.5 10:45 10.00 78.0 5 10 12.5 0.80 0.79 10:55 11.04 65.5 10:56 10.00 78.0 6 10 12.6 0.79 0.80 11:06 11.05 65.4 Infiltration Rate (1) = Flow Volume/Flow Area/At Infiltration Rate, I (Last Reading) = 0.80 in./hr. NJJ4z11] PTA � SEISMIC DATA rot/ / Leighton Unified Hazard Tool Page 1 of 6 Unified Hazard Tool Please do not use this tool to obtain ground motion parameter values for the design code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical. ^ Input Edition Dynamic: Conterminous U.S. 2008 (v3 Latitude Decimal degrees 33.775505 Longitude Decimal degrees, negative values for western longitudes -117.869651 Site Class 259 m/s (Site class D) Spectral Period Peak ground acceleration Time Horizon Return period in years 2475 https://earthquake.usgs.gov/hazardslnteractivel 10/25/2018 Unified Hazard Tool Page 2 of 6 ^ Hazard Curve Hazard Curvss Uniform Hazard Response Spectrum Please select "Edition", "Location" = compute a hazard curve. Compute Hazard Curve F 'e S Ground Motion (g) View Raw Data Spectral Period s) https://earthquake.usgs.gov/hazardslnteractivel 10/25/2018 Unified Hazard Tool Page 3 of 6 ^ Deaggregation Component Total 0 Y C1110'sPse401'r S cQ S 4p(104) 1S zS C'�`rB SS a5 y5 E _ (-- .. -2.5) E _ [-2.5 .. -2) ❑ E _ 1-1 .. -0.5) ❑ E _ 1-0.5 .. 0) ❑ E _ 10 .. 0.5) ❑ E _ 10.5 .. 1) E _ [1 .. 1.5) E _ [1.5.. 2) E _ [2.. 2.5) BS https:Hearthquake.usgs.gov/hazards/interactive/ 10/25/2018 Unified Hazard Tool Summary statistics for, Deaggregation: Total Page 4 of 6 Deaggregation targets Return period: 2475 yrs Exceedance rate: 0.0004040404 yr-' PGA ground motion: 0.57999863 g Recovered targets Return period: 3002.8999 yrs Exceedance rate: 0.00033301144 yr-' Totals Binned: 100 % Residual: 0 % Trace: 0.04 % Mean (for all sources) r: 16.79 km m: 6.56 £a: 1.68Q Mode (largest r-m bin) r: 12.57 km m: 6.9 £a: 1.45G Contribution: 12.07 % Mode (largest as bin) r: 9.99 km m: 6.89 £a: 1.22Q https:Hearthquake.usgs.gov/hazards/interactive/ 10/25/2018 Unified Hazard Tool Page 5 of 6 https:Hearthquake.usgs.gov/hazards/interactive/ 10/25/2018 Unified Hazard Tool Page 6 of 6 Deaggregation Contributors Source Set 4 Source Type r m Ep [on [at az % bFault.ch Fault 22.82 San Joaquin Hills 9.59 6.98 1.15 117.823°W 33.688°N 156.08 6.45 Puente Hills (Coyote Hills) 12.03 6.71 1.48 117.921°W 33.871°N 336.19 4.10 Puente Hills 17.56 7.06 1.61 117.867°W 33.927°N 0.74 1.67 Newport- Inglewood (Offshore) 20.93 6.90 2.03 117.915°W 33.591°N 191.46 1.30 Chino - sit 1 19.69 6.54 2.13 117.648°W 33.907°N 54.34 1.06 bFault.gr Fault 16.76 San Joaquin Hills 9.83 6.75 1.28 117.823°W 33.688°N 156.08 5.99 Puente Hills (Coyote Hills) 12.03 6.61 1.52 117.921°W 33.871°N 336.19 2.82 Puente Hills 19.10 6.81 1.86 117.867°W 33.927°N 0.74 1.10 CAmap.21.ch.in (opt) Grid 13.70 PointSourceFinite:-117.870, 33.807 6.21 5.73 1.20 117.870°W 33.807°N 0.00 4.73 PointSourceFinite:-117.870, 33.834 7.92 5.82 1.40 117.870°W 33.834°N 0.00 2.74 PointSourceFinite:-117.870, 33.852 9.18 5.90 1.53 117.870°W 33.852°N 0.00 1.52 PointSourceFinite:-117.870, 33.870 10.51 5.97 1.65 117.870°W 33.870°N 0.00 1.01 CAmap.24.ch.in (opt) Grid 13.66 PointSourceFinite:-117.870, 33.807 6.21 5.73 1.20 117.870°W 33.807°N 0.00 4.73 PointSourceFinite:-117.870, 33.834 7.92 5.82 1.40 117.870°W 33.834°N 0.00 2.74 PointSourceFinite:-117.870, 33.852 9.18 5.90 1.53 117.870°W 33.852°N 0.00 1.52 PointSourceFinite:-117.870, 33.870 10.51 5.97 1.65 117.870°W 33.870°N 0.00 1.01 a Fault_a Priori_D2.1 Fault 9.25 Elsinore: W 16.31 6.96 1.84 117.792°W 33.907°N 26.04 2.61 Elsinore: GI 26.51 6.83 2.16 117.590°W 33.829°N 76.98 1.92 Elsinore: Gl+T 26.51 7.26 2.01 117.590°W 33.829°N 76.98 1.43 a Fault_MoBal Fault 8.80 Elsinore: W 16.31 6.94 1.85 117.792°W 33.907°N 26.04 3.80 Elsinore: GI 26.51 6.79 2.17 117.590°W 33.829°N 76.98 1.12 CAmap.21.gr.in (opt) Grid 6.68 PointSourceFinite:-117.870, 33.807 6.21 5.73 1.20 117.870°W 33.807°N 0.00 2.36 PointSourceFinite:-117.870, 33.834 7.92 5.82 1.40 117.870°W 33.834°N 0.00 1.37 CAmap.24.gr.in (opt) Grid 6.54 PointSourceFinite:-117.870, 33.807 6.21 5.73 1.20 117.870°W 33.807°N 0.00 2.36 PointSourceFinite:-117.870, 33.834 7.92 5.82 1.40 117.870°W 33.834°N 0.00 1.37 a Fault_unseg Fault 1.76 Elsinore 18.02 7.49 1.63 117.792°W 33.907°N 26.04 1.64 https.flearthquake.usgs.gov/hazards/interactive/ 10/25/2018 Design Maps Detailed Report Page 1 of 6 USGS Design Maps Detailed Report ASCE 7-10 Standard (33.77551°N, 117.86965°W) Site Class D - "Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss) and 1.3 (to obtain Si). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 ' Ss = 1.478 g From Figure 22-2 « S, = 0.540 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site -specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class vs N or Na, su A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w >- 40%, and • Undrained shear strength s. < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s 1lb/ft2 = 0.0479 kN/m2 https:Hprod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 Design Maps Detailed Report Page 2 of 6 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCER) .................. Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period Ss <- 0.25 Ss = 0.50 Ss = 0.75 Ss = 1.00 Ss >- 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of Ss For Site Class = D and Ss = 1.478 g, Fa = 1.000 Table 11.4-2: Site Coefficient F, Site Class Mapped MCER Spectral Response Acceleration Parameter at 1-s Period S,<-0.10 S,=0.20 S,=0.30 S,=0.40 S,>-0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.540 g, F„ = 1.500 https://prod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 Design Maps Detailed Report Page 3 of 6 Equation (31.4 1): S� = Fso - 1 000 x 1.473 = 1.473 g Equation (31.42): S.,= AS, =1.500 x 0.590=0.310a Section 11.4.4 — Design Spectral Acceleration Parameters Equation (31.43): Sg=96S�=%x1.4]3=o.935a Equation (31.4-4): So,=96S.,=9Gx0810-o.540a Section 11.4.5 — Design Response Spectrum From Figure 99-19"' T, = 3 semnds Figure 114-1 Design ResponseSoper ur, T R,: Sr=Sy (OA40a T/Ta ) �_G955� To5T51p5:5.=Su Ta T,:S.=SgT,/T+ T,-0110 R-0549 �I �/ di Hpmd61-earthquake ornagspov/deslpnmaps/us/report php9@mpla@=minimal&latitude-33 ]]55658,1 10/25/2018 Design Maps Detailed Report Page 4 of 3 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCE,J Response Spectrum The ACE. Response spe¢mm Is determined by multiplying the design response ryectum above by ro-urm R-0549 GGIG � modHprod0l earthquake ornags gov/deslgnmapsNs/report php9@mpla@=minimal&IatlWtle-33]]55o58,1 10/25/2018 Design Maps Detailed Report Page 5 of 6 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 "1 PGA = 0.530 Equation (11.8-1): PGA, = F,S PGA = 1.000 x 0.530 = 0.53 g Site Class Table 11.8-1: Site Coefficient FPGA Mapped MCE Geometric Mean Peak Ground Acceleration, PGA PGA <- PGA = PGA = PGA = PGA >- 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.530 g, F,�a = 1.000 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17 r51 CRS = 1.036 From Figure 22-18[61 CR1 = 1.070 https://prod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 Design Maps Detailed Report Section 11.6 — Seismic Design Category Page 6 of 6 Table 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter VALUE OF SDs RISK CATEGORY I or II III IV SDs < 0.167g A A A 0.167g <_ SDs < 0.33g B B C 0.33g <_ SDs < 0.509 C C D 0.509 <_ SDs D D D For Risk Category = I and Sos = 0.985 g, Seismic Design Category = D Table 11.6-2 Seismic Design Cateqory Based on 1-S Period Response Acceleration Parameter VALUE OF SDI RISK CATEGORY I or II III IV SDI < 0.067g A A A 0.067g <_ SDI < 0.133g B B C 0.133g <_ SDI < 0.20g C C D 0.20g <_ SDI D D D For Risk Category = I and So, = 0.540 g, Seismic Design Category = D Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1.pdf 2. Figure 22-2: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 12. pdf 4. Figure 22-7: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 17. pdf 6. Figure 22-18: https:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 18. pdf https://prod01-earthquake. cr. usgs. gov/desig nma ps/us/re po rt. php?template=minimal&latitude=33.775505&I... 10/25/2018 0JJ4z117/:III� LIQUEFACTION AND SEISMICALLY -INDUCED SETTLEMENT ANALYSIS rot/ / Leighton LIQUEFACTION ANALYSIS 12126.001 Kimley-Horn Main Place HOMHo.=LB-1 Water Depth=3gh Surface EMv==1d9 Magngutl =l AcceMrauon=O. g m... ram ,�,.msarur orMr 10 : 5 A.e.errp„mm+raaea wrm — a so e Leighton BNssmiaRsjm. LBl Plate Ml LB-1.sum LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltechsoftware.com Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to , 11/19/2018 2:22 :12 PM Input File Name: P:\INFOCUS PROJECTSX12001-1250OX12126 Kimley-Horn Main Place\001/Analyses\Liquefaction Analysis\LiquefyPro\11-19-18\LB-l.liq Title: 12126.001 Kimley-Horn MainPlace Subtitle: LB-1 Surface Elev.-149 Hole No. -LB-1 Depth of Hole- 51.50 ft water Table during Earthquake- 30. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration- 0.54 g Earthquake Magnitude- 7.00 Input Data: Surface Elev.-149 Hole No. -LB-1 Depth of Hole=51.50 ft water Table during Earthquake- 30. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration-0.54 g Earthquake Magnitude-7.00 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Tokimatsu, M-correction 3. Fines Correction for Liquefaction: Idri ss/Seed 4. Fine Correction for Settlement: During Liquefaction* 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, Ce - 1.38 ]. Borehole Diameter, Cb= 1 S. Sampling Method, Cs- 1.2 9. User request factor of safety (apply to CSR) , User- 1 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gamma Fines ft pcf % 0.00 7.00 120.00 12.00 7.50 12.00 120. 00 12.00 10.00 8.00 120. 00 12.00 12.50 24.00 120. 00 12.00 15.00 18.00 120.00 5.00 17.50 11.00 120.00 5.00 20.00 17.00 120. 00 5.00 22.50 40.00 120.00 5.00 25.00 50.00 120.00 5.00 27.50 50.00 120. 00 5.00 Page Le-1. sum 30.00 11.00 120.00 5.00 32. 50 6.00 120.00 20. 00 35.00 41.00 120.00 15.00 37.50 56.00 120.00 15.00 40. 00 50. 00 120.00 5.00 42. 50 83. 00 120.00 5.00 45.00 50.00 120.00 5.00 47.50 61.00 120.00 5.00 50. 00 50. 00 120.00 5.00 Output Results: Settlement of Saturated Sands-0.82 in. Settlement of Unsaturated Sands-0.33 in. Total Settlement of Saturated and Unsaturated Sands-1.15 in. Differential Settlement=0.5]] to 0.762 in. Depth CRRm CSRfs F.S. S-sat. S_dry Sall ft in. in. in. 0.00 0.22 0.35 5.00 0.82 0.33 1.15 0.05 0.22 0.35 5.00 0.82 0.33 1.15 0.10 0.22 0.35 5.00 0.82 0.33 1.15 0.15 0.22 0.35 5.00 0.82 0.33 1.15 0.20 0.22 0.35 5.00 0.82 0.33 1.15 0.25 0.22 0.35 5.00 0.82 0.33 1.15 0.30 0.22 0.35 5.00 0.82 0.33 1.15 0.35 0.22 0.35 5.00 0.82 0.33 1.15 0.40 0.22 0.35 5.00 0.82 0.33 1.15 0.45 0.22 0.35 5.00 0.82 0.33 1.15 0.50 0.23 0.35 5.00 0.82 0.33 1.15 0.55 0.23 0.35 5.00 0.82 0.33 1.15 0.60 0.23 0.35 5.00 0.82 0.33 1.15 0.65 0.23 0.35 5.00 0.82 0.33 1.15 0.70 0.23 0.35 5.00 0.82 0.33 1.15 0.75 0.23 0.35 5.00 0.82 0.33 1.15 0.80 0.23 0.35 5.00 0.82 0.33 1.15 0.85 0.23 0.35 5.00 0.82 0.33 1.15 0.90 0.23 0.35 5.00 0.82 0.33 1.15 0.95 0.23 0.35 5.00 0.82 0.33 1.15 1.00 0.23 0.35 5.00 0.82 0.33 1.15 1.05 0.24 0.35 5.00 0.82 0.33 1.15 1.10 0.24 0.35 5.00 0.82 0.33 1.15 1.15 0.24 0.35 5.00 0.82 0.33 1.15 1.20 0.24 0.35 5.00 0.82 0.33 1.15 1.25 0.24 0.35 5.00 0.82 0.33 1.15 1.30 0.24 0.35 5.00 0.82 0.33 1.15 1.35 0.24 0.35 5.00 0.82 0.33 1.15 1.40 0.24 0.35 5.00 0.82 0.33 1.15 1.45 0.24 0.35 5.00 0.82 0.33 1.15 1.50 0.24 0.35 5.00 0.82 0.33 1.15 1.55 0.25 0.35 5.00 0.82 0.33 1.15 1.60 0.25 0.35 5.00 0.82 0.33 1.15 1.65 0.25 0.35 5.00 0.82 0.33 1.15 1.70 0.25 0.35 5.00 0.82 0.33 1.15 1.75 0.25 0.35 5.00 0.82 0.33 1.15 1.80 0.25 0.35 5.00 0.82 0.33 1.15 1.85 0.25 0.35 5.00 0.82 0.33 1.15 1.90 0.25 0.35 5.00 0.82 0.32 1.15 1.95 0.25 0.35 5.00 0.82 0.32 1.15 2.00 0.25 0.35 5.00 0.82 0.32 1.15 2.05 0.25 0.35 5.00 0.82 0.32 1.15 2.10 0.26 0.35 5.00 0.82 0.32 1.15 Page 2 Le-1.sum Le-1. sum 2.15 0.26 0.35 5.00 0. 82 0.32 1.15 5.30 0.33 0.35 5.00 0.82 0.30 1.13 2.20 0.26 0.35 5.00 0.82 0.32 1.15 5.35 0.33 0.35 5.00 0.82 0.30 1.13 2.25 0.26 0.35 5.00 0.82 0.32 1.15 5.40 0.33 0.35 5.00 0.82 0.30 1.13 2.30 0.26 0.35 5.00 0.82 0.32 1.15 5.45 0.33 0.35 5.00 0.82 0.30 1.13 2.35 0.26 0.35 5.00 0.82 0.32 1.15 5.50 0.33 0.35 5.00 0.82 0.30 1.13 2.40 0.26 0.35 5.00 0.82 0.32 1.14 5.55 0.33 0.35 5.00 0.82 0.30 1.13 2.45 0.26 0.35 5.00 0.82 0.32 1.14 5.60 0.34 0.35 5.00 0.82 0.30 1.13 2.50 0.26 0.35 5.00 0.82 0.32 1.14 5.65 0.34 0.35 5.00 0.82 0.30 1.13 2.55 0.26 0.35 5.00 0.82 0.32 1.14 5.70 0.34 0.35 5.00 0.82 0.30 1.13 2.60 0.27 0.35 5.00 0.82 0.32 1.14 5.75 0.34 0.35 5.00 0.82 0.30 1.13 2.65 0.27 0.35 5.00 0.82 0.32 1.14 5.80 0.34 0.35 5.00 0.82 0.30 1.12 2.70 0.27 0.35 5.00 0.82 0.32 1.14 5.85 0.34 0.35 5.00 0.82 0.30 1.12 2.75 0.27 0.35 5.00 0.82 0.32 1.14 5.90 0.34 0.35 5.00 0.82 0.30 1.12 2.80 0.27 0.35 5.00 0.82 0.32 1.14 5.95 0.34 0.35 5.00 0.82 0.30 1.12 2.85 0.27 0.35 5.00 0.82 0.32 1.14 6.00 0.34 0.35 5.00 0.82 0.30 1.12 2.90 0.27 0.35 5.00 0.82 0.32 1.14 6.05 0.34 0.35 5.00 0.82 0.30 1.12 2.95 0.27 0.35 5.00 0.82 0.32 1.14 6.10 0.34 0.35 5.00 0.82 0.30 1.12 3.00 0.27 0.35 5.00 0.82 0.32 1.14 6.15 0.34 0.35 5.00 0.82 0.30 1.12 3.05 0.28 0.35 5.00 0.82 0.32 1.14 6.20 0.34 0.35 5.00 0.82 0.30 1.12 3.10 0.28 0.35 5.00 0.82 0.32 1.14 6.25 0.34 0.35 5.00 0.82 0.30 1.12 3.15 0.28 0.35 5.00 0.82 0.32 1.14 6.30 0.34 0.35 5.00 0.82 0.30 1.12 3.20 0.28 0.35 5.00 0.82 0.32 1.14 6.35 0.33 0.35 5.00 0.82 0.30 1.12 3.25 0.28 0.35 5.00 0.82 0.32 1.14 6.40 0.33 0.35 5.00 0.82 0.30 1.12 3.30 0.28 0.35 5.00 0.82 0.32 1.14 6.45 0.33 0.35 5.00 0.82 0.30 1.12 3.35 0.28 0.35 5.00 0.82 0.32 1.14 6.50 0.33 0.35 5.00 0.82 0.30 1.12 3.40 0.28 0.35 5.00 0.82 0.32 1.14 6.55 0.33 0.35 5.00 0.82 0.30 1.12 3.45 0.28 0.35 5.00 0.82 0.32 1.14 6.60 0.33 0.35 5.00 0.82 0.30 1.12 3.50 0.28 0.35 5.00 0.82 0.32 1.14 6.65 0.33 0.35 5.00 0.82 0.30 1.12 3.55 0.29 0.35 5.00 0.82 0.32 1.14 6.70 0.33 0.35 5.00 0.82 0.30 1.12 3.60 0.29 0.35 5.00 0.82 0.32 1.14 6.75 0.33 0.35 5.00 0.82 0.30 1.12 3.65 0.29 0.35 5.00 0.82 0.31 1.14 6.80 0.33 0.35 5.00 0.82 0.30 1.12 3.70 0.29 0.35 5.00 0.82 0.31 1.14 6.85 0.33 0.35 5.00 0.82 0.30 1.12 3.75 0.29 0.35 5.00 0.82 0.31 1.14 6.90 0.33 0.35 5.00 0.82 0.29 1.12 3.80 0.29 0.35 5.00 0.82 0.31 1.14 6.95 0.33 0.35 5.00 0.82 0.29 1.12 3.85 0.29 0.35 5.00 0.82 0.31 1.14 7.00 0.33 0.35 5.00 0.82 0.29 1.12 3.90 0.29 0.35 5.00 0.82 0.31 1.14 7.05 0.33 0.35 5.00 0.82 0.29 1.12 3.95 0.29 0.35 5.00 0.82 0.31 1.14 7.10 0.33 0.35 5.00 0.82 0.29 1.12 4.00 0.30 0.35 5.00 0.82 0.31 1.14 7.15 0.33 0.35 5.00 0.82 0.29 1.12 4.05 0.30 0.35 5.00 0.82 0.31 1.14 7.20 0.33 0.35 5.00 0.82 0.29 1.12 4.10 0.30 0.35 5.00 0.82 0.31 1.13 7.25 0.33 0.35 5.00 0.82 0.29 1.11 4.15 0.30 0.35 5.00 0.82 0.31 1.13 7.30 0.33 0.35 5.00 0.82 0.29 1.11 4.20 0.30 0.35 5.00 0.82 0.31 1.13 7.35 0.33 0.34 5.00 0.82 0.29 1.11 4.25 0.30 0.35 5.00 0.82 0.31 1.13 7.40 0.33 0.34 5.00 0.82 0.29 1.11 4.30 0.30 0.35 5.00 0.82 0.31 1.13 7.45 0.33 0.34 5.00 0.82 0.29 1.11 4.35 0.30 0.35 5.00 0.82 0.31 1.13 7.50 0.33 0.34 5.00 0.82 0.29 1.11 4.40 0.30 0.35 5.00 0.82 0.31 1.13 7.55 0.32 0.34 5.00 0.82 0.29 1.11 4.45 0.31 0.35 5.00 0.82 0.31 1.13 7.60 0.32 0.34 5.00 0.82 0.29 1.11 4.50 0.31 0.35 5.00 0.82 0.31 1.13 7.65 0.32 0.34 5.00 0.82 0.29 1.11 4.55 0.31 0.35 5.00 0.82 0.31 1.13 7.70 0.31 0.34 5.00 0.82 0.29 1.11 4.60 0.31 0.35 5.00 0.82 0.31 1.13 7.75 0.31 0.34 5.00 0.82 0.29 1.11 4.65 0.31 0.35 5.00 0.82 0.31 1.13 7.80 0.30 0.34 5.00 0.82 0.29 1.11 4.70 0.31 0.35 5.00 0.82 0.31 1.13 7.85 0.30 0.34 5.00 0.82 0.29 1.11 4.75 0.31 0.35 5.00 0.82 0.31 1.13 7.90 0.30 0.34 5.00 0.82 0.29 1.11 4.80 0.31 0.35 5.00 0.82 0.31 1.13 7.95 0.29 0.34 5.00 0.82 0.29 1.11 4.85 0.32 0.35 5.00 0.82 0.31 1.13 8.00 0.29 0.34 5.00 0.82 0.29 1.11 4.90 0.32 0.35 5.00 0.82 0.31 1.13 8.05 0.29 0.34 5.00 0.82 0.29 1.11 4.95 0.32 0.35 5.00 0.82 0.31 1.13 8.10 0.28 0.34 5.00 0.82 0.28 1.11 5.00 0.32 0.35 5.00 0.82 0.31 1.13 8.15 0.28 0.34 5.00 0.82 0.28 1.11 5.05 0.32 0.35 5.00 0.82 0.31 1.13 8.20 0.28 0.34 5.00 0.82 0.28 1.11 5.10 0.32 0.35 5.00 0.82 0.31 1.13 8.25 0.32 0.34 5.00 0.82 0.28 1.11 5.15 0.32 0.35 5.00 0.82 0.31 1.13 8.30 0.31 0.34 5.00 0.82 0.28 1.10 5.20 0.32 0.35 5.00 0.82 0.31 1.13 8.35 0.31 0.34 5.00 0.82 0.28 1.10 5.25 0.33 0.35 5.00 0.82 0.31 1.13 8.40 0.30 0.34 5.00 0.82 0.28 1.10 Page 3 Page 4 Le-1.sum Le-1. sum 8.45 0.30 0.34 5.00 0. 82 0.28 1.10 11. 60 2.39 0.34 5.00 0.82 0.24 1 8.50 0.30 0.34 5.00 0.82 0.28 1.10 11.65 2.39 0.34 5.00 0.82 0.24 1 8.55 0.29 0.34 5.00 0.82 0.28 1.10 11.70 2.39 0.34 5.00 0.82 0.24 1 8.60 0.29 0.34 5.00 0.82 0.28 1.10 11.75 2.39 0.34 5.00 0.82 0.24 1 8.65 0.29 0.34 5.00 0.82 0.28 1.10 11.80 2.39 0.34 5.00 0.82 0.24 1 8.70 0.28 0.34 5.00 0.82 0.28 1.10 11.85 2.39 0.34 5.00 0.82 0.24 1 8.75 0.28 0.34 5.00 0.82 0.28 1.10 11.90 2.39 0.34 5.00 0.82 0.24 1 8.80 0.28 0.34 5.00 0.82 0.28 1.10 11.95 2.39 0.34 5.00 0.82 0.24 1 8.85 0.27 0.34 5.00 0.82 0.28 1.10 12.00 2.39 0.34 5.00 0.82 0.24 1 8.90 0.27 0.34 5.00 0.82 0.27 1.10 12.05 2.39 0.34 5.00 0.82 0.24 1 8.95 0.27 0.34 5.00 0.82 0.27 1.10 12.10 2.39 0.34 5.00 0.82 0.24 1 9.00 0.27 0.34 5.00 0.82 0.27 1.10 12.15 2.39 0.34 5.00 0.82 0.24 1 9.05 0.26 0.34 5.00 0.82 0.27 1.10 12.20 2.39 0.34 5.00 0.82 0.24 1 9.10 0.26 0.34 5.00 0.82 0.27 1.09 12. 25 2.39 0.34 5.00 0.82 0.24 1 9.15 0.26 0.34 5.00 0.82 0.27 1.09 12. 30 2.39 0.34 5.00 0.82 0.24 1 9.20 0.25 0.34 5.00 0.82 0.27 1.09 12. 35 2.39 0.34 5.00 0.82 0.24 1 9.25 0.25 0.34 5.00 0.82 0.27 1.09 12. 40 2.39 0.34 5.00 0.82 0.24 1 9.30 0.25 0.34 5.00 0.82 0.27 1.09 12. 45 2.39 0.34 5.00 0.82 0.24 1 9.35 0.25 0.34 5.00 0.82 0.27 1.09 12. 50 2.39 0.34 5.00 0.82 0.24 1 9.40 0.24 0.34 5.00 0.82 0.27 1.09 12. 55 2.39 0.34 5.00 0.82 0.24 1 9.45 0.24 0.34 5.00 0.82 0.27 1.09 12. 60 2.39 0.34 5.00 0.82 0.24 1 9.50 0.24 0.34 5.00 0.82 0.27 1.09 12.65 2.39 0.34 5.00 0.82 0.24 1 9.55 0.24 0.34 5.00 0.82 0.27 1.09 12.70 2.39 0.34 5.00 0.82 0.23 1 9.60 0.23 0.34 5.00 0.82 0.26 1.09 12.75 2.39 0.34 5.00 0.82 0.23 1 9.65 0.23 0.34 5.00 0.82 0.26 1.09 12.80 2.39 0.34 5.00 0.82 0.23 1 9.70 0.23 0.34 5.00 0.82 0.26 1.09 12.85 2.39 0.34 5.00 0.82 0.23 1 9.75 0.23 0.34 5.00 0.82 0.26 1.08 12.90 2.39 0.34 5.00 0.82 0.23 1 9.80 0.22 0.34 5.00 0.82 0.26 1.08 12. 95 2.39 0.34 5.00 0.82 0.23 1 9.85 0.22 0.34 5.00 0.82 0.26 1.08 13. 00 2.39 0.34 5.00 0.82 0.23 1 9.90 0.22 0.34 5.00 0.82 0.26 1.08 13. 05 2.39 0.34 5.00 0.82 0.23 1 9.95 0.22 0.34 5.00 0.82 0.26 1.08 13. 10 2.39 0.34 5.00 0.82 0.23 1 10.00 0.21 0.34 5.00 0.82 0.26 1.08 13.15 2.39 0.34 5.00 0.82 0.23 1 10.05 0.22 0.34 5.00 0.82 0.26 1.08 13. 20 2.39 0.34 5.00 0.82 0.23 1 10.10 0.23 0.34 5.00 0.82 0.25 1.08 13.25 2.39 0.34 5.00 0.82 0.23 1 10.15 0.23 0.34 5.00 0.82 0.25 1.08 13.30 2.39 0.34 5.00 0.82 0.23 1 10.20 0.24 0.34 5.00 0.82 0.25 1.08 13.35 2.39 0.34 5.00 0.82 0.23 1 10.25 0.25 0.34 5.00 0.82 0.25 1.07 13. 40 2.39 0.34 5.00 0.82 0.23 1 10. 30 0.26 0.34 5.00 0.82 0.25 1.07 13. 45 2.39 0.34 5.00 0.82 0.23 1 10. 35 0.26 0.34 5.00 0.82 0.25 1.07 13. 50 2.39 0.34 5.00 0.82 0.23 1 10.40 0.27 0.34 5.00 0.82 0.25 1.07 13. 55 2.39 0.34 5.00 0.82 0.23 1 10.45 0.28 0.34 5.00 0.82 0.25 1.07 13. 60 2.39 0.34 5.00 0.82 0.23 1 10.50 0.29 0.34 5.00 0.82 0.25 1.07 13.65 2.39 0.34 5.00 0.82 0.23 1 10.55 0.30 0.34 5.00 0.82 0.25 1.07 13.70 2.39 0.34 5.00 0.82 0.23 1 10.60 0.30 0.34 5.00 0.82 0.25 1.07 13.75 2.39 0.34 5.00 0.82 0.23 1 10.65 0.31 0.34 5.00 0.82 0.25 1.07 13.80 2.39 0.34 5.00 0.82 0.23 1 10.70 0.32 0.34 5.00 0.82 0.25 1.07 13. 85 2.39 0.34 5.00 0.82 0.23 1 10.75 0.33 0.34 5.00 0.82 0.25 1.07 13.90 2.39 0.34 5.00 0.82 0.23 1 10.80 0.34 0.34 5.00 0.82 0.25 1.07 13.95 2.39 0.34 5.00 0.82 0.23 1 10.85 0.35 0.34 5.00 0.82 0.24 1.07 14. 00 2.39 0.34 5.00 0.82 0.23 1 10.90 0.36 0.34 5.00 0.82 0.24 1.07 14. 05 2.39 0.34 5.00 0.82 0.23 1 10.95 0.38 0.34 5.00 0.82 0.24 1.07 14.10 2.39 0.34 5.00 0.82 0.23 1 11.00 0.39 0.34 5.00 0.82 0.24 1.07 14.15 2.39 0.34 5.00 0.82 0.23 1 11.05 0.40 0.34 5.00 0.82 0.24 1.07 14.20 2.39 0.34 5.00 0.82 0.23 1 11.10 0.42 0.34 5.00 0.82 0.24 1.07 14. 25 2.39 0.34 5.00 0.82 0.23 1 11.15 0.44 0.34 5.00 0.82 0.24 1.06 14.30 2.39 0.34 5.00 0.82 0.23 1 11.20 0.47 0.34 5.00 0.82 0.24 1.06 14.35 0.55 0.34 5.00 0.82 0.23 1 11.25 0.51 0.34 5.00 0.82 0.24 1.06 14. 40 0.50 0.34 5.00 0.82 0.22 1 11.30 2.39 0.34 5.00 0.82 0.24 1.06 14. 45 0.48 0.34 5.00 0.82 0.22 1 11. 35 2.39 0.34 5.00 0.82 0.24 1.06 14. 50 0.46 0.34 5.00 0.82 0.22 1 11.40 2.39 0.34 5.00 0.82 0.24 1.06 14. 55 0.44 0.34 5.00 0.82 0.22 1 11. 45 2.39 0.34 5.00 0.82 0.24 1.06 14. 60 0.43 0.34 5.00 0.82 0.22 1 11.50 2.39 0.34 5.00 0.82 0.24 1.06 14. 65 0.42 0.34 5.00 0.82 0.22 1 11.55 2.39 0.34 5.00 0.82 0.24 1.06 14. 70 0.42 0.34 5.00 0.82 0.22 1 Page 5 Page 6 Le-1.sum Le-1. sum 14.75 0.41 0.34 5.00 0. 82 0.22 1.04 17.90 0.23 0.34 5.00 0.82 0.14 0.96 14.80 2.39 0.34 5.00 0.82 0.22 1.04 17. 95 0.24 0.34 5.00 0.82 0.14 0.96 14.85 2.39 0.34 5.00 0.82 0.22 1.04 18.00 0.24 0.34 5.00 0.82 0.13 0.96 14.90 2.39 0.34 5.00 0.82 0.22 1.04 18.05 0.24 0.34 5.00 0.82 0.13 0.95 14.95 2.39 0.34 5.00 0.82 0.22 1.04 18.10 0.24 0.34 5.00 0.82 0.13 0.95 15.00 0.52 0.34 5.00 0.82 0.22 1.04 18. 15 0.24 0.34 5.00 0.82 0.13 0.95 15. 05 0.48 0.34 5.00 0.82 0.22 1.04 18. 20 0.25 0.34 5.00 0.82 0.12 0.95 15.10 0.46 0.34 5.00 0.82 0.22 1.04 18.25 0.25 0.34 5.00 0.82 0.12 0.94 15.15 0.45 0.34 5.00 0.82 0.22 1.04 18.30 0.25 0.34 5.00 0.82 0.12 0.94 15.20 0.44 0.34 5.00 0.82 0.22 1.04 18. 35 0.25 0.34 5.00 0.82 0.12 0.94 15.25 0.42 0.34 5.00 0.82 0.22 1.04 18.40 0.25 0.34 5.00 0.82 0.12 0.94 15.30 0.41 0.34 5.00 0.82 0.22 1.04 18.45 0.26 0.34 5.00 0.82 0.11 0.94 15. 35 0.41 0.34 5.00 0.82 0.22 1.04 18. 50 0.26 0.34 5.00 0.82 0.11 0.93 15.40 0.40 0.34 5.00 0.82 0.21 1.04 18. 55 0.26 0.34 5.00 0.82 0.11 0.93 15.45 0.39 0.34 5.00 0.82 0.21 1.04 18.60 0.26 0.34 5.00 0.82 0.11 0.93 15.50 0.38 0.34 5.00 0.82 0.21 1.04 18. 65 0.26 0.34 5.00 0.82 0.11 0.93 15.55 0.38 0.34 5.00 0.82 0.21 1.04 18. 70 0.27 0.34 5.00 0.82 0.10 0.93 15.60 0.37 0.34 5.00 0.82 0.21 1.03 18. 75 0.27 0.34 5.00 0.82 0.10 0.93 15.65 0.36 0.34 5.00 0.82 0.21 1.03 18.80 0.27 0.34 5.00 0.82 0.10 0.92 15.70 0.36 0.34 5.00 0.82 0.21 1.03 18.85 0.27 0.34 5.00 0.82 0.10 0.92 15.75 0.35 0.34 5.00 0.82 0.21 1.03 18.90 0.27 0.34 5.00 0.82 0.10 0.92 15.80 0.35 0.34 5.00 0.82 0.21 1.03 18.95 0.28 0.34 5.00 0.82 0.10 0.92 15.85 0.34 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sum 21. 05 2.39 0.33 5.00 0. 82 0.06 0.89 24. 20 2.39 0.33 5.00 0.82 0.05 0.88 21.10 2.39 0.33 5.00 0.82 0.06 0.89 24. 25 2.39 0.33 5.00 0.82 0.05 0.88 21.15 2.39 0.33 5.00 0.82 0.06 0.89 24. 30 2.39 0.33 5.00 0.82 0.05 0.88 21.20 2.39 0.33 5.00 0.82 0.06 0.89 24. 35 2.39 0.33 5.00 0.82 0.05 0.87 21.25 2.39 0.33 5.00 0.82 0.06 0.89 24. 40 2.39 0.33 5.00 0.82 0.05 0.87 21.30 2.39 0.33 5.00 0.82 0.06 0.89 24. 45 2.39 0.33 5.00 0.82 0.05 0.87 21. 35 2.39 0.33 5.00 0.82 0.06 0.89 24. 50 2.39 0.33 5.00 0.82 0.05 0.87 21.40 2.39 0.33 5.00 0.82 0.06 0.89 24. 55 2.39 0.33 5.00 0.82 0.05 0.87 21. 45 2.39 0.33 5.00 0.82 0.06 0.89 24. 60 2.39 0.33 5.00 0.82 0.05 0.87 21.50 2.39 0.33 5.00 0.82 0.06 0.89 24. 65 2.39 0.33 5.00 0.82 0.05 0.87 21.55 2.39 0.33 5.00 0.82 0.06 0.89 24. 70 2.39 0.33 5.00 0.82 0.05 0.87 21.60 2.39 0.33 5.00 0.82 0.06 0.89 24. 75 2.39 0.33 5.00 0.82 0.05 0.87 21.65 2.39 0.33 5.00 0.82 0.06 0.88 24. 80 2.39 0.33 5.00 0.82 0.05 0.87 21.70 2.39 0.33 5.00 0.82 0.06 0.88 24. 85 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R 0.00 0. R 33.60 0.48 0.33 1.45 0.00 0.00 0.00 Page 11 Page 12 Le-1.sum Le-1sum 33.65 2.29 0.33 5.00 0.00 0.00 0.00 36. 80 2.25 0.34 5.00 0.60 0.00 0.00 33.70 2.29 0.33 5.00 0.00 0.00 0.00 36. 85 2.25 0.34 5.00 0.00 0.00 0.00 33.75 2.29 0.33 5.00 0.00 0.00 0.00 36. 90 2.24 0.34 5.00 0.00 0.00 0.00 33.80 2.29 0.33 5.00 0.00 0.00 0.00 36. 95 2.24 0.34 5.00 0.00 0.00 0.00 33.85 2.28 0.33 5.00 0.00 0.00 0.00 37. 00 2.24 0.34 5.00 0.00 0.00 0.00 33.90 2.28 0.34 5.00 0.00 0.00 0.00 37. 05 2.24 0.34 5.00 0.00 0.00 0.00 33.95 2.28 0.34 5.00 0.00 0.00 0.00 37. 10 2.24 0.34 5.00 0.00 0.00 0.00 34.00 2.28 0.34 5.00 0.00 0.00 0.00 37. 15 2.24 0.34 5.00 0.00 0.00 0.00 34. 05 2.28 0.34 5.00 0.00 0.00 0.00 37. 20 2.24 0.34 5.00 0.00 0.00 0.00 34.10 2.28 0.34 5.00 0.00 0.00 0.00 37. 25 2.24 0.34 5.00 0.00 0.00 0.00 34.15 2.28 0.34 5.00 0.00 0.00 0.00 37. 30 2.24 0.34 5.00 0.00 0.00 0.00 34.20 2.28 0.34 5.00 0.00 0.00 0.00 37. 35 2.24 0.34 5.00 0.00 0.00 0.00 34.25 2.28 0.34 5.00 0.00 0.00 0.00 37. 40 2.24 0.34 5.00 0.00 0.00 0.00 34. 30 2.28 0.34 5.00 0.00 0.00 0.00 37. 45 2.24 0.34 5.00 0.00 0.00 0.00 34. 35 2.28 0.34 5.00 0.00 0.00 0.00 37. 50 2.24 0.34 5.00 0.00 0.00 0.00 34.40 2.28 0.34 5.00 0.00 0.00 0.00 37. 55 2.24 0.34 5.00 0.00 0.00 0.00 34. 45 2.28 0.34 5.00 0.00 0.00 0.00 37. 60 2.24 0.34 5.00 0.00 0.00 0.00 34.50 2.28 0.34 5.00 0.00 0.00 0.00 37. 65 2.24 0.34 5.00 0.00 0.00 0.00 34.55 2.28 0.34 5.00 0.00 0.00 0.00 37. 70 2.23 0.34 5.00 0.00 0.00 0.00 34.60 2.27 0.34 5.00 0.00 0.00 0.00 37. 75 2.23 0.34 5.00 0.00 0.00 0.00 34.65 2.27 0.34 5.00 0.00 0.00 0.00 37. 80 2.23 0.34 5.00 0.00 0.00 0.00 34.70 2.27 0.34 5.00 0.00 0.00 0.00 37. 85 2.23 0.34 5.00 0.00 0.00 0.00 34.75 2.27 0.34 5.00 0.00 0.00 0.00 37. 90 2.23 0.34 5.00 0.00 0.00 0.00 34.80 2.27 0.34 5.00 0.00 0.00 0.00 37. 95 2.23 0.34 5.00 0.00 0.00 0.00 34.85 2.27 0.34 5.00 0.00 0.00 0.00 38. 00 2.23 0.34 5.00 0.00 0.00 0.00 34.90 2.27 0.34 5.00 0.00 0.00 0.00 38. 05 2.23 0.34 5.00 0.00 0.00 0.00 34.95 2.27 0.34 5.00 0.00 0.00 0.00 38. 10 2.23 0.34 5.00 0.00 0.00 0.00 35.00 2.27 0.34 5.00 0.00 0.00 0.00 38. 15 2.23 0.34 5.00 0.00 0.00 0.00 35. 05 2.27 0.34 5.00 0.00 0.00 0.00 38. 20 2.23 0.34 5.00 0.00 0.00 0.00 35.10 2.27 0.34 5.00 0.00 0.00 0.00 38. 25 2.23 0.34 5.00 0.00 0.00 0.00 35.15 2.27 0.34 5.00 0.00 0.00 0.00 38. 30 2.23 0.34 5.00 0.00 0.00 0.00 35.20 2.27 0.34 5.00 0.00 0.00 0.00 38. 35 2.23 0.34 5.00 0.00 0.00 0.00 35.25 2.27 0.34 5.00 0.00 0.00 0.00 38. 40 2.23 0.34 5.00 0.00 0.00 0.00 35.30 2.27 0.34 5.00 0.00 0.00 0.00 38. 45 2.23 0.34 5.00 0.00 0.00 0.00 35. 35 2.26 0.34 5.00 0.00 0.00 0.00 38. 50 2.22 0.34 5.00 0.00 0.00 0.00 35.40 2.26 0.34 5.00 0.00 0.00 0.00 38. 55 2.22 0.34 5.00 0.00 0.00 0.00 35. 45 2.26 0.34 5.00 0.00 0.00 0.00 38. 60 2.22 0.34 5.00 0.00 0.00 0.00 35.50 2.26 0.34 5.00 0.00 0.00 0.00 38. 65 2.22 0.34 5.00 0.00 0.00 0.00 35.55 2.26 0.34 5.00 0.00 0.00 0.00 38. 70 2.22 0.34 5.00 0.00 0.00 0.00 35.60 2.26 0.34 5.00 0.00 0.00 0.00 38. 75 2.22 0.34 5.00 0.00 0.00 0.00 35.65 2.26 0.34 5.00 0.00 0.00 0.00 38. 80 2.22 0.34 5.00 0.00 0.00 0.00 35.70 2.26 0.34 5.00 0.00 0.00 0.00 38. 85 2.22 0.34 5.00 0.00 0.00 0.00 35.75 2.26 0.34 5.00 0.00 0.00 0.00 38. 90 2.22 0.34 5.00 0.00 0.00 0.00 35.80 2.26 0.34 5.00 0.00 0.00 0.00 38. 95 2.22 0.34 5.00 0.00 0.00 0.00 35.85 2.26 0.34 5.00 0.00 0.00 0.00 39. 00 2.22 0.34 5.00 0.00 0.00 0.00 35.90 2.26 0.34 5.00 0.00 0.00 0.00 39. 05 2.22 0.34 5.00 0.00 0.00 0.00 35.95 2.26 0.34 5.00 0.00 0.00 0.00 39. 10 2.22 0.34 5.00 0.00 0.00 0.00 36.00 2.26 0.34 5.00 0.00 0.00 0.00 39. 15 2.22 0.34 5.00 0.00 0.00 0.00 36. 05 2.26 0.34 5.00 0.00 0.00 0.00 39. 20 2.22 0.34 5.00 0.00 0.00 0.00 36.10 2.26 0.34 5.00 0.00 0.00 0.00 39. 25 2.22 0.34 5.00 0.00 0.00 0.00 36.15 2.25 0.34 5.00 0.00 0.00 0.00 39. 30 2.21 0.34 5.00 0.00 0.00 0.00 36.20 2.25 0.34 5.00 0.00 0.00 0.00 39. 35 2.21 0.34 5.00 0.00 0.00 0.00 36.25 2.25 0.34 5.00 0.00 0.00 0.00 39. 40 2.21 0.34 5.00 0.00 0.00 0.00 36.30 2.25 0.34 5.00 0.00 0.00 0.00 39. 45 2.21 0.34 5.00 0.00 0.00 0.00 36. 35 2.25 0.34 5.00 0.00 0.00 0.00 39. 50 2.21 0.34 5.00 0.00 0.00 0.00 36.40 2.25 0.34 5.00 0.00 0.00 0.00 39. 55 2.21 0.34 5.00 0.00 0.00 0.00 36. 45 2.25 0.34 5.00 0.00 0.00 0.00 39. 60 2.21 0.34 5.00 0.00 0.00 0.00 36.50 2.25 0.34 5.00 0.00 0.00 0.00 39. 65 2.21 0.34 5.00 0.00 0.00 0.00 36.55 2.25 0.34 5.00 0.00 0.00 0.00 39. 70 2.21 0.34 5.00 0.00 0.00 0.00 36.60 2.25 0.34 5.00 0.00 0.00 0.00 39. 75 2.21 0.34 5.00 0.00 0.00 0.00 36.65 2.25 0.34 5.00 0.00 0.00 0.00 39. 80 2.21 0.34 5.00 0.00 0.00 0.00 36.70 2.25 0.34 5.00 0.00 0.00 0.00 39. 85 2.21 0.34 5.00 0.00 0.00 0.00 36.75 2.25 0.34 5.00 0.00 0.00 0.00 39. 90 2.21 0.34 5.00 0.00 0.00 0.00 Page 13 Page 14 Le-1.sum Le-1sum 39.95 2.21 0.34 5.00 0.00 0.00 0.00 43. 10 2.17 0.34 5.00 0.60 0.00 0.00 40.00 2.21 0.34 5.00 0.00 0.00 0.00 43. 15 2.17 0.34 5.00 0.00 0.00 0.00 40.05 2.21 0.34 5.00 0.00 0.00 0.00 43. 20 2.17 0.34 5.00 0.00 0.00 0.00 40.10 2.21 0.34 5.00 0.00 0.00 0.00 43. 25 2.17 0.34 5.00 0.00 0.00 0.00 40.15 2.20 0.34 5.00 0.00 0.00 0.00 43. 30 2.17 0.34 5.00 0.00 0.00 0.00 40.20 2.20 0.34 5.00 0.00 0.00 0.00 43. 35 2.17 0.34 5.00 0.00 0.00 0.00 40.25 2.20 0.34 5.00 0.00 0.00 0.00 43. 40 2.17 0.34 5.00 0.00 0.00 0.00 40.30 2.20 0.34 5.00 0.00 0.00 0.00 43.45 2.17 0.34 5.00 0.00 0.00 0.00 40. 35 2.20 0.34 5.00 0.00 0.00 0.00 43. 50 2.16 0.34 5.00 0.00 0.00 0.00 40.40 2.20 0.34 5.00 0.00 0.00 0.00 43. 55 2.16 0.34 5.00 0.00 0.00 0.00 40.45 2.20 0.34 5.00 0.00 0.00 0.00 43. 60 2.16 0.34 5.00 0.00 0.00 0.00 40.50 2.20 0.34 5.00 0.00 0.00 0.00 43. 65 2.16 0.34 5.00 0.00 0.00 0.00 40.55 2.20 0.34 5.00 0.00 0.00 0.00 43. 70 2.16 0.34 5.00 0.00 0.00 0.00 40.60 2.20 0.34 5.00 0.00 0.00 0.00 43. 75 2.16 0.34 5.00 0.00 0.00 0.00 40.65 2.20 0.34 5.00 0.00 0.00 0.00 43. 80 2.16 0.34 5.00 0.00 0.00 0.00 40.70 2.20 0.34 5.00 0.00 0.00 0.00 43. 85 2.16 0.34 5.00 0.00 0.00 0.00 40.75 2.20 0.34 5.00 0.00 0.00 0.00 43. 90 2.16 0.34 5.00 0.00 0.00 0.00 40.80 2.20 0.34 5.00 0.00 0.00 0.00 43. 95 2.16 0.34 5.00 0.00 0.00 0.00 40.85 2.20 0.34 5.00 0.00 0.00 0.00 44. 00 2.16 0.34 5.00 0.00 0.00 0.00 40.90 2.20 0.34 5.00 0.00 0.00 0.00 44. 05 2.16 0.34 5.00 0.00 0.00 0.00 40.95 2.19 0.34 5.00 0.00 0.00 0.00 44. 10 2.16 0.34 5.00 0.00 0.00 0.00 41.00 2.19 0.34 5.00 0.00 0.00 0.00 44. 15 2.16 0.34 5.00 0.00 0.00 0.00 41.05 2.19 0.34 5.00 0.00 0.00 0.00 44. 20 2.16 0.34 5.00 0.00 0.00 0.00 41.10 2.19 0.34 5.00 0.00 0.00 0.00 44. 25 2.16 0.34 5.00 0.00 0.00 0.00 41.15 2.19 0.34 5.00 0.00 0.00 0.00 44. 30 2.16 0.34 5.00 0.00 0.00 0.00 41.20 2.19 0.34 5.00 0.00 0.00 0.00 44. 35 2.15 0.34 5.00 0.00 0.00 0.00 41.25 2.19 0.34 5.00 0.00 0.00 0.00 44. 40 2.15 0.34 5.00 0.00 0.00 0.00 41.30 2.19 0.34 5.00 0.00 0.00 0.00 44.45 2.15 0.34 5.00 0.00 0.00 0.00 41. 35 2.19 0.34 5.00 0.00 0.00 0.00 44. 50 2.15 0.34 5.00 0.00 0.00 0.00 41.40 2.19 0.34 5.00 0.00 0.00 0.00 44. 55 2.15 0.34 5.00 0.00 0.00 0.00 41.45 2.19 0.34 5.00 0.00 0.00 0.00 44. 60 2.15 0.34 5.00 0.00 0.00 0.00 41.50 2.19 0.34 5.00 0.00 0.00 0.00 44. 65 2.15 0.34 5.00 0.00 0.00 0.00 41.55 2.19 0.34 5.00 0.00 0.00 0.00 44. 70 2.15 0.34 5.00 0.00 0.00 0.00 41.60 2.19 0.34 5.00 0.00 0.00 0.00 44. 75 2.15 0.34 5.00 0.00 0.00 0.00 41.65 2.19 0.34 5.00 0.00 0.00 0.00 44. 80 2.15 0.34 5.00 0.00 0.00 0.00 41.70 2.19 0.34 5.00 0.00 0.00 0.00 44. 85 2.15 0.34 5.00 0.00 0.00 0.00 41.75 2.19 0.34 5.00 0.00 0.00 0.00 44. 90 2.15 0.34 5.00 0.00 0.00 0.00 41.80 2.18 0.34 5.00 0.00 0.00 0.00 44. 95 2.15 0.34 5.00 0.00 0.00 0.00 41.85 2.18 0.34 5.00 0.00 0.00 0.00 45. 00 2.15 0.34 5.00 0.00 0.00 0.00 41.90 2.18 0.34 5.00 0.00 0.00 0.00 45. 05 2.15 0.34 5.00 0.00 0.00 0.00 41.95 2.18 0.34 5.00 0.00 0.00 0.00 45. 10 2.15 0.34 5.00 0.00 0.00 0.00 42.00 2.18 0.34 5.00 0.00 0.00 0.00 45. 15 2.15 0.34 5.00 0.00 0.00 0.00 42.05 2.18 0.34 5.00 0.00 0.00 0.00 45. 20 2.15 0.34 5.00 0.00 0.00 0.00 42.10 2.18 0.34 5.00 0.00 0.00 0.00 45. 25 2.14 0.34 5.00 0.00 0.00 0.00 42.15 2.18 0.34 5.00 0.00 0.00 0.00 45. 30 2.14 0.34 5.00 0.00 0.00 0.00 42.20 2.18 0.34 5.00 0.00 0.00 0.00 45. 35 2.14 0.34 5.00 0.00 0.00 0.00 42.25 2.18 0.34 5.00 0.00 0.00 0.00 45. 40 2.14 0.34 5.00 0.00 0.00 0.00 42.30 2.18 0.34 5.00 0.00 0.00 0.00 45. 45 2.14 0.34 5.00 0.00 0.00 0.00 42. 35 2.18 0.34 5.00 0.00 0.00 0.00 45. 50 2.14 0.34 5.00 0.00 0.00 0.00 42.40 2.18 0.34 5.00 0.00 0.00 0.00 45. 55 2.14 0.34 5.00 0.00 0.00 0.00 42.45 2.18 0.34 5.00 0.00 0.00 0.00 45. 60 2.14 0.34 5.00 0.00 0.00 0.00 42.50 2.18 0.34 5.00 0.00 0.00 0.00 45. 65 2.14 0.34 5.00 0.00 0.00 0.00 42.55 2.18 0.34 5.00 0.00 0.00 0.00 45. 70 2.14 0.34 5.00 0.00 0.00 0.00 42.60 2.18 0.34 5.00 0.00 0.00 0.00 45. 75 2.14 0.34 5.00 0.00 0.00 0.00 42.65 2.17 0.34 5.00 0.00 0.00 0.00 45. 80 2.14 0.34 5.00 0.00 0.00 0.00 42.70 2.17 0.34 5.00 0.00 0.00 0.00 45. 85 2.14 0.34 5.00 0.00 0.00 0.00 42.75 2.17 0.34 5.00 0.00 0.00 0.00 45. 90 2.14 0.34 5.00 0.00 0.00 0.00 42.80 2.17 0.34 5.00 0.00 0.00 0.00 45. 95 2.14 0.34 5.00 0.00 0.00 0.00 42.85 2.17 0.34 5.00 0.00 0.00 0.00 46. 00 2.14 0.34 5.00 0.00 0.00 0.00 42.90 2.17 0.34 5.00 0.00 0.00 0.00 46. 05 2.14 0.34 5.00 0.00 0.00 0.00 42.95 2.17 0.34 5.00 0.00 0.00 0.00 46. 10 2.14 0.34 5.00 0.00 0.00 0.00 43.00 2.17 0.34 5.00 0.00 0.00 0.00 46. 15 2.13 0.34 5.00 0.00 0.00 0.00 43.05 2.17 0.34 5.00 0.00 0.00 0.00 46. 20 2.13 0.34 5.00 0.00 0.00 0.00 Page 15 Page 16 LB-1 sum 2.13 0.34 5.00 0.60 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.13 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.12 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.11 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 2.10 0.34 5.00 0.00 0.00 0.00 Le-1. sum 49. 40 2.10 0.34 5.00 0.60 0.00 0.00 49.45 2.10 0.34 5.00 0.00 0.00 0.00 49. 50 2.10 0.34 5.00 0.00 0.00 0.00 49. 55 2.10 0.34 5.00 0.00 0.00 0.00 49. 60 2.10 0.34 5.00 0.00 0.00 0.00 49. 65 2.10 0.34 5.00 0.00 0.00 0.00 49. 70 2.10 0.34 5.00 0.00 0.00 0.00 49. 75 2.10 0.34 5.00 0.00 0.00 0.00 49. 80 2.09 0.34 5.00 0.00 0.00 0.00 49.85 2.09 0.34 5.00 0.00 0.00 0.00 49. 90 2.09 0.34 5.00 0.00 0.00 0.00 49.95 2.09 0.34 5.00 0.00 0.00 0.00 50. 00 2.09 0.34 5.00 0.00 0.00 0.00 50. 05 2.09 0.34 5.00 0.00 0.00 0.00 50. 10 2.09 0.34 5.00 0.00 0.00 0.00 50. 15 2.09 0.34 5.00 0.00 0.00 0.00 50. 20 2.09 0.34 5.00 0.00 0.00 0.00 50. 25 2.09 0.34 5.00 0.00 0.00 0.00 50. 30 2.09 0.34 5.00 0.00 0.00 0.00 50. 35 2.09 0.34 5.00 0.00 0.00 0.00 50. 40 2.09 0.34 5.00 0.00 0.00 0.00 50. 45 2.09 0.34 5.00 0.00 0.00 0.00 50. 50 2.09 0.34 5.00 0.00 0.00 0.00 50. 55 2.09 0.34 5.00 0.00 0.00 0.00 50. 60 2.09 0.34 5.00 0.00 0.00 0.00 50. 65 2.09 0.34 5.00 0.00 0.00 0.00 50. 70 2.09 0.34 5.00 0.00 0.00 0.00 50. 75 2.09 0.34 5.00 0.00 0.00 0.00 50. 80 2.08 0.34 5.00 0.00 0.00 0.00 50. 85 2.08 0.34 5.00 0.00 0.00 0.00 50. 90 2.08 0.34 5.00 0.00 0.00 0.00 50. 95 2.08 0.34 5.00 0.00 0.00 0.00 51. 00 2.08 0.34 5.00 0.00 0.00 0.00 51.05 2.08 0.34 5.00 0.00 0.00 0.00 51. 10 2.08 0.34 5.00 0.00 0.00 0.00 51. 15 2.08 0.34 5.00 0.00 0.00 0.00 51. 20 2.08 0.34 5.00 0.00 0.00 0.00 51. 25 2.08 0.34 5.00 0.00 0.00 0.00 51. 30 2.08 0.34 5.00 0.00 0.00 0.00 51.35 2.08 0.34 5.00 0.00 0.00 0.00 51. 40 2.08 0.34 5.00 0.00 0.00 0.00 51.45 2.08 0.34 5.00 0.00 0.00 0.00 51. 50 2.08 0.34 5.00 0.00 0.00 0.00 a F.S.<1, Liquefaction Potential zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Depth = ft, Stress or Pressure = atm (tsf), Unit Weight = pcf, Settlement = in. 1 atm (atmosphere) - 1 tst (ton/tt2) CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.-CRRm/CSRsf S-sat Settlement from saturated sands S-dry Settlement from Unsaturated Sands S-all Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 17 1 Page 18 LIQUEFACTION ANALYSIS 12126.001 Kimley-Horn Mainlalace Hote Ho=Le-2 Water Depth=60ft Surface Elev.=ld9 Magnhude=1 Acceleration=0.54g mevvrdm �ykN zn pd 6120 oPrnj 20 15 15 11 in ww 12 ww wa � a o e Lei9M1bn 8Associates, Inc. LB-2 Plate A-1 LB-2-dry sand LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltechsoftware.com Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to , 1/3/2019 3:21 :15 PM Input File Name: P:\INFOCUS PROJECTSX12001-1250OX12126 Kimley-Horn Main Place\001/Analyses\Liquefaction Analysis\LiquefyPro\11-19-18\LB-2_dry sand.liq Title: 12126.001 Kimley-Horn MainPlace Subtitle: Le-2 Surface Elev.-149 Hole No. -LB-2 Depth of Hole- 51.50 ft water Table during Earthquake- 60. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration- 0.54 g Earthquake Magnitude- 7.00 Input Data: Surface Elev.-149 Hole No. -LB-2 Depth of Hole=51.50 ft water Table during Earthquake- 60. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration-0.54 g Earthquake Magnituded.00 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Tokimatsu, M-correction 3. Fines Correction for Liquefaction: Idri ss/Seed 4. Fine Correction for Settlement: During Liquefaction* 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, Ce - 1.38 ]. Borehole Diameter, Cb= 1 S. Sampling Method, Cs- 1.2 9. User request factor of safety (apply to CSR) , User- 1 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gamma Fines ft pcf % 0.00 16.00 120.00 20.00 7.50 3.00 120. 00 20.00 10.00 4.00 120. 00 20.00 12.50 5.00 120.00 15.00 15.00 6.00 120. 00 20.00 17.50 27.00 120.00 5.00 20.00 18.00 120. 00 5.00 22.50 9.00 120.00 5.00 25.00 6.00 120.00 5.00 27.50 8.00 120. 00 15.00 Page LB-2-dry sand 30.00 28.00 120.00 5.00 32.50 11.00 120.00 15.00 35.00 8.00 120.00 15.00 37. 50 8.00 120.00 20. 00 40.00 14.00 120.00 20.00 42.50 11.00 120.00 20.00 45.00 10.00 120.00 NoLiq 47.50 12.00 120.00 NoLiq 50.00 6.00 120.00 20. 00 Output Results: Settlement of Saturated Sands-0.00 in. Settlement of Unsaturated Sands-2.95 in. Total Settlement of Saturated and Unsaturated Sands-2.95 in. Differential Settlement=1.473 to 1.944 in. Depth CRRm CSRfs F.S. S-sat. S_dry Sall ft in. in. in. 0.00 2.39 0.35 5.00 0.00 2.95 2.95 0.05 2.39 0.35 5.00 0.00 2.95 2.95 0.10 2.39 0.35 5.00 0.00 2.95 2.95 0.15 2.39 0.35 5.00 0.00 2.95 2.95 0.20 2.39 0.35 5.00 0.00 2.95 2.95 0.25 2.39 0.35 5.00 0.00 2.95 2.95 0.30 2.39 0.35 5.00 0.00 2.95 2.95 0.35 2.39 0.35 5.00 0.00 2.95 2.95 0.40 2.39 0.35 5.00 0.00 2.95 2.95 0.45 2.39 0.35 5.00 0.00 2.95 2.95 0.50 2.39 0.35 5.00 0.00 2.95 2.95 0.55 2.39 0.35 5.00 0.00 2.95 2.95 0.60 2.39 0.35 5.00 0.00 2.95 2.95 0.65 2.39 0.35 5.00 0.00 2.95 2.95 0.70 2.39 0.35 5.00 0.00 2.95 2.95 0.75 2.39 0.35 5.00 0.00 2.95 2.95 0.80 2.39 0.35 5.00 0.00 2.95 2.95 0.85 2.39 0.35 5.00 0.00 2.95 2.95 0.90 2.39 0.35 5.00 0.00 2.95 2.95 0.95 2.39 0.35 5.00 0.00 2.95 2.95 1.00 2.39 0.35 5.00 0.00 2.95 2.95 1.05 2.39 0.35 5.00 0.00 2.95 2.95 1.10 2.39 0.35 5.00 0.00 2.95 2.95 1.15 2.39 0.35 5.00 0.00 2.95 2.95 1.20 2.39 0.35 5.00 0.00 2.95 2.95 1.25 2.39 0.35 5.00 0.00 2.95 2.95 1.30 2.39 0.35 5.00 0.00 2.95 2.95 1.35 2.39 0.35 5.00 0.00 2.95 2.95 1.40 2.39 0.35 5.00 0.00 2.95 2.95 1.45 2.39 0.35 5.00 0.00 2.94 2.94 1.50 2.39 0.35 5.00 0.00 2.94 2.94 1.55 2.39 0.35 5.00 0.00 2.94 2.94 1.60 2.39 0.35 5.00 0.00 2.94 2.94 1.65 2.39 0.35 5.00 0.00 2.94 2.94 1.70 2.39 0.35 5.00 0.00 2.94 2.94 1.75 2.39 0.35 5.00 0.00 2.94 2.94 1.80 2.39 0.35 5.00 0.00 2.94 2.94 1.85 2.39 0.35 5.00 0.00 2.94 2.94 1.90 2.39 0.35 5.00 0.00 2.94 2.94 1.95 2.39 0.35 5.00 0.00 2.94 2.94 2.00 2.39 0.35 5.00 0.00 2.94 2.94 2.05 2.39 0.35 5.00 0.00 2.94 2.94 2.10 2.39 0.35 5.00 0.00 2.94 2.94 Page 2 LB-2-dry sand LB-2-dry sand 2.15 2.39 0.35 5.00 0.00 2.94 2.94 5.30 0.25 0.35 5.00 0.00 2 2.20 2.39 0.35 5.00 0.00 2.94 2.94 5.35 0.24 0.35 5.00 0.00 2 2.25 2.39 0.35 5.00 0.00 2.94 2.94 5.40 0.24 0.35 5.00 0.00 2 2.30 2.39 0.35 5.00 0.00 2.94 2.94 5.45 0.24 0.35 5.00 0.00 2 2.35 2.39 0.35 5.00 0.00 2.94 2.94 5.50 0.24 0.35 5.00 0.00 2 2.40 2.39 0.35 5.00 0.00 2.94 2.94 5.55 0.23 0.35 5.00 0.00 2 2.45 2.39 0.35 5.00 0.00 2.94 2.94 5.60 0.23 0.35 5.00 0.00 2 2.50 2.39 0.35 5.00 0.00 2.94 2.94 5.65 0.23 0.35 5.00 0.00 2 2.55 0.55 0.35 5.00 0.00 2.94 2.94 5.70 0.23 0.35 5.00 0.00 2 2.60 0.51 0.35 5.00 0.00 2.94 2.94 5.75 0.22 0.35 5.00 0.00 2 2.65 0.49 0.35 5.00 0.00 2.94 2.94 5.80 0.22 0.35 5.00 0.00 2 2.70 0.47 0.35 5.00 0.00 2.94 2.94 5.85 0.22 0.35 5.00 0.00 2 2.75 0.46 0.35 5.00 0.00 2.94 2.94 5.90 0.21 0.35 5.00 0.00 2 2.80 0.45 0.35 5.00 0.00 2.94 2.94 5.95 0.21 0.35 5.00 0.00 2 2.85 0.44 0.35 5.00 0.00 2.94 2.94 6.00 0.21 0.35 5.00 0.00 2 2.90 0.43 0.35 5.00 0.00 2.94 2.94 6.05 0.20 0.35 5.00 0.00 2 2.95 0.42 0.35 5.00 0.00 2.94 2.94 6.10 0.20 0.35 5.00 0.00 2 3.00 0.42 0.35 5.00 0.00 2.94 2.94 6.15 0.20 0.35 5.00 0.00 2 3.05 0.41 0.35 5.00 0.00 2.94 2.94 6.20 0.20 0.35 5.00 0.00 2 3.10 0.40 0.35 5.00 0.00 2.94 2.94 6.25 0.19 0.35 5.00 0.00 2 3.15 0.40 0.35 5.00 0.00 2.94 2.94 6.30 0.19 0.35 5.00 0.00 2 3.20 0.39 0.35 5.00 0.00 2.94 2.94 6.35 0.19 0.35 5.00 0.00 2 3.25 0.39 0.35 5.00 0.00 2.94 2.94 6.40 0.18 0.35 5.00 0.00 2 3.30 0.38 0.35 5.00 0.00 2.94 2.94 6.45 0.18 0.35 5.00 0.00 2 3.35 0.38 0.35 5.00 0.00 2.94 2.94 6.50 0.18 0.35 5.00 0.00 2 3.40 0.37 0.35 5.00 0.00 2.94 2.94 6.55 0.17 0.35 5.00 0.00 2 3.45 0.37 0.35 5.00 0.00 2.94 2.94 6.60 0.17 0.35 5.00 0.00 2 3.50 0.36 0.35 5.00 0.00 2.94 2.94 6.65 0.17 0.35 5.00 0.00 2 3.55 0.36 0.35 5.00 0.00 2.94 2.94 6.70 0.17 0.35 5.00 0.00 2 3.60 0.35 0.35 5.00 0.00 2.94 2.94 6.75 0.16 0.35 5.00 0.00 2 3.65 0.35 0.35 5.00 0.00 2.94 2.94 6.80 0.16 0.35 5.00 0.00 2 3.70 0.35 0.35 5.00 0.00 2.94 2.94 6.85 0.16 0.35 5.00 0.00 2 3.75 0.34 0.35 5.00 0.00 2.94 2.94 6.90 0.16 0.35 5.00 0.00 2 3.80 0.34 0.35 5.00 0.00 2.94 2.94 6.95 0.15 0.35 5.00 0.00 2 3.85 0.33 0.35 5.00 0.00 2.94 2.94 7.00 0.15 0.35 5.00 0.00 2 3.90 0.33 0.35 5.00 0.00 2.94 2.94 7.05 0.15 0.35 5.00 0.00 2 3.95 0.33 0.35 5.00 0.00 2.94 2.94 7.10 0.14 0.35 5.00 0.00 2 4.00 0.32 0.35 5.00 0.00 2.94 2.94 7.15 0.14 0.35 5.00 0.00 2 4.05 0.32 0.35 5.00 0.00 2.94 2.94 7.20 0.14 0.35 5.00 0.00 2 4.10 0.32 0.35 5.00 0.00 2.94 2.94 7.25 0.14 0.35 5.00 0.00 2 4.15 0.31 0.35 5.00 0.00 2.94 2.94 7.30 0.13 0.35 5.00 0.00 2 4.20 0.31 0.35 5.00 0.00 2.94 2.94 7.35 0.13 0.34 5.00 0.00 2 4.25 0.31 0.35 5.00 0.00 2.94 2.94 7.40 0.13 0.34 5.00 0.00 2 4.30 0.30 0.35 5.00 0.00 2.93 2.93 7.45 0.13 0.34 5.00 0.00 2 4.35 0.30 0.35 5.00 0.00 2.93 2.93 7.50 0.12 0.34 5.00 0.00 2 4.40 0.30 0.35 5.00 0.00 2.93 2.93 7.55 0.12 0.34 5.00 0.00 2 4.45 0.29 0.35 5.00 0.00 2.93 2.93 7.60 0.13 0.34 5.00 0.00 2 4.50 0.29 0.35 5.00 0.00 2.93 2.93 7.65 0.13 0.34 5.00 0.00 2 4.55 0.29 0.35 5.00 0.00 2.93 2.93 7.70 0.13 0.34 5.00 0.00 2 4.60 0.29 0.35 5.00 0.00 2.93 2.93 7.75 0.13 0.34 5.00 0.00 2 4.65 0.28 0.35 5.00 0.00 2.93 2.93 7.80 0.13 0.34 5.00 0.00 2 4.70 0.28 0.35 5.00 0.00 2.93 2.93 7.85 0.13 0.34 5.00 0.00 2 4.75 0.28 0.35 5.00 0.00 2.93 2.93 7.90 0.13 0.34 5.00 0.00 2 4.80 0.27 0.35 5.00 0.00 2.93 2.93 7.95 0.13 0.34 5.00 0.00 2 4.85 0.27 0.35 5.00 0.00 2.93 2.93 8.00 0.13 0.34 5.00 0.00 2 4.90 0.27 0.35 5.00 0.00 2.93 2.93 8.05 0.13 0.34 5.00 0.00 2 4.95 0.27 0.35 5.00 0.00 2.93 2.93 8.10 0.13 0.34 5.00 0.00 2 5.00 0.26 0.35 5.00 0.00 2.93 2.93 8.15 0.13 0.34 5.00 0.00 2 5.05 0.26 0.35 5.00 0.00 2.93 2.93 8.20 0.13 0.34 5.00 0.00 2 5.10 0.26 0.35 5.00 0.00 2.93 2.93 8.25 0.14 0.34 5.00 0.00 2 5.15 0.25 0.35 5.00 0.00 2.93 2.93 8.30 0.14 0.34 5.00 0.00 2 5.20 0.25 0.35 5.00 0.00 2.93 2.93 8.35 0.14 0.34 5.00 0.00 2 5.25 0.25 0.35 5.00 0.00 2.93 2.93 8.40 0.14 0.34 5.00 0.00 2 Page 3 Page 4 LB-2-dry sand LB-2-dry sand 8.45 0.14 0.34 5.00 0.00 2.59 2.59 11. 60 0.15 0.34 5.00 0.00 2.30 2.30 8.50 0.14 0.34 5.00 0.00 2.58 2.58 11.65 0.15 0.34 5.00 0.00 2.29 2.29 8.55 0.14 0.34 5.00 0.00 2.57 2.57 11.70 0.15 0.34 5.00 0.00 2.29 2.29 8.60 0.14 0.34 5.00 0.00 2.56 2.56 11.75 0.14 0.34 5.00 0.00 2.29 2.29 8.65 0.14 0.34 5.00 0.00 2.54 2.54 11. 80 0.14 0.34 5.00 0.00 2.28 2.28 8.70 0.14 0.34 5.00 0.00 2.53 2.53 11. 85 0.14 0.34 5.00 0.00 2.28 2.28 8.75 0.14 0.34 5.00 0.00 2.52 2.52 11.90 0.14 0.34 5.00 0.00 2.27 2.27 8.80 0.14 0.34 5.00 0.00 2.50 2.50 11. 95 0.14 0.34 5.00 0.00 2.27 2.27 8.85 0.14 0.34 5.00 0.00 2.49 2.49 12. 00 0.14 0.34 5.00 0.00 2.27 2.27 8.90 0.14 0.34 5.00 0.00 2.48 2.48 12. 05 0.14 0.34 5.00 0.00 2.26 2.26 8.95 0.14 0.34 5.00 0.00 2.46 2.46 12. 10 0.14 0.34 5.00 0.00 2.26 2.26 9.00 0.14 0.34 5.00 0.00 2.45 2.45 12. 15 0.14 0.34 5.00 0.00 2.25 2.25 9.05 0.14 0.34 5.00 0.00 2.44 2.44 12.20 0.14 0.34 5.00 0.00 2.25 2.25 9.10 0.14 0.34 5.00 0.00 2.44 2.44 12.25 0.14 0.34 5.00 0.00 2.25 2.25 9.15 0.14 0.34 5.00 0.00 2.44 2.44 12. 30 0.14 0.34 5.00 0.00 2.24 2.24 9.20 0.14 0.34 5.00 0.00 2.44 2.44 12. 35 0.14 0.34 5.00 0.00 2.24 2.24 9.25 0.14 0.34 5.00 0.00 2.43 2.43 12. 40 0.14 0.34 5.00 0.00 2.23 2.23 9.30 0.14 0.34 5.00 0.00 2.43 2.43 12.45 0.14 0.34 5.00 0.00 2.23 2.23 9.35 0.14 0.34 5.00 0.00 2.43 2.43 12.50 0.14 0.34 5.00 0.00 2.22 2.22 9.40 0.14 0.34 5.00 0.00 2.43 2.43 12.55 0.14 0.34 5.00 0.00 2.22 2.22 9.45 0.15 0.34 5.00 0.00 2.42 2.42 12. 60 0.14 0.34 5.00 0.00 2.21 2.21 9.50 0.15 0.34 5.00 0.00 2.42 2.42 12. 65 0.14 0.34 5.00 0.00 2.21 2.21 9.55 0.15 0.34 5.00 0.00 2.42 2.42 12. 70 0.14 0.34 5.00 0.00 2.21 2.21 9.60 0.15 0.34 5.00 0.00 2.42 2.42 12.75 0.15 0.34 5.00 0.00 2.20 2.20 9.65 0.15 0.34 5.00 0.00 2.41 2.41 12. 80 0.15 0.34 5.00 0.00 2.20 2.20 9.70 0.15 0.34 5.00 0.00 2.41 2.41 12. 85 0.15 0.34 5.00 0.00 2.19 2.19 9.75 0.15 0.34 5.00 0.00 2.41 2.41 12. 90 0.15 0.34 5.00 0.00 2.19 2.19 9.80 0.15 0.34 5.00 0.00 2.41 2.41 12. 95 0.15 0.34 5.00 0.00 2.18 2.18 9.85 0.15 0.34 5.00 0.00 2.40 2.40 13. 00 0.15 0.34 5.00 0.00 2.18 2.18 9.90 0.15 0.34 5.00 0.00 2.40 2.40 13. 05 0.15 0.34 5.00 0.00 2.18 2.18 9.95 0.15 0.34 5.00 0.00 2.40 2.40 13. 10 0.15 0.34 5.00 0.00 2.17 2.17 10.00 0.15 0.34 5.00 0.00 2.39 2.39 13. 15 0.15 0.34 5.00 0.00 2.17 2.17 10.05 0.15 0.34 5.00 0.00 2.39 2.39 13. 20 0.15 0.34 5.00 0.00 2.16 2.16 10.10 0.15 0.34 5.00 0.00 2.39 2.39 13. 25 0.15 0.34 5.00 0.00 2.16 2.16 10.15 0.15 0.34 5.00 0.00 2.39 2.39 13. 30 0.15 0.34 5.00 0.00 2.15 2.15 10.20 0.15 0.34 5.00 0.00 2.38 2.38 13. 35 0.15 0.34 5.00 0.00 2.15 2.15 10.25 0.15 0.34 5.00 0.00 2.38 2.38 13. 40 0.15 0.34 5.00 0.00 2.15 2.15 10. 30 0.15 0.34 5.00 0.00 2.38 2.38 13. 45 0.15 0.34 5.00 0.00 2.14 2.14 10. 35 0.15 0.34 5.00 0.00 2.38 2.38 13. 50 0.15 0.34 5.00 0.00 2.14 2.14 10.40 0.15 0.34 5.00 0.00 2.37 2.37 13. 55 0.16 0.34 5.00 0.00 2.13 2.13 10.45 0.15 0.34 5.00 0.00 2.37 2.37 13. 60 0.16 0.34 5.00 0.00 2.13 2.13 10.50 0.15 0.34 5.00 0.00 2.37 2.37 13. 65 0.16 0.34 5.00 0.00 2.12 2.12 10.55 0.15 0.34 5.00 0.00 2.36 2.36 13. 70 0.16 0.34 5.00 0.00 2.12 2.12 10.60 0.15 0.34 5.00 0.00 2.36 2.36 13. 75 0.16 0.34 5.00 0.00 2.12 2.12 10.65 0.15 0.34 5.00 0.00 2.36 2.36 13. 80 0.16 0.34 5.00 0.00 2.11 2.11 10.70 0.15 0.34 5.00 0.00 2.36 2.36 13. 85 0.16 0.34 5.00 0.00 2.11 2.11 10.75 0.15 0.34 5.00 0.00 2.35 2.35 13. 90 0.16 0.34 5.00 0.00 2.10 2.10 10.80 0.15 0.34 5.00 0.00 2.35 2.35 13. 95 0.16 0.34 5.00 0.00 2.10 2.10 10.85 0.15 0.34 5.00 0.00 2.35 2.35 14. 00 0.16 0.34 5.00 0.00 2.10 2.10 10.90 0.15 0.34 5.00 0.00 2.34 2.34 14. 05 0.16 0.34 5.00 0.00 2.09 2.09 10.95 0.15 0.34 5.00 0.00 2.34 2.34 14.10 0.16 0.34 5.00 0.00 2.09 2.09 11.00 0.15 0.34 5.00 0.00 2.34 2.34 14. 15 0.16 0.34 5.00 0.00 2.08 2.08 11.05 0.15 0.34 5.00 0.00 2.33 2.33 14.20 0.16 0.34 5.00 0.00 2.08 2.08 11.10 0.15 0.34 5.00 0.00 2.33 2.33 14.25 0.16 0.34 5.00 0.00 2.08 2.08 11.15 0.15 0.34 5.00 0.00 2.33 2.33 14.30 0.16 0.34 5.00 0.00 2.07 2.07 11.20 0.15 0.34 5.00 0.00 2.32 2.32 14. 35 0.16 0.34 5.00 0.00 2.07 2.07 11.25 0.15 0.34 5.00 0.00 2.32 2.32 14. 40 0.16 0.34 5.00 0.00 2.06 2.06 11.30 0.15 0.34 5.00 0.00 2.32 2.32 14. 45 0.17 0.34 5.00 0.00 2.06 2.06 11.35 0.15 0.34 5.00 0.00 2.31 2.31 14.50 0.17 0.34 5.00 0.00 2.05 2.05 11.40 0.15 0.34 5.00 0.00 2.31 2.31 14.55 0.17 0.34 5.00 0.00 2.05 2.05 11.45 0.15 0.34 5.00 0.00 2.31 2.31 14.60 0.17 0.34 5.00 0.00 2.05 2.05 11.50 0.15 0.34 5.00 0.00 2.30 2.30 14. 65 0.17 0.34 5.00 0.00 2.04 2.04 11.55 0.15 0.34 5.00 0.00 2.30 2.30 14. 70 0.17 0.34 5.00 0.00 2.04 2.04 Page 5 Page 6 LB-2-dry sand LB-2-dry sand 14.75 0.17 0.34 5.00 0.00 2.03 2.03 17.90 2.39 0.34 5.00 0.00 1.97 1 14.80 0.18 0.34 5.00 0.00 2.03 2.03 17.95 2.39 0.34 5.00 0.00 1.97 1 14.85 0.18 0.34 5.00 0.00 2.03 2.03 18.00 2.39 0.34 5.00 0.00 1.97 1 14.90 0.18 0.34 5.00 0.00 2.02 2.02 18. 05 2.39 0.34 5.00 0.00 1.97 1 14.95 0.18 0.34 5.00 0.00 2.02 2.02 18. 10 2.39 0.34 5.00 0.00 1.97 1 15.00 0.19 0.34 5.00 0.00 2.02 2.02 18. 15 2.39 0.34 5.00 0.00 1.97 1 15.05 0.19 0.34 5.00 0.00 2.01 2.01 18.20 2.39 0.34 5.00 0.00 1.97 1 15.10 0.20 0.34 5.00 0.00 2.01 2.01 18.25 2.39 0.34 5.00 0.00 1.97 1 15.15 0.21 0.34 5.00 0.00 2.01 2.01 18.30 2.39 0.34 5.00 0.00 1.97 1 15.20 0.22 0.34 5.00 0.00 2.01 2.01 18. 35 2.39 0.34 5.00 0.00 1.97 1 15.25 0.23 0.34 5.00 0.00 2.01 2.01 18. 40 2.39 0.34 5.00 0.00 1.97 1 15.30 0.23 0.34 5.00 0.00 2.00 2.00 18.45 2.39 0.34 5.00 0.00 1.97 1 15.35 0.24 0.34 5.00 0.00 2.00 2.00 18.50 2.39 0.34 5.00 0.00 1.97 1 15.40 0.25 0.34 5.00 0.00 2.00 2.00 18.55 2.39 0.34 5.00 0.00 1.97 1 15.45 0.26 0.34 5.00 0.00 2.00 2.00 18. 60 2.39 0.34 5.00 0.00 1.97 1 15.50 0.27 0.34 5.00 0.00 2.00 2.00 18.65 2.39 0.34 5.00 0.00 1.97 1 15.55 0.28 0.34 5.00 0.00 2.00 2.00 18.70 2.39 0.34 5.00 0.00 1.97 1 15.60 0.28 0.34 5.00 0.00 1.99 1.99 18.75 2.39 0.34 5.00 0.00 1.97 1 15.65 0.29 0.34 5.00 0.00 1.99 1.99 18.80 2.39 0.34 5.00 0.00 1.96 1 15.70 0.30 0.34 5.00 0.00 1.99 1.99 18.85 2.39 0.34 5.00 0.00 1.96 1 15.75 0.31 0.34 5.00 0.00 1.99 1.99 18.90 2.39 0.34 5.00 0.00 1.96 1 15.80 0.32 0.34 5.00 0.00 1.99 1.99 18.95 2.39 0.34 5.00 0.00 1.96 1 15.85 0.33 0.34 5.00 0.00 1.99 1.99 19.00 2.39 0.34 5.00 0.00 1.96 1 15.90 0.34 0.34 5.00 0.00 1.99 1.99 19.05 2.39 0.34 5.00 0.00 1.96 1 15.95 0.35 0.34 5.00 0.00 1.99 1.99 19.10 2.39 0.34 5.00 0.00 1.96 1 16.00 0.36 0.34 5.00 0.00 1.99 1.99 19.15 2.39 0.34 5.00 0.00 1.96 1 16.05 0.38 0.34 5.00 0.00 1.99 1.99 19.20 2.39 0.34 5.00 0.00 1.96 1 16.10 0.39 0.34 5.00 0.00 1.99 1.99 19.25 2.39 0.34 5.00 0.00 1.96 1 16.15 0.41 0.34 5.00 0.00 1.98 1.98 19.30 0.55 0.34 5.00 0.00 1.96 1 16.20 0.42 0.34 5.00 0.00 1.98 1.98 19.35 0.50 0.34 5.00 0.00 1.96 1 16.25 0.44 0.34 5.00 0.00 1.98 1.98 19.40 0.47 0.34 5.00 0.00 1.96 1 16.30 0.47 0.34 5.00 0.00 1.98 1.98 19.45 0.45 0.34 5.00 0.00 1.96 1 16.35 0.53 0.34 5.00 0.00 1.98 1.98 19.50 0.44 0.34 5.00 0.00 1.96 1 16.40 2.39 0.34 5.00 0.00 1.98 1.98 19.55 0.43 0.34 5.00 0.00 1.96 1 16.45 2.39 0.34 5.00 0.00 1.98 1.98 19.60 0.42 0.33 5.00 0.00 1.96 1 16.50 2.39 0.34 5.00 0.00 1.98 1.98 19.65 0.41 0.33 5.00 0.00 1.96 1 16.55 2.39 0.34 5.00 0.00 1.98 1.98 19.70 0.40 0.33 5.00 0.00 1.96 1 16.60 2.39 0.34 5.00 0.00 1.98 1.98 19.75 0.39 0.33 5.00 0.00 1.95 1 16.65 2.39 0.34 5.00 0.00 1.98 1.98 19.80 0.38 0.33 5.00 0.00 1.95 1 16.70 2.39 0.34 5.00 0.00 1.98 1.98 19.85 0.37 0.33 5.00 0.00 1.95 1 16.75 2.39 0.34 5.00 0.00 1.98 1.98 19.90 0.37 0.33 5.00 0.00 1.95 1 16.80 2.39 0.34 5.00 0.00 1.98 1.98 19.95 0.36 0.33 5.00 0.00 1.95 1 16.85 2.39 0.34 5.00 0.00 1.98 1.98 20.00 0.35 0.33 5.00 0.00 1.95 1 16.90 2.39 0.34 5.00 0.00 1.98 1.98 20.05 0.35 0.33 5.00 0.00 1.95 1 16.95 2.39 0.34 5.00 0.00 1.98 1.98 20.10 0.34 0.33 5.00 0.00 1.95 1 17.00 2.39 0.34 5.00 0.00 1.98 1.98 20.15 0.34 0.33 5.00 0.00 1.95 1 17.05 2.39 0.34 5.00 0.00 1.98 1.98 20.20 0.33 0.33 5.00 0.00 1.95 1 17.10 2.39 0.34 5.00 0.00 1.98 1.98 20.25 0.33 0.33 5.00 0.00 1.95 1 17.15 2.39 0.34 5.00 0.00 1.98 1.98 20.30 0.32 0.33 5.00 0.00 1.95 1 17.20 2.39 0.34 5.00 0.00 1.98 1.98 20. 35 0.32 0.33 5.00 0.00 1.95 1 17.25 2.39 0.34 5.00 0.00 1.97 1.97 20.40 0.31 0.33 5.00 0.00 1.95 1 17.30 2.39 0.34 5.00 0.00 1.97 1.97 20.45 0.31 0.33 5.00 0.00 1.95 1 17.35 2.39 0.34 5.00 0.00 1.97 1.97 20.50 0.30 0.33 5.00 0.00 1.94 1 17.40 2.39 0.34 5.00 0.00 1.97 1.97 20.55 0.30 0.33 5.00 0.00 1.94 1 17.45 2.39 0.34 5.00 0.00 1.97 1.97 20.60 0.29 0.33 5.00 0.00 1.94 1 17.50 2.39 0.34 5.00 0.00 1.97 1.97 20.65 0.29 0.33 5.00 0.00 1.94 1 17.55 2.39 0.34 5.00 0.00 1.97 1.97 20.70 0.28 0.33 5.00 0.00 1.94 1 17.60 2.39 0.34 5.00 0.00 1.97 1.97 20.75 0.28 0.33 5.00 0.00 1.94 1 17.65 2.39 0.34 5.00 0.00 1.97 1.97 20.80 0.28 0.33 5.00 0.00 1.94 1 17.70 2.39 0.34 5.00 0.00 1.97 1.97 20.85 0.27 0.33 5.00 0.00 1.94 1 17.75 2.39 0.34 5.00 0.00 1.97 1.97 20.90 0.27 0.33 5.00 0.00 1.94 1 17.80 2.39 0.34 5.00 0.00 1.97 1.97 20.95 0.26 0.33 5.00 0.00 1.94 1 17.85 2.39 0.34 5.00 0.00 1.97 1.97 21.00 0.26 0.33 5.00 0.00 1.94 1 Page 7 Page 8 LB-2-dry sand LB-2-dry sand 21. 05 0.26 0.33 5.00 0.00 1.93 1.93 24. 20 0.12 0.33 5.00 0.00 1.69 1.69 21.10 0.25 0.33 5.00 0.00 1.93 1.93 24. 25 0.12 0.33 5.00 0.00 1.69 1.69 21.15 0.25 0.33 5.00 0.00 1.93 1.93 24. 30 0.12 0.33 5.00 0.00 1.68 1.68 21.20 0.25 0.33 5.00 0.00 1.93 1.93 24. 35 0.12 0.33 5.00 0.00 1.67 1.67 21.25 0.24 0.33 5.00 0.00 1.93 1.93 24. 40 0.11 0.33 5.00 0.00 1.66 1.66 21.30 0.24 0.33 5.00 0.00 1.93 1.93 24. 45 0.11 0.33 5.00 0.00 1.65 1.65 21. 35 0.24 0.33 5.00 0.00 1.93 1.93 24. 50 0.11 0.33 5.00 0.00 1.64 1.64 21.40 0.23 0.33 5.00 0.00 1.93 1.93 24. 55 0.11 0.33 5.00 0.00 1.63 1.63 21.45 0.23 0.33 5.00 0.00 1.92 1.92 24. 60 0.11 0.33 5.00 0.00 1.62 1.62 21.50 0.22 0.33 5.00 0.00 1.92 1.92 24. 65 0.11 0.33 5.00 0.00 1.61 1.61 21.55 0.22 0.33 5.00 0.00 1.92 1.92 24. 70 0.11 0.33 5.00 0.00 1.60 1.60 21.60 0.22 0.33 5.00 0.00 1.92 1.92 24. 75 0.11 0.33 5.00 0.00 1.59 1.59 21.65 0.21 0.33 5.00 0.00 1.92 1.92 24. 80 0.11 0.33 5.00 0.00 1.58 1.58 21.70 0.21 0.33 5.00 0.00 1.92 1.92 24. 85 0.11 0.33 5.00 0.00 1.57 1.57 21.75 0.21 0.33 5.00 0.00 1.91 1.91 24. 90 0.10 0.33 5.00 0.00 1.56 1.56 21.80 0.20 0.33 5.00 0.00 1.91 1.91 24. 95 0.10 0.33 5.00 0.00 1.55 1.55 21.85 0.20 0.33 5.00 0.00 1.91 1.91 25. 00 0.10 0.33 5.00 0.00 1.54 1.54 21.90 0.20 0.33 5.00 0.00 1.91 1.91 25.05 0.10 0.33 5.00 0.00 1.52 1.52 21.95 0.19 0.33 5.00 0.00 1.91 1.91 25.10 0.10 0.33 5.00 0.00 1.51 1.51 22.00 0.19 0.33 5.00 0.00 1.90 1.90 25.15 0.10 0.33 5.00 0.00 1.50 1.50 22. 05 0.19 0.33 5.00 0.00 1.90 1.90 25. 20 0.11 0.33 5.00 0.00 1.49 1.49 22.10 0.18 0.33 5.00 0.00 1.90 1.90 25. 25 0.11 0.33 5.00 0.00 1.48 1.48 22.15 0.18 0.33 5.00 0.00 1.90 1.90 25. 30 0.11 0.33 5.00 0.00 1.46 1.46 22.20 0.18 0.33 5.00 0.00 1.90 1.90 25. 35 0.11 0.33 5.00 0.00 1.45 1.45 22.25 0.17 0.33 5.00 0.00 1.89 1.89 25. 40 0.11 0.33 5.00 0.00 1.44 1.44 22.30 0.17 0.33 5.00 0.00 1.89 1.89 25.45 0.11 0.33 5.00 0.00 1.43 1.43 22.35 0.17 0.33 5.00 0.00 1.89 1.89 25. 50 0.11 0.33 5.00 0.00 1.42 1.42 22.40 0.16 0.33 5.00 0.00 1.88 1.88 25. 55 0.11 0.33 5.00 0.00 1.41 1.41 22. 45 0.16 0.33 5.00 0.00 1.88 1.88 25. 60 0.11 0.33 5.00 0.00 1.40 1.40 22.50 0.16 0.33 5.00 0.00 1.88 1.88 25.65 0.11 0.33 5.00 0.00 1.39 1.39 22.55 0.16 0.33 5.00 0.00 1.87 1.87 25. 70 0.11 0.33 5.00 0.00 1.38 1.38 22.60 0.15 0.33 5.00 0.00 1.87 1.87 25.75 0.12 0.33 5.00 0.00 1.37 1.37 22.65 0.15 0.33 5.00 0.00 1.87 1.87 25. 80 0.12 0.33 5.00 0.00 1.36 1.36 22.70 0.15 0.33 5.00 0.00 1.86 1.86 25.85 0.12 0.33 5.00 0.00 1.35 1.35 22.75 0.15 0.33 5.00 0.00 1.86 1.86 25.90 0.12 0.33 5.00 0.00 1.34 1.34 22.80 0.15 0.33 5.00 0.00 1.85 1.85 25.95 0.12 0.33 5.00 0.00 1.33 1.33 22.85 0.15 0.33 5.00 0.00 1.85 1.85 26. 00 0.12 0.33 5.00 0.00 1.32 1.32 22.90 0.15 0.33 5.00 0.00 1.85 1.85 26. 05 0.12 0.33 5.00 0.00 1.31 1.31 22.95 0.15 0.33 5.00 0.00 1.84 1.84 26. 10 0.12 0.33 5.00 0.00 1.30 1.30 23.00 0.15 0.33 5.00 0.00 1.84 1.84 26.15 0.12 0.33 5.00 0.00 1.30 1.30 23. 05 0.14 0.33 5.00 0.00 1.83 1.83 26. 20 0.13 0.33 5.00 0.00 1.29 1.29 23.10 0.14 0.33 5.00 0.00 1.83 1.83 26. 25 0.13 0.33 5.00 0.00 1.28 1.28 23.15 0.14 0.33 5.00 0.00 1.82 1.82 26. 30 0.13 0.33 5.00 0.00 1.27 1.27 23.20 0.14 0.33 5.00 0.00 1.82 1.82 26. 35 0.13 0.33 5.00 0.00 1.27 1.27 23.25 0.14 0.33 5.00 0.00 1.81 1.81 26. 40 0.13 0.33 5.00 0.00 1.26 1.26 23.30 0.14 0.33 5.00 0.00 1.81 1.81 26. 45 0.13 0.33 5.00 0.00 1.25 1.25 23.35 0.14 0.33 5.00 0.00 1.80 1.80 26. 50 0.13 0.33 5.00 0.00 1.24 1.24 23.40 0.14 0.33 5.00 0.00 1.80 1.80 26. 55 0.14 0.33 5.00 0.00 1.24 1.24 23.45 0.13 0.33 5.00 0.00 1.79 1.79 26. 60 0.14 0.33 5.00 0.00 1.23 1.23 23.50 0.13 0.33 5.00 0.00 1.79 1.79 26. 65 0.14 0.33 5.00 0.00 1.23 1.23 23.55 0.13 0.33 5.00 0.00 1.78 1.78 26. 70 0.14 0.33 5.00 0.00 1.22 1.22 23.60 0.13 0.33 5.00 0.00 1.78 1.78 26. 75 0.14 0.33 5.00 0.00 1.21 1.21 23.65 0.13 0.33 5.00 0.00 1.77 1.77 26. 80 0.14 0.33 5.00 0.00 1.21 1.21 23.70 0.13 0.33 5.00 0.00 1.76 1.76 26. 85 0.15 0.33 5.00 0.00 1.20 1.20 23.75 0.13 0.33 5.00 0.00 1.76 1.76 26. 90 0.15 0.33 5.00 0.00 1.20 1.20 23.80 0.13 0.33 5.00 0.00 1.75 1.75 26.95 0.15 0.33 5.00 0.00 1.19 1.19 23.85 0.13 0.33 5.00 0.00 1.74 1.74 27. 00 0.15 0.33 5.00 0.00 1.18 1.18 23.90 0.12 0.33 5.00 0.00 1.74 1.74 27. 05 0.15 0.33 5.00 0.00 1.18 1.18 23.95 0.12 0.33 5.00 0.00 1.73 1.73 27. 10 0.15 0.33 5.00 0.00 1.17 1.17 24.00 0.12 0.33 5.00 0.00 1.72 1.72 27.15 0.15 0.33 5.00 0.00 1.17 1.17 24.05 0.12 0.33 5.00 0.00 1.72 1.72 27.20 0.16 0.33 5.00 0.00 1.16 1.16 24.10 0.12 0.33 5.00 0.00 1.71 1.71 27. 25 0.16 0.33 5.00 0.00 1.16 1.16 24.15 0.12 0.33 5.00 0.00 1.70 1.70 27.30 0.16 0.33 5.00 0.00 1.15 1.15 Page 9 Page 10 LB-2-dry sand LB-2-dry sand 27. 35 0.16 0.33 5.00 0.00 1.15 1.15 30. 50 2.33 0.32 5.00 0.00 1.06 1.06 27.40 0.16 0.33 5.00 0.00 1.15 1.15 30. 55 0.57 0.32 5.00 0.00 1.06 1.06 27. 45 0.16 0.33 5.00 0.00 1.14 1.14 30. 60 0.49 0.32 5.00 0.00 1.06 1.06 27.50 0.16 0.33 5.00 0.00 1.14 1.14 30. 65 0.45 0.32 5.00 0.00 1.06 1.06 27.55 0.17 0.33 5.00 0.00 1.13 1.13 30.70 0.43 0.32 5.00 0.00 1.06 1.06 27.60 0.17 0.33 5.00 0.00 1.13 1.13 30. 75 0.42 0.32 5.00 0.00 1.06 1.06 27.65 0.18 0.33 5.00 0.00 1.12 1.12 30.80 0.41 0.32 5.00 0.00 1.05 1.05 27.70 0.19 0.33 5.00 0.00 1.12 1.12 30.85 0.39 0.32 5.00 0.00 1.05 1.05 27.75 0.19 0.33 5.00 0.00 1.12 1.12 30. 90 0.38 0.32 5.00 0.00 1.05 1.05 27.80 0.20 0.33 5.00 0.00 1.12 1.12 30.95 0.37 0.32 5.00 0.00 1.05 1.05 27.85 0.20 0.33 5.00 0.00 1.11 1.11 31. 00 0.36 0.32 5.00 0.00 1.05 1.05 27.90 0.22 0.33 5.00 0.00 1.11 1.11 31.05 0.36 0.32 5.00 0.00 1.05 1.05 27.95 0.22 0.33 5.00 0.00 1.11 1.11 31.10 0.35 0.32 5.00 0.00 1.05 1.05 28.00 0.23 0.33 5.00 0.00 1.11 1.11 31.15 0.34 0.32 5.00 0.00 1.05 1.05 28.05 0.23 0.33 5.00 0.00 1.10 1.10 31.20 0.33 0.32 5.00 0.00 1.05 1.05 28.10 0.24 0.33 5.00 0.00 1.10 1.10 31.25 0.33 0.32 5.00 0.00 1.05 1.05 28.15 0.24 0.33 5.00 0.00 1.10 1.10 31.30 0.32 0.32 5.00 0.00 1.05 1.05 28.20 0.25 0.33 5.00 0.00 1.10 1.10 31. 35 0.31 0.32 5.00 0.00 1.04 1.04 28.25 0.25 0.33 5.00 0.00 1.10 1.10 31.40 0.31 0.32 5.00 0.00 1.04 1.04 28.30 0.26 0.33 5.00 0.00 1.09 1.09 31. 45 0.30 0.32 5.00 0.00 1.04 1.04 28. 35 0.27 0.33 5.00 0.00 1.09 1.09 31. 50 0.30 0.32 5.00 0.00 1.04 1.04 28.40 0.27 0.33 5.00 0.00 1.09 1.09 31. 55 0.29 0.32 5.00 0.00 1.04 1.04 28. 45 0.28 0.33 5.00 0.00 1.09 1.09 31.60 0.29 0.32 5.00 0.00 1.04 1.04 28.50 0.28 0.33 5.00 0.00 1.09 1.09 31.65 0.28 0.32 5.00 0.00 1.04 1.04 28.55 0.29 0.33 5.00 0.00 1.09 1.09 31.70 0.28 0.32 5.00 0.00 1.04 1.04 28.60 0.30 0.33 5.00 0.00 1.09 1.09 31.75 0.27 0.32 5.00 0.00 1.03 1.03 28.65 0.30 0.33 5.00 0.00 1.08 1.08 31.80 0.27 0.32 5.00 0.00 1.03 1.03 28.70 0.31 0.33 5.00 0.00 1.08 1.08 31.85 0.26 0.32 5.00 0.00 1.03 1.03 28.75 0.32 0.33 5.00 0.00 1.08 1.08 31.90 0.26 0.32 5.00 0.00 1.03 1.03 28.80 0.32 0.33 5.00 0.00 1.08 1.08 31.95 0.25 0.32 5.00 0.00 1.03 1.03 28.85 0.33 0.33 5.00 0.00 1.08 1.08 32. 00 0.25 0.32 5.00 0.00 1.03 1.03 28.90 0.34 0.33 5.00 0.00 1.08 1.08 32. 05 0.24 0.32 5.00 0.00 1.02 1.02 28.95 0.35 0.33 5.00 0.00 1.08 1.08 32.10 0.24 0.32 5.00 0.00 1.02 1.02 29.00 0.35 0.33 5.00 0.00 1.08 1.08 32.15 0.23 0.32 5.00 0.00 1.02 1.02 29.05 0.36 0.33 5.00 0.00 1.08 1.08 32. 20 0.23 0.32 5.00 0.00 1.02 1.02 29.10 0.37 0.33 5.00 0.00 1.08 1.08 32. 25 0.22 0.32 5.00 0.00 1.02 1.02 29.15 0.38 0.33 5.00 0.00 1.08 1.08 32.30 0.22 0.32 5.00 0.00 1.01 1.01 29.20 0.39 0.33 5.00 0.00 1.07 1.07 32. 35 0.21 0.32 5.00 0.00 1.01 1.01 29.25 0.41 0.33 5.00 0.00 1.07 1.07 32. 40 0.21 0.32 5.00 0.00 1.01 1.01 29.30 0.42 0.33 5.00 0.00 1.07 1.07 32.45 0.21 0.32 5.00 0.00 1.01 1.01 29. 35 0.44 0.33 5.00 0.00 1.07 1.07 32. 50 0.20 0.32 5.00 0.00 1.00 1.00 29.40 0.46 0.33 5.00 0.00 1.07 1.07 32. 55 0.20 0.32 5.00 0.00 1.00 1.00 29.45 0.50 0.33 5.00 0.00 1.07 1.07 32. 60 0.20 0.32 5.00 0.00 1.00 1.00 29.50 2.34 0.33 5.00 0.00 1.07 1.07 32.65 0.20 0.32 5.00 0.00 0.99 0.99 29.55 2.34 0.33 5.00 0.00 1.07 1.07 32.70 0.20 0.32 5.00 0.00 0.99 0.99 29.60 2.34 0.33 5.00 0.00 1.07 1.07 32.75 0.20 0.32 5.00 0.00 0.99 0.99 29.65 2.34 0.33 5.00 0.00 1.07 1.07 32.80 0.19 0.32 5.00 0.00 0.99 0.99 29.70 2.34 0.33 5.00 0.00 1.07 1.07 32.85 0.19 0.32 5.00 0.00 0.98 0.98 29.75 2.34 0.33 5.00 0.00 1.07 1.07 32.90 0.19 0.32 5.00 0.00 0.98 0.98 29.80 2.34 0.33 5.00 0.00 1.07 1.07 32.95 0.19 0.32 5.00 0.00 0.98 0.98 29.85 2.34 0.33 5.00 0.00 1.07 1.07 33.00 0.19 0.32 5.00 0.00 0.97 0.97 29.90 2.34 0.33 5.00 0.00 1.07 1.07 33.05 0.19 0.32 5.00 0.00 0.97 0.97 29.95 2.34 0.33 5.00 0.00 1.06 1.06 33.10 0.19 0.32 5.00 0.00 0.97 0.97 30.00 2.34 0.33 5.00 0.00 1.06 1.06 33.15 0.19 0.32 5.00 0.00 0.96 0.96 30.05 2.34 0.33 5.00 0.00 1.06 1.06 33.20 0.19 0.32 5.00 0.00 0.96 0.96 30.10 2.34 0.33 5.00 0.00 1.06 1.06 33.25 0.18 0.32 5.00 0.00 0.95 0.95 30.15 2.34 0.33 5.00 0.00 1.06 1.06 33.30 0.18 0.32 5.00 0.00 0.95 0.95 30.20 2.33 0.33 5.00 0.00 1.06 1.06 33.35 0.18 0.32 5.00 0.00 0.95 0.95 30.25 2.33 0.33 5.00 0.00 1.06 1.06 33.40 0.18 0.32 5.00 0.00 0.94 0.94 30.30 2.33 0.33 5.00 0.00 1.06 1.06 33.45 0.18 0.32 5.00 0.00 0.94 0.94 30.35 2.33 0.33 5.00 0.00 1.06 1.06 33.50 0.18 0.32 5.00 0.00 0.94 0.94 30.40 2.33 0.33 5.00 0.00 1.06 1.06 33.55 0.18 0.32 5.00 0.00 0.93 0.93 30.45 2.33 0.33 5.00 0.00 1.06 1.06 33.60 0.18 0.32 5.00 0.00 0.93 0.93 Page 11 Page 12 LB-2-dry sand LB-2-dry sand 33.65 0.18 0.32 5.00 0.00 0.92 0.92 36. 80 0.16 0.31 5.00 0.00 0.57 0.57 33.70 0.18 0.32 5.00 0.00 0.92 0.92 36. 85 0.16 0.31 5.00 0.00 0.57 0.57 33.75 0.17 0.32 5.00 0.00 0.92 0.92 36. 90 0.16 0.31 5.00 0.00 0.56 0.56 33.80 0.17 0.32 5.00 0.00 0.91 0.91 36. 95 0.16 0.31 5.00 0.00 0.55 0.55 33.85 0.17 0.32 5.00 0.00 0.91 0.91 37. 00 0.16 0.31 5.00 0.00 0.55 0.55 33.90 0.17 0.32 5.00 0.00 0.90 0.90 37. 05 0.16 0.31 5.00 0.00 0.54 0.54 33.95 0.17 0.32 5.00 0.00 0.90 0.90 37.10 0.16 0.31 5.00 0.00 0.54 0.54 34.00 0.17 0.31 5.00 0.00 0.89 0.89 37.15 0.16 0.31 5.00 0.00 0.53 0.53 34. 05 0.17 0.31 5.00 0.00 0.89 0.89 37. 20 0.16 0.31 5.00 0.00 0.53 0.53 34.10 0.17 0.31 5.00 0.00 0.88 0.88 37. 25 0.16 0.31 5.00 0.00 0.52 0.52 34.15 0.17 0.31 5.00 0.00 0.88 0.88 37. 30 0.16 0.31 5.00 0.00 0.52 0.52 34.20 0.16 0.31 5.00 0.00 0.87 0.87 37. 35 0.16 0.31 5.00 0.00 0.51 0.51 34.25 0.16 0.31 5.00 0.00 0.87 0.87 37. 40 0.16 0.31 5.00 0.00 0.50 0.50 34.30 0.16 0.31 5.00 0.00 0.86 0.86 37.45 0.16 0.31 5.00 0.00 0.50 0.50 34. 35 0.16 0.31 5.00 0.00 0.86 0.86 37. 50 0.16 0.30 5.00 0.00 0.49 0.49 34.40 0.16 0.31 5.00 0.00 0.85 0.85 37.55 0.16 0.30 5.00 0.00 0.49 0.49 34.45 0.16 0.31 5.00 0.00 0.85 0.85 37. 60 0.16 0.30 5.00 0.00 0.48 0.48 34.50 0.16 0.31 5.00 0.00 0.84 0.84 37. 65 0.16 0.30 5.00 0.00 0.48 0.48 34.55 0.16 0.31 5.00 0.00 0.84 0.84 37. 70 0.17 0.30 5.00 0.00 0.47 0.47 34.60 0.16 0.31 5.00 0.00 0.83 0.83 37. 75 0.17 0.30 5.00 0.00 0.47 0.47 34.65 0.16 0.31 5.00 0.00 0.83 0.83 37. 80 0.17 0.30 5.00 0.00 0.46 0.46 34.70 0.15 0.31 5.00 0.00 0.82 0.82 37. 85 0.17 0.30 5.00 0.00 0.46 0.46 34.75 0.15 0.31 5.00 0.00 0.82 0.82 37. 90 0.17 0.30 5.00 0.00 0.45 0.45 34.80 0.15 0.31 5.00 0.00 0.81 0.81 37.95 0.17 0.30 5.00 0.00 0.45 0.45 34.85 0.15 0.31 5.00 0.00 0.80 0.80 38.00 0.18 0.30 5.00 0.00 0.45 0.45 34.90 0.15 0.31 5.00 0.00 0.80 0.80 38. 05 0.18 0.30 5.00 0.00 0.44 0.44 34.95 0.15 0.31 5.00 0.00 0.79 0.79 38.10 0.18 0.30 5.00 0.00 0.44 0.44 35.00 0.15 0.31 5.00 0.00 0.79 0.79 38.15 0.18 0.30 5.00 0.00 0.43 0.43 35.05 0.15 0.31 5.00 0.00 0.78 0.78 38. 20 0.18 0.30 5.00 0.00 0.43 0.43 35.10 0.15 0.31 5.00 0.00 0.77 0.77 38. 25 0.18 0.30 5.00 0.00 0.42 0.42 35.15 0.15 0.31 5.00 0.00 0.77 0.77 38. 30 0.18 0.30 5.00 0.00 0.42 0.42 35.20 0.15 0.31 5.00 0.00 0.76 0.76 38. 35 0.19 0.30 5.00 0.00 0.42 0.42 35.25 0.15 0.31 5.00 0.00 0.75 0.75 38.40 0.19 0.30 5.00 0.00 0.41 0.41 35.30 0.15 0.31 5.00 0.00 0.75 0.75 38.45 0.19 0.30 5.00 0.00 0.41 0.41 35. 35 0.15 0.31 5.00 0.00 0.74 0.74 38. 50 0.19 0.30 5.00 0.00 0.41 0.41 35.40 0.15 0.31 5.00 0.00 0.74 0.74 38. 55 0.19 0.30 5.00 0.00 0.40 0.40 35.45 0.15 0.31 5.00 0.00 0.73 0.73 38.60 0.19 0.30 5.00 0.00 0.40 0.40 35.50 0.15 0.31 5.00 0.00 0.72 0.72 38.65 0.19 0.30 5.00 0.00 0.40 0.40 35.55 0.15 0.31 5.00 0.00 0. R 0. R 38. 70 0.20 0.30 5.00 0.00 0.40 0.40 35.60 0.15 0.31 5.00 0.00 0.71 0.71 38. 75 0.20 0.30 5.00 0.00 0.40 0.40 35.65 0.15 0.31 5.00 0.00 0.70 0.70 38. 80 0.20 0.30 5.00 0.00 0.40 0.40 35.70 0.15 0.31 5.00 0.00 0.70 0.70 38.85 0.20 0.30 5.00 0.00 0.39 0.39 35.75 0.15 0.31 5.00 0.00 0.69 0.69 38.90 0.20 0.30 5.00 0.00 0.39 0.39 35.80 0.15 0.31 5.00 0.00 0.69 0.69 38.95 0.20 0.30 5.00 0.00 0.39 0.39 35.85 0.15 0.31 5.00 0.00 0.68 0.68 39.00 0.21 0.30 5.00 0.00 0.39 0.39 35.90 0.15 0.31 5.00 0.00 0.67 0.67 39.05 0.21 0.30 5.00 0.00 0.39 0.39 35.95 0.15 0.31 5.00 0.00 0.67 0.67 39.10 0.21 0.30 5.00 0.00 0.38 0.38 36.00 0.15 0.31 5.00 0.00 0.66 0.66 39.15 0.21 0.30 5.00 0.00 0.38 0.38 36.05 0.15 0.31 5.00 0.00 0.66 0.66 39. 20 0.21 0.30 5.00 0.00 0.38 0.38 36.10 0.15 0.31 5.00 0.00 0.65 0.65 39.25 0.21 0.30 5.00 0.00 0.38 0.38 36.15 0.15 0.31 5.00 0.00 0.65 0.65 39.30 0.21 0.30 5.00 0.00 0.38 0.38 36.20 0.15 0.31 5.00 0.00 0.64 0.64 39. 35 0.22 0.30 5.00 0.00 0.38 0.38 36.25 0.15 0.31 5.00 0.00 0.63 0.63 39.40 0.22 0.30 5.00 0.00 0.38 0.38 36.30 0.15 0.31 5.00 0.00 0.63 0.63 39.45 0.22 0.30 5.00 0.00 0.37 0.37 36. 35 0.16 0.31 5.00 0.00 0.62 0.62 39. 50 0.22 0.30 5.00 0.00 0.37 0.37 36.40 0.16 0.31 5.00 0.00 0.62 0.62 39. 55 0.22 0.30 5.00 0.00 0.37 0.37 36.45 0.16 0.31 5.00 0.00 0.61 0.61 39. 60 0.22 0.30 5.00 0.00 0.37 0.37 36.50 0.16 0.31 5.00 0.00 0.60 0.60 39.65 0.22 0.30 5.00 0.00 0.37 0.37 36.55 0.16 0.31 5.00 0.00 0.60 0.60 39. 70 0.23 0.30 5.00 0.00 0.37 0.37 36.60 0.16 0.31 5.00 0.00 0.59 0.59 39.75 0.23 0.30 5.00 0.00 0.37 0.37 36.65 0.16 0.31 5.00 0.00 0.59 0.59 39.80 0.23 0.30 5.00 0.00 0.36 0.36 36.70 0.16 0.31 5.00 0.00 0.58 0.58 39.85 0.23 0.30 5.00 0.00 0.36 0.36 36.75 0.16 0.31 5.00 0.00 0.58 0.58 39.90 0.23 0.30 5.00 0.00 0.36 0.36 Page 13 Page 14 LB-2-dry sand LB-2-dry sand 39.95 0.23 0.30 5.00 0.00 0.36 0.36 43. 10 0.18 0.29 5.00 0.00 0.25 0.25 40.00 0.24 0.30 5.00 0.00 0.36 0.36 43.15 0.18 0.29 5.00 0.00 0.25 0.25 40.05 0.23 0.30 5.00 0.00 0.36 0.36 43. 20 0.18 0.29 5.00 0.00 0.25 0.25 40.10 0.23 0.30 5.00 0.00 0.36 0.36 43. 25 0.18 0.29 5.00 0.00 0.25 0.25 40.15 0.23 0.30 5.00 0.00 0.36 0.36 43. 30 0.18 0.29 5.00 0.00 0.25 0.25 40.20 0.23 0.30 5.00 0.00 0.35 0.35 43. 35 0.18 0.29 5.00 0.00 0.24 0.24 40.25 0.23 0.30 5.00 0.00 0.35 0.35 43. 40 0.18 0.29 5.00 0.00 0.24 0.24 40.30 0.23 0.30 5.00 0.00 0.35 0.35 43.45 0.18 0.29 5.00 0.00 0.24 0.24 40. 35 0.23 0.30 5.00 0.00 0.35 0.35 43. 50 0.18 0.29 5.00 0.00 0.24 0.24 40.40 0.23 0.30 5.00 0.00 0.35 0.35 43. 55 0.18 0.29 5.00 0.00 0.24 0.24 40.45 0.23 0.30 5.00 0.00 0.35 0.35 43. 60 0.18 0.29 5.00 0.00 0.23 0.23 40.50 0.23 0.30 5.00 0.00 0.35 0.35 43.65 0.18 0.29 5.00 0.00 0.23 0.23 40.55 0.22 0.30 5.00 0.00 0.34 0.34 43. 70 0.18 0.29 5.00 0.00 0.23 0.23 40.60 0.22 0.30 5.00 0.00 0.34 0.34 43. 75 0.18 0.29 5.00 0.00 0.23 0.23 40.65 0.22 0.30 5.00 0.00 0.34 0.34 43. 80 0.18 0.29 5.00 0.00 0.22 0.22 40.70 0.22 0.30 5.00 0.00 0.34 0.34 43. 85 0.18 0.29 5.00 0.00 0.22 0.22 40.75 0.22 0.30 5.00 0.00 0.34 0.34 43. 90 0.18 0.29 5.00 0.00 0.22 0.22 40.80 0.22 0.30 5.00 0.00 0.34 0.34 43. 95 0.18 0.29 5.00 0.00 0.22 0.22 40.85 0.22 0.30 5.00 0.00 0.34 0.34 44.00 0.18 0.29 5.00 0.00 0.22 0.22 40.90 0.22 0.30 5.00 0.00 0.33 0.33 44. 05 0.18 0.29 5.00 0.00 0.21 0.21 40.95 0.22 0.30 5.00 0.00 0.33 0.33 44. 10 0.17 0.29 5.00 0.00 0.21 0.21 41.00 0.22 0.29 5.00 0.00 0.33 0.33 44. 15 0.17 0.29 5.00 0.00 0.21 0.21 41.05 0.21 0.29 5.00 0.00 0.33 0.33 44. 20 0.17 0.29 5.00 0.00 0.21 0.21 41.10 0.21 0.29 5.00 0.00 0.33 0.33 44. 25 0.17 0.29 5.00 0.00 0.20 0.20 41.15 0.21 0.29 5.00 0.00 0.33 0.33 44. 30 0.17 0.29 5.00 0.00 0.20 0.20 41.20 0.21 0.29 5.00 0.00 0.33 0.33 44. 35 0.17 0.29 5.00 0.00 0.20 0.20 41.25 0.21 0.29 5.00 0.00 0.32 0.32 44. 40 0.17 0.29 5.00 0.00 0.20 0.20 41.30 0.21 0.29 5.00 0.00 0.32 0.32 44.45 0.17 0.29 5.00 0.00 0.19 0.19 41.35 0.21 0.29 5.00 0.00 0.32 0.32 44.50 0.17 0.28 5.00 0.00 0.19 0.19 41.40 0.21 0.29 5.00 0.00 0.32 0.32 44. 55 0.17 0.28 5.00 0.00 0.19 0.19 41.45 0.21 0.29 5.00 0.00 0.32 0.32 44. 60 0.17 0.28 5.00 0.00 0.19 0.19 41.50 0.21 0.29 5.00 0.00 0.32 0.32 44. 65 0.17 0.28 5.00 0.00 0.19 0.19 41.55 0.20 0.29 5.00 0.00 0.31 0.31 44. 70 0.17 0.28 5.00 0.00 0.18 0.18 41.60 0.20 0.29 5.00 0.00 0.31 0.31 44. 75 0.17 0.28 5.00 0.00 0.18 0.18 41.65 0.20 0.29 5.00 0.00 0.31 0.31 44. 80 0.17 0.28 5.00 0.00 0.18 0.18 41.70 0.20 0.29 5.00 0.00 0.31 0.31 44. 85 0.17 0.28 5.00 0.00 0.18 0.18 41.75 0.20 0.29 5.00 0.00 0.31 0.31 44. 90 0.17 0.28 5.00 0.00 0.17 0.17 41.80 0.20 0.29 5.00 0.00 0.31 0.31 44. 95 0.17 0.28 5.00 0.00 0.17 0.17 41.85 0.20 0.29 5.00 0.00 0.30 0.30 45. 00 0.17 0.28 5.00 0.00 0.17 0.17 41.90 0.20 0.29 5.00 0.00 0.30 0.30 45.05 2.00 0.28 5.00 0.00 0.17 0.17 41.95 0.20 0.29 5.00 0.00 0.30 0.30 45.10 2.00 0.28 5.00 0.00 0.17 0.17 42.00 0.20 0.29 5.00 0.00 0.30 0.30 45. 15 2.00 0.28 5.00 0.00 0.17 0.17 42.05 0.20 0.29 5.00 0.00 0.30 0.30 45. 20 2.00 0.28 5.00 0.00 0.17 0.17 42.10 0.19 0.29 5.00 0.00 0.29 0.29 45. 25 2.00 0.28 5.00 0.00 0.17 0.17 42.15 0.19 0.29 5.00 0.00 0.29 0.29 45. 30 2.00 0.28 5.00 0.00 0.17 0.17 42.20 0.19 0.29 5.00 0.00 0.29 0.29 45. 35 2.00 0.28 5.00 0.00 0.17 0.17 42.25 0.19 0.29 5.00 0.00 0.29 0.29 45. 40 2.00 0.28 5.00 0.00 0.17 0.17 42.30 0.19 0.29 5.00 0.00 0.29 0.29 45. 45 2.00 0.28 5.00 0.00 0.17 0.17 42. 35 0.19 0.29 5.00 0.00 0.29 0.29 45. 50 2.00 0.28 5.00 0.00 0.17 0.17 42.40 0.19 0.29 5.00 0.00 0.28 0.28 45. 55 2.00 0.28 5.00 0.00 0.17 0.17 42.45 0.19 0.29 5.00 0.00 0.28 0.28 45. 60 2.00 0.28 5.00 0.00 0.17 0.17 42.50 0.19 0.29 5.00 0.00 0.28 0.28 45. 65 2.00 0.28 5.00 0.00 0.17 0.17 42.55 0.19 0.29 5.00 0.00 0.28 0.28 45. 70 2.00 0.28 5.00 0.00 0.17 0.17 42.60 0.19 0.29 5.00 0.00 0.28 0.28 45. 75 2.00 0.28 5.00 0.00 0.17 0.17 42.65 0.19 0.29 5.00 0.00 0.27 0.27 45. 80 2.00 0.28 5.00 0.00 0.17 0.17 42.70 0.19 0.29 5.00 0.00 0.27 0.27 45. 85 2.00 0.28 5.00 0.00 0.17 0.17 42.75 0.19 0.29 5.00 0.00 0.27 0.27 45. 90 2.00 0.28 5.00 0.00 0.17 0.17 42.80 0.18 0.29 5.00 0.00 0.27 0.27 45. 95 2.00 0.28 5.00 0.00 0.17 0.17 42.85 0.18 0.29 5.00 0.00 0.27 0.27 46. 00 2.00 0.28 5.00 0.00 0.17 0.17 42.90 0.18 0.29 5.00 0.00 0.26 0.26 46. 05 2.00 0.28 5.00 0.00 0.17 0.17 42.95 0.18 0.29 5.00 0.00 0.26 0.26 46. 10 2.00 0.28 5.00 0.00 0.17 0.17 43.00 0.18 0.29 5.00 0.00 0.26 0.26 46.15 2.00 0.28 5.00 0.00 0.17 0.17 43. 05 0.18 0.29 5.00 0.00 0.26 0.26 46. 20 2.00 0.28 5.00 0.00 0.17 0.17 Page 15 Page 16 LB-2-dry sand 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.28 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 2.00 0.27 5.00 0.00 0.17 0.17 Page 17 LB-2-dry sand 49.40 2.00 0.27 5.00 0.00 0.17 0.17 49.45 2.00 0.27 5.00 0.00 0.17 0.17 49. 50 2.00 0.27 5.00 0.00 0.17 0.17 49.55 2.00 0.27 5.00 0.00 0.17 0.17 49. 60 2.00 0.27 5.00 0.00 0.17 0.17 49.65 2.00 0.27 5.00 0.00 0.17 0.17 49. 70 2.00 0.27 5.00 0.00 0.17 0.17 49.75 2.00 0.27 5.00 0.00 0.17 0.17 49. 80 2.00 0.27 5.00 0.00 0.17 0.17 49.85 2.00 0.27 5.00 0.00 0.17 0.17 49. 90 2.00 0.27 5.00 0.00 0.17 0.17 49.95 2.00 0.27 5.00 0.00 0.17 0.17 50. 00 2.00 0.27 5.00 0.00 0.17 0.17 50.05 0.11 0.27 5.00 0.00 0.17 0.17 50.10 0.11 0.27 5.00 0.00 0.16 0.16 50.15 0.11 0.27 5.00 0.00 0.15 0.15 50.20 0.11 0.27 5.00 0.00 0.15 0.15 50.25 0.11 0.27 5.00 0.00 0.14 0.14 50.30 0.11 0.27 5.00 0.00 0.14 0.14 50.35 0.11 0.27 5.00 0.00 0.13 0.13 50.40 0.11 0.27 5.00 0.00 0.13 0.13 50.45 0.11 0.27 5.00 0.00 0.12 0.12 50.50 0.11 0.27 5.00 0.00 0.11 0.11 50.55 0.11 0.27 5.00 0.00 0.11 0.11 50.60 0.11 0.27 5.00 0.00 0.10 0.10 50.65 0.11 0.27 5.00 0.00 0.10 0.10 50. 70 0.11 0.27 5.00 0.00 0.09 0.09 50. 75 0.11 0.27 5.00 0.00 0.09 0.09 50. 80 0.11 0.27 5.00 0.00 0.08 0.08 50. 85 0.11 0.27 5.00 0.00 0.07 0.07 50. 90 0.11 0.27 5.00 0.00 0.07 0.07 50. 95 0.11 0.27 5.00 0.00 0.06 0.06 51.00 0.11 0.27 5.00 0.00 0.06 0.06 51.05 0.11 0.27 5.00 0.00 0.05 0.05 51.10 0.11 0.27 5.00 0.00 0.05 0.05 51.15 0.11 0.27 5.00 0.00 0.04 0.04 51. 20 0.11 0.27 5.00 0.00 0.03 0.03 51.25 0.11 0.27 5.00 0.00 0.03 0.03 51.30 0.11 0.27 5.00 0.00 0.02 0.02 51.35 0.11 0.27 5.00 0.00 0.02 0.02 51.40 0.11 0.27 5.00 0.00 0.01 0.01 51.45 0.11 0.27 5.00 0.00 0.01 0.01 51.50 0.11 0.26 5.00 0.00 0.00 0.00 a F.S.<1, Liquefaction Potential zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Depth = ft, Stress or Pressure = atm (ts f), Unit Weight = pcf, Settlement = in. 1 atm (atmosphere) - 1 tst (ton/tt2) CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.-CRRm/CSRsf S-sat Settlement from saturated sands S-dry Settlement from Unsaturated Sands S-all Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 18 LIQUEFACTION ANALYSIS 12126.001 Kimley-Horn Mainlalace Hote Ho=L Water Depth=60ft Surface Elev.=ld9 Magnitude=1 Acceleration=0.Ug 9ia"--ram �r r.van =m.., na mJ: orr� m 11 e aw r aw -4941 41 w •' S � A.e.ezarrrwwxm+raaea wua.,e — a o e Lei9M1bn CoreulErg,lnc. Led Plate A-1 LB-4-dry-settlement LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltechsoftware.com Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to , 12/20/2018 4:30:52 PM Input File Name: P:\INFOCUS PROJECTSX12001-1250OX12126 Kimley-Horn Main Place\001/Analyses\Liquefaction Analysis/LiquefyPrO/122018/LB-4-dry-settlement liq Title: 12126.001 Kimley-Horn MainPlace Subtitle: Le-4 Surface Elev.-149 Hole No. -LB-4 Depth of Hole- 51.50 ft water Table during Earthquake- 60. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration- 0.54 g Earthquake Magnitude- 7.00 Input Data: Surface Elev.-149 Hole No. -LB-4 Depth of Hole=51.50 ft water Table during Earthquake- 60. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration-0.54 g Earthquake Magnitude-7.00 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Tokimatsu, M-correction 3. Fines Correction for Liquefaction: Idri ss/Seed 4. Fine Correction for Settlement: During Liquefaction* 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, Ce - 1.38 ]. Borehole Diameter, Cb= 1 S. Sampling Method, Cs- 1.2 9. User request factor of safety (apply to CSR) , User- 1 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gamma Fines ft pcf % 0.00 26.00 120.00 15.00 7.50 18.00 120. 00 15.00 10.00 3.00 120.00 35.00 12.50 6.00 120.00 35.00 15.00 6.00 120.00 35.00 17.50 10.00 120. 00 35.00 20.00 8.00 120.00 35.00 22.50 9.00 120.00 35.00 25.00 11.00 120.00 35.00 27.50 10.00 120.00 35.00 Page LB-4-dry-settlement 30.00 6.00 120.00 NoLiq 32.50 7.00 120.00 NoLiq 35.00 26.00 120.00 5.00 37.50 30.00 120.00 5.00 40.00 41.00 120.00 5.00 42.50 68.00 120.00 5.00 45.00 34.00 120.00 5.00 47.50 41.00 120.00 5.00 50.00 47.00 120.00 5.00 Output Results: Settlement of Saturated Sands-0.00 in. Settlement of Unsaturated Sands-0.80 in. Total Settlement of Saturated and Unsaturated Sands-0.80 in. Differential Settlement=0.399 to 0.527 in. Depth CRRm CSRfs F.S. S-sat. S_dry Sall ft in. in. in. 0.00 2.39 0.35 5.00 0.00 0.80 0.80 0.05 2.39 0.35 5.00 0.00 0.80 0.80 0.10 2.39 0.35 5.00 0.00 0.80 0.80 0.15 2.39 0.35 5.00 0.00 0.80 0.80 0.20 2.39 0.35 5.00 0.00 0.80 0.80 0.25 2.39 0.35 5.00 0.00 0.80 0.80 0.30 2.39 0.35 5.00 0.00 0.80 0.80 0.35 2.39 0.35 5.00 0.00 0.80 0.80 0.40 2.39 0.35 5.00 0.00 0.80 0.80 0.45 2.39 0.35 5.00 0.00 0.80 0.80 0.50 2.39 0.35 5.00 0.00 0.80 0.80 0.55 2.39 0.35 5.00 0.00 0.80 0.80 0.60 2.39 0.35 5.00 0.00 0.80 0.80 0.65 2.39 0.35 5.00 0.00 0.80 0.80 0.70 2.39 0.35 5.00 0.00 0.80 0.80 0.75 2.39 0.35 5.00 0.00 0.80 0.80 0.80 2.39 0.35 5.00 0.00 0.80 0.80 0.85 2.39 0.35 5.00 0.00 0.80 0.80 0.90 2.39 0.35 5.00 0.00 0.80 0.80 0.95 2.39 0.35 5.00 0.00 0.80 0.80 1.00 2.39 0.35 5.00 0.00 0.80 0.80 1.05 2.39 0.35 5.00 0.00 0.80 0.80 1.10 2.39 0.35 5.00 0.00 0.80 0.80 1.15 2.39 0.35 5.00 0.00 0.80 0.80 1.20 2.39 0.35 5.00 0.00 0.80 0.80 1.25 2.39 0.35 5.00 0.00 0.80 0.80 1.30 2.39 0.35 5.00 0.00 0.80 0.80 1.35 2.39 0.35 5.00 0.00 0.80 0.80 1.40 2.39 0.35 5.00 0.00 0.80 0.80 1.45 2.39 0.35 5.00 0.00 0.80 0.80 1.50 2.39 0.35 5.00 0.00 0.80 0.80 1.55 2.39 0.35 5.00 0.00 0.80 0.80 1.60 2.39 0.35 5.00 0.00 0.80 0.80 1.65 2.39 0.35 5.00 0.00 0.80 0.80 1.70 2.39 0.35 5.00 0.00 0.80 0.80 1.75 2.39 0.35 5.00 0.00 0.80 0.80 1.80 2.39 0.35 5.00 0.00 0.80 0.80 1.85 2.39 0.35 5.00 0.00 0.80 0.80 1.90 2.39 0.35 5.00 0.00 0.80 0.80 1.95 2.39 0.35 5.00 0.00 0.80 0.80 2.00 2.39 0.35 5.00 0.00 0.80 0.80 2.05 2.39 0.35 5.00 0.00 0.80 0.80 2.10 2.39 0.35 5.00 0.00 0.80 0.80 Page 2 LB-4-dry-settlement LB-4-dry-settlement 2.15 2.39 0.35 5.00 0.00 0.80 0.80 5.30 2.39 0.35 5.00 0.00 0.79 0.79 2.20 2.39 0.35 5.00 0.00 0.80 0.80 5.35 2.39 0.35 5.00 0.00 0.79 0.79 2.25 2.39 0.35 5.00 0.00 0.80 0.80 5.40 2.39 0.35 5.00 0.00 0.79 0.79 2.30 2.39 0.35 5.00 0.00 0.80 0.80 5.45 2.39 0.35 5.00 0.00 0.79 0.79 2.35 2.39 0.35 5.00 0.00 0.80 0.80 5.50 2.39 0.35 5.00 0.00 0.79 0.79 2.40 2.39 0.35 5.00 0.00 0.80 0.80 5.55 2.39 0.35 5.00 0.00 0.79 0.79 2.45 2.39 0.35 5.00 0.00 0.80 0.80 5.60 2.39 0.35 5.00 0.00 0.79 0.79 2.50 2.39 0.35 5.00 0.00 0.80 0.80 5.65 2.39 0.35 5.00 0.00 0.79 0.79 2.55 2.39 0.35 5.00 0.00 0.80 0.80 5.70 2.39 0.35 5.00 0.00 0.79 0.79 2.60 2.39 0.35 5.00 0.00 0.80 0.80 5.75 2.39 0.35 5.00 0.00 0.79 0.79 2.65 2.39 0.35 5.00 0.00 0.80 0.80 5.80 2.39 0.35 5.00 0.00 0.79 0.79 2.70 2.39 0.35 5.00 0.00 0.80 0.80 5.85 2.39 0.35 5.00 0.00 0.79 0.79 2.75 2.39 0.35 5.00 0.00 0.80 0.80 5.90 2.39 0.35 5.00 0.00 0.79 0.79 2.80 2.39 0.35 5.00 0.00 0.80 0.80 5.95 2.39 0.35 5.00 0.00 0.79 0.79 2.85 2.39 0.35 5.00 0.00 0.80 0.80 6.00 2.39 0.35 5.00 0.00 0.79 0.79 2.90 2.39 0.35 5.00 0.00 0.80 0.80 6.05 2.39 0.35 5.00 0.00 0.79 0.79 2.95 2.39 0.35 5.00 0.00 0.80 0.80 6.10 2.39 0.35 5.00 0.00 0.79 0.79 3.00 2.39 0.35 5.00 0.00 0.80 0.80 6.15 2.39 0.35 5.00 0.00 0.79 0.79 3.05 2.39 0.35 5.00 0.00 0.80 0.80 6.20 2.39 0.35 5.00 0.00 0.79 0.79 3.10 2.39 0.35 5.00 0.00 0.80 0.80 6.25 2.39 0.35 5.00 0.00 0.79 0.79 3.15 2.39 0.35 5.00 0.00 0.80 0.80 6.30 2.39 0.35 5.00 0.00 0.79 0.79 3.20 2.39 0.35 5.00 0.00 0.80 0.80 6.35 2.39 0.35 5.00 0.00 0.79 0.79 3.25 2.39 0.35 5.00 0.00 0.80 0.80 6.40 2.39 0.35 5.00 0.00 0.79 0.79 3.30 2.39 0.35 5.00 0.00 0.79 0.79 6.45 2.39 0.35 5.00 0.00 0.79 0.79 3.35 2.39 0.35 5.00 0.00 0.79 0.79 6.50 2.39 0.35 5.00 0.00 0.79 0.79 3.40 2.39 0.35 5.00 0.00 0.79 0.79 6.55 2.39 0.35 5.00 0.00 0.79 0.79 3.45 2.39 0.35 5.00 0.00 0.79 0.79 6.60 2.39 0.35 5.00 0.00 0.79 0.79 3.50 2.39 0.35 5.00 0.00 0.79 0.79 6.65 2.39 0.35 5.00 0.00 0.79 0.79 3.55 2.39 0.35 5.00 0.00 0.79 0.79 6.70 2.39 0.35 5.00 0.00 0.79 0.79 3.60 2.39 0.35 5.00 0.00 0.79 0.79 6.75 2.39 0.35 5.00 0.00 0.79 0.79 3.65 2.39 0.35 5.00 0.00 0.79 0.79 6.80 2.39 0.35 5.00 0.00 0.79 0.79 3.70 2.39 0.35 5.00 0.00 0.79 0.79 6.85 2.39 0.35 5.00 0.00 0.79 0.79 3.75 2.39 0.35 5.00 0.00 0.79 0.79 6.90 2.39 0.35 5.00 0.00 0.79 0.79 3.80 2.39 0.35 5.00 0.00 0.79 0.79 6.95 2.39 0.35 5.00 0.00 0.79 0.79 3.85 2.39 0.35 5.00 0.00 0.79 0.79 7.00 2.39 0.35 5.00 0.00 0.79 0.79 3.90 2.39 0.35 5.00 0.00 0.79 0.79 7.05 2.39 0.35 5.00 0.00 0.79 0.79 3.95 2.39 0.35 5.00 0.00 0.79 0.79 7.10 2.39 0.35 5.00 0.00 0.79 0.79 4.00 2.39 0.35 5.00 0.00 0.79 0.79 7.15 2.39 0.35 5.00 0.00 0.79 0.79 4.05 2.39 0.35 5.00 0.00 0.79 0.79 7.20 2.39 0.35 5.00 0.00 0.79 0.79 4.10 2.39 0.35 5.00 0.00 0.79 0.79 7.25 2.39 0.35 5.00 0.00 0.79 0.79 4.15 2.39 0.35 5.00 0.00 0.79 0.79 7.30 2.39 0.35 5.00 0.00 0.79 0.79 4.20 2.39 0.35 5.00 0.00 0.79 0.79 7.35 2.39 0.34 5.00 0.00 0.79 0.79 4.25 2.39 0.35 5.00 0.00 0.79 0.79 7.40 2.39 0.34 5.00 0.00 0.79 0.79 4.30 2.39 0.35 5.00 0.00 0.79 0.79 7.45 2.39 0.34 5.00 0.00 0.79 0.79 4.35 2.39 0.35 5.00 0.00 0.79 0.79 7.50 2.39 0.34 5.00 0.00 0.79 0.79 4.40 2.39 0.35 5.00 0.00 0.79 0.79 7.55 2.39 0.34 5.00 0.00 0.79 0.79 4.45 2.39 0.35 5.00 0.00 0.79 0.79 7.60 2.39 0.34 5.00 0.00 0.79 0.79 4.50 2.39 0.35 5.00 0.00 0.79 0.79 7.65 2.39 0.34 5.00 0.00 0.79 0.79 4.55 2.39 0.35 5.00 0.00 0.79 0.79 7.70 2.39 0.34 5.00 0.00 0.79 0.79 4.60 2.39 0.35 5.00 0.00 0.79 0.79 7.75 2.39 0.34 5.00 0.00 0.79 0.79 4.65 2.39 0.35 5.00 0.00 0.79 0.79 7.80 2.39 0.34 5.00 0.00 0.79 0.79 4.70 2.39 0.35 5.00 0.00 0.79 0.79 7.85 2.39 0.34 5.00 0.00 0.79 0.79 4.75 2.39 0.35 5.00 0.00 0.79 0.79 7.90 2.39 0.34 5.00 0.00 0.79 0.79 4.80 2.39 0.35 5.00 0.00 0.79 0.79 7.95 2.39 0.34 5.00 0.00 0.78 0.78 4.85 2.39 0.35 5.00 0.00 0.79 0.79 8.00 2.39 0.34 5.00 0.00 0.78 0.78 4.90 2.39 0.35 5.00 0.00 0.79 0.79 8.05 2.39 0.34 5.00 0.00 0.78 0.78 4.95 2.39 0.35 5.00 0.00 0.79 0.79 8.10 2.39 0.34 5.00 0.00 0.78 0.78 5.00 2.39 0.35 5.00 0.00 0.79 0.79 8.15 2.39 0.34 5.00 0.00 0.78 0.78 5.05 2.39 0.35 5.00 0.00 0.79 0.79 8.20 2.39 0.34 5.00 0.00 0.78 0.78 5.10 2.39 0.35 5.00 0.00 0.79 0.79 8.25 2.39 0.34 5.00 0.00 0.78 0.78 5.15 2.39 0.35 5.00 0.00 0.79 0.79 8.30 2.39 0.34 5.00 0.00 0.78 0.78 5.20 2.39 0.35 5.00 0.00 0.79 0.79 8.35 2.39 0.34 5.00 0.00 0.78 0.78 5.25 2.39 0.35 5.00 0.00 0.79 0.79 8.40 2.39 0.34 5.00 0.00 0.78 0.78 Page 3 Page 4 LB-4-dry-settlement LB-4-dry-settlement 8.45 2.39 0.34 5.00 0.00 0.78 0.78 11. 60 0.19 0.34 5.00 0.00 0.69 0.69 8.50 0.57 0.34 5.00 0.00 0.78 0.78 11.65 0.19 0.34 5.00 0.00 0.69 0.69 8.55 0.48 0.34 5.00 0.00 0.78 0.78 11.70 0.20 0.34 5.00 0.00 0.69 0.69 8.60 0.44 0.34 5.00 0.00 0.78 0.78 11. 75 0.20 0.34 5.00 0.00 0.68 0.68 8.65 0.42 0.34 5.00 0.00 0.78 0.78 11.80 0.20 0.34 5.00 0.00 0.68 0.68 8.70 0.40 0.34 5.00 0.00 0.78 0.78 11. 85 0.20 0.34 5.00 0.00 0.68 0.68 8.75 0.38 0.34 5.00 0.00 0.78 0.78 11.90 0.20 0.34 5.00 0.00 0.68 0.68 8.80 0.37 0.34 5.00 0.00 0.78 0.78 11.95 0.20 0.34 5.00 0.00 0.68 0.68 8.85 0.35 0.34 5.00 0.00 0.78 0.78 12.00 0.20 0.34 5.00 0.00 0.68 0.68 8.90 0.34 0.34 5.00 0.00 0.78 0.78 12.05 0.20 0.34 5.00 0.00 0.67 0.67 8.95 0.33 0.34 5.00 0.00 0.78 0.78 12.10 0.21 0.34 5.00 0.00 0.67 0.67 9.00 0.32 0.34 5.00 0.00 0.78 0.78 12. 15 0.21 0.34 5.00 0.00 0.67 0.67 9.05 0.31 0.34 5.00 0.00 0.78 0.78 12. 20 0.21 0.34 5.00 0.00 0.67 0.67 9.10 0.30 0.34 5.00 0.00 0.78 0.78 12.25 0.21 0.34 5.00 0.00 0.67 0.67 9.15 0.29 0.34 5.00 0.00 0.78 0.78 12.30 0.21 0.34 5.00 0.00 0.67 0.67 9.20 0.28 0.34 5.00 0.00 0.78 0.78 12. 35 0.21 0.34 5.00 0.00 0.66 0.66 9.25 0.27 0.34 5.00 0.00 0.78 0.78 12. 40 0.21 0.34 5.00 0.00 0.66 0.66 9.30 0.26 0.34 5.00 0.00 0.78 0.78 12. 45 0.21 0.34 5.00 0.00 0.66 0.66 9.35 0.25 0.34 5.00 0.00 0.77 0.77 12.50 0.22 0.34 5.00 0.00 0.66 0.66 9.40 0.24 0.34 5.00 0.00 0.77 0.77 12.55 0.21 0.34 5.00 0.00 0.66 0.66 9.45 0.24 0.34 5.00 0.00 0.77 0.77 12.60 0.21 0.34 5.00 0.00 0.66 0.66 9.50 0.23 0.34 5.00 0.00 0.77 0.77 12. 65 0.21 0.34 5.00 0.00 0.66 0.66 9.55 0.22 0.34 5.00 0.00 0.77 0.77 12.70 0.21 0.34 5.00 0.00 0.65 0.65 9.60 0.21 0.34 5.00 0.00 0.77 0.77 12.75 0.21 0.34 5.00 0.00 0.65 0.65 9.65 0.20 0.34 5.00 0.00 0.77 0.77 12. 80 0.21 0.34 5.00 0.00 0.65 0.65 9.70 0.20 0.34 5.00 0.00 0.77 0.77 12. 85 0.21 0.34 5.00 0.00 0.65 0.65 9.75 0.19 0.34 5.00 0.00 0.77 0.77 12.90 0.21 0.34 5.00 0.00 0.65 0.65 9.80 0.18 0.34 5.00 0.00 0.77 0.77 12.95 0.21 0.34 5.00 0.00 0.65 0.65 9.85 0.17 0.34 5.00 0.00 0.76 0.76 13. 00 0.21 0.34 5.00 0.00 0.64 0.64 9.90 0.16 0.34 5.00 0.00 0.76 0.76 13. 05 0.21 0.34 5.00 0.00 0.64 0.64 9.95 0.16 0.34 5.00 0.00 0.76 0.76 13. 10 0.21 0.34 5.00 0.00 0.64 0.64 10.00 0.15 0.34 5.00 0.00 0.76 0.76 13.15 0.21 0.34 5.00 0.00 0.64 0.64 10.05 0.15 0.34 5.00 0.00 0.76 0.76 13. 20 0.21 0.34 5.00 0.00 0.64 0.64 10.10 0.15 0.34 5.00 0.00 0.75 0.75 13.25 0.21 0.34 5.00 0.00 0.64 0.64 10.15 0.15 0.34 5.00 0.00 0.75 0.75 13.30 0.21 0.34 5.00 0.00 0.63 0.63 10.20 0.15 0.34 5.00 0.00 0.75 0.75 13.35 0.21 0.34 5.00 0.00 0.63 0.63 10.25 0.16 0.34 5.00 0.00 0.75 0.75 13. 40 0.21 0.34 5.00 0.00 0.63 0.63 10. 30 0.16 0.34 5.00 0.00 0.74 0.74 13. 45 0.21 0.34 5.00 0.00 0.63 0.63 10. 35 0.16 0.34 5.00 0.00 0.74 0.74 13. 50 0.21 0.34 5.00 0.00 0.63 0.63 10.40 0.16 0.34 5.00 0.00 0.74 0.74 13. 55 0.21 0.34 5.00 0.00 0.62 0.62 10.45 0.16 0.34 5.00 0.00 0.74 0.74 13. 60 0.21 0.34 5.00 0.00 0.62 0.62 10.50 0.16 0.34 5.00 0.00 0.73 0.73 13. 65 0.21 0.34 5.00 0.00 0.62 0.62 10.55 0.16 0.34 5.00 0.00 0.73 0.73 13. 70 0.21 0.34 5.00 0.00 0.62 0.62 10.60 0.17 0.34 5.00 0.00 0.73 0.73 13. 75 0.21 0.34 5.00 0.00 0.62 0.62 10.65 0.17 0.34 5.00 0.00 0.73 0.73 13. 80 0.21 0.34 5.00 0.00 0.62 0.62 10.70 0.17 0.34 5.00 0.00 0.73 0.73 13.85 0.21 0.34 5.00 0.00 0.61 0.61 10.75 0.17 0.34 5.00 0.00 0.72 0.72 13.90 0.21 0.34 5.00 0.00 0.61 0.61 10.80 0.17 0.34 5.00 0.00 0.72 0.72 13.95 0.21 0.34 5.00 0.00 0.61 0.61 10.85 0.17 0.34 5.00 0.00 0.72 0.72 14.00 0.21 0.34 5.00 0.00 0.61 0.61 10.90 0.17 0.34 5.00 0.00 0.72 0.72 14.05 0.21 0.34 5.00 0.00 0.61 0.61 10.95 0.18 0.34 5.00 0.00 0.71 0.71 14.10 0.21 0.34 5.00 0.00 0.60 0.60 11.00 0.18 0.34 5.00 0.00 0.71 0.71 14.15 0.21 0.34 5.00 0.00 0.60 0.60 11.05 0.18 0.34 5.00 0.00 0.71 0.71 14.20 0.21 0.34 5.00 0.00 0.60 0.60 11.10 0.18 0.34 5.00 0.00 0.71 0.71 14.25 0.21 0.34 5.00 0.00 0.60 0.60 11.15 0.18 0.34 5.00 0.00 0.71 0.71 14.30 0.21 0.34 5.00 0.00 0.59 0.59 11.20 0.18 0.34 5.00 0.00 0.70 0.70 14. 35 0.21 0.34 5.00 0.00 0.59 0.59 11.25 0.18 0.34 5.00 0.00 0.70 0.70 14. 40 0.20 0.34 5.00 0.00 0.59 0.59 11.30 0.19 0.34 5.00 0.00 0.70 0.70 14.45 0.20 0.34 5.00 0.00 0.59 0.59 11.35 0.19 0.34 5.00 0.00 0.70 0.70 14.50 0.20 0.34 5.00 0.00 0.59 0.59 11.40 0.19 0.34 5.00 0.00 0.70 0.70 14. 55 0.20 0.34 5.00 0.00 0.58 0.58 11.45 0.19 0.34 5.00 0.00 0.70 0.70 14. 60 0.20 0.34 5.00 0.00 0.58 0.58 11.50 0.19 0.34 5.00 0.00 0.69 0.69 14.65 0.20 0.34 5.00 0.00 0.58 0.58 11.55 0.19 0.34 5.00 0.00 0.69 0.69 14.70 0.20 0.34 5.00 0.00 0.58 0.58 Page 5 Page 6 LB-4-dry-settlement LB-4-dry-settlement 14.75 0.20 0.34 5.00 0.00 0.57 0.57 17.90 0.30 0.34 5.00 0.00 0.48 0.48 14.80 0.22 0.34 5.00 0.00 0.57 0.57 17.95 0.29 0.34 5.00 0.00 0.48 0.48 14.85 0.22 0.34 5.00 0.00 0.57 0.57 18. 00 0.29 0.34 5.00 0.00 0.48 0.48 14.90 0.22 0.34 5.00 0.00 0.57 0.57 18. 05 0.29 0.34 5.00 0.00 0.47 0.47 14.95 0.22 0.34 5.00 0.00 0.57 0.57 18. 10 0.29 0.34 5.00 0.00 0.47 0.47 15.00 0.22 0.34 5.00 0.00 0.56 0.56 18. 15 0.29 0.34 5.00 0.00 0.47 0.47 15. 05 0.22 0.34 5.00 0.00 0.56 0.56 18. 20 0.29 0.34 5.00 0.00 0.47 0.47 15.10 0.22 0.34 5.00 0.00 0.56 0.56 18. 25 0.29 0.34 5.00 0.00 0.47 0.47 15.15 0.22 0.34 5.00 0.00 0.56 0.56 18. 30 0.28 0.34 5.00 0.00 0.47 0.47 15.20 0.23 0.34 5.00 0.00 0.56 0.56 18.35 0.28 0.34 5.00 0.00 0.47 0.47 15.25 0.23 0.34 5.00 0.00 0.55 0.55 18.40 0.28 0.34 5.00 0.00 0.46 0.46 15.30 0.23 0.34 5.00 0.00 0.55 0.55 18. 45 0.28 0.34 5.00 0.00 0.46 0.46 15.35 0.23 0.34 5.00 0.00 0.55 0.55 18.50 0.28 0.34 5.00 0.00 0.46 0.46 15.40 0.23 0.34 5.00 0.00 0.55 0.55 18.55 0.28 0.34 5.00 0.00 0.46 0.46 15.45 0.23 0.34 5.00 0.00 0.55 0.55 18.60 0.28 0.34 5.00 0.00 0.46 0.46 15.50 0.24 0.34 5.00 0.00 0.54 0.54 18. 65 0.27 0.34 5.00 0.00 0.46 0.46 15.55 0.24 0.34 5.00 0.00 0.54 0.54 18. 70 0.27 0.34 5.00 0.00 0.45 0.45 15.60 0.24 0.34 5.00 0.00 0.54 0.54 18. 75 0.27 0.34 5.00 0.00 0.45 0.45 15.65 0.24 0.34 5.00 0.00 0.54 0.54 18. 80 0.27 0.34 5.00 0.00 0.45 0.45 15.70 0.24 0.34 5.00 0.00 0.54 0.54 18. 85 0.27 0.34 5.00 0.00 0.45 0.45 15.75 0.24 0.34 5.00 0.00 0.54 0.54 18. 90 0.27 0.34 5.00 0.00 0.45 0.45 15.80 0.25 0.34 5.00 0.00 0.53 0.53 18.95 0.27 0.34 5.00 0.00 0.45 0.45 15.85 0.25 0.34 5.00 0.00 0.53 0.53 19. 00 0.27 0.34 5.00 0.00 0.44 0.44 15.90 0.25 0.34 5.00 0.00 0.53 0.53 19.05 0.26 0.34 5.00 0.00 0.44 0.44 15.95 0.25 0.34 5.00 0.00 0.53 0.53 19.10 0.26 0.34 5.00 0.00 0.44 0.44 16.00 0.25 0.34 5.00 0.00 0.53 0.53 19. 15 0.26 0.34 5.00 0.00 0.44 0.44 16.05 0.25 0.34 5.00 0.00 0.53 0.53 19. 20 0.26 0.34 5.00 0.00 0.44 0.44 16.10 0.26 0.34 5.00 0.00 0.53 0.53 19.25 0.26 0.34 5.00 0.00 0.43 0.43 16.15 0.26 0.34 5.00 0.00 0.52 0.52 19.30 0.26 0.34 5.00 0.00 0.43 0.43 16.20 0.26 0.34 5.00 0.00 0.52 0.52 19.35 0.26 0.34 5.00 0.00 0.43 0.43 16.25 0.26 0.34 5.00 0.00 0.52 0.52 19.40 0.26 0.34 5.00 0.00 0.43 0.43 16.30 0.26 0.34 5.00 0.00 0.52 0.52 19.45 0.25 0.34 5.00 0.00 0.43 0.43 16.35 0.27 0.34 5.00 0.00 0.52 0.52 19.50 0.25 0.34 5.00 0.00 0.43 0.43 16.40 0.27 0.34 5.00 0.00 0.52 0.52 19.55 0.25 0.34 5.00 0.00 0.43 0.43 16.45 0.27 0.34 5.00 0.00 0.51 0.51 19.60 0.25 0.33 5.00 0.00 0.43 0.43 16.50 0.27 0.34 5.00 0.00 0.51 0.51 19.65 0.25 0.33 5.00 0.00 0.43 0.43 16.55 0.27 0.34 5.00 0.00 0.51 0.51 19.70 0.25 0.33 5.00 0.00 0.42 0.42 16.60 0.27 0.34 5.00 0.00 0.51 0.51 19.75 0.25 0.33 5.00 0.00 0.42 0.42 16.65 0.28 0.34 5.00 0.00 0.51 0.51 19.80 0.25 0.33 5.00 0.00 0.42 0.42 16.70 0.28 0.34 5.00 0.00 0.51 0.51 19.85 0.25 0.33 5.00 0.00 0.42 0.42 16.75 0.28 0.34 5.00 0.00 0.51 0.51 19. 90 0.24 0.33 5.00 0.00 0.42 0.42 16.80 0.28 0.34 5.00 0.00 0.51 0.51 19. 95 0.24 0.33 5.00 0.00 0.42 0.42 16.85 0.28 0.34 5.00 0.00 0.50 0.50 20. 00 0.24 0.33 5.00 0.00 0.42 0.42 16.90 0.29 0.34 5.00 0.00 0.50 0.50 20. 05 0.24 0.33 5.00 0.00 0.42 0.42 16.95 0.29 0.34 5.00 0.00 0.50 0.50 20. 10 0.24 0.33 5.00 0.00 0.42 0.42 17.00 0.29 0.34 5.00 0.00 0.50 0.50 20. 15 0.24 0.33 5.00 0.00 0.41 0.41 17.05 0.29 0.34 5.00 0.00 0.50 0.50 20. 20 0.24 0.33 5.00 0.00 0.41 0.41 17.10 0.29 0.34 5.00 0.00 0.50 0.50 20. 25 0.24 0.33 5.00 0.00 0.41 0.41 17.15 0.30 0.34 5.00 0.00 0.50 0.50 20. 30 0.24 0.33 5.00 0.00 0.41 0.41 17.20 0.30 0.34 5.00 0.00 0.50 0.50 20. 35 0.24 0.33 5.00 0.00 0.41 0.41 17.25 0.30 0.34 5.00 0.00 0.49 0.49 20. 40 0.24 0.33 5.00 0.00 0.41 0.41 17.30 0.30 0.34 5.00 0.00 0.49 0.49 20. 45 0.24 0.33 5.00 0.00 0.41 0.41 17.35 0.30 0.34 5.00 0.00 0.49 0.49 20. 50 0.24 0.33 5.00 0.00 0.41 0.41 17.40 0.30 0.34 5.00 0.00 0.49 0.49 20. 55 0.24 0.33 5.00 0.00 0.40 0.40 17.45 0.31 0.34 5.00 0.00 0.49 0.49 20. 60 0.24 0.33 5.00 0.00 0.40 0.40 17.50 0.31 0.34 5.00 0.00 0.49 0.49 20. 65 0.24 0.33 5.00 0.00 0.40 0.40 17.55 0.31 0.34 5.00 0.00 0.49 0.49 20. 70 0.24 0.33 5.00 0.00 0.40 0.40 17.60 0.31 0.34 5.00 0.00 0.49 0.49 20. 75 0.25 0.33 5.00 0.00 0.40 0.40 17.65 0.30 0.34 5.00 0.00 0.48 0.48 20. 80 0.25 0.33 5.00 0.00 0.40 0.40 17.70 0.30 0.34 5.00 0.00 0.48 0.48 20. 85 0.25 0.33 5.00 0.00 0.40 0.40 17.75 0.30 0.34 5.00 0.00 0.48 0.48 20. 90 0.25 0.33 5.00 0.00 0.40 0.40 17.80 0.30 0.34 5.00 0.00 0.48 0.48 20. 95 0.25 0.33 5.00 0.00 0.39 0.39 17.85 0.30 0.34 5.00 0.00 0.48 0.48 21. 00 0.25 0.33 5.00 0.00 0.39 0.39 Page 7 Page 8 LB-4-dry-settlement LB-4-dry-settlement 21. 05 0.25 0.33 5.00 0.00 0.39 0.39 24. 20 0.28 0.33 5.00 0.00 0.32 0.32 21.10 0.25 0.33 5.00 0.00 0.39 0.39 24. 25 0.28 0.33 5.00 0.00 0.31 0.31 21.15 0.25 0.33 5.00 0.00 0.39 0.39 24. 30 0.28 0.33 5.00 0.00 0.31 0.31 21.20 0.25 0.33 5.00 0.00 0.39 0.39 24. 35 0.28 0.33 5.00 0.00 0.31 0.31 21.25 0.25 0.33 5.00 0.00 0.39 0.39 24. 40 0.28 0.33 5.00 0.00 0.31 0.31 21.30 0.25 0.33 5.00 0.00 0.39 0.39 24. 45 0.28 0.33 5.00 0.00 0.31 0.31 21.35 0.25 0.33 5.00 0.00 0.38 0.38 24. 50 0.28 0.33 5.00 0.00 0.31 0.31 21.40 0.25 0.33 5.00 0.00 0.38 0.38 24. 55 0.28 0.33 5.00 0.00 0.31 0.31 21. 45 0.25 0.33 5.00 0.00 0.38 0.38 24. 60 0.28 0.33 5.00 0.00 0.31 0.31 21.50 0.25 0.33 5.00 0.00 0.38 0.38 24. 65 0.28 0.33 5.00 0.00 0.31 0.31 21.55 0.25 0.33 5.00 0.00 0.38 0.38 24. 70 0.28 0.33 5.00 0.00 0.30 0.30 21.60 0.25 0.33 5.00 0.00 0.38 0.38 24. 75 0.28 0.33 5.00 0.00 0.30 0.30 21.65 0.25 0.33 5.00 0.00 0.38 0.38 24. 80 0.28 0.33 5.00 0.00 0.30 0.30 21.70 0.25 0.33 5.00 0.00 0.38 0.38 24. 85 0.28 0.33 5.00 0.00 0.30 0.30 21.75 0.25 0.33 5.00 0.00 0.37 0.37 24. 90 0.28 0.33 5.00 0.00 0.30 0.30 21.80 0.25 0.33 5.00 0.00 0.37 0.37 24.95 0.29 0.33 5.00 0.00 0.30 0.30 21.85 0.25 0.33 5.00 0.00 0.37 0.37 25. 00 0.29 0.33 5.00 0.00 0.30 0.30 21.90 0.25 0.33 5.00 0.00 0.37 0.37 25. 05 0.28 0.33 5.00 0.00 0.30 0.30 21.95 0.25 0.33 5.00 0.00 0.37 0.37 25. 10 0.28 0.33 5.00 0.00 0.30 0.30 22.00 0.25 0.33 5.00 0.00 0.37 0.37 25. 15 0.28 0.33 5.00 0.00 0.29 0.29 22.05 0.25 0.33 5.00 0.00 0.37 0.37 25. 20 0.28 0.33 5.00 0.00 0.29 0.29 22.10 0.25 0.33 5.00 0.00 0.37 0.37 25. 25 0.28 0.33 5.00 0.00 0.29 0.29 22.15 0.25 0.33 5.00 0.00 0.37 0.37 25. 30 0.28 0.33 5.00 0.00 0.29 0.29 22.20 0.25 0.33 5.00 0.00 0.36 0.36 25. 35 0.28 0.33 5.00 0.00 0.29 0.29 22.25 0.25 0.33 5.00 0.00 0.36 0.36 25. 40 0.28 0.33 5.00 0.00 0.29 0.29 22.30 0.25 0.33 5.00 0.00 0.36 0.36 25. 45 0.28 0.33 5.00 0.00 0.29 0.29 22.35 0.25 0.33 5.00 0.00 0.36 0.36 25. 50 0.28 0.33 5.00 0.00 0.29 0.29 22.40 0.25 0.33 5.00 0.00 0.36 0.36 25. 55 0.28 0.33 5.00 0.00 0.29 0.29 22.45 0.25 0.33 5.00 0.00 0.36 0.36 25. 60 0.28 0.33 5.00 0.00 0.28 0.28 22.50 0.25 0.33 5.00 0.00 0.36 0.36 25. 65 0.28 0.33 5.00 0.00 0.28 0.28 22.55 0.25 0.33 5.00 0.00 0.36 0.36 25. 70 0.28 0.33 5.00 0.00 0.28 0.28 22.60 0.25 0.33 5.00 0.00 0.35 0.35 25. 75 0.28 0.33 5.00 0.00 0.28 0.28 22.65 0.25 0.33 5.00 0.00 0.35 0.35 25. 80 0.28 0.33 5.00 0.00 0.28 0.28 22.70 0.26 0.33 5.00 0.00 0.35 0.35 25. 85 0.28 0.33 5.00 0.00 0.28 0.28 22.75 0.26 0.33 5.00 0.00 0.35 0.35 25. 90 0.27 0.33 5.00 0.00 0.28 0.28 22.80 0.26 0.33 5.00 0.00 0.35 0.35 25. 95 0.27 0.33 5.00 0.00 0.28 0.28 22.85 0.26 0.33 5.00 0.00 0.35 0.35 26. 00 0.27 0.33 5.00 0.00 0.27 0.27 22.90 0.26 0.33 5.00 0.00 0.35 0.35 26. 05 0.27 0.33 5.00 0.00 0.27 0.27 22.95 0.26 0.33 5.00 0.00 0.35 0.35 26. 10 0.27 0.33 5.00 0.00 0.27 0.27 23.00 0.26 0.33 5.00 0.00 0.34 0.34 26. 15 0.27 0.33 5.00 0.00 0.27 0.27 23. 05 0.26 0.33 5.00 0.00 0.34 0.34 26. 20 0.27 0.33 5.00 0.00 0.27 0.27 23.10 0.26 0.33 5.00 0.00 0.34 0.34 26. 25 0.27 0.33 5.00 0.00 0.27 0.27 23.15 0.26 0.33 5.00 0.00 0.34 0.34 26. 30 0.27 0.33 5.00 0.00 0.27 0.27 23.20 0.26 0.33 5.00 0.00 0.34 0.34 26. 35 0.27 0.33 5.00 0.00 0.27 0.27 23.25 0.26 0.33 5.00 0.00 0.34 0.34 26. 40 0.27 0.33 5.00 0.00 0.26 0.26 23. 30 0.26 0.33 5.00 0.00 0.34 0.34 26. 45 0.27 0.33 5.00 0.00 0.26 0.26 23. 35 0.26 0.33 5.00 0.00 0.34 0.34 26. 50 0.27 0.33 5.00 0.00 0.26 0.26 23.40 0.26 0.33 5.00 0.00 0.33 0.33 26. 55 0.27 0.33 5.00 0.00 0.26 0.26 23. 45 0.27 0.33 5.00 0.00 0.33 0.33 26. 60 0.26 0.33 5.00 0.00 0.26 0.26 23.50 0.27 0.33 5.00 0.00 0.33 0.33 26. 65 0.26 0.33 5.00 0.00 0.26 0.26 23.55 0.27 0.33 5.00 0.00 0.33 0.33 26. 70 0.26 0.33 5.00 0.00 0.26 0.26 23.60 0.27 0.33 5.00 0.00 0.33 0.33 26. 75 0.26 0.33 5.00 0.00 0.25 0.25 23.65 0.27 0.33 5.00 0.00 0.33 0.33 26. 80 0.26 0.33 5.00 0.00 0.25 0.25 23.70 0.27 0.33 5.00 0.00 0.33 0.33 26. 85 0.26 0.33 5.00 0.00 0.25 0.25 23.75 0.27 0.33 5.00 0.00 0.33 0.33 26. 90 0.26 0.33 5.00 0.00 0.25 0.25 23.80 0.27 0.33 5.00 0.00 0.33 0.33 26. 95 0.26 0.33 5.00 0.00 0.25 0.25 23.85 0.27 0.33 5.00 0.00 0.32 0.32 27.00 0.26 0.33 5.00 0.00 0.25 0.25 23.90 0.27 0.33 5.00 0.00 0.32 0.32 27.05 0.26 0.33 5.00 0.00 0.25 0.25 23.95 0.27 0.33 5.00 0.00 0.32 0.32 27. 10 0.26 0.33 5.00 0.00 0.24 0.24 24.00 0.27 0.33 5.00 0.00 0.32 0.32 27. 15 0.26 0.33 5.00 0.00 0.24 0.24 24. 05 0.27 0.33 5.00 0.00 0.32 0.32 27. 20 0.26 0.33 5.00 0.00 0.24 0.24 24.10 0.27 0.33 5.00 0.00 0.32 0.32 27. 25 0.26 0.33 5.00 0.00 0.24 0.24 24.15 0.27 0.33 5.00 0.00 0.32 0.32 27. 30 0.26 0.33 5.00 0.00 0.24 0.24 Page 9 Page 10 LB-4-dry-settlement LB-4-dry-settlement 27.35 0.25 0.33 5.00 0.00 0.24 0.24 30.50 2.00 0.32 5.00 0.00 0.11 0.11 27.40 0.25 0.33 5.00 0.00 0.23 0.23 30.55 2.00 0.32 5.00 0.00 0.11 0.11 27.45 0.25 0.33 5.00 0.00 0.23 0.23 30.60 2.00 0.32 5.00 0.00 0.11 0.11 27.50 0.25 0.33 5.00 0.00 0.23 0.23 30. 65 2.00 0.32 5.00 0.00 0.11 0.11 27.55 0.25 0.33 5.00 0.00 0.23 0.23 30. 70 2.00 0.32 5.00 0.00 0.11 0.11 27.60 0.25 0.33 5.00 0.00 0.23 0.23 30. 75 2.00 0.32 5.00 0.00 0.11 0.11 27.65 0.25 0.33 5.00 0.00 0.23 0.23 30. 80 2.00 0.32 5.00 0.00 0.11 0.11 27.70 0.25 0.33 5.00 0.00 0.23 0.23 30. 85 2.00 0.32 5.00 0.00 0.11 0.11 27.75 0.24 0.33 5.00 0.00 0.22 0.22 30.90 2.00 0.32 5.00 0.00 0.11 0.11 27.80 0.24 0.33 5.00 0.00 0.22 0.22 30.95 2.00 0.32 5.00 0.00 0.11 0.11 27.85 0.24 0.33 5.00 0.00 0.22 0.22 31. 00 2.00 0.32 5.00 0.00 0.11 0.11 27.90 0.25 0.33 5.00 0.00 0.22 0.22 31. 05 2.00 0.32 5.00 0.00 0.11 0.11 27.95 0.25 0.33 5.00 0.00 0.22 0.22 31. 10 2.00 0.32 5.00 0.00 0.11 0.11 28.00 0.24 0.33 5.00 0.00 0.22 0.22 31.15 2.00 0.32 5.00 0.00 0.11 0.11 28.05 0.24 0.33 5.00 0.00 0.21 0.21 31.20 2.00 0.32 5.00 0.00 0.11 0.11 28.10 0.24 0.33 5.00 0.00 0.21 0.21 31.25 2.00 0.32 5.00 0.00 0.11 0.11 28.15 0.24 0.33 5.00 0.00 0.21 0.21 31.30 2.00 0.32 5.00 0.00 0.11 0.11 28.20 0.24 0.33 5.00 0.00 0.21 0.21 31.35 2.00 0.32 5.00 0.00 0.11 0.11 28.25 0.23 0.33 5.00 0.00 0.21 0.21 31. 40 2.00 0.32 5.00 0.00 0.11 0.11 28.30 0.23 0.33 5.00 0.00 0.20 0.20 31.45 2.00 0.32 5.00 0.00 0.11 0.11 28. 35 0.23 0.33 5.00 0.00 0.20 0.20 31. 50 2.00 0.32 5.00 0.00 0.11 0.11 28.40 0.23 0.33 5.00 0.00 0.20 0.20 31. 55 2.00 0.32 5.00 0.00 0.11 0.11 28. 45 0.23 0.33 5.00 0.00 0.20 0.20 31. 60 2.00 0.32 5.00 0.00 0.11 0.11 28.50 0.23 0.33 5.00 0.00 0.20 0.20 31. 65 2.00 0.32 5.00 0.00 0.11 0.11 28.55 0.22 0.33 5.00 0.00 0.19 0.19 31. 70 2.00 0.32 5.00 0.00 0.11 0.11 28.60 0.22 0.33 5.00 0.00 0.19 0.19 31. 75 2.00 0.32 5.00 0.00 0.11 0.11 28.65 0.22 0.33 5.00 0.00 0.19 0.19 31. 80 2.00 0.32 5.00 0.00 0.11 0.11 28.70 0.22 0.33 5.00 0.00 0.19 0.19 31.85 2.00 0.32 5.00 0.00 0.11 0.11 28.75 0.22 0.33 5.00 0.00 0.19 0.19 31.90 2.00 0.32 5.00 0.00 0.11 0.11 28.80 0.22 0.33 5.00 0.00 0.18 0.18 31.95 2.00 0.32 5.00 0.00 0.11 0.11 28.85 0.21 0.33 5.00 0.00 0.18 0.18 32. 00 2.00 0.32 5.00 0.00 0.11 0.11 28.90 0.21 0.33 5.00 0.00 0.18 0.18 32.05 2.00 0.32 5.00 0.00 0.11 0.11 28.95 0.21 0.33 5.00 0.00 0.18 0.18 32.10 2.00 0.32 5.00 0.00 0.11 0.11 29.00 0.21 0.33 5.00 0.00 0.17 0.17 32.15 2.00 0.32 5.00 0.00 0.11 0.11 29. 05 0.21 0.33 5.00 0.00 0.17 0.17 32. 20 2.00 0.32 5.00 0.00 0.11 0.11 29.10 0.21 0.33 5.00 0.00 0.17 0.17 32. 25 2.00 0.32 5.00 0.00 0.11 0.11 29.15 0.20 0.33 5.00 0.00 0.17 0.17 32.30 2.00 0.32 5.00 0.00 0.11 0.11 29.20 0.20 0.33 5.00 0.00 0.16 0.16 32. 35 2.00 0.32 5.00 0.00 0.11 0.11 29.25 0.20 0.33 5.00 0.00 0.16 0.16 32. 40 2.00 0.32 5.00 0.00 0.11 0.11 29.30 0.20 0.33 5.00 0.00 0.16 0.16 32.45 2.00 0.32 5.00 0.00 0.11 0.11 29.35 0.20 0.33 5.00 0.00 0.15 0.15 32.50 2.00 0.32 5.00 0.00 0.11 0.11 29.40 0.20 0.33 5.00 0.00 0.15 0.15 32.55 2.00 0.32 5.00 0.00 0.11 0.11 29.45 0.19 0.33 5.00 0.00 0.15 0.15 32. 60 2.00 0.32 5.00 0.00 0.11 0.11 29.50 0.19 0.33 5.00 0.00 0.15 0.15 32.65 2.00 0.32 5.00 0.00 0.11 0.11 29.55 0.19 0.33 5.00 0.00 0.14 0.14 32. 70 2.00 0.32 5.00 0.00 0.11 0.11 29.60 0.19 0.33 5.00 0.00 0.14 0.14 32.75 2.00 0.32 5.00 0.00 0.11 0.11 29.65 0.19 0.33 5.00 0.00 0.14 0.14 32. 80 2.00 0.32 5.00 0.00 0.11 0.11 29.70 0.19 0.33 5.00 0.00 0.13 0.13 32.85 2.00 0.32 5.00 0.00 0.11 0.11 29.75 0.18 0.33 5.00 0.00 0.13 0.13 32.90 2.00 0.32 5.00 0.00 0.11 0.11 29.80 0.18 0.33 5.00 0.00 0.13 0.13 32.95 2.00 0.32 5.00 0.00 0.11 0.11 29.85 0.18 0.33 5.00 0.00 0.12 0.12 33.00 2.00 0.32 5.00 0.00 0.11 0.11 29.90 0.18 0.33 5.00 0.00 0.12 0.12 33.05 2.00 0.32 5.00 0.00 0.11 0.11 29.95 0.18 0.33 5.00 0.00 0.11 0.11 33.10 2.00 0.32 5.00 0.00 0.11 0.11 30.00 0.18 0.33 5.00 0.00 0.11 0.11 33.15 2.00 0.32 5.00 0.00 0.11 0.11 30.05 2.00 0.33 5.00 0.00 0.11 0.11 33.20 2.00 0.32 5.00 0.00 0.11 0.11 30.10 2.00 0.33 5.00 0.00 0.11 0.11 33.25 2.00 0.32 5.00 0.00 0.11 0.11 30.15 2.00 0.33 5.00 0.00 0.11 0.11 33.30 2.00 0.32 5.00 0.00 0.11 0.11 30.20 2.00 0.33 5.00 0.00 0.11 0.11 33. 35 2.00 0.32 5.00 0.00 0.11 0.11 30.25 2.00 0.33 5.00 0.00 0.11 0.11 33.40 2.00 0.32 5.00 0.00 0.11 0.11 30.30 2.00 0.33 5.00 0.00 0.11 0.11 33.45 2.00 0.32 5.00 0.00 0.11 0.11 30.35 2.00 0.33 5.00 0.00 0.11 0.11 33.50 2.00 0.32 5.00 0.00 0.11 0.11 30.40 2.00 0.33 5.00 0.00 0.11 0.11 33.55 2.00 0.32 5.00 0.00 0.11 0.11 30.45 2.00 0.33 5.00 0.00 0.11 0.11 33.60 2.00 0.32 5.00 0.00 0.11 0.11 Page 11 Page 12 LB-4-dry-settlement LB-4-dry-settlement 33.65 2.00 0.32 5.00 0.00 0.11 0.11 36. 80 2.25 0.31 5.00 0.00 0.08 0.08 33.70 2.00 0.32 5.00 0.00 0.11 0.11 36. 85 2.25 0.31 5.00 0.00 0.08 0.08 33.75 2.00 0.32 5.00 0.00 0.11 0.11 36. 90 2.24 0.31 5.00 0.00 0.08 0.08 33.80 2.00 0.32 5.00 0.00 0.11 0.11 36. 95 2.24 0.31 5.00 0.00 0.08 0.08 33.85 2.00 0.32 5.00 0.00 0.11 0.11 37. 00 2.24 0.31 5.00 0.00 0.08 0.08 33.90 2.00 0.32 5.00 0.00 0.11 0.11 37. 05 2.24 0.31 5.00 0.00 0.08 0.08 33.95 2.00 0.32 5.00 0.00 0.11 0.11 37.10 2.24 0.31 5.00 0.00 0.08 0.08 34.00 2.00 0.31 5.00 0.00 0.11 0.11 37. 15 2.24 0.31 5.00 0.00 0.08 0.08 34. 05 2.00 0.31 5.00 0.00 0.11 0.11 37. 20 2.24 0.31 5.00 0.00 0.08 0.08 34.10 2.00 0.31 5.00 0.00 0.11 0.11 37. 25 2.24 0.31 5.00 0.00 0.08 0.08 34.15 2.00 0.31 5.00 0.00 0.11 0.11 37. 30 2.24 0.31 5.00 0.00 0.08 0.08 34.20 2.00 0.31 5.00 0.00 0.11 0.11 37. 35 2.24 0.31 5.00 0.00 0.08 0.08 34.25 2.00 0.31 5.00 0.00 0.11 0.11 37. 40 2.24 0.31 5.00 0.00 0.07 0.07 34. 30 2.00 0.31 5.00 0.00 0.11 0.11 37. 45 2.24 0.31 5.00 0.00 0.07 0.07 34.35 2.00 0.31 5.00 0.00 0.11 0.11 37.50 2.24 0.30 5.00 0.00 0.07 0.07 34.40 2.00 0.31 5.00 0.00 0.11 0.11 37.55 2.24 0.30 5.00 0.00 0.07 0.07 34.45 2.00 0.31 5.00 0.00 0.11 0.11 37.60 2.24 0.30 5.00 0.00 0.07 0.07 34.50 2.00 0.31 5.00 0.00 0.11 0.11 37. 65 2.24 0.30 5.00 0.00 0.07 0.07 34.55 2.00 0.31 5.00 0.00 0.11 0.11 37. 70 2.23 0.30 5.00 0.00 0.07 0.07 34.60 2.00 0.31 5.00 0.00 0.11 0.11 37. 75 2.23 0.30 5.00 0.00 0.07 0.07 34.65 2.00 0.31 5.00 0.00 0.11 0.11 37. 80 2.23 0.30 5.00 0.00 0.07 0.07 34.70 2.00 0.31 5.00 0.00 0.11 0.11 37. 85 2.23 0.30 5.00 0.00 0.07 0.07 34.75 2.00 0.31 5.00 0.00 0.11 0.11 37. 90 2.23 0.30 5.00 0.00 0.07 0.07 34.80 2.00 0.31 5.00 0.00 0.11 0.11 37. 95 2.23 0.30 5.00 0.00 0.07 0.07 34.85 2.00 0.31 5.00 0.00 0.11 0.11 38.00 2.23 0.30 5.00 0.00 0.07 0.07 34.90 2.00 0.31 5.00 0.00 0.11 0.11 38.05 2.23 0.30 5.00 0.00 0.07 0.07 34.95 2.00 0.31 5.00 0.00 0.11 0.11 38.10 2.23 0.30 5.00 0.00 0.07 0.07 35.00 2.00 0.31 5.00 0.00 0.11 0.11 38.15 2.23 0.30 5.00 0.00 0.07 0.07 35.05 0.48 0.31 5.00 0.00 0.11 0.11 38. 20 2.23 0.30 5.00 0.00 0.07 0.07 35.10 0.49 0.31 5.00 0.00 0.11 0.11 38.25 2.23 0.30 5.00 0.00 0.07 0.07 35.15 0.50 0.31 5.00 0.00 0.10 0.10 38.30 2.23 0.30 5.00 0.00 0.07 0.07 35.20 0.52 0.31 5.00 0.00 0.10 0.10 38. 35 2.23 0.30 5.00 0.00 0.06 0.06 35.25 0.54 0.31 5.00 0.00 0.10 0.10 38. 40 2.23 0.30 5.00 0.00 0.06 0.06 35.30 2.27 0.31 5.00 0.00 0.10 0.10 38. 45 2.23 0.30 5.00 0.00 0.06 0.06 35. 35 2.26 0.31 5.00 0.00 0.10 0.10 38. 50 2.22 0.30 5.00 0.00 0.06 0.06 35.40 2.26 0.31 5.00 0.00 0.10 0.10 38. 55 2.22 0.30 5.00 0.00 0.06 0.06 35.45 2.26 0.31 5.00 0.00 0.10 0.10 38. 60 2.22 0.30 5.00 0.00 0.06 0.06 35.50 2.26 0.31 5.00 0.00 0.10 0.10 38. 65 2.22 0.30 5.00 0.00 0.06 0.06 35.55 2.26 0.31 5.00 0.00 0.10 0.10 38. 70 2.22 0.30 5.00 0.00 0.06 0.06 35.60 2.26 0.31 5.00 0.00 0.10 0.10 38. 75 2.22 0.30 5.00 0.00 0.06 0.06 35.65 2.26 0.31 5.00 0.00 0.10 0.10 38. 80 2.22 0.30 5.00 0.00 0.06 0.06 35.70 2.26 0.31 5.00 0.00 0.10 0.10 38. 85 2.22 0.30 5.00 0.00 0.06 0.06 35.75 2.26 0.31 5.00 0.00 0.10 0.10 38. 90 2.22 0.30 5.00 0.00 0.06 0.06 35.80 2.26 0.31 5.00 0.00 0.10 0.10 38. 95 2.22 0.30 5.00 0.00 0.06 0.06 35.85 2.26 0.31 5.00 0.00 0.09 0.09 39. 00 2.22 0.30 5.00 0.00 0.06 0.06 35.90 2.26 0.31 5.00 0.00 0.09 0.09 39. 05 2.22 0.30 5.00 0.00 0.06 0.06 35.95 2.26 0.31 5.00 0.00 0.09 0.09 39. 10 2.22 0.30 5.00 0.00 0.06 0.06 36.00 2.26 0.31 5.00 0.00 0.09 0.09 39. 15 2.22 0.30 5.00 0.00 0.06 0.06 36.05 2.26 0.31 5.00 0.00 0.09 0.09 39. 20 2.22 0.30 5.00 0.00 0.06 0.06 36.10 2.26 0.31 5.00 0.00 0.09 0.09 39. 25 2.22 0.30 5.00 0.00 0.06 0.06 36.15 2.25 0.31 5.00 0.00 0.09 0.09 39. 30 2.21 0.30 5.00 0.00 0.06 0.06 36.20 2.25 0.31 5.00 0.00 0.09 0.09 39. 35 2.21 0.30 5.00 0.00 0.06 0.06 36.25 2.25 0.31 5.00 0.00 0.09 0.09 39. 40 2.21 0.30 5.00 0.00 0.06 0.06 36.30 2.25 0.31 5.00 0.00 0.09 0.09 39. 45 2.21 0.30 5.00 0.00 0.06 0.06 36.35 2.25 0.31 5.00 0.00 0.09 0.09 39. 50 2.21 0.30 5.00 0.00 0.06 0.06 36.40 2.25 0.31 5.00 0.00 0.09 0.09 39. 55 2.21 0.30 5.00 0.00 0.06 0.06 36.45 2.25 0.31 5.00 0.00 0.09 0.09 39. 60 2.21 0.30 5.00 0.00 0.06 0.06 36.50 2.25 0.31 5.00 0.00 0.09 0.09 39. 65 2.21 0.30 5.00 0.00 0.06 0.06 36.55 2.25 0.31 5.00 0.00 0.09 0.09 39. 70 2.21 0.30 5.00 0.00 0.06 0.06 36.60 2.25 0.31 5.00 0.00 0.08 0.08 39. 75 2.21 0.30 5.00 0.00 0.06 0.06 36.65 2.25 0.31 5.00 0.00 0.08 0.08 39. 80 2.21 0.30 5.00 0.00 0.06 0.06 36.70 2.25 0.31 5.00 0.00 0.08 0.08 39. 85 2.21 0.30 5.00 0.00 0.06 0.06 36.75 2.25 0.31 5.00 0.00 0.08 0.08 39. 90 2.21 0.30 5.00 0.00 0.06 0.06 Page 13 Page 14 LB-4-dry-settlement LB-4-dry-settlement 39.95 2.21 0.30 5.00 0.00 0.06 0.06 43. 10 2.17 0.29 5.00 0.00 0.04 0.04 40.00 2.21 0.30 5.00 0.00 0.06 0.06 43. 15 2.17 0.29 5.00 0.00 0.04 0.04 40.05 2.21 0.30 5.00 0.00 0.06 0.06 43. 20 2.17 0.29 5.00 0.00 0.04 0.04 40.10 2.21 0.30 5.00 0.00 0.06 0.06 43. 25 2.17 0.29 5.00 0.00 0.04 0.04 40.15 2.20 0.30 5.00 0.00 0.06 0.06 43. 30 2.17 0.29 5.00 0.00 0.04 0.04 40.20 2.20 0.30 5.00 0.00 0.05 0.05 43. 35 2.17 0.29 5.00 0.00 0.04 0.04 40.25 2.20 0.30 5.00 0.00 0.05 0.05 43. 40 2.17 0.29 5.00 0.00 0.04 0.04 40. 30 2.20 0.30 5.00 0.00 0.05 0.05 43. 45 2.17 0.29 5.00 0.00 0.04 0.04 40. 35 2.20 0.30 5.00 0.00 0.05 0.05 43. 50 2.16 0.29 5.00 0.00 0.04 0.04 40.40 2.20 0.30 5.00 0.00 0.05 0.05 43. 55 2.16 0.29 5.00 0.00 0.04 0.04 40.45 2.20 0.30 5.00 0.00 0.05 0.05 43. 60 2.16 0.29 5.00 0.00 0.04 0.04 40.50 2.20 0.30 5.00 0.00 0.05 0.05 43. 65 2.16 0.29 5.00 0.00 0.04 0.04 40.55 2.20 0.30 5.00 0.00 0.05 0.05 43. 70 2.16 0.29 5.00 0.00 0.04 0.04 40.60 2.20 0.30 5.00 0.00 0.05 0.05 43. 75 2.16 0.29 5.00 0.00 0.04 0.04 40.65 2.20 0.30 5.00 0.00 0.05 0.05 43. 80 2.16 0.29 5.00 0.00 0.04 0.04 40.70 2.20 0.30 5.00 0.00 0.05 0.05 43. 85 2.16 0.29 5.00 0.00 0.04 0.04 40.75 2.20 0.30 5.00 0.00 0.05 0.05 43. 90 2.16 0.29 5.00 0.00 0.04 0.04 40.80 2.20 0.30 5.00 0.00 0.05 0.05 43. 95 2.16 0.29 5.00 0.00 0.04 0.04 40.85 2.20 0.30 5.00 0.00 0.05 0.05 44. 00 2.16 0.29 5.00 0.00 0.04 0.04 40.90 2.20 0.30 5.00 0.00 0.05 0.05 44. 05 2.16 0.29 5.00 0.00 0.04 0.04 40.95 2.19 0.30 5.00 0.00 0.05 0.05 44. 10 2.16 0.29 5.00 0.00 0.04 0.04 41.00 2.19 0.29 5.00 0.00 0.05 0.05 44. 15 2.16 0.29 5.00 0.00 0.04 0.04 41.05 2.19 0.29 5.00 0.00 0.05 0.05 44. 20 2.16 0.29 5.00 0.00 0.04 0.04 41.10 2.19 0.29 5.00 0.00 0.05 0.05 44. 25 2.16 0.29 5.00 0.00 0.04 0.04 41.15 2.19 0.29 5.00 0.00 0.05 0.05 44. 30 2.16 0.29 5.00 0.00 0.04 0.04 41.20 2.19 0.29 5.00 0.00 0.05 0.05 44. 35 2.15 0.29 5.00 0.00 0.04 0.04 41.25 2.19 0.29 5.00 0.00 0.05 0.05 44. 40 2.15 0.29 5.00 0.00 0.04 0.04 41.30 2.19 0.29 5.00 0.00 0.05 0.05 44. 45 2.15 0.29 5.00 0.00 0.04 0.04 41. 35 2.19 0.29 5.00 0.00 0.05 0.05 44. 50 2.15 0.28 5.00 0.00 0.04 0.04 41.40 2.19 0.29 5.00 0.00 0.05 0.05 44. 55 2.15 0.28 5.00 0.00 0.04 0.04 41.45 2.19 0.29 5.00 0.00 0.05 0.05 44. 60 2.15 0.28 5.00 0.00 0.04 0.04 41.50 2.19 0.29 5.00 0.00 0.05 0.05 44. 65 2.15 0.28 5.00 0.00 0.04 0.04 41.55 2.19 0.29 5.00 0.00 0.05 0.05 44. 70 2.15 0.28 5.00 0.00 0.04 0.04 41.60 2.19 0.29 5.00 0.00 0.05 0.05 44. 75 2.15 0.28 5.00 0.00 0.04 0.04 41.65 2.19 0.29 5.00 0.00 0.05 0.05 44. 80 2.15 0.28 5.00 0.00 0.04 0.04 41.70 2.19 0.29 5.00 0.00 0.05 0.05 44. 85 2.15 0.28 5.00 0.00 0.04 0.04 41.75 2.19 0.29 5.00 0.00 0.05 0.05 44. 90 2.15 0.28 5.00 0.00 0.04 0.04 41.80 2.18 0.29 5.00 0.00 0.05 0.05 44. 95 2.15 0.28 5.00 0.00 0.04 0.04 41.85 2.18 0.29 5.00 0.00 0.05 0.05 45. 00 2.15 0.28 5.00 0.00 0.03 0.03 41.90 2.18 0.29 5.00 0.00 0.05 0.05 45. 05 2.15 0.28 5.00 0.00 0.03 0.03 41.95 2.18 0.29 5.00 0.00 0.05 0.05 45.10 2.15 0.28 5.00 0.00 0.03 0.03 42.00 2.18 0.29 5.00 0.00 0.05 0.05 45. 15 2.15 0.28 5.00 0.00 0.03 0.03 42.05 2.18 0.29 5.00 0.00 0.05 0.05 45. 20 2.15 0.28 5.00 0.00 0.03 0.03 42.10 2.18 0.29 5.00 0.00 0.05 0.05 45. 25 2.14 0.28 5.00 0.00 0.03 0.03 42.15 2.18 0.29 5.00 0.00 0.05 0.05 45. 30 2.14 0.28 5.00 0.00 0.03 0.03 42.20 2.18 0.29 5.00 0.00 0.05 0.05 45. 35 2.14 0.28 5.00 0.00 0.03 0.03 42.25 2.18 0.29 5.00 0.00 0.05 0.05 45. 40 2.14 0.28 5.00 0.00 0.03 0.03 42.30 2.18 0.29 5.00 0.00 0.05 0.05 45. 45 2.14 0.28 5.00 0.00 0.03 0.03 42. 35 2.18 0.29 5.00 0.00 0.05 0.05 45. 50 2.14 0.28 5.00 0.00 0.03 0.03 42.40 2.18 0.29 5.00 0.00 0.05 0.05 45. 55 2.14 0.28 5.00 0.00 0.03 0.03 42.45 2.18 0.29 5.00 0.00 0.05 0.05 45. 60 2.14 0.28 5.00 0.00 0.03 0.03 42.50 2.18 0.29 5.00 0.00 0.05 0.05 45. 65 2.14 0.28 5.00 0.00 0.03 0.03 42.55 2.18 0.29 5.00 0.00 0.05 0.05 45. 70 2.14 0.28 5.00 0.00 0.03 0.03 42.60 2.18 0.29 5.00 0.00 0.05 0.05 45. 75 2.14 0.28 5.00 0.00 0.03 0.03 42.65 2.17 0.29 5.00 0.00 0.05 0.05 45. 80 2.14 0.28 5.00 0.00 0.03 0.03 42.70 2.17 0.29 5.00 0.00 0.05 0.05 45. 85 2.14 0.28 5.00 0.00 0.03 0.03 42.75 2.17 0.29 5.00 0.00 0.04 0.04 45. 90 2.14 0.28 5.00 0.00 0.03 0.03 42.80 2.17 0.29 5.00 0.00 0.04 0.04 45. 95 2.14 0.28 5.00 0.00 0.03 0.03 42.85 2.17 0.29 5.00 0.00 0.04 0.04 46. 00 2.14 0.28 5.00 0.00 0.03 0.03 42.90 2.17 0.29 5.00 0.00 0.04 0.04 46. 05 2.14 0.28 5.00 0.00 0.03 0.03 42.95 2.17 0.29 5.00 0.00 0.04 0.04 46. 10 2.14 0.28 5.00 0.00 0.03 0.03 43.00 2.17 0.29 5.00 0.00 0.04 0.04 46. 15 2.13 0.28 5.00 0.00 0.03 0.03 43. 05 2.17 0.29 5.00 0.00 0.04 0.04 46. 20 2.13 0.28 5.00 0.00 0.03 0.03 Page 15 Page 16 LB-4-dry-settlement 2.13 0.28 5.00 0.00 0.03 0.03 2.13 0.28 5.00 0.00 0.03 0.03 2.13 0.28 5.00 0.00 0.03 0.03 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.13 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.12 0.28 5.00 0.00 0.02 0.02 2.11 0.28 5.00 0.00 0.02 0.02 2.11 0.27 5.00 0.00 0.02 0.02 2.11 0.27 5.00 0.00 0.02 0.02 2.11 0.27 5.00 0.00 0.02 0.02 2.11 0.27 5.00 0.00 0.02 0.02 2.11 0.27 5.00 0.00 0.02 0.02 2.11 0.27 5.00 0.00 0.02 0.02 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.11 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 2.10 0.27 5.00 0.00 0.01 0.01 Page 17 LB-4-dry-settlement 49.40 2.10 0.27 5.00 0.00 0.01 0.01 49.45 2.10 0.27 5.00 0.00 0.01 0.01 49.50 2.10 0.27 5.00 0.00 0.01 0.01 49.55 2.10 0.27 5.00 0.00 0.01 0.01 49.60 2.10 0.27 5.00 0.00 0.01 0.01 49.65 2.10 0.27 5.00 0.00 0.01 0.01 49.70 2.10 0.27 5.00 0.00 0.01 0.01 49.75 2.10 0.27 5.00 0.00 0.01 0.01 49.80 2.09 0.27 5.00 0.00 0.01 0.01 49.85 2.09 0.27 5.00 0.00 0.01 0.01 49.90 2.09 0.27 5.00 0.00 0.01 0.01 49.95 2.09 0.27 5.00 0.00 0.01 0.01 50. 00 2.09 0.27 5.00 0.00 0.01 0.01 50.05 2.09 0.27 5.00 0.00 0.01 0.01 50.10 2.09 0.27 5.00 0.00 0.01 0.01 50.15 2.09 0.27 5.00 0.00 0.01 0.01 50. 20 2.09 0.27 5.00 0.00 0.01 0.01 50. 25 2.09 0.27 5.00 0.00 0.01 0.01 50. 30 2.09 0.27 5.00 0.00 0.01 0.01 50.35 2.09 0.27 5.00 0.00 0.01 0.01 50. 40 2.09 0.27 5.00 0.00 0.01 0.01 50. 45 2.09 0.27 5.00 0.00 0.00 0.00 50. 50 2.09 0.27 5.00 0.00 0.00 0.00 50. 55 2.09 0.27 5.00 0.00 0.00 0.00 50. 60 2.09 0.27 5.00 0.00 0.00 0.00 50. 65 2.09 0.27 5.00 0.00 0.00 0.00 50. 70 2.09 0.27 5.00 0.00 0.00 0.00 50. 75 2.09 0.27 5.00 0.00 0.00 0.00 50. 80 2.08 0.27 5.00 0.00 0.00 0.00 50. 85 2.08 0.27 5.00 0.00 0.00 0.00 50. 90 2.08 0.27 5.00 0.00 0.00 0.00 50. 95 2.08 0.27 5.00 0.00 0.00 0.00 51. 00 2.08 0.27 5.00 0.00 0.00 0.00 51.05 2.08 0.27 5.00 0.00 0.00 0.00 51. 10 2.08 0.27 5.00 0.00 0.00 0.00 51. 15 2.08 0.27 5.00 0.00 0.00 0.00 51. 20 2.08 0.27 5.00 0.00 0.00 0.00 51. 25 2.08 0.27 5.00 0.00 0.00 0.00 51. 30 2.08 0.27 5.00 0.00 0.00 0.00 51.35 2.08 0.27 5.00 0.00 0.00 0.00 51. 40 2.08 0.27 5.00 0.00 0.00 0.00 51.45 2.08 0.27 5.00 0.00 0.00 0.00 51. 50 2.08 0.26 5.00 0.00 0.00 0.00 a F.S.<1, Liquefaction Potential zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Depth = ft, Stress or Pressure = atm (tsf), Unit Weight = pcf, Settlement = in. 1 atm (atmosphere) - 1 tst (ton/tt2) CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.-CRRm/CSRsf S-sat Settlement from saturated sands S-dry Settlement from Unsaturated Sands S-all Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 18 LIQUEFACTION ANALYSIS 12126.001 Kimley-Horn Mainlalace Hole Ho=Le-] WaterDepth=60ft Surface Elev.=ld9 Magnitude=1 Acceleration=0.Ug 9ia �r sawn =m.., na mJ: o mr 10 75 ic 29 19 rs aw v am 12 am x mw ar a o e Lei9M1bn CoreulErg,lnc. 1e-1 Plate A-1 LB-7-dry-settlement LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltechsoftware.com Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to , 12/20/2018 4:38 :40 PM Input File Name: P:\INFOCUS PROJECTSX12001-1250OX12126 Kimley-Horn Main Place\001/Analyses\Liquefaction Analysis\LiquefyPro\122018\LB-7-dry-settlement liq Title: 12126.001 Kimley-Horn MainPlace Subtitle: Le-] Surface Elev.-149 Hole No. -LB-7 Depth of Hole- 51.50 ft water Table during Earthquake- 60. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration- 0.54 g Earthquake Magnitude- 7.00 Input Data: Surface Elev.-149 Hole No. -LB-7 Depth of Hole=51.50 ft water Table during Earthquake- 60. 00 ft water Table during In -Situ Testing- 80.00 ft Max. Acceleration-0.54 g Earthquake Magnitude-7.00 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Tokimatsu, M-correction 3. Fines Correction for Liquefaction: Idri ss/Seed 4. Fine Correction for Settlement: During Liquefaction* 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, Ce - 1.38 ]. Borehole Diameter, Cb= 1 S. Sampling Method, Cs- 1.2 9. User request factor of safety (apply to CSR) , User- 1 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gamma Fines ft pcf % 0.00 4.00 120.00 20.00 7.50 4.00 120.00 15.00 10.00 8.00 120. 00 15.00 12.50 42.00 120.00 5.00 15.00 75.00 120.00 5.00 17.50 10.00 120. 00 5.00 20.00 4.00 120. 00 20.00 22.50 7.00 120. 00 20.00 25.00 7.00 120.00 20.00 27.50 29.00 120. 00 20.00 Page LB-T-dry-settlement 30.00 32.00 120.00 5.00 32.50 19.00 120.00 5.00 35.00 45.00 120.00 5.00 37.50 43.00 120.00 5.00 40.00 18.00 120.00 15.00 42.50 19.00 120.00 NoLiq 45.00 14.00 120.00 NoLiq 47.50 12.00 120.00 NoLiq 50.00 35.00 120.00 NoLiq Output Results: Settlement of Saturated Sands-0.00 in. Settlement of Unsaturated Sands-1.24 in. Total Settlement of Saturated and Unsaturated Sands-1.24 in. Differential Settlement=0.622 to 0.821 in. Depth CRRm CSRfs F.S. S-sat. S_dry Sall ft in. in. in. 0.00 0.16 0.35 5.00 0.00 1.24 1.24 0.05 0.16 0.35 5.00 0.00 1.24 1.24 0.10 0.16 0.35 5.00 0.00 1.24 1.24 0.15 0.16 0.35 5.00 0.00 1.24 1.24 0.20 0.16 0.35 5.00 0.00 1.24 1.24 0.25 0.16 0.35 5.00 0.00 1.24 1.24 0.30 0.16 0.35 5.00 0.00 1.24 1.24 0.35 0.16 0.35 5.00 0.00 1.24 1.24 0.40 0.16 0.35 5.00 0.00 1.24 1.24 0.45 0.16 0.35 5.00 0.00 1.24 1.24 0.50 0.16 0.35 5.00 0.00 1.24 1.24 0.55 0.16 0.35 5.00 0.00 1.24 1.24 0.60 0.16 0.35 5.00 0.00 1.24 1.24 0.65 0.16 0.35 5.00 0.00 1.24 1.24 0.70 0.16 0.35 5.00 0.00 1.24 1.24 0.75 0.16 0.35 5.00 0.00 1.24 1.24 0.80 0.16 0.35 5.00 0.00 1.24 1.24 0.85 0.16 0.35 5.00 0.00 1.24 1.24 0.90 0.16 0.35 5.00 0.00 1.24 1.24 0.95 0.16 0.35 5.00 0.00 1.24 1.24 1.00 0.16 0.35 5.00 0.00 1.24 1.24 1.05 0.16 0.35 5.00 0.00 1.24 1.24 1.10 0.16 0.35 5.00 0.00 1.24 1.24 1.15 0.16 0.35 5.00 0.00 1.24 1.24 1.20 0.16 0.35 5.00 0.00 1.24 1.24 1.25 0.16 0.35 5.00 0.00 1.24 1.24 1.30 0.16 0.35 5.00 0.00 1.24 1.24 1.35 0.16 0.35 5.00 0.00 1.24 1.24 1.40 0.16 0.35 5.00 0.00 1.24 1.24 1.45 0.16 0.35 5.00 0.00 1.24 1.24 1.50 0.16 0.35 5.00 0.00 1.24 1.24 1.55 0.16 0.35 5.00 0.00 1.24 1.24 1.60 0.16 0.35 5.00 0.00 1.23 1.23 1.65 0.16 0.35 5.00 0.00 1.23 1.23 1.70 0.16 0.35 5.00 0.00 1.23 1.23 1.75 0.16 0.35 5.00 0.00 1.23 1.23 1.80 0.16 0.35 5.00 0.00 1.23 1.23 1.85 0.16 0.35 5.00 0.00 1.23 1.23 1.90 0.16 0.35 5.00 0.00 1.23 1.23 1.95 0.16 0.35 5.00 0.00 1.23 1.23 2.00 0.16 0.35 5.00 0.00 1.23 1.23 2.05 0.16 0.35 5.00 0.00 1.23 1.23 2.10 0.16 0.35 5.00 0.00 1.23 1.23 Page 2 LB-7-dry-settlement LB-7-dry-settlement 2.15 0.16 0.35 5.00 0.00 1.23 1.23 5.30 0.15 0.35 5.00 0.00 1.17 1.17 2.20 0.16 0.35 5.00 0.00 1.23 1.23 5.35 0.15 0.35 5.00 0.00 1.17 1.17 2.25 0.16 0.35 5.00 0.00 1.23 1.23 5.40 0.15 0.35 5.00 0.00 1.17 1.17 2.30 0.16 0.35 5.00 0.00 1.23 1.23 5.45 0.15 0.35 5.00 0.00 1.16 1.16 2.35 0.16 0.35 5.00 0.00 1.23 1.23 5.50 0.15 0.35 5.00 0.00 1.16 1.16 2.40 0.16 0.35 5.00 0.00 1.23 1.23 5.55 0.15 0.35 5.00 0.00 1.16 1.16 2.45 0.16 0.35 5.00 0.00 1.22 1.22 5.60 0.15 0.35 5.00 0.00 1.16 1.16 2.50 0.16 0.35 5.00 0.00 1.22 1.22 5.65 0.15 0.35 5.00 0.00 1.16 1.16 2.55 0.16 0.35 5.00 0.00 1.22 1.22 5.70 0.15 0.35 5.00 0.00 1.16 1.16 2.60 0.16 0.35 5.00 0.00 1.22 1.22 5.75 0.15 0.35 5.00 0.00 1.16 1.16 2.65 0.16 0.35 5.00 0.00 1.22 1.22 5.80 0.15 0.35 5.00 0.00 1.15 1.15 2.70 0.16 0.35 5.00 0.00 1.22 1.22 5.85 0.15 0.35 5.00 0.00 1.15 1.15 2.75 0.16 0.35 5.00 0.00 1.22 1.22 5.90 0.15 0.35 5.00 0.00 1.15 1.15 2.80 0.16 0.35 5.00 0.00 1.22 1.22 5.95 0.15 0.35 5.00 0.00 1.15 1.15 2.85 0.16 0.35 5.00 0.00 1.22 1.22 6.00 0.15 0.35 5.00 0.00 1.15 1.15 2.90 0.16 0.35 5.00 0.00 1.22 1.22 6.05 0.15 0.35 5.00 0.00 1.14 1.14 2.95 0.16 0.35 5.00 0.00 1.22 1.22 6.10 0.15 0.35 5.00 0.00 1.14 1.14 3.00 0.16 0.35 5.00 0.00 1.22 1.22 6.15 0.15 0.35 5.00 0.00 1.14 1.14 3.05 0.16 0.35 5.00 0.00 1.22 1.22 6.20 0.15 0.35 5.00 0.00 1.14 1.14 3.10 0.16 0.35 5.00 0.00 1.21 1.21 6.25 0.15 0.35 5.00 0.00 1.14 1.14 3.15 0.16 0.35 5.00 0.00 1.21 1.21 6.30 0.14 0.35 5.00 0.00 1.13 1.13 3.20 0.16 0.35 5.00 0.00 1.21 1.21 6.35 0.14 0.35 5.00 0.00 1.13 1.13 3.25 0.16 0.35 5.00 0.00 1.21 1.21 6.40 0.14 0.35 5.00 0.00 1.13 1.13 3.30 0.16 0.35 5.00 0.00 1.21 1.21 6.45 0.14 0.35 5.00 0.00 1.13 1.13 3.35 0.16 0.35 5.00 0.00 1.21 1.21 6.50 0.14 0.35 5.00 0.00 1.12 1.12 3.40 0.16 0.35 5.00 0.00 1.21 1.21 6.55 0.14 0.35 5.00 0.00 1.12 1.12 3.45 0.16 0.35 5.00 0.00 1.21 1.21 6.60 0.14 0.35 5.00 0.00 1.12 1.12 3.50 0.16 0.35 5.00 0.00 1.21 1.21 6.65 0.14 0.35 5.00 0.00 1.12 1.12 3.55 0.16 0.35 5.00 0.00 1.21 1.21 6.70 0.14 0.35 5.00 0.00 1.11 1.11 3.60 0.16 0.35 5.00 0.00 1.21 1.21 6.75 0.14 0.35 5.00 0.00 1.11 1.11 3.65 0.16 0.35 5.00 0.00 1.20 1.20 6.80 0.14 0.35 5.00 0.00 1.11 1.11 3.70 0.16 0.35 5.00 0.00 1.20 1.20 6.85 0.14 0.35 5.00 0.00 1.10 1.10 3.75 0.16 0.35 5.00 0.00 1.20 1.20 6.90 0.14 0.35 5.00 0.00 1.10 1.10 3.80 0.16 0.35 5.00 0.00 1.20 1.20 6.95 0.14 0.35 5.00 0.00 1.09 1.09 3.85 0.16 0.35 5.00 0.00 1.20 1.20 7.00 0.14 0.35 5.00 0.00 1.09 1.09 3.90 0.16 0.35 5.00 0.00 1.20 1.20 7.05 0.14 0.35 5.00 0.00 1.09 1.09 3.95 0.16 0.35 5.00 0.00 1.20 1.20 7.10 0.14 0.35 5.00 0.00 1.08 1.08 4.00 0.16 0.35 5.00 0.00 1.19 1.19 7.15 0.14 0.35 5.00 0.00 1.08 1.08 4.05 0.16 0.35 5.00 0.00 1.19 1.19 7.20 0.14 0.35 5.00 0.00 1.07 1.07 4.10 0.16 0.35 5.00 0.00 1.19 1.19 7.25 0.14 0.35 5.00 0.00 1.07 1.07 4.15 0.16 0.35 5.00 0.00 1.19 1.19 7.30 0.13 0.35 5.00 0.00 1.06 1.06 4.20 0.16 0.35 5.00 0.00 1.19 1.19 7.35 0.13 0.34 5.00 0.00 1.05 1.05 4.25 0.16 0.35 5.00 0.00 1.19 1.19 7.40 0.13 0.34 5.00 0.00 1.05 1.05 4.30 0.15 0.35 5.00 0.00 1.19 1.19 7.45 0.13 0.34 5.00 0.00 1.04 1.04 4.35 0.15 0.35 5.00 0.00 1.19 1.19 7.50 0.13 0.34 5.00 0.00 1.03 1.03 4.40 0.15 0.35 5.00 0.00 1.19 1.19 7.55 0.13 0.34 5.00 0.00 1.03 1.03 4.45 0.15 0.35 5.00 0.00 1.19 1.19 7.60 0.14 0.34 5.00 0.00 1.02 1.02 4.50 0.15 0.35 5.00 0.00 1.19 1.19 7.65 0.14 0.34 5.00 0.00 1.01 1.01 4.55 0.15 0.35 5.00 0.00 1.18 1.18 7.70 0.14 0.34 5.00 0.00 1.00 1.00 4.60 0.15 0.35 5.00 0.00 1.18 1.18 7.75 0.14 0.34 5.00 0.00 1.00 1.00 4.65 0.15 0.35 5.00 0.00 1.18 1.18 7.80 0.14 0.34 5.00 0.00 0.99 0.99 4.70 0.15 0.35 5.00 0.00 1.18 1.18 7.85 0.14 0.34 5.00 0.00 0.98 0.98 4.75 0.15 0.35 5.00 0.00 1.18 1.18 7.90 0.15 0.34 5.00 0.00 0.98 0.98 4.80 0.15 0.35 5.00 0.00 1.18 1.18 7.95 0.15 0.34 5.00 0.00 0.97 0.97 4.85 0.15 0.35 5.00 0.00 1.18 1.18 8.00 0.15 0.34 5.00 0.00 0.97 0.97 4.90 0.15 0.35 5.00 0.00 1.18 1.18 8.05 0.15 0.34 5.00 0.00 0.96 0.96 4.95 0.15 0.35 5.00 0.00 1.18 1.18 8.10 0.15 0.34 5.00 0.00 0.95 0.95 5.00 0.15 0.35 5.00 0.00 1.18 1.18 8.15 0.15 0.34 5.00 0.00 0.95 0.95 5.05 0.15 0.35 5.00 0.00 1.17 1.17 8.20 0.15 0.34 5.00 0.00 0.94 0.94 5.10 0.15 0.35 5.00 0.00 1.17 1.17 8.25 0.17 0.34 5.00 0.00 0.94 0.94 5.15 0.15 0.35 5.00 0.00 1.17 1.17 8.30 0.17 0.34 5.00 0.00 0.93 0.93 5.20 0.15 0.35 5.00 0.00 1.17 1.17 8.35 0.18 0.34 5.00 0.00 0.93 0.93 5.25 0.15 0.35 5.00 0.00 1.17 1.17 8.40 0.18 0.34 5.00 0.00 0.93 0.93 Page 3 Page 4 LB-7-dry-settlement LB-7-dry-settlement 8.45 0.18 0.34 5.00 0.00 0.92 0.92 11. 60 2.39 0.34 5.00 0.00 0.86 0.86 8.50 0.18 0.34 5.00 0.00 0.92 0.92 11.65 2.39 0.34 5.00 0.00 0.86 0.86 8.55 0.18 0.34 5.00 0.00 0.92 0.92 11.70 2.39 0.34 5.00 0.00 0.86 0.86 8.60 0.18 0.34 5.00 0.00 0.91 0.91 11. 75 2.39 0.34 5.00 0.00 0.86 0.86 8.65 0.19 0.34 5.00 0.00 0.91 0.91 11. 80 2.39 0.34 5.00 0.00 0.86 0.86 8.70 0.19 0.34 5.00 0.00 0.91 0.91 11.85 2.39 0.34 5.00 0.00 0.86 0.86 8.75 0.19 0.34 5.00 0.00 0.90 0.90 11. 90 2.39 0.34 5.00 0.00 0.86 0.86 8.80 0.19 0.34 5.00 0.00 0.90 0.90 11. 95 2.39 0.34 5.00 0.00 0.86 0.86 8.85 0.19 0.34 5.00 0.00 0.90 0.90 12. 00 2.39 0.34 5.00 0.00 0.86 0.86 8.90 0.19 0.34 5.00 0.00 0.90 0.90 12. 05 2.39 0.34 5.00 0.00 0.86 0.86 8.95 0.20 0.34 5.00 0.00 0.89 0.89 12.10 2.39 0.34 5.00 0.00 0.86 0.86 9.00 0.20 0.34 5.00 0.00 0.89 0.89 12.15 2.39 0.34 5.00 0.00 0.86 0.86 9.05 0.20 0.34 5.00 0.00 0.89 0.89 12. 20 2.39 0.34 5.00 0.00 0.86 0.86 9.10 0.20 0.34 5.00 0.00 0.89 0.89 12.25 2.39 0.34 5.00 0.00 0.86 0.86 9.15 0.20 0.34 5.00 0.00 0.89 0.89 12.30 2.39 0.34 5.00 0.00 0.86 0.86 9.20 0.20 0.34 5.00 0.00 0.89 0.89 12.35 2.39 0.34 5.00 0.00 0.86 0.86 9.25 0.21 0.34 5.00 0.00 0.88 0.88 12. 40 2.39 0.34 5.00 0.00 0.86 0.86 9.30 0.21 0.34 5.00 0.00 0.88 0.88 12. 45 2.39 0.34 5.00 0.00 0.86 0.86 9.35 0.21 0.34 5.00 0.00 0.88 0.88 12. 50 2.39 0.34 5.00 0.00 0.86 0.86 9.40 0.21 0.34 5.00 0.00 0.88 0.88 12. 55 2.39 0.34 5.00 0.00 0.86 0.86 9.45 0.21 0.34 5.00 0.00 0.88 0.88 12. 60 2.39 0.34 5.00 0.00 0.86 0.86 9.50 0.21 0.34 5.00 0.00 0.88 0.88 12.65 2.39 0.34 5.00 0.00 0.86 0.86 9.55 0.21 0.34 5.00 0.00 0.88 0.88 12.70 2.39 0.34 5.00 0.00 0.86 0.86 9.60 0.22 0.34 5.00 0.00 0.88 0.88 12.75 2.39 0.34 5.00 0.00 0.86 0.86 9.65 0.22 0.34 5.00 0.00 0.88 0.88 12.80 2.39 0.34 5.00 0.00 0.86 0.86 9.70 0.22 0.34 5.00 0.00 0.88 0.88 12.85 2.39 0.34 5.00 0.00 0.86 0.86 9.75 0.22 0.34 5.00 0.00 0.87 0.87 12.90 2.39 0.34 5.00 0.00 0.86 0.86 9.80 0.22 0.34 5.00 0.00 0.87 0.87 12.95 2.39 0.34 5.00 0.00 0.86 0.86 9.85 0.22 0.34 5.00 0.00 0.87 0.87 13. 00 2.39 0.34 5.00 0.00 0.86 0.86 9.90 0.23 0.34 5.00 0.00 0.87 0.87 13.05 2.39 0.34 5.00 0.00 0.86 0.86 9.95 0.23 0.34 5.00 0.00 0.87 0.87 13.10 2.39 0.34 5.00 0.00 0.86 0.86 10.00 0.23 0.34 5.00 0.00 0.87 0.87 13. 15 2.39 0.34 5.00 0.00 0.86 0.86 10.05 0.24 0.34 5.00 0.00 0.87 0.87 13.20 2.39 0.34 5.00 0.00 0.86 0.86 10.10 0.26 0.34 5.00 0.00 0.87 0.87 13. 25 2.39 0.34 5.00 0.00 0.86 0.86 10.15 0.28 0.34 5.00 0.00 0.87 0.87 13. 30 2.39 0.34 5.00 0.00 0.86 0.86 10.20 0.29 0.34 5.00 0.00 0.87 0.87 13.35 2.39 0.34 5.00 0.00 0.86 0.86 10.25 0.31 0.34 5.00 0.00 0.87 0.87 13.40 2.39 0.34 5.00 0.00 0.86 0.86 10. 30 0.33 0.34 5.00 0.00 0.87 0.87 13. 45 2.39 0.34 5.00 0.00 0.86 0.86 10. 35 0.35 0.34 5.00 0.00 0.86 0.86 13. 50 2.39 0.34 5.00 0.00 0.86 0.86 10.40 0.38 0.34 5.00 0.00 0.86 0.86 13. 55 2.39 0.34 5.00 0.00 0.86 0.86 10.45 0.41 0.34 5.00 0.00 0.86 0.86 13.60 2.39 0.34 5.00 0.00 0.85 0.85 10.50 0.45 0.34 5.00 0.00 0.86 0.86 13.65 2.39 0.34 5.00 0.00 0.85 0.85 10.55 2.39 0.34 5.00 0.00 0.86 0.86 13.70 2.39 0.34 5.00 0.00 0.85 0.85 10.60 2.39 0.34 5.00 0.00 0.86 0.86 13.75 2.39 0.34 5.00 0.00 0.85 0.85 10.65 2.39 0.34 5.00 0.00 0.86 0.86 13.80 2.39 0.34 5.00 0.00 0.85 0.85 10.70 2.39 0.34 5.00 0.00 0.86 0.86 13.85 2.39 0.34 5.00 0.00 0.85 0.85 10.75 2.39 0.34 5.00 0.00 0.86 0.86 13.90 2.39 0.34 5.00 0.00 0.85 0.85 10.80 2.39 0.34 5.00 0.00 0.86 0.86 13.95 2.39 0.34 5.00 0.00 0.85 0.85 10.85 2.39 0.34 5.00 0.00 0.86 0.86 14. 00 2.39 0.34 5.00 0.00 0.85 0.85 10.90 2.39 0.34 5.00 0.00 0.86 0.86 14. 05 2.39 0.34 5.00 0.00 0.85 0.85 10.95 2.39 0.34 5.00 0.00 0.86 0.86 14.10 2.39 0.34 5.00 0.00 0.85 0.85 11.00 2.39 0.34 5.00 0.00 0.86 0.86 14.15 2.39 0.34 5.00 0.00 0.85 0.85 11.05 2.39 0.34 5.00 0.00 0.86 0.86 14. 20 2.39 0.34 5.00 0.00 0.85 0.85 11.10 2.39 0.34 5.00 0.00 0.86 0.86 14.25 2.39 0.34 5.00 0.00 0.85 0.85 11.15 2.39 0.34 5.00 0.00 0.86 0.86 14.30 2.39 0.34 5.00 0.00 0.85 0.85 11.20 2.39 0.34 5.00 0.00 0.86 0.86 14. 35 2.39 0.34 5.00 0.00 0.85 0.85 11.25 2.39 0.34 5.00 0.00 0.86 0.86 14. 40 2.39 0.34 5.00 0.00 0.85 0.85 11.30 2.39 0.34 5.00 0.00 0.86 0.86 14.45 2.39 0.34 5.00 0.00 0.85 0.85 11.35 2.39 0.34 5.00 0.00 0.86 0.86 14.50 2.39 0.34 5.00 0.00 0.85 0.85 11.40 2.39 0.34 5.00 0.00 0.86 0.86 14.55 2.39 0.34 5.00 0.00 0.85 0.85 11.45 2.39 0.34 5.00 0.00 0.86 0.86 14. 60 2.39 0.34 5.00 0.00 0.85 0.85 11.50 2.39 0.34 5.00 0.00 0.86 0.86 14.65 2.39 0.34 5.00 0.00 0.85 0.85 11.55 2.39 0.34 5.00 0.00 0.86 0.86 14.70 2.39 0.34 5.00 0.00 0.85 0.85 Page 5 Page 6 LB-7-dry-settlement LB-7-dry-settlement 14.75 2.39 0.34 5.00 0.00 0.85 0.85 17.90 0.18 0.34 5.00 0.00 0.80 0.80 14.80 2.39 0.34 5.00 0.00 0.85 0.85 17. 95 0.18 0.34 5.00 0.00 0.80 0.80 14.85 2.39 0.34 5.00 0.00 0.85 0.85 18. 00 0.18 0.34 5.00 0.00 0.79 0.79 14.90 2.39 0.34 5.00 0.00 0.85 0.85 18. 05 0.18 0.34 5.00 0.00 0.79 0.79 14.95 2.39 0.34 5.00 0.00 0.85 0.85 18. 10 0.18 0.34 5.00 0.00 0.78 0.78 15.00 2.39 0.34 5.00 0.00 0.85 0.85 18. 15 0.17 0.34 5.00 0.00 0.78 0.78 15.05 2.39 0.34 5.00 0.00 0.85 0.85 18. 20 0.17 0.34 5.00 0.00 0.77 0.77 15.10 2.39 0.34 5.00 0.00 0.85 0.85 18. 25 0.17 0.34 5.00 0.00 0.76 0.76 15.15 2.39 0.34 5.00 0.00 0.85 0.85 18. 30 0.17 0.34 5.00 0.00 0.76 0.76 15.20 2.39 0.34 5.00 0.00 0.85 0.85 18. 35 0.17 0.34 5.00 0.00 0.75 0.75 15.25 2.39 0.34 5.00 0.00 0.85 0.85 18. 40 0.17 0.34 5.00 0.00 0.75 0.75 15.30 2.39 0.34 5.00 0.00 0.85 0.85 18.45 0.17 0.34 5.00 0.00 0.74 0.74 15.35 2.39 0.34 5.00 0.00 0.85 0.85 18.50 0.17 0.34 5.00 0.00 0.73 0.73 15.40 2.39 0.34 5.00 0.00 0.85 0.85 18. 55 0.17 0.34 5.00 0.00 0.72 0.72 15.45 2.39 0.34 5.00 0.00 0.85 0.85 18. 60 0.16 0.34 5.00 0.00 0.72 0.72 15.50 2.39 0.34 5.00 0.00 0.85 0.85 18.65 0.16 0.34 5.00 0.00 0.71 0.71 15.55 2.39 0.34 5.00 0.00 0.85 0.85 18. 70 0.16 0.34 5.00 0.00 0.70 0.70 15.60 2.39 0.34 5.00 0.00 0.85 0.85 18. 75 0.16 0.34 5.00 0.00 0.70 0.70 15.65 2.39 0.34 5.00 0.00 0.85 0.85 18.80 0.16 0.34 5.00 0.00 0.69 0.69 15.70 2.39 0.34 5.00 0.00 0.85 0.85 18.85 0.16 0.34 5.00 0.00 0.68 0.68 15.75 2.39 0.34 5.00 0.00 0.85 0.85 18.90 0.16 0.34 5.00 0.00 0.67 0.67 15.80 2.39 0.34 5.00 0.00 0.85 0.85 18.95 0.16 0.34 5.00 0.00 0.66 0.66 15.85 2.39 0.34 5.00 0.00 0.85 0.85 19.00 0.16 0.34 5.00 0.00 0.65 0.65 15.90 2.39 0.34 5.00 0.00 0.85 0.85 19.05 0.15 0.34 5.00 0.00 0.64 0.64 15.95 2.39 0.34 5.00 0.00 0.85 0.85 19.10 0.15 0.34 5.00 0.00 0.63 0.63 16.00 2.39 0.34 5.00 0.00 0.85 0.85 19.15 0.15 0.34 5.00 0.00 0.63 0.63 16.05 2.39 0.34 5.00 0.00 0.85 0.85 19. 20 0.15 0.34 5.00 0.00 0.62 0.62 16.10 2.39 0.34 5.00 0.00 0.85 0.85 19.25 0.15 0.34 5.00 0.00 0.60 0.60 16.15 2.39 0.34 5.00 0.00 0.85 0.85 19.30 0.15 0.34 5.00 0.00 0.60 0.60 16.20 2.39 0.34 5.00 0.00 0.85 0.85 19.35 0.15 0.34 5.00 0.00 0.60 0.60 16.25 2.39 0.34 5.00 0.00 0.85 0.85 19.40 0.15 0.34 5.00 0.00 0.59 0.59 16.30 2.39 0.34 5.00 0.00 0.85 0.85 19.45 0.14 0.34 5.00 0.00 0.59 0.59 16.35 2.39 0.34 5.00 0.00 0.85 0.85 19.50 0.14 0.34 5.00 0.00 0.59 0.59 16.40 2.39 0.34 5.00 0.00 0.85 0.85 19.55 0.14 0.34 5.00 0.00 0.58 0.58 16. 45 2.39 0.34 5.00 0.00 0.85 0.85 19. 60 0.14 0.33 5.00 0.00 0.58 0.58 16.50 2.39 0.34 5.00 0.00 0.85 0.85 19.65 0.14 0.33 5.00 0.00 0.58 0.58 16.55 2.39 0.34 5.00 0.00 0.85 0.85 19.70 0.14 0.33 5.00 0.00 0.57 0.57 16.60 2.39 0.34 5.00 0.00 0.85 0.85 19.75 0.14 0.33 5.00 0.00 0.57 0.57 16.65 2.39 0.34 5.00 0.00 0.85 0.85 19.80 0.13 0.33 5.00 0.00 0.56 0.56 16.70 2.39 0.34 5.00 0.00 0.85 0.85 19.85 0.13 0.33 5.00 0.00 0.56 0.56 16.75 2.39 0.34 5.00 0.00 0.85 0.85 19.90 0.13 0.33 5.00 0.00 0.55 0.55 16.80 2.39 0.34 5.00 0.00 0.85 0.85 19.95 0.13 0.33 5.00 0.00 0.55 0.55 16.85 2.39 0.34 5.00 0.00 0.85 0.85 20.00 0.13 0.33 5.00 0.00 0.55 0.55 16.90 2.39 0.34 5.00 0.00 0.85 0.85 20. 05 0.13 0.33 5.00 0.00 0.54 0.54 16.95 2.39 0.34 5.00 0.00 0.85 0.85 20. 10 0.13 0.33 5.00 0.00 0.54 0.54 17.00 2.39 0.34 5.00 0.00 0.85 0.85 20.15 0.13 0.33 5.00 0.00 0.53 0.53 17.05 2.39 0.34 5.00 0.00 0.85 0.85 20. 20 0.13 0.33 5.00 0.00 0.53 0.53 17.10 2.39 0.34 5.00 0.00 0.85 0.85 20.25 0.13 0.33 5.00 0.00 0.52 0.52 17.15 0.49 0.34 5.00 0.00 0.84 0.84 20. 30 0.13 0.33 5.00 0.00 0.52 0.52 17.20 0.40 0.34 5.00 0.00 0.84 0.84 20. 35 0.13 0.33 5.00 0.00 0.51 0.51 17.25 0.35 0.34 5.00 0.00 0.84 0.84 20. 40 0.14 0.33 5.00 0.00 0.51 0.51 17.30 0.31 0.34 5.00 0.00 0.84 0.84 20. 45 0.14 0.33 5.00 0.00 0.50 0.50 17. 35 0.28 0.34 5.00 0.00 0.84 0.84 20. 50 0.14 0.33 5.00 0.00 0.50 0.50 17.40 0.25 0.34 5.00 0.00 0.84 0.84 20. 55 0.14 0.33 5.00 0.00 0.49 0.49 17.45 0.22 0.34 5.00 0.00 0.84 0.84 20. 60 0.14 0.33 5.00 0.00 0.49 0.49 17.50 0.20 0.34 5.00 0.00 0.84 0.84 20. 65 0.14 0.33 5.00 0.00 0.49 0.49 17.55 0.20 0.34 5.00 0.00 0.83 0.83 20. 70 0.14 0.33 5.00 0.00 0.48 0.48 17.60 0.19 0.34 5.00 0.00 0.83 0.83 20. 75 0.14 0.33 5.00 0.00 0.48 0.48 17.65 0.19 0.34 5.00 0.00 0.82 0.82 20. 80 0.14 0.33 5.00 0.00 0.47 0.47 17.70 0.19 0.34 5.00 0.00 0.82 0.82 20. 85 0.15 0.33 5.00 0.00 0.47 0.47 17.75 0.19 0.34 5.00 0.00 0.82 0.82 20. 90 0.15 0.33 5.00 0.00 0.47 0.47 17.80 0.18 0.34 5.00 0.00 0.81 0.81 20.95 0.15 0.33 5.00 0.00 0.46 0.46 17.85 0.18 0.34 5.00 0.00 0.81 0.81 21.00 0.15 0.33 5.00 0.00 0.46 0.46 Page 7 Page 8 LB-7-dry-settlement LB-7-dry-settlement 21. 05 0.15 0.33 5.00 0.00 0.45 0.45 24. 20 0.17 0.33 5.00 0.00 0.26 0.26 21.10 0.15 0.33 5.00 0.00 0.45 0.45 24. 25 0.17 0.33 5.00 0.00 0.26 0.26 21.15 0.15 0.33 5.00 0.00 0.45 0.45 24. 30 0.17 0.33 5.00 0.00 0.26 0.26 21.20 0.15 0.33 5.00 0.00 0.44 0.44 24. 35 0.17 0.33 5.00 0.00 0.25 0.25 21.25 0.15 0.33 5.00 0.00 0.44 0.44 24. 40 0.17 0.33 5.00 0.00 0.25 0.25 21.30 0.15 0.33 5.00 0.00 0.44 0.44 24. 45 0.17 0.33 5.00 0.00 0.25 0.25 21. 35 0.16 0.33 5.00 0.00 0.43 0.43 24. 50 0.17 0.33 5.00 0.00 0.24 0.24 21.40 0.16 0.33 5.00 0.00 0.43 0.43 24. 55 0.17 0.33 5.00 0.00 0.24 0.24 21. 45 0.16 0.33 5.00 0.00 0.43 0.43 24. 60 0.17 0.33 5.00 0.00 0.24 0.24 21.50 0.16 0.33 5.00 0.00 0.42 0.42 24. 65 0.17 0.33 5.00 0.00 0.23 0.23 21.55 0.16 0.33 5.00 0.00 0.42 0.42 24. 70 0.17 0.33 5.00 0.00 0.23 0.23 21.60 0.16 0.33 5.00 0.00 0.42 0.42 24. 75 0.17 0.33 5.00 0.00 0.23 0.23 21.65 0.16 0.33 5.00 0.00 0.41 0.41 24. 80 0.17 0.33 5.00 0.00 0.22 0.22 21.70 0.16 0.33 5.00 0.00 0.41 0.41 24. 85 0.17 0.33 5.00 0.00 0.22 0.22 21.75 0.16 0.33 5.00 0.00 0.41 0.41 24. 90 0.17 0.33 5.00 0.00 0.22 0.22 21.80 0.16 0.33 5.00 0.00 0.40 0.40 24. 95 0.17 0.33 5.00 0.00 0.21 0.21 21.85 0.17 0.33 5.00 0.00 0.40 0.40 25. 00 0.17 0.33 5.00 0.00 0.21 0.21 21.90 0.17 0.33 5.00 0.00 0.40 0.40 25. 05 0.18 0.33 5.00 0.00 0.21 0.21 21.95 0.17 0.33 5.00 0.00 0.39 0.39 25.10 0.19 0.33 5.00 0.00 0.20 0.20 22.00 0.17 0.33 5.00 0.00 0.39 0.39 25.15 0.19 0.33 5.00 0.00 0.20 0.20 22.05 0.17 0.33 5.00 0.00 0.39 0.39 25. 20 0.20 0.33 5.00 0.00 0.20 0.20 22.10 0.17 0.33 5.00 0.00 0.39 0.39 25.25 0.21 0.33 5.00 0.00 0.20 0.20 22.15 0.17 0.33 5.00 0.00 0.38 0.38 25. 30 0.22 0.33 5.00 0.00 0.19 0.19 22.20 0.17 0.33 5.00 0.00 0.38 0.38 25. 35 0.23 0.33 5.00 0.00 0.19 0.19 22.25 0.17 0.33 5.00 0.00 0.38 0.38 25. 40 0.23 0.33 5.00 0.00 0.19 0.19 22.30 0.17 0.33 5.00 0.00 0.37 0.37 25.45 0.24 0.33 5.00 0.00 0.19 0.19 22.35 0.18 0.33 5.00 0.00 0.37 0.37 25. 50 0.25 0.33 5.00 0.00 0.19 0.19 22.40 0.18 0.33 5.00 0.00 0.37 0.37 25. 55 0.26 0.33 5.00 0.00 0.19 0.19 22.45 0.18 0.33 5.00 0.00 0.37 0.37 25. 60 0.26 0.33 5.00 0.00 0.18 0.18 22.50 0.18 0.33 5.00 0.00 0.36 0.36 25. 65 0.27 0.33 5.00 0.00 0.18 0.18 22.55 0.18 0.33 5.00 0.00 0.36 0.36 25. 70 0.28 0.33 5.00 0.00 0.18 0.18 22.60 0.18 0.33 5.00 0.00 0.36 0.36 25. 75 0.29 0.33 5.00 0.00 0.18 0.18 22.65 0.18 0.33 5.00 0.00 0.35 0.35 25. 80 0.30 0.33 5.00 0.00 0.18 0.18 22.70 0.18 0.33 5.00 0.00 0.35 0.35 25. 85 0.31 0.33 5.00 0.00 0.18 0.18 22.75 0.18 0.33 5.00 0.00 0.35 0.35 25. 90 0.32 0.33 5.00 0.00 0.18 0.18 22.80 0.18 0.33 5.00 0.00 0.35 0.35 25.95 0.33 0.33 5.00 0.00 0.18 0.18 22.85 0.18 0.33 5.00 0.00 0.34 0.34 26. 00 0.34 0.33 5.00 0.00 0.18 0.18 22.90 0.18 0.33 5.00 0.00 0.34 0.34 26. 05 0.35 0.33 5.00 0.00 0.17 0.17 22.95 0.18 0.33 5.00 0.00 0.34 0.34 26. 10 0.36 0.33 5.00 0.00 0.17 0.17 23.00 0.18 0.33 5.00 0.00 0.33 0.33 26.15 0.38 0.33 5.00 0.00 0.17 0.17 23.05 0.18 0.33 5.00 0.00 0.33 0.33 26. 20 0.39 0.33 5.00 0.00 0.17 0.17 23.10 0.18 0.33 5.00 0.00 0.33 0.33 26. 25 0.41 0.33 5.00 0.00 0.17 0.17 23.15 0.18 0.33 5.00 0.00 0.33 0.33 26. 30 0.43 0.33 5.00 0.00 0.17 0.17 23.20 0.18 0.33 5.00 0.00 0.32 0.32 26. 35 0.45 0.33 5.00 0.00 0.17 0.17 23.25 0.18 0.33 5.00 0.00 0.32 0.32 26. 40 0.49 0.33 5.00 0.00 0.17 0.17 23.30 0.18 0.33 5.00 0.00 0.32 0.32 26. 45 2.39 0.33 5.00 0.00 0.17 0.17 23.35 0.18 0.33 5.00 0.00 0.31 0.31 26. 50 2.39 0.33 5.00 0.00 0.17 0.17 23.40 0.18 0.33 5.00 0.00 0.31 0.31 26. 55 2.39 0.33 5.00 0.00 0.17 0.17 23.45 0.18 0.33 5.00 0.00 0.31 0.31 26. 60 2.39 0.33 5.00 0.00 0.17 0.17 23.50 0.18 0.33 5.00 0.00 0.31 0.31 26. 65 2.39 0.33 5.00 0.00 0.17 0.17 23.55 0.18 0.33 5.00 0.00 0.30 0.30 26. 70 2.38 0.33 5.00 0.00 0.17 0.17 23.60 0.18 0.33 5.00 0.00 0.30 0.30 26. 75 2.38 0.33 5.00 0.00 0.17 0.17 23.65 0.18 0.33 5.00 0.00 0.30 0.30 26. 80 2.38 0.33 5.00 0.00 0.17 0.17 23.70 0.18 0.33 5.00 0.00 0.29 0.29 26. 85 2.38 0.33 5.00 0.00 0.16 0.16 23.75 0.18 0.33 5.00 0.00 0.29 0.29 26. 90 2.38 0.33 5.00 0.00 0.16 0.16 23.80 0.18 0.33 5.00 0.00 0.29 0.29 26.95 2.38 0.33 5.00 0.00 0.16 0.16 23.85 0.17 0.33 5.00 0.00 0.28 0.28 27. 00 2.38 0.33 5.00 0.00 0.16 0.16 23.90 0.17 0.33 5.00 0.00 0.28 0.28 27.05 2.38 0.33 5.00 0.00 0.16 0.16 23.95 0.17 0.33 5.00 0.00 0.28 0.28 27. 10 2.38 0.33 5.00 0.00 0.16 0.16 24.00 0.17 0.33 5.00 0.00 0.28 0.28 27.15 2.38 0.33 5.00 0.00 0.16 0.16 24. 05 0.17 0.33 5.00 0.00 0.27 0.27 27. 20 2.38 0.33 5.00 0.00 0.16 0.16 24.10 0.17 0.33 5.00 0.00 0.27 0.27 27. 25 2.38 0.33 5.00 0.00 0.16 0.16 24.15 0.17 0.33 5.00 0.00 0.27 0.27 27. 30 2.38 0.33 5.00 0.00 0.16 0.16 Page 9 Page 10 LB-7-dry-settlement LB-7-dry-settlement 27. 35 2.38 0.33 5.00 0.00 0.16 0.16 30. 50 2.33 0.32 5.00 0.00 0.14 0.14 27.40 2.37 0.33 5.00 0.00 0.16 0.16 30. 55 2.33 0.32 5.00 0.00 0.14 0.14 27. 45 2.37 0.33 5.00 0.00 0.16 0.16 30. 60 2.33 0.32 5.00 0.00 0.14 0.14 27.50 2.37 0.33 5.00 0.00 0.16 0.16 30. 65 2.33 0.32 5.00 0.00 0.14 0.14 27.55 2.37 0.33 5.00 0.00 0.16 0.16 30. 70 2.33 0.32 5.00 0.00 0.14 0.14 27.60 2.37 0.33 5.00 0.00 0.16 0.16 30. 75 2.33 0.32 5.00 0.00 0.14 0.14 27.65 2.37 0.33 5.00 0.00 0.16 0.16 30. 80 2.33 0.32 5.00 0.00 0.14 0.14 27.70 2.37 0.33 5.00 0.00 0.16 0.16 30. 85 2.33 0.32 5.00 0.00 0.14 0.14 27.75 2.37 0.33 5.00 0.00 0.16 0.16 30. 90 2.32 0.32 5.00 0.00 0.14 0.14 27.80 2.37 0.33 5.00 0.00 0.16 0.16 30. 95 2.32 0.32 5.00 0.00 0.14 0.14 27.85 2.37 0.33 5.00 0.00 0.16 0.16 31. 00 2.32 0.32 5.00 0.00 0.14 0.14 27.90 2.37 0.33 5.00 0.00 0.16 0.16 31.05 2.32 0.32 5.00 0.00 0.14 0.14 27.95 2.37 0.33 5.00 0.00 0.16 0.16 31.10 2.32 0.32 5.00 0.00 0.14 0.14 28.00 2.37 0.33 5.00 0.00 0.16 0.16 31.15 2.32 0.32 5.00 0.00 0.14 0.14 28. 05 2.37 0.33 5.00 0.00 0.16 0.16 31. 20 2.32 0.32 5.00 0.00 0.14 0.14 28.10 2.36 0.33 5.00 0.00 0.16 0.16 31.25 2.32 0.32 5.00 0.00 0.14 0.14 28.15 2.36 0.33 5.00 0.00 0.16 0.16 31. 30 2.32 0.32 5.00 0.00 0.13 0.13 28.20 2.36 0.33 5.00 0.00 0.16 0.16 31. 35 2.32 0.32 5.00 0.00 0.13 0.13 28.25 2.36 0.33 5.00 0.00 0.16 0.16 31.40 0.50 0.32 5.00 0.00 0.13 0.13 28.30 2.36 0.33 5.00 0.00 0.16 0.16 31.45 0.46 0.32 5.00 0.00 0.13 0.13 28.35 2.36 0.33 5.00 0.00 0.16 0.16 31.50 0.44 0.32 5.00 0.00 0.13 0.13 28.40 2.36 0.33 5.00 0.00 0.16 0.16 31.55 0.43 0.32 5.00 0.00 0.13 0.13 28.45 2.36 0.33 5.00 0.00 0.16 0.16 31.60 0.41 0.32 5.00 0.00 0.13 0.13 28.50 2.36 0.33 5.00 0.00 0.16 0.16 31.65 0.40 0.32 5.00 0.00 0.13 0.13 28.55 2.36 0.33 5.00 0.00 0.15 0.15 31.70 0.39 0.32 5.00 0.00 0.13 0.13 28.60 2.36 0.33 5.00 0.00 0.15 0.15 31.75 0.38 0.32 5.00 0.00 0.13 0.13 28.65 2.36 0.33 5.00 0.00 0.15 0.15 31.80 0.37 0.32 5.00 0.00 0.13 0.13 28.70 2.36 0.33 5.00 0.00 0.15 0.15 31.85 0.36 0.32 5.00 0.00 0.13 0.13 28.75 2.35 0.33 5.00 0.00 0.15 0.15 31.90 0.36 0.32 5.00 0.00 0.13 0.13 28.80 2.35 0.33 5.00 0.00 0.15 0.15 31.95 0.35 0.32 5.00 0.00 0.12 0.12 28.85 2.35 0.33 5.00 0.00 0.15 0.15 32.00 0.34 0.32 5.00 0.00 0.12 0.12 28.90 2.35 0.33 5.00 0.00 0.15 0.15 32.05 0.34 0.32 5.00 0.00 0.12 0.12 28.95 2.35 0.33 5.00 0.00 0.15 0.15 32.10 0.33 0.32 5.00 0.00 0.12 0.12 29.00 2.35 0.33 5.00 0.00 0.15 0.15 32.15 0.32 0.32 5.00 0.00 0.12 0.12 29.05 2.35 0.33 5.00 0.00 0.15 0.15 32.20 0.32 0.32 5.00 0.00 0.12 0.12 29.10 2.35 0.33 5.00 0.00 0.15 0.15 32. 25 0.31 0.32 5.00 0.00 0.12 0.12 29.15 2.35 0.33 5.00 0.00 0.15 0.15 32. 30 0.31 0.32 5.00 0.00 0.12 0.12 29.20 2.35 0.33 5.00 0.00 0.15 0.15 32. 35 0.30 0.32 5.00 0.00 0.12 0.12 29.25 2.35 0.33 5.00 0.00 0.15 0.15 32. 40 0.29 0.32 5.00 0.00 0.11 0.11 29.30 2.35 0.33 5.00 0.00 0.15 0.15 32.45 0.29 0.32 5.00 0.00 0.11 0.11 29.35 2.35 0.33 5.00 0.00 0.15 0.15 32.50 0.28 0.32 5.00 0.00 0.11 0.11 29.40 2.35 0.33 5.00 0.00 0.15 0.15 32.55 0.29 0.32 5.00 0.00 0.11 0.11 29.45 2.34 0.33 5.00 0.00 0.15 0.15 32.60 0.30 0.32 5.00 0.00 0.11 0.11 29.50 2.34 0.33 5.00 0.00 0.15 0.15 32.65 0.31 0.32 5.00 0.00 0.11 0.11 29.55 2.34 0.33 5.00 0.00 0.15 0.15 32.70 0.32 0.32 5.00 0.00 0.11 0.11 29.60 2.34 0.33 5.00 0.00 0.15 0.15 32.75 0.33 0.32 5.00 0.00 0.11 0.11 29.65 2.34 0.33 5.00 0.00 0.15 0.15 32. 80 0.35 0.32 5.00 0.00 0.10 0.10 29.70 2.34 0.33 5.00 0.00 0.15 0.15 32.85 0.36 0.32 5.00 0.00 0.10 0.10 29.75 2.34 0.33 5.00 0.00 0.15 0.15 32.90 0.37 0.32 5.00 0.00 0.10 0.10 29.80 2.34 0.33 5.00 0.00 0.15 0.15 32.95 0.39 0.32 5.00 0.00 0.10 0.10 29.85 2.34 0.33 5.00 0.00 0.15 0.15 33.00 0.41 0.32 5.00 0.00 0.10 0.10 29.90 2.34 0.33 5.00 0.00 0.15 0.15 33.05 0.43 0.32 5.00 0.00 0.10 0.10 29.95 2.34 0.33 5.00 0.00 0.15 0.15 33.10 0.47 0.32 5.00 0.00 0.10 0.10 30.00 2.34 0.33 5.00 0.00 0.15 0.15 33.15 2.29 0.32 5.00 0.00 0.10 0.10 30.05 2.34 0.33 5.00 0.00 0.15 0.15 33.20 2.29 0.32 5.00 0.00 0.10 0.10 30.10 2.34 0.33 5.00 0.00 0.15 0.15 33.25 2.29 0.32 5.00 0.00 0.10 0.10 30.15 2.34 0.33 5.00 0.00 0.15 0.15 33. 30 2.29 0.32 5.00 0.00 0.10 0.10 30.20 2.33 0.33 5.00 0.00 0.15 0.15 33. 35 2.29 0.32 5.00 0.00 0.10 0.10 30.25 2.33 0.33 5.00 0.00 0.14 0.14 33.40 2.29 0.32 5.00 0.00 0.10 0.10 30.30 2.33 0.33 5.00 0.00 0.14 0.14 33.45 2.29 0.32 5.00 0.00 0.09 0.09 30.35 2.33 0.33 5.00 0.00 0.14 0.14 33. 50 2.29 0.32 5.00 0.00 0.09 0.09 30.40 2.33 0.33 5.00 0.00 0.14 0.14 33.55 2.29 0.32 5.00 0.00 0.09 0.09 30.45 2.33 0.33 5.00 0.00 0.14 0.14 33.60 2.29 0.32 5.00 0.00 0.09 0.09 Page 11 Page 12 LB-7-dry-settlement LB-7-dry-settlement 33.65 2.29 0.32 5.00 0.00 0.09 0.09 36. 80 2.25 0.31 5.00 0.00 0.07 0.07 33.70 2.29 0.32 5.00 0.00 0.09 0.09 36. 85 2.25 0.31 5.00 0.00 0.07 0.07 33.75 2.29 0.32 5.00 0.00 0.09 0.09 36. 90 2.24 0.31 5.00 0.00 0.07 0.07 33.80 2.29 0.32 5.00 0.00 0.09 0.09 36. 95 2.24 0.31 5.00 0.00 0.07 0.07 33.85 2.28 0.32 5.00 0.00 0.09 0.09 37. 00 2.24 0.31 5.00 0.00 0.07 0.07 33.90 2.28 0.32 5.00 0.00 0.09 0.09 37. 05 2.24 0.31 5.00 0.00 0.07 0.07 33.95 2.28 0.32 5.00 0.00 0.09 0.09 37. 10 2.24 0.31 5.00 0.00 0.07 0.07 34.00 2.28 0.31 5.00 0.00 0.09 0.09 37. 15 2.24 0.31 5.00 0.00 0.07 0.07 34. 05 2.28 0.31 5.00 0.00 0.09 0.09 37. 20 2.24 0.31 5.00 0.00 0.07 0.07 34.10 2.28 0.31 5.00 0.00 0.09 0.09 37. 25 2.24 0.31 5.00 0.00 0.07 0.07 34.15 2.28 0.31 5.00 0.00 0.09 0.09 37. 30 2.24 0.31 5.00 0.00 0.07 0.07 34.20 2.28 0.31 5.00 0.00 0.09 0.09 37. 35 2.24 0.31 5.00 0.00 0.07 0.07 34.25 2.28 0.31 5.00 0.00 0.09 0.09 37. 40 2.24 0.31 5.00 0.00 0.07 0.07 34. 30 2.28 0.31 5.00 0.00 0.09 0.09 37. 45 2.24 0.31 5.00 0.00 0.07 0.07 34. 35 2.28 0.31 5.00 0.00 0.09 0.09 37. 50 2.24 0.30 5.00 0.00 0.07 0.07 34.40 2.28 0.31 5.00 0.00 0.09 0.09 37. 55 2.24 0.30 5.00 0.00 0.07 0.07 34. 45 2.28 0.31 5.00 0.00 0.09 0.09 37. 60 2.24 0.30 5.00 0.00 0.07 0.07 34.50 2.28 0.31 5.00 0.00 0.09 0.09 37. 65 2.24 0.30 5.00 0.00 0.07 0.07 34.55 2.28 0.31 5.00 0.00 0.09 0.09 37. 70 2.23 0.30 5.00 0.00 0.07 0.07 34.60 2.27 0.31 5.00 0.00 0.09 0.09 37. 75 2.23 0.30 5.00 0.00 0.07 0.07 34.65 2.27 0.31 5.00 0.00 0.09 0.09 37. 80 2.23 0.30 5.00 0.00 0.07 0.07 34.70 2.27 0.31 5.00 0.00 0.09 0.09 37. 85 2.23 0.30 5.00 0.00 0.07 0.07 34.75 2.27 0.31 5.00 0.00 0.09 0.09 37. 90 2.23 0.30 5.00 0.00 0.07 0.07 34.80 2.27 0.31 5.00 0.00 0.09 0.09 37. 95 2.23 0.30 5.00 0.00 0.07 0.07 34.85 2.27 0.31 5.00 0.00 0.09 0.09 38. 00 2.23 0.30 5.00 0.00 0.07 0.07 34.90 2.27 0.31 5.00 0.00 0.09 0.09 38. 05 2.23 0.30 5.00 0.00 0.07 0.07 34.95 2.27 0.31 5.00 0.00 0.08 0.08 38. 10 2.23 0.30 5.00 0.00 0.07 0.07 35.00 2.27 0.31 5.00 0.00 0.08 0.08 38. 15 2.23 0.30 5.00 0.00 0.07 0.07 35.05 2.27 0.31 5.00 0.00 0.08 0.08 38. 20 2.23 0.30 5.00 0.00 0.07 0.07 35.10 2.27 0.31 5.00 0.00 0.08 0.08 38. 25 2.23 0.30 5.00 0.00 0.07 0.07 35.15 2.27 0.31 5.00 0.00 0.08 0.08 38. 30 2.23 0.30 5.00 0.00 0.07 0.07 35.20 2.27 0.31 5.00 0.00 0.08 0.08 38. 35 2.23 0.30 5.00 0.00 0.07 0.07 35.25 2.27 0.31 5.00 0.00 0.08 0.08 38. 40 2.23 0.30 5.00 0.00 0.07 0.07 35.30 2.27 0.31 5.00 0.00 0.08 0.08 38. 45 2.23 0.30 5.00 0.00 0.06 0.06 35. 35 2.26 0.31 5.00 0.00 0.08 0.08 38. 50 2.22 0.30 5.00 0.00 0.06 0.06 35.40 2.26 0.31 5.00 0.00 0.08 0.08 38. 55 2.22 0.30 5.00 0.00 0.06 0.06 35.45 2.26 0.31 5.00 0.00 0.08 0.08 38. 60 2.22 0.30 5.00 0.00 0.06 0.06 35.50 2.26 0.31 5.00 0.00 0.08 0.08 38. 65 2.22 0.30 5.00 0.00 0.06 0.06 35.55 2.26 0.31 5.00 0.00 0.08 0.08 38. 70 2.22 0.30 5.00 0.00 0.06 0.06 35.60 2.26 0.31 5.00 0.00 0.08 0.08 38. 75 2.22 0.30 5.00 0.00 0.06 0.06 35.65 2.26 0.31 5.00 0.00 0.08 0.08 38. 80 2.22 0.30 5.00 0.00 0.06 0.06 35.70 2.26 0.31 5.00 0.00 0.08 0.08 38. 85 2.22 0.30 5.00 0.00 0.06 0.06 35.75 2.26 0.31 5.00 0.00 0.08 0.08 38. 90 2.22 0.30 5.00 0.00 0.06 0.06 35.80 2.26 0.31 5.00 0.00 0.08 0.08 38. 95 2.22 0.30 5.00 0.00 0.06 0.06 35.85 2.26 0.31 5.00 0.00 0.08 0.08 39. 00 2.22 0.30 5.00 0.00 0.06 0.06 35.90 2.26 0.31 5.00 0.00 0.08 0.08 39. 05 2.22 0.30 5.00 0.00 0.06 0.06 35.95 2.26 0.31 5.00 0.00 0.08 0.08 39. 10 2.22 0.30 5.00 0.00 0.06 0.06 36.00 2.26 0.31 5.00 0.00 0.08 0.08 39. 15 2.22 0.30 5.00 0.00 0.06 0.06 36.05 2.26 0.31 5.00 0.00 0.08 0.08 39. 20 2.22 0.30 5.00 0.00 0.06 0.06 36.10 2.26 0.31 5.00 0.00 0.08 0.08 39. 25 0.50 0.30 5.00 0.00 0.06 0.06 36.15 2.25 0.31 5.00 0.00 0.08 0.08 39. 30 0.44 0.30 5.00 0.00 0.06 0.06 36.20 2.25 0.31 5.00 0.00 0.08 0.08 39. 35 0.41 0.30 5.00 0.00 0.06 0.06 36.25 2.25 0.31 5.00 0.00 0.08 0.08 39. 40 0.40 0.30 5.00 0.00 0.06 0.06 36.30 2.25 0.31 5.00 0.00 0.08 0.08 39. 45 0.38 0.30 5.00 0.00 0.06 0.06 36. 35 2.25 0.31 5.00 0.00 0.08 0.08 39. 50 0.37 0.30 5.00 0.00 0.06 0.06 36.40 2.25 0.31 5.00 0.00 0.08 0.08 39. 55 0.35 0.30 5.00 0.00 0.05 0.05 36.45 2.25 0.31 5.00 0.00 0.08 0.08 39. 60 0.34 0.30 5.00 0.00 0.05 0.05 36.50 2.25 0.31 5.00 0.00 0.08 0.08 39.65 0.33 0.30 5.00 0.00 0.05 0.05 36.55 2.25 0.31 5.00 0.00 0.08 0.08 39. 70 0.32 0.30 5.00 0.00 0.05 0.05 36.60 2.25 0.31 5.00 0.00 0.08 0.08 39. 75 0.31 0.30 5.00 0.00 0.05 0.05 36.65 2.25 0.31 5.00 0.00 0.08 0.08 39. 80 0.31 0.30 5.00 0.00 0.05 0.05 36.70 2.25 0.31 5.00 0.00 0.08 0.08 39. 85 0.30 0.30 5.00 0.00 0.05 0.05 36.75 2.25 0.31 5.00 0.00 0.08 0.08 39. 90 0.29 0.30 5.00 0.00 0.05 0.05 Page 13 Page 14 LB-7-dry-settlement LB-7-dry-settlement 39.95 0.28 0.30 5.00 0.00 0.05 0.05 43. 10 2.00 0.29 5.00 0.00 0.00 0.00 40.00 0.27 0.30 5.00 0.00 0.05 0.05 43. 15 2.00 0.29 5.00 0.00 0.00 0.00 40.05 0.27 0.30 5.00 0.00 0.05 0.05 43. 20 2.00 0.29 5.00 0.00 0.00 0.00 40.10 0.27 0.30 5.00 0.00 0.05 0.05 43. 25 2.00 0.29 5.00 0.00 0.00 0.00 40.15 0.27 0.30 5.00 0.00 0.04 0.04 43. 30 2.00 0.29 5.00 0.00 0.00 0.00 40.20 0.27 0.30 5.00 0.00 0.04 0.04 43. 35 2.00 0.29 5.00 0.00 0.00 0.00 40.25 0.27 0.30 5.00 0.00 0.04 0.04 43. 40 2.00 0.29 5.00 0.00 0.00 0.00 40. 30 0.27 0.30 5.00 0.00 0.04 0.04 43. 45 2.00 0.29 5.00 0.00 0.00 0.00 40. 35 0.27 0.30 5.00 0.00 0.04 0.04 43. 50 2.00 0.29 5.00 0.00 0.00 0.00 40.40 0.27 0.30 5.00 0.00 0.04 0.04 43. 55 2.00 0.29 5.00 0.00 0.00 0.00 40.45 0.27 0.30 5.00 0.00 0.04 0.04 43. 60 2.00 0.29 5.00 0.00 0.00 0.00 40.50 0.27 0.30 5.00 0.00 0.04 0.04 43. 65 2.00 0.29 5.00 0.00 0.00 0.00 40.55 0.28 0.30 5.00 0.00 0.04 0.04 43. 70 2.00 0.29 5.00 0.00 0.00 0.00 40.60 0.28 0.30 5.00 0.00 0.04 0.04 43. 75 2.00 0.29 5.00 0.00 0.00 0.00 40.65 0.28 0.30 5.00 0.00 0.04 0.04 43. 80 2.00 0.29 5.00 0.00 0.00 0.00 40.70 0.28 0.30 5.00 0.00 0.03 0.03 43. 85 2.00 0.29 5.00 0.00 0.00 0.00 40.75 0.28 0.30 5.00 0.00 0.03 0.03 43. 90 2.00 0.29 5.00 0.00 0.00 0.00 40.80 0.28 0.30 5.00 0.00 0.03 0.03 43. 95 2.00 0.29 5.00 0.00 0.00 0.00 40.85 0.28 0.30 5.00 0.00 0.03 0.03 44. 00 2.00 0.29 5.00 0.00 0.00 0.00 40.90 0.28 0.30 5.00 0.00 0.03 0.03 44. 05 2.00 0.29 5.00 0.00 0.00 0.00 40.95 0.28 0.30 5.00 0.00 0.03 0.03 44. 10 2.00 0.29 5.00 0.00 0.00 0.00 41.00 0.28 0.29 5.00 0.00 0.03 0.03 44. 15 2.00 0.29 5.00 0.00 0.00 0.00 41.05 0.28 0.29 5.00 0.00 0.03 0.03 44. 20 2.00 0.29 5.00 0.00 0.00 0.00 41.10 0.28 0.29 5.00 0.00 0.03 0.03 44. 25 2.00 0.29 5.00 0.00 0.00 0.00 41.15 0.28 0.29 5.00 0.00 0.03 0.03 44. 30 2.00 0.29 5.00 0.00 0.00 0.00 41.20 0.28 0.29 5.00 0.00 0.03 0.03 44. 35 2.00 0.29 5.00 0.00 0.00 0.00 41.25 0.28 0.29 5.00 0.00 0.02 0.02 44. 40 2.00 0.29 5.00 0.00 0.00 0.00 41.30 0.28 0.29 5.00 0.00 0.02 0.02 44. 45 2.00 0.29 5.00 0.00 0.00 0.00 41. 35 0.28 0.29 5.00 0.00 0.02 0.02 44. 50 2.00 0.28 5.00 0.00 0.00 0.00 41.40 0.28 0.29 5.00 0.00 0.02 0.02 44. 55 2.00 0.28 5.00 0.00 0.00 0.00 41.45 0.28 0.29 5.00 0.00 0.02 0.02 44. 60 2.00 0.28 5.00 0.00 0.00 0.00 41.50 0.28 0.29 5.00 0.00 0.02 0.02 44. 65 2.00 0.28 5.00 0.00 0.00 0.00 41.55 0.28 0.29 5.00 0.00 0.02 0.02 44. 70 2.00 0.28 5.00 0.00 0.00 0.00 41.60 0.28 0.29 5.00 0.00 0.02 0.02 44.75 2.00 0.28 5.00 0.00 0.00 0.00 41.65 0.28 0.29 5.00 0.00 0.02 0.02 44.80 2.00 0.28 5.00 0.00 0.00 0.00 41.70 0.28 0.29 5.00 0.00 0.02 0.02 44.85 2.00 0.28 5.00 0.00 0.00 0.00 41.75 0.28 0.29 5.00 0.00 0.01 0.01 44. 90 2.00 0.28 5.00 0.00 0.00 0.00 41.80 0.28 0.29 5.00 0.00 0.01 0.01 44. 95 2.00 0.28 5.00 0.00 0.00 0.00 41.85 0.28 0.29 5.00 0.00 0.01 0.01 45. 00 2.00 0.28 5.00 0.00 0.00 0.00 41.90 0.28 0.29 5.00 0.00 0.01 0.01 45. 05 2.00 0.28 5.00 0.00 0.00 0.00 41.95 0.28 0.29 5.00 0.00 0.01 0.01 45. 10 2.00 0.28 5.00 0.00 0.00 0.00 42.00 0.28 0.29 5.00 0.00 0.01 0.01 45. 15 2.00 0.28 5.00 0.00 0.00 0.00 42.05 0.28 0.29 5.00 0.00 0.01 0.01 45. 20 2.00 0.28 5.00 0.00 0.00 0.00 42.10 0.28 0.29 5.00 0.00 0.01 0.01 45. 25 2.00 0.28 5.00 0.00 0.00 0.00 42.15 0.28 0.29 5.00 0.00 0.01 0.01 45. 30 2.00 0.28 5.00 0.00 0.00 0.00 42.20 0.28 0.29 5.00 0.00 0.01 0.01 45. 35 2.00 0.28 5.00 0.00 0.00 0.00 42.25 0.28 0.29 5.00 0.00 0.01 0.01 45. 40 2.00 0.28 5.00 0.00 0.00 0.00 42.30 0.28 0.29 5.00 0.00 0.00 0.00 45. 45 2.00 0.28 5.00 0.00 0.00 0.00 42. 35 0.28 0.29 5.00 0.00 0.00 0.00 45. 50 2.00 0.28 5.00 0.00 0.00 0.00 42.40 0.28 0.29 5.00 0.00 0.00 0.00 45. 55 2.00 0.28 5.00 0.00 0.00 0.00 42.45 0.28 0.29 5.00 0.00 0.00 0.00 45. 60 2.00 0.28 5.00 0.00 0.00 0.00 42.50 0.28 0.29 5.00 0.00 0.00 0.00 45. 65 2.00 0.28 5.00 0.00 0.00 0.00 42.55 2.00 0.29 5.00 0.00 0.00 0.00 45. 70 2.00 0.28 5.00 0.00 0.00 0.00 42.60 2.00 0.29 5.00 0.00 0.00 0.00 45. 75 2.00 0.28 5.00 0.00 0.00 0.00 42.65 2.00 0.29 5.00 0.00 0.00 0.00 45. 80 2.00 0.28 5.00 0.00 0.00 0.00 42.70 2.00 0.29 5.00 0.00 0.00 0.00 45. 85 2.00 0.28 5.00 0.00 0.00 0.00 42.75 2.00 0.29 5.00 0.00 0.00 0.00 45. 90 2.00 0.28 5.00 0.00 0.00 0.00 42.80 2.00 0.29 5.00 0.00 0.00 0.00 45. 95 2.00 0.28 5.00 0.00 0.00 0.00 42.85 2.00 0.29 5.00 0.00 0.00 0.00 46. 00 2.00 0.28 5.00 0.00 0.00 0.00 42.90 2.00 0.29 5.00 0.00 0.00 0.00 46. 05 2.00 0.28 5.00 0.00 0.00 0.00 42.95 2.00 0.29 5.00 0.00 0.00 0.00 46. 10 2.00 0.28 5.00 0.00 0.00 0.00 43.00 2.00 0.29 5.00 0.00 0.00 0.00 46. 15 2.00 0.28 5.00 0.00 0.00 0.00 43.05 2.00 0.29 5.00 0.00 0.00 0.00 46. 20 2.00 0.28 5.00 0.00 0.00 0.00 Page 15 Page 16 LB-7-dry-settlement 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.28 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 2.00 0.27 5.00 0.00 0.00 0.00 Page 17 LB-/-dry-settlement 49. 40 2.00 0.27 5.00 0.00 0.00 0.00 49.45 2.00 0.27 5.00 0.00 0.00 0.00 49. 50 2.00 0.27 5.00 0.00 0.00 0.00 49. 55 2.00 0.27 5.00 0.00 0.00 0.00 49. 60 2.00 0.27 5.00 0.00 0.00 0.00 49. 65 2.00 0.27 5.00 0.00 0.00 0.00 49. 70 2.00 0.27 5.00 0.00 0.00 0.00 49. 75 2.00 0.27 5.00 0.00 0.00 0.00 49. 80 2.00 0.27 5.00 0.00 0.00 0.00 49. 85 2.00 0.27 5.00 0.00 0.00 0.00 49. 90 2.00 0.27 5.00 0.00 0.00 0.00 49. 95 2.00 0.27 5.00 0.00 0.00 0.00 50. 00 2.00 0.27 5.00 0.00 0.00 0.00 50. 05 2.00 0.27 5.00 0.00 0.00 0.00 50. 10 2.00 0.27 5.00 0.00 0.00 0.00 50. 15 2.00 0.27 5.00 0.00 0.00 0.00 50. 20 2.00 0.27 5.00 0.00 0.00 0.00 50. 25 2.00 0.27 5.00 0.00 0.00 0.00 50. 30 2.00 0.27 5.00 0.00 0.00 0.00 50. 35 2.00 0.27 5.00 0.00 0.00 0.00 50. 40 2.00 0.27 5.00 0.00 0.00 0.00 50. 45 2.00 0.27 5.00 0.00 0.00 0.00 50. 50 2.00 0.27 5.00 0.00 0.00 0.00 50. 55 2.00 0.27 5.00 0.00 0.00 0.00 50. 60 2.00 0.27 5.00 0.00 0.00 0.00 50. 65 2.00 0.27 5.00 0.00 0.00 0.00 50. 70 2.00 0.27 5.00 0.00 0.00 0.00 50. 75 2.00 0.27 5.00 0.00 0.00 0.00 50. 80 2.00 0.27 5.00 0.00 0.00 0.00 50. 85 2.00 0.27 5.00 0.00 0.00 0.00 50. 90 2.00 0.27 5.00 0.00 0.00 0.00 50. 95 2.00 0.27 5.00 0.00 0.00 0.00 51. 00 2.00 0.27 5.00 0.00 0.00 0.00 51. 05 2.00 0.27 5.00 0.00 0.00 0.00 51. 10 2.00 0.27 5.00 0.00 0.00 0.00 51. 15 2.00 0.27 5.00 0.00 0.00 0.00 51. 20 2.00 0.27 5.00 0.00 0.00 0.00 51. 25 2.00 0.27 5.00 0.00 0.00 0.00 51. 30 2.00 0.27 5.00 0.00 0.00 0.00 51. 35 2.00 0.27 5.00 0.00 0.00 0.00 51. 40 2.00 0.27 5.00 0.00 0.00 0.00 51. 45 2.00 0.27 5.00 0.00 0.00 0.00 51. 50 2.00 0.26 5.00 0.00 0.00 0.00 a F.S.<1, Liquefaction Potential zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Depth = ft, Stress or Pressure = atm (tsf), Unit Weight = pcf, Settlement = in. 1 atm (atmosphere) - 1 tst (ton/tt2) CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.-CRRm/CSRsf S-sat Settlement from saturated sands S-dry Settlement from Unsaturated Sands S-all Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 18 ATTACHMENT D NOT USED ATTACHMENT E CALCULATIONS MainPlace Mall Specific Plan WQMP Volume and Flow Rate Calculations Parcel %Impervious C A (acres) Reduction Depth (inches) Volume (cubic feet) Adj Volume (cubic feet) 1 90% 0.825 5.44 50.0% 0.8 13,000 6,500 2 90% 0.825 1.63 50.0% 0.8 3,900 2,000 3 90% 0.825 1.91 50.0% 0.8 4,600 2,300 4 90% 0.825 1.76 50.0% 0.8 4,200 2,100 5 90% 0.825 2.53 50.0% 0.8 6,500 3,400 6 90% 0.825 22.9 50.0% 0.8 54,900 27,500 7 90% 0.825 4.05 50.0% 0.8 9,700 4,900 S 90% 0.825 3.05 50.0% 0.8 7,400 3,700 9 90% 0.825 1.97 50.0% 0.8 4,700 2,400 10 90% O.S25 1.66 50.0% 0.8 4,000 2,000 Not Part 90% O.S25 2.94 50.0% 0.8 7,000 3,500 Note: Reduction is based on 20%for Density, 20%MXD Use, 10% Urban Center, 10%redevelopment (50%Max) KHA/JM 12/1/2015 DYODS TM Design Your Own Detention System Aft.-il L1V0^LU IF i &�■ . CONSTRUCTION PRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: Mainplace Parcel 1 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): System Sizing Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q: CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com Use Custom Layout 6,535 cf 0 cf 6,535 cf 8 barrels 65.00 ft 46. ft x 65. ft 520 ft 24 pcs 16 bands 3 trucks Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells --- Spacing Diameter S tracing ff w 12.57 ft2 Pipe Area 4 i v at right) for layout adjustment Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 100.5% Of Required Storage Barrel12 0 Barrel 11 0 Barrel10 0 Barrel 0 Barrel 65 Barrel 65 Barrel 65 Barrel 65 Barrel 65 Barrel 65 1108 cy Barrel 2 1 65 0 cy Stone Barrel 1 65 866 cy Fill imate and should be verified upon final AL 0 10 20 30 40 50 60 70 © 2007 CONTECH Stormwater Solutions DYODS TM Design Your Own Detention System CONSTRUCTION IRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: IlMainplace Parcel 2 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): ISvstem Sizina Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com 2,000 25.00 10.00 Solid 48 2.00 0 12 0 40 Use Custom Layout 2,011 cf 0 cf 2,011 cf 4 barrels 40.00 ft 22. ft x 40. ft 160 ft 8 pcs 4 bands 1 trucks Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells - 12.57 ft2 Pipe Area at right) for lavout adiustment 100.5% Of Required Storage 326 cy 0 cy Stone 252 cy Fill imate and should be verified final Spacing Diameter r v S,uacing Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 Barrel12 Barrel 11 Barrel10 Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel 1 0 0 0 0 0 0 0 0 40 40 40 40 0 0 0 0 0 0 0 0 40 40 40 40 0 10 20 30 40 50 © 2007 CONTECH Stormwater Solutions DYODS TIVI Design Your Own Detention System CONSTRUCTION PRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: Mainplace Parcel 3 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): ISvstem Sizina Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr w \\I%uV1Ewu® Ic :.►: CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells --- 2, 300 25.00 o 10.00 Spacing Diameter S tracing Solid - -- - - - , ff w 48 12.57 ft2 Pipe Area 4 2.00 0 12 0 UT 40 ------ - - - - - - Use Custom Layout 2,312 cf 0 cf 2,312 cf 4 barrels 46.00 ft 22. ft x 46. ft 184 ft 8 pcs 4 bands 1 trucks at right) for lavout adiustment 100.5% Of Required Storage 375 cy 0 cy Stone 289 cy Fill imate and should be verified final Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 Barrel12 Barrel 11 Barrel10 Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel 1 0 0 0 0 0 0 0 0 46 46 46 46 0 0 0 0 0 0 0 0 46 46 46 46 0 10 20 30 40 50 © 2007 CONTECH Stormwater Solutions DYODS TIVI Design Your Own Detention System CONSTRUCTION PRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: Mainplace Parcel 4 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): ISvstem Sizina Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr w \\I%uV1Ewu® Ic :.►: CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells --- 2,100 25.00 o 10.00 Spacing Diameter S tracing Solid - -- - - - , ff w 48 12.57 ft2 Pipe Area 4 2.00 0 12 0 UT 40 ------ - - - - - - Use Custom Layout 2,111 cf 0 cf 2,111 cf 4 barrels 42.00 ft 22. ft x 42. ft 168 ft 8 pcs 4 bands 1 trucks at right) for lavout adiustment 100.5% Of Required Storage 343 cy 0 cy Stone 265 cy Fill imate and should be verified final Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 Barrel12 Barrel 11 Barrel10 Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel 1 0 0 0 0 0 0 0 0 42 42 42 42 0 0 0 0 0 0 0 0 42 42 42 42 0 10 20 30 40 50 © 2007 CONTECH Stormwater Solutions DYODS TM Design Your Own Detention System \\I&�uviewu® IC 15�4d = `= = . CMP DETENTION SYSTEMS Access Riser Barrels Header 11l��CV rFj►01% ■ r� m _ CONSTRUCTION PRODUCTS INC. For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-CpI.COm Bands Project Summary Date: 4/24/2019 Project Name: City/ County: y Mainplace Parcel 5 Pavement Finished Grade Elevation Santa Ana California State: Jason Marechal Q - SpacingS - ff ----- 4 _ Backfill to Grade * - N -- -CDiafmte�rtracing - , Q 0 w Designed By: Company: Telephone: Enter Information in Blue Cells I Kimley-Horn (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: 3,400 12.57 ft 2 Pipe Area 25.00 10.00 Solid 48 Spacing between Barrels (ft): 2.00 Stone Width Around Perimeter of System (ft): Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity 0 to 40% : - 0 12 0 40 System Sizing Use Custom Layout (at right) for layout adjustment Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Pipe Storage: 3,418 cf Porous Stone Storage: 0 cf Excess Footage = 0 Total Storage Provided: 3,418 cf 100.5% Of Required Storage Number of Barrels: 4 barrels Barrel 12 0 0 Length Per Barrel: 68.00 ft Barrel 11 0 0 Rectangular Footprint (W x Q: 22. ft x 68. ft Barrel 10 0 0 Barrel Barrel 8 Barrel 7 0 0 0 0 0 0 CONTECH Materials Total CMP Footage: 272 ft Approximate Total Pieces: 12 pcs Barrel 6 0 0 Approximate Coupling Bands: 8 bands Barrel 5 0 0 Approximate Truckloads: 2 trucks Barrel 4 Barrel 3 Barrel 2 68 68 68 68 68 68 Construction Quantities** Total Excavation: 555 cy Porous Stone Backfill For Storage: 0 cy Stone Barrel 1 68 68 Backfill to Grade Excluding Stone: 428 cy Fill 0 20 40 60 80 'Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions D Y O D S TM Design Your Own Detention System A��I��VTCAV® CONSTRUCTION PRODUCTS INC. \\I// „vie^RA® �� kWil `= r� CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com,>� Access Riser Barrels Header - - Bands_ Project Summary Date: 4/24/2019 Project Name: City / County: Mainplace Parcel 6 Finished Pavement Ereva oGrade Santa Ana California State: Designed By: Company: Telephone: Enter Information in Blue Cells Jason Marechal Q _ Backfill to Grade N ' -- - . - - -- _ _ _ _ - - - - - - - --- - - - - ` a 0 Kimley-Horn (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): 27,500 100.00 10.00 Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: 12.57 ftZ Pipe Area - spacloy - - sp `"l"' - z W Solid 48 Spacing between Barrels (ft): 2.00 Stone Width Around Perimeter of System (ft): 0 Depth A: Porous Stone Above Pipe (in): 12 Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): 10 40 System Sizing Use Custom Layout (at right) for layout adjustment Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Pipe Storage: 27,558 cf Porous Stone Storage: 0 cf Additional Footage Required = 2193 Total Storage Provided: 27,558 cf 100.2% Of Required Storage Number of Barrels: 17 barrels Length Per Barrel: 129.00 ft Rectangular Footprint (W x L): 100. ft x 129. ft Barrel 12 0 Barrel 11 0 Barrel 10 o Number Of Barrels Exceed Graph Limitations Barrel Barrel 8 Barrel 7 0 0 0 CONTECH Materials Total CMP Footage: 2,193 ft Approximate Total Pieces: 102 pcs Barrel 6 0 Approximate Coupling Bands: 85 bands Barrel 5 0 Approximate Truckloads: 13 trucks Barrel 4 Barrel Barrel 2 0 0 0 ConstructionQuantities" Total Excavation: 4778 cy Porous Stone Backfill For Storage: 0 cy Stone Barrel 1 0 Backfill to Grade Excluding Stone: 3757 cy Fill —Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions DYODS TIVI Design Your Own Detention System CONSTRUCTION PRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: Mainplace Parcel 7 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): ISvstem Sizina Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells --- 4, 900 25.00 o 10.00 Spacing Diameter S tracing Solid - -- - - - , ff w 48 12.57 ft2 Pipe Area 4 2.00 0 12 0 UT 40 ------ - - - - - - Use Custom Layout 4,926 cf 0 cf 4,926 cf 4 barrels 98.00 ft 22. ft x 98. ft 392 ft 20 pcs 16 bands 3 trucks at right) for lavout adiustment 100.5% Of Required Storage 799 cy 0 cy Stone 617 cy Fill imate and should be verified final Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 Barrel12 Barrel 11 Barrel10 Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel 1 0 0 0 0 0 0 0 0 98 98 98 98 0 0 0 0 0 0 0 0 98 98 98 98 0 20 40 60 80 100 120 © 2007 CONTECH Stormwater Solutions DYODS TM Design Your Own Detention System w��uTCwu:� CONSTRUCTION PRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: Mainplace Parcel 8 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): ISvstem Sizina Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com 3,700 25.00 10.00 Solid 48 2.00 0 12 0 40 Use Custom Layout 3,720 cf 0 cf 3,720 cf 4 barrels 74.00 ft 22. ft x 74. ft 296 ft 16 pcs 12 bands 2 trucks Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells - 12.57 ft2 Pipe Area at right) for lavout adiustment 100.5% Of Required Storage 603 cy 0 cy Stone 465 cy Fill imate and should be verified final Spacing Q w Diameter S tracing 6 ' � w Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 Barrel 12 Barrel 11 Barrel10 Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel 1 0 0 0 0 0 0 0 0 74 74 74 74 0 0 0 0 0 0 0 0 74 lip 74 74 74 0 20 40 60 80 © 2007 CONTECH Stormwater Solutions DYODS TM Design Your Own Detention System CONSTRUCTION PRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: Mainplace Parcel 9 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): System Sizing Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q: CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr w \\I%uV1Ewu® Ic :.►: CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com 2,400 25.00 10.00 Solid 48 2.00 0 12 0 40 Use Custom Layout 2,413 cf 0 cf 2,413 cf 4 barrels 48.00 ft 22. ft x 48. ft 192 ft 8 pcs 4 bands 1 trucks Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells --- ' w Spacing Diameter S tracing ff w 12.57 ft2 Pipe Area 4 i at right) for layout adjustment Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 100.5% Of Required Storage Barrel12 0 Barrel 11 0 Barrel10 0 Barrel 0 Barrel 0 Barrel 0 Barrel 0 Barrel 0 Barrel 48 Barrel 48 392 cy Barrel 2 48 0 cy Stone Barrel 1 48 303 cy Fill imate and should be verified upon final 0 0 0 0 0 0 0 g 48 0 10 20 30 40 50 60 © 2007 CONTECH Stormwater Solutions DYODS TM Design Your Own Detention System CONSTRUCTION IRODUCTS INC. Project Summary Date: 4/24/2019 Project Name: Mainplace Parcel 10 City / County: Santa Ana State: California Designed By: Jason Marechal Company: Kimley-Horn Telephone: (714) 786-6183 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Effective Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft) Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): ISvstem Sizina Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length Per Barrel: Rectangular Footprint (W x Q CONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Construction Quantities** Total Excavation: Porous Stone Backfill For Storage Backfill to Grade Excluding Stone: 'Construction quantities are appr CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com 2,000 25.00 10.00 Solid 48 2.00 0 12 0 40 Use Custom Layout 2,011 cf 0 cf 2,011 cf 4 barrels 40.00 ft 22. ft x 40. ft 160 ft 8 pcs 4 bands 1 trucks Finished Grade Pavement Elevation Backfill to Grade c w N Enter Information in Q - Blue Cells - 12.57 ft2 Pipe Area at right) for lavout adiustment 100.5% Of Required Storage 326 cy 0 cy Stone 252 cy Fill imate and should be verified final Spacing Diameter r v S,uacing Custom Layout To adjust layout, enter desired barrel length in the light blue boxes below. Excess Footage = 0 Barrel12 Barrel 11 Barrel 10 Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel Barrel 1 0 0 0 0 0 0 0 0 40 40 40 40 0 0 0 0 0 0 0 0 40 40 40 40 0 10 20 30 40 50 © 2007 CONTECH Stormwater Solutions MEA2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * EXISTING AREA A 2-YEAR STORM * * ************************************************************************** FILE NAME: MEA2.DAT TIME/DATE OF STUDY: 11:12 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MEA2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-A5 + + **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.54 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 7.12 TOTAL AREA(ACRES) = 3.54 PEAK FLOW RATE(CFS) = 7.12 **************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 112.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MEA2.OUT ELEVATION DATA: UPSTREAM(FEET) = 145.20 DOWNSTREAM(FEET) = 142.90 FLOW LENGTH(FEET) = 488.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 4.03 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 7.12 PIPE TRAVEL TIME(MIN.) = 2.02 Tc(MIN.) = 7.02 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 112.00 = 588.00 FEET. + + EX-A4 + + FLOW PROCESS FROM NODE 112.00 TO NODE 112.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.91 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.91 INITIAL SUBAREA RUNOFF(CFS) = 3.84 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.02 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.863 SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 3.15 EFFECTIVE AREA(ACRES) = 5.45 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.4 PEAK FLOW RATE(CFS) = 8.99 **************************************************************************** FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Page 3 MEA2.OUT ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.90 DOWNSTREAM(FEET) = 142.00 FLOW LENGTH(FEET) = 306.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.18 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.99 PIPE TRAVEL TIME(MIN.) = 1.22 Tc(MIN.) = 8.24 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 113.00 = 894.00 FEET. + + EX-A3 + + FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 144.00 ELEVATION DATA: UPSTREAM(FEET) = 153.70 DOWNSTREAM(FEET) = 151.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.033 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.255 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.24 0.30 0.100 56 5.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.24 INITIAL SUBAREA RUNOFF(CFS) = 4.49 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 8.24 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.699 SUBAREA AREA(ACRES) = 2.24 SUBAREA RUNOFF(CFS) = 3.37 EFFECTIVE AREA(ACRES) = 7.69 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.7 PEAK FLOW RATE(CFS) = 11.55 **************************************************************************** FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Page 4 MEA2.OUT ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 139.10 FLOW LENGTH(FEET) = 878.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 15.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.69 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 11.55 PIPE TRAVEL TIME(MIN.) = 3.12 Tc(MIN.) = 11.36 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 114.00 = 1772.00 FEET. + + EX-A2 + + FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.31 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.31 INITIAL SUBAREA RUNOFF(CFS) = 2.63 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 11.36 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.413 SUBAREA AREA(ACRES) = 1.31 SUBAREA RUNOFF(CFS) = 1.63 EFFECTIVE AREA(ACRES) = 9.00 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 9.0 PEAK FLOW RATE(CFS) = 11.55 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 114.00 TO NODE 150.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< Page 5 MEA2.OUT >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 139.10 DOWNSTREAM(FEET) = 138.90 FLOW LENGTH(FEET) = 152.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 3.28 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 11.55 PIPE TRAVEL TIME(MIN.) = 0.77 Tc(MIN.) = 12.13 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 150.00 = 1924.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 12.13 RAINFALL INTENSITY(INCH/HR) = 1.36 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 9.00 TOTAL STREAM AREA(ACRES) = 9.00 PEAK FLOW RATE(CFS) AT CONFLUENCE = 11.55 + + EX-A7 **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.98 0.30 0.100 56 5.00 Page 6 MEA2.OUT SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.98 TOTAL AREA(ACRES) = 1.98 PEAK FLOW RATE(CFS) = 3.98 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 147.30 DOWNSTREAM(FEET) = 147.00 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 5.07 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 3.98 PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 5.11 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 134.00 FEET. + + EX-A9 **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 208.00 ELEVATION DATA: UPSTREAM(FEET) = 183.00 DOWNSTREAM(FEET) = 175.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 0.70 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.70 INITIAL SUBAREA RUNOFF(CFS) _ ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.11 Page 7 SCS Tc CN (MIN.) 56 5.00 1.41 MEA2.OUT * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.235 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 1.39 EFFECTIVE AREA(ACRES) = 2.68 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.7 PEAK FLOW RATE(CFS) = 5.32 **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 145.00 FLOW LENGTH(FEET) = 154.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 8.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.45 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.32 PIPE TRAVEL TIME(MIN.) = 0.40 Tc(MIN.) = 5.51 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 = 288.00 FEET. + + EX-A8 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 107.00 ELEVATION DATA: UPSTREAM(FEET) = 154.00 DOWNSTREAM(FEET) = 153.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.018 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.259 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 1.15 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.15 INITIAL SUBAREA RUNOFF(CFS) _ ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.51 Page 8 SCS Tc CN (MIN.) 56 5.02 2.31 MEA2.OUT * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.141 SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 2.18 EFFECTIVE AREA(ACRES) = 3.83 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 7.28 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 145.00 DOWNSTREAM(FEET) = 140.30 FLOW LENGTH(FEET) = 620.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 10.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.69 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 7.28 PIPE TRAVEL TIME(MIN.) = 1.82 Tc(MIN.) = 7.33 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 124.00 = 908.00 FEET. + + EX-A6 **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 124.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 2.82 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.82 INITIAL SUBAREA RUNOFF(CFS) _ ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.33 Page 9 SCS Tc CN (MIN.) 56 5.00 5.67 MEA2.OUT * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.818 SUBAREA AREA(ACRES) = 2.82 SUBAREA RUNOFF(CFS) = 4.54 EFFECTIVE AREA(ACRES) = 6.65 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.6 PEAK FLOW RATE(CFS) = 10.70 **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 150.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ------------------------------------------------------------- -------------------------- ELEVATION DATA: UPSTREAM(FEET) = 140.30 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 201.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 13.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.08 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.70 PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 7.88 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 150.00 = -------------- = 138.90 1109.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.88 RAINFALL INTENSITY(INCH/HR) = 1.74 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 6.65 TOTAL STREAM AREA(ACRES) = 6.65 PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.70 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 11.55 12.13 1.361 0.30( 0.03) 0.10 9.0 110.00 2 10.70 7.88 1.744 0.30( 0.03) 0.10 6.6 120.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER Page 10 MEA2.OUT NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 20.36 7.88 1.744 0.30( 0.03) 0.10 12.5 120.00 2 19.86 12.13 1.361 0.30( 0.03) 0.10 15.6 110.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 20.36 Tc(MIN.) = 7.88 EFFECTIVE AREA(ACRES) = 12.49 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 15.6 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 150.00 = 1924.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 160.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 138.90 DOWNSTREAM(FEET) = 137.20 FLOW LENGTH(FEET) = 101.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 13.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.93 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 20.36 PIPE TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 8.05 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 160.00 = 2025.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.05 RAINFALL INTENSITY(INCH/HR) = 1.72 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 12.49 TOTAL STREAM AREA(ACRES) = 15.65 PEAK FLOW RATE(CFS) AT CONFLUENCE = 20.36 + + EX -Al **************************************************************************** Page 11 MEA2.OUT FLOW PROCESS FROM NODE 140.00 TO NODE 141.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 266.00 ELEVATION DATA: UPSTREAM(FEET) = 155.20 DOWNSTREAM(FEET) = 148.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.889 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.061 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.54 0.30 0.100 56 5.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 6.47 TOTAL AREA(ACRES) = 3.54 PEAK FLOW RATE(CFS) = 6.47 **************************************************************************** FLOW PROCESS FROM NODE 141.00 TO NODE 160.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 137.20 FLOW LENGTH(FEET) = 809.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 10.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.04 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.47 PIPE TRAVEL TIME(MIN.) = 2.68 Tc(MIN.) = 8.56 LONGEST FLOWPATH FROM NODE 140.00 TO NODE 160.00 = 1075.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.56 RAINFALL INTENSITY(INCH/HR) = 1.66 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 3.54 Page 12 MEA2.OUT TOTAL STREAM AREA(ACRES) = 3.54 PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.47 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 20.36 8.05 1.723 0.30( 0.03) 0.10 12.5 120.00 1 19.86 12.30 1.350 0.30( 0.03) 0.10 15.6 110.00 2 6.47 8.56 1.662 0.30( 0.03) 0.10 3.5 140.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 26.67 8.05 1.723 0.30( 0.03) 0.10 15.8 120.00 2 26.77 8.56 1.662 0.30( 0.03) 0.10 16.4 140.00 3 25.10 12.30 1.350 0.30( 0.03) 0.10 19.2 110.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 26.77 Tc(MIN.) = 8.56 EFFECTIVE AREA(ACRES) = 16.42 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 19.2 LONGEST FLOWPATH FROM NODE ---------------------------------------------------------------------------- 110.00 TO NODE 160.00 = 2025.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 19.2 TC(MIN.) = 8.56 EFFECTIVE AREA(ACRES) = 16.42 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 26.77 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 26.67 8.05 1.723 0.30( 0.03) 0.10 15.8 120.00 2 26.77 8.56 1.662 0.30( 0.03) 0.10 16.4 140.00 3 25.10 12.30 ---------------------------------------------------------------------------- 1.350 0.30( 0.03) 0.10 19.2 110.00 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS Page 13 MEB2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * EXISTING AREA B 2-YEAR STORM * * ************************************************************************** FILE NAME: MEB2.DAT TIME/DATE OF STUDY: 11:13 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MEB2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-B4 + + **************************************************************************** FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 190.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 151.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.850 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.069 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.78 0.30 0.100 56 5.85 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.43 TOTAL AREA(ACRES) = 0.78 PEAK FLOW RATE(CFS) = 1.43 **************************************************************************** FLOW PROCESS FROM NODE 201.00 TO NODE 210.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MEB2.OUT ELEVATION DATA: UPSTREAM(FEET) = 146.50 DOWNSTREAM(FEET) = 141.50 FLOW LENGTH(FEET) = 361.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.75 GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.43 PIPE TRAVEL TIME(MIN.) = 1.27 Tc(MIN.) = 7.12 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 210.00 = 551.00 FEET. + + EX-B3 **************************************************************************** FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 153.50 DOWNSTREAM(FEET) = 152.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.10 INITIAL SUBAREA RUNOFF(CFS) = 2.21 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.12 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.848 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 1.80 EFFECTIVE AREA(ACRES) = 1.88 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.9 PEAK FLOW RATE(CFS) = 3.08 + + EX-B2 + + Page 3 MEB2.OUT **************************************************************************** FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 206.00 ELEVATION DATA: UPSTREAM(FEET) = 183.00 DOWNSTREAM(FEET) = 175.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.30 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.30 INITIAL SUBAREA RUNOFF(CFS) = 4.62 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.12 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.848 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 3.76 EFFECTIVE AREA(ACRES) = 4.18 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 6.84 FLOW PROCESS FROM NODE 210.00 TO NODE 240.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 141.50 DOWNSTREAM(FEET) = 137.50 FLOW LENGTH(FEET) = 630.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 10.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.24 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.84 PIPE TRAVEL TIME(MIN.) = 2.00 Tc(MIN.) = 9.12 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 240.00 = 1181.00 FEET. FLOW PROCESS FROM NODE 240.00 TO NODE 240.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 Page 4 MEB2.OUT CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 9.12 RAINFALL INTENSITY(INCH/HR) = 1.60 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 4.18 TOTAL STREAM AREA(ACRES) = 4.18 PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.84 + + OF-B1 + + **************************************************************************** FLOW PROCESS FROM NODE 220.00 TO NODE 221.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.20 TOTAL AREA(ACRES) = 0.10 PEAK FLOW RATE(CFS) = 0.20 FLOW PROCESS FROM NODE 221.00 TO NODE 240.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 1000.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 Page 5 MEB2.OUT OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.78 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.22 HALFSTREET FLOOD WIDTH(FEET) = 4.58 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.19 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.26 STREET FLOW TRAVEL TIME(MIN.) = 14.01 Tc(MIN.) = 19.01 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.052 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.21 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.21 SUBAREA RUNOFF(CFS) = 1.11 EFFECTIVE AREA(ACRES) = 1.31 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.3 PEAK FLOW RATE(CFS) = 1.20 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.24 HALFSTREET FLOOD WIDTH(FEET) = 5.92 FLOW VELOCITY(FEET/SEC.) = 1.29 DEPTH*VELOCITY(FT*FT/SEC.) = 0.31 LONGEST FLOWPATH FROM NODE 220.00 TO NODE 240.00 = 1022.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 240.00 TO NODE 240.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 19.01 RAINFALL INTENSITY(INCH/HR) = 1.05 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.31 TOTAL STREAM AREA(ACRES) = 1.31 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.20 **************************************************************************** FLOW PROCESS FROM NODE 230.00 TO NODE 231.00 IS CODE = 21 Page 6 MEB2.OUT >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 155.30 DOWNSTREAM(FEET) = 154.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.20 TOTAL AREA(ACRES) = 0.10 PEAK FLOW RATE(CFS) = 0.20 FLOW PROCESS FROM NODE 231.00 TO NODE 240.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 154.60 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 1200.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) _ STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.21 HALFSTREET FLOOD WIDTH(FEET) = 4.06 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.84 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.38 STREET FLOW TRAVEL TIME(MIN.) = 10.87 Tc(MIN.) _ * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.166 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) Page 7 15.87 Ap SCS (DECIMAL) CN MEB2.OUT COMMERCIAL B 1.59 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.59 SUBAREA RUNOFF(CFS) = 1.63 EFFECTIVE AREA(ACRES) = 1.69 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.7 PEAK FLOW RATE(CFS) = 1.73 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.24 HALFSTREET FLOOD WIDTH(FEET) = 5.62 FLOW VELOCITY(FEET/SEC.) = 1.99 DEPTH*VELOCITY(FT*FT/SEC.) = 0.48 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 240.00 = 1222.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 240.00 TO NODE 240.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 15.87 RAINFALL INTENSITY(INCH/HR) = 1.17 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.69 TOTAL STREAM AREA(ACRES) = 1.69 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.73 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.84 9.12 1.603 0.30( 0.03) 0.10 4.2 200.00 2 1.20 19.01 1.052 0.30( 0.03) 0.10 1.3 220.00 3 1.73 15.87 1.166 0.30( 0.03) 0.10 1.7 230.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.11 9.12 1.603 0.30( 0.03) 0.10 5.8 200.00 2 7.79 15.87 1.166 0.30( 0.03) 0.10 7.0 230.00 3 7.20 19.01 1.052 0.30( 0.03) 0.10 7.2 220.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 9.11 Tc(MIN.) = 9.12 Page 8 MEB2.OUT EFFECTIVE AREA(ACRES) = 5.78 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.2 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 240.00 = 1222.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 240.00 TO NODE 260.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 137.50 DOWNSTREAM(FEET) = 137.00 FLOW LENGTH(FEET) = 71.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 10.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.81 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.11 PIPE TRAVEL TIME(MIN.) = 0.20 Tc(MIN.) = 9.32 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 260.00 = 1293.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 9.32 RAINFALL INTENSITY(INCH/HR) = 1.58 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 5.78 TOTAL STREAM AREA(ACRES) = 7.18 PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.11 + + EX-B1 **************************************************************************** FLOW PROCESS FROM NODE 250.00 TO NODE 251.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< --------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) -300.00 Page 9 MEB2.OUT ELEVATION DATA: UPSTREAM(FEET) = 171.30 DOWNSTREAM(FEET) = 168.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.581 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.783 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.00 0.30 0.100 56 7.58 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.73 TOTAL AREA(ACRES) = 3.00 PEAK FLOW RATE(CFS) = 4.73 **************************************************************************** FLOW PROCESS FROM NODE 251.00 TO NODE 252.00 IS CODE = 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 168.50 DOWNSTREAM(FEET) = 167.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 130.00 CHANNEL SLOPE = 0.0115 CHANNEL BASE(FEET) = 220.00 "Z" FACTOR = 99.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.533 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.04 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.44 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 0.95 AVERAGE FLOW DEPTH(FEET) = 0.03 TRAVEL TIME(MIN.) = 2.28 Tc(MIN.) = 9.86 SUBAREA AREA(ACRES) = 1.04 SUBAREA RUNOFF(CFS) = 1.41 EFFECTIVE AREA(ACRES) = 4.04 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.0 PEAK FLOW RATE(CFS) = 5.46 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.03 FLOW VELOCITY(FEET/SEC.) = 0.95 LONGEST FLOWPATH FROM NODE 250.00 TO NODE 252.00 = 430.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 252.00 TO NODE 260.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Page 10 MEB2.OUT ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 137.00 FLOW LENGTH(FEET) = 318.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 7.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.84 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.46 PIPE TRAVEL TIME(MIN.) = 0.77 Tc(MIN.) = 10.64 LONGEST FLOWPATH FROM NODE 250.00 TO NODE 260.00 = 748.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 10.64 RAINFALL INTENSITY(INCH/HR) = 1.47 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 4.04 TOTAL STREAM AREA(ACRES) = 4.04 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.46 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.11 9.32 1.583 0.30( 0.03) 0.10 5.8 200.00 1 7.79 16.09 1.157 0.30( 0.03) 0.10 7.0 230.00 1 7.20 19.22 1.045 0.30( 0.03) 0.10 7.2 220.00 2 5.46 10.64 1.468 0.30( 0.03) 0.10 4.0 250.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.28 9.32 1.583 0.30( 0.03) 0.10 9.3 200.00 2 14.31 10.64 1.468 0.30( 0.03) 0.10 10.0 250.00 3 12.07 16.09 1.157 0.30( 0.03) 0.10 11.0 230.00 4 11.06 19.22 1.045 0.30( 0.03) 0.10 11.2 220.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 14.31 Tc(MIN.) = 10.64 EFFECTIVE AREA(ACRES) = 10.05 AREA -AVERAGED Fm(INCH/HR) = 0.03 Page 11 AREA -AVERAGED Fp(INCH/HR) = 0.30 TOTAL AREA(ACRES) = 11.2 LONGEST FLOWPATH FROM NODE 230 MEB2.OUT AREA -AVERAGED Ap = 0.10 00 TO NODE 260.00 = 1293.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 11.2 TC(MIN.) = 10.64 EFFECTIVE AREA(ACRES) = 10.05 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 14.31 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.28 9.32 1.583 0.30( 0.03) 0.10 9.3 200.00 2 14.31 10.64 1.468 0.30( 0.03) 0.10 10.0 250.00 3 12.07 16.09 1.157 0.30( 0.03) 0.10 11.0 230.00 4 11.06 19.22 ---------------------------------------------------------------------------- 1.045 0.30( 0.03) 0.10 11.2 220.00 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS n Page 12 MEC2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLAC MALL * AREA C EXISTING 2-YEAR STORM * * ************************************************************************** FILE NAME: MEC2.DAT TIME/DATE OF STUDY: 11:21 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MEC2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-C1 + + **************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.88 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.78 TOTAL AREA(ACRES) = 1.88 PEAK FLOW RATE(CFS) = 3.78 **************************************************************************** FLOW PROCESS FROM NODE 301.00 TO NODE 310.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MEC2.OUT ELEVATION DATA: UPSTREAM(FEET) = 148.00 DOWNSTREAM(FEET) = 147.00 FLOW LENGTH(FEET) = 251.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 4.81 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 3.78 PIPE TRAVEL TIME(MIN.) = 0.87 Tc(MIN.) = 5.87 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 310.00 = 351.00 FEET. + + EX-C2 + + FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.09 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.09 INITIAL SUBAREA RUNOFF(CFS) = 4.20 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.87 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.065 SUBAREA AREA(ACRES) = 2.09 SUBAREA RUNOFF(CFS) = 3.83 EFFECTIVE AREA(ACRES) = 3.97 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.0 PEAK FLOW RATE(CFS) = 7.27 **************************************************************************** FLOW PROCESS FROM NODE 310.00 TO NODE 320.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Page 3 MEC2.OUT ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 146.50 FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 4.11 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 7.27 PIPE TRAVEL TIME(MIN.) = 0.71 Tc(MIN.) = 6.58 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 320.00 = 526.00 FEET. + + EX-C3 + + **************************************************************************** FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 160.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 152.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.561 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.130 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.33 0.30 0.100 56 5.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.33 INITIAL SUBAREA RUNOFF(CFS) = 2.51 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.58 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.934 SUBAREA AREA(ACRES) = 1.33 SUBAREA RUNOFF(CFS) = 2.28 EFFECTIVE AREA(ACRES) = 5.30 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.3 PEAK FLOW RATE(CFS) = 9.08 **************************************************************************** FLOW PROCESS FROM NODE 320.00 TO NODE 360.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< Page 4 MEC2.OUT >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 146.50 DOWNSTREAM(FEET) = 145.40 FLOW LENGTH(FEET) = 126.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 11.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.35 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.08 PIPE TRAVEL TIME(MIN.) = 0.33 Tc(MIN.) = 6.91 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 360.00 = 652.00 FEET. + + EX-C4 + + **************************************************************************** FLOW PROCESS FROM NODE 340.00 TO NODE 340.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 207.00 ELEVATION DATA: UPSTREAM(FEET) = 154.30 DOWNSTREAM(FEET) = 152.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.311 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.980 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.40 0.30 0.100 56 6.31 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.40 INITIAL SUBAREA RUNOFF(CFS) = 4.21 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.91 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.880 SUBAREA AREA(ACRES) = 2.40 SUBAREA RUNOFF(CFS) = 4.00 EFFECTIVE AREA(ACRES) = 7.70 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.7 PEAK FLOW RATE(CFS) = 12.82 + + EX-05 Page 5 MEC2.OUT **************************************************************************** FLOW PROCESS FROM NODE 350.00 TO NODE 350.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 173.00 ELEVATION DATA: UPSTREAM(FEET) = 156.60 DOWNSTREAM(FEET) = 153.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.181 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.218 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.17 0.30 0.100 56 5.18 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 3.17 INITIAL SUBAREA RUNOFF(CFS) = 6.24 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.91 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.880 SUBAREA AREA(ACRES) = 3.17 SUBAREA RUNOFF(CFS) = 5.28 EFFECTIVE AREA(ACRES) = 10.87 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 10.9 PEAK FLOW RATE(CFS) = 18.10 **************************************************************************** FLOW PROCESS FROM NODE 370.00 TO NODE 370.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.91 RAINFALL INTENSITY(INCH/HR) = 1.88 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 10.87 TOTAL STREAM AREA(ACRES) = 10.87 PEAK FLOW RATE(CFS) AT CONFLUENCE = 18.10 FLOW PROCESS FROM NODE 360.00 TO NODE 361.00 IS CODE = 21 Page 6 MEC2.OUT >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 155.30 DOWNSTREAM(FEET) = 154.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.10 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.10 **************************************************************************** FLOW PROCESS FROM NODE 361.00 TO NODE 370.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 154.70 DOWNSTREAM ELEVATION(FEET) = 152.20 STREET LENGTH(FEET) = 503.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) _ STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.19 HALFSTREET FLOOD WIDTH(FEET) = 3.10 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.30 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.24 STREET FLOW TRAVEL TIME(MIN.) = 6.45 Tc(MIN.) _ * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.407 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) COMMERCIAL B 0.73 0.30 Page 7 1 11.45 Ap SCS (DECIMAL) CN 0.100 56 MEC2.OUT SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.73 SUBAREA RUNOFF(CFS) = 0.90 EFFECTIVE AREA(ACRES) = 0.78 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.8 PEAK FLOW RATE(CFS) = 0.97 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.22 HALFSTREET FLOOD WIDTH(FEET) = 4.88 FLOW VELOCITY(FEET/SEC.) = 1.36 DEPTH*VELOCITY(FT*FT/SEC.) = 0.30 LONGEST FLOWPATH FROM NODE 360.00 TO NODE 370.00 = 525.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 370.00 TO NODE 370.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 11.45 RAINFALL INTENSITY(INCH/HR) = 1.41 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.78 TOTAL STREAM AREA(ACRES) = 0.78 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.97 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 18.10 6.91 1.880 0.30( 0.03) 0.10 10.9 300.00 2 0.97 11.45 1.407 0.30( 0.03) 0.10 0.8 360.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 18.88 6.91 1.880 0.30( 0.03) 0.10 11.3 300.00 2 14.43 11.45 1.407 0.30( 0.03) 0.10 11.6 360.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 18.88 Tc(MIN.) = 6.91 EFFECTIVE AREA(ACRES) = 11.34 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 11.6 Page 8 MEC2.OUT LONGEST FLOWPATH FROM NODE 300.00 TO NODE 370.00 = 652.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 11.6 TC(MIN.) = 6.91 EFFECTIVE AREA(ACRES) = 11.34 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 18.88 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 18.88 6.91 1.880 0.30( 0.03) 0.10 11.3 300.00 2 14.43 11.45 ---------------------------------------------------------------------------- 1.407 0.30( 0.03) 0.10 11.6 360.00 --------------------------------- END OF RATIONAL METHOD ANALYSIS Page 9 MED2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * AREA D EXISTING 2 YEAR STORM * * ************************************************************************** FILE NAME: MED2.DAT TIME/DATE OF STUDY: 11:23 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MED2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-D1 + + **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 276.00 ELEVATION DATA: UPSTREAM(FEET) = 154.20 DOWNSTREAM(FEET) = 148.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.277 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.987 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.70 0.30 0.100 56 6.28 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.23 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 1.23 **************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 402.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- Page 2 MED2.OUT UPSTREAM ELEVATION(FEET) = 148.60 DOWNSTREAM ELEVATION(FEET) = 144.50 STREET LENGTH(FEET) = 442.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.01 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.76 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.87 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.09 STREET FLOW TRAVEL TIME(MIN.) = 2.57 Tc(MIN.) = 8.84 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.632 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 5.21 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 5.21 SUBAREA RUNOFF(CFS) = 7.51 EFFECTIVE AREA(ACRES) = 5.91 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.9 PEAK FLOW RATE(CFS) = 8.52 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 15.79 FLOW VELOCITY(FEET/SEC.) = 3.26 DEPTH*VELOCITY(FT*FT/SEC.) = 1.44 LONGEST FLOWPATH FROM NODE 400.00 TO NODE 402.00 = 718.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 402.00 TO NODE 430.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 139.00 DOWNSTREAM(FEET) = 135.80 FLOW LENGTH(FEET) = 26.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 6.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.65 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.52 Page 3 MED2.OUT PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 8.87 LONGEST FLOWPATH FROM NODE 400.00 TO NODE 430.00 = 744.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 430.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.87 RAINFALL INTENSITY(INCH/HR) = 1.63 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 5.91 TOTAL STREAM AREA(ACRES) = 5.91 PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.52 + + OF-D1 + + **************************************************************************** FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 148.50 DOWNSTREAM(FEET) = 147.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.10 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.10 FLOW PROCESS FROM NODE 411.00 TO NODE 430.00 IS CODE = 61 Page 4 MED2.OUT >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 147.50 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 345.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.48 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.16 HALFSTREET FLOOD WIDTH(FEET) = 1.50 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.96 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.31 STREET FLOW TRAVEL TIME(MIN.) = 2.93 Tc(MIN.) = 7.93 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.737 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.51 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 0.78 EFFECTIVE AREA(ACRES) = 0.56 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.6 PEAK FLOW RATE(CFS) = 0.86 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.20 HALFSTREET FLOOD WIDTH(FEET) = 3.76 FLOW VELOCITY(FEET/SEC.) = 1.66 DEPTH*VELOCITY(FT*FT/SEC.) = 0.33 LONGEST FLOWPATH FROM NODE 410.00 TO NODE 430.00 = 367.00 FEET. FLOW PROCESS FROM NODE 430.00 TO NODE 430.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.93 RAINFALL INTENSITY(INCH/HR) = 1.74 Page 5 MED2.OUT AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.56 TOTAL STREAM AREA(ACRES) = 0.56 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.86 + + OF-D2 + + **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 421.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.10 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.10 FLOW PROCESS FROM NODE 421.00 TO NODE 430.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 590.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 Page 6 MED2.OUT STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.50 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.20 HALFSTREET FLOOD WIDTH(FEET) = 3.47 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.05 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.20 STREET FLOW TRAVEL TIME(MIN.) = 9.38 Tc(MIN.) = 14.38 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.234 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.72 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.72 SUBAREA RUNOFF(CFS) = 0.78 EFFECTIVE AREA(ACRES) = 0.77 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.8 PEAK FLOW RATE(CFS) = 0.83 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.23 HALFSTREET FLOOD WIDTH(FEET) = 5.10 FLOW VELOCITY(FEET/SEC.) = 1.10 DEPTH*VELOCITY(FT*FT/SEC.) = 0.25 LONGEST FLOWPATH FROM NODE 420.00 TO NODE 430.00 = 612.00 FEET. FLOW PROCESS FROM NODE 430.00 TO NODE 430.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 14.38 RAINFALL INTENSITY(INCH/HR) = 1.23 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.77 TOTAL STREAM AREA(ACRES) = 0.77 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.83 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.52 8.87 1.629 0.30( 0.03) 0.10 5.9 400.00 Page 7 MED2.OUT 2 0.86 7.93 1.737 0.30( 0.03) 0.10 0.6 410.00 3 0.83 14.38 1.234 0.30( 0.03) 0.10 0.8 420.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.65 7.93 1.737 0.30( 0.03) 0.10 6.3 410.00 2 10.01 8.87 1.629 0.30( 0.03) 0.10 6.9 400.00 3 7.86 14.38 1.234 0.30( 0.03) 0.10 7.2 420.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 10.01 Tc(MIN.) = 8.87 EFFECTIVE AREA(ACRES) = 6.94 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.2 LONGEST FLOWPATH FROM NODE 400.00 TO NODE 430.00 = 744.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.2 TC(MIN.) = 8.87 EFFECTIVE AREA(ACRES) = 6.94 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 10.01 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.65 7.93 1.737 0.30( 0.03) 0.10 6.3 410.00 2 10.01 8.87 1.629 0.30( 0.03) 0.10 6.9 400.00 3 7.86 14.38 ---------------------------------------------------------------------------- 1.234 0.30( 0.03) 0.10 7.2 420.00 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS n Page 8 MEE2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * AREA E EXISTING 2 YEAR STORM * * ************************************************************************** FILE NAME: MEE2.DAT TIME/DATE OF STUDY: 11:24 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MEE2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + EX-E1 + + **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 300.00 ELEVATION DATA: UPSTREAM(FEET) = 171.60 DOWNSTREAM(FEET) = 162.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.989 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.041 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.32 0.30 0.100 56 5.99 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.20 TOTAL AREA(ACRES) = 2.32 PEAK FLOW RATE(CFS) = 4.20 **************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 502.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MEE2.OUT ELEVATION DATA: UPSTREAM(FEET) = 162.50 DOWNSTREAM(FEET) = 156.70 CHANNEL LENGTH THRU SUBAREA(FEET) = 168.00 CHANNEL SLOPE = 0.0345 CHANNEL BASE(FEET) = 260.00 "Z" FACTOR = 99.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.662 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.30 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.16 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.09 AVERAGE FLOW DEPTH(FEET) = 0.02 TRAVEL TIME(MIN.) = 2.57 Tc(MIN.) = 8.56 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 1.91 EFFECTIVE AREA(ACRES) = 3.62 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.6 PEAK FLOW RATE(CFS) = 5.32 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.02 FLOW VELOCITY(FEET/SEC.) = 1.12 LONGEST FLOWPATH FROM NODE 500.00 TO NODE 502.00 = 468.00 FEET. + + EX-E2 **************************************************************************** FLOW PROCESS FROM NODE 510.00 TO NODE 511.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 17.00 ELEVATION DATA: UPSTREAM(FEET) = 155.40 DOWNSTREAM(FEET) = 155.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.10 Page 3 MEE2.OUT TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.10 **************************************************************************** FLOW PROCESS FROM NODE 511.00 TO NODE 512.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 155.10 DOWNSTREAM ELEVATION(FEET) = 148.20 STREET LENGTH(FEET) = 543.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 17.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.95 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.24 HALFSTREET FLOOD WIDTH(FEET) = 5.51 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.24 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.53 STREET FLOW TRAVEL TIME(MIN.) = 4.03 Tc(MIN.) = 9.03 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.612 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.17 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.17 SUBAREA RUNOFF(CFS) = 1.67 EFFECTIVE AREA(ACRES) = 1.22 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 1.74 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.28 HALFSTREET FLOOD WIDTH(FEET) = 7.51 FLOW VELOCITY(FEET/SEC.) = 2.55 DEPTH*VELOCITY(FT*FT/SEC.) = 0.70 LONGEST FLOWPATH FROM NODE 510.00 TO NODE 512.00 = 560.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 1.2 TC(MIN.) = 9.03 EFFECTIVE AREA(ACRES) = 1.22 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 Page 4 PEAK FLOW RATE(CFS) = 1.74 END OF RATIONAL METHOD ANALYSIS MEE2.OUT Page 5 Mainplace Area C Existing Condition *** NON -HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (IN) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC I: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 2.05 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 11.60 7.00 56.(AMC II) 0.300 0.827 TOTAL AREA (Acres) - 11.60 AREA -AVERAGED LOSS RATE, IN (in./hr.) = 0.021 AREA -AVERAGED LOW LOSS FRACTION, Y = 0.173 Mainplace Area D Existing 2-Year *** NON -HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (IN) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC I: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 2.05 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 7.20 7.00 56.(AMC II) 0.300 0.827 TOTAL AREA (Acres) - 7.20 AREA -AVERAGED LOSS RATE, IN (in./hr.) = 0.021 1 AREA -AVERAGED LOW LOSS FRACTION, Y = 0.173 Mainplace Area E Existing 2-year *** NON -HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (IN) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC I: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 2.05 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) 1 1.20 7.00 56.(AMC II) 0.300 TOTAL AREA (Acres) - 1.20 AREA -AVERAGED LOSS RATE, IN (in./hr.) = 0.021 AREA -AVERAGED LOW LOSS FRACTION, Y = 0.173 2 YIELD 0.827 Nmi npl ace Area C Existing 2-Year RATI DAL NETT -CD CALI BRATI CN =FI a ENT = 0. 90 TOTAL CATCFNENL PREP( AGFES) = 11.60 SO L- LOSS RATE, FM (I N I-V FFZ) = 0. 021 LON LOSS FRPCTI CN = 0. 173 TI ACE CF Oal=RATI CR M N ) = 6. 90 SNPLL AREA PEAK Q OMPULED ITS NIG PEAK FLONRATE FCRMLA CRANE OaKFY "VALLEY" PA WALL VALLES ARE USED RETLRN FRCQ-EVCY(YEA� = 2 5- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.19 30- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.40 1- -aR R7 M RA WALL VALLE( I NaUS) = 0.53 3- -aR R7 M RA WALL VALLE( I NaUS) = 0.89 6- -aR R7 M RA WALL VALLE( I NaUS) = 1.22 24- -aR R7 M RA WALL VALLE( I NaUS) = 2.05 TOTAL CATCFNfNF RI\LFF \CLUA£(ACFC- FEET) = 1.54 TOTAL CATCFNfNF SO L- LOSS \CLIN£(AGRE- FEET) = 0.44 ............................................................................ TI ACE \/CLLAE Q 0. 5.0 10.0 15.0 20.0 (Ham) (AF) (CFS) ---------------------------------------------------------------------------- 0.01 0.0000 0.00 Q 0.13 0.0013 0.28 Q 0.24 0.0039 0.28 Q 0.36 0.0066 0.28 Q 0.47 0.0093 0.28 Q 0.59 0.0119 0.28 Q 0.70 0.0146 0.28 Q 0.82 0.0173 0.28 Q 0.93 0.0200 0.29 Q 1.05 0.0227 0.29 Q 1.16 0.0255 0.29 Q 1.28 0.0282 0.29 Q 1.39 0.0310 0.29 Q 1.51 0.0337 0.29 Q 1.62 0.0365 0.29 Q 1.74 0.0393 0.30 Q 1.85 0.0421 0.30 Q 1.97 0.0450 0.30 Q 2.08 0.0478 0.30 2.20 0.0507 0.30 2.31 0.0535 0.30 2.43 0.0564 0.30 2.54 0.0593 0.31 2.66 0.0623 0.31 2.77 0.0652 0.31 2.89 0.0681 0.31 3.00 0.0711 0.31 3.12 0.0741 0.31 3.23 0.0771 0.32 3.35 0.0801 0.32 3.46 0.0831 0.32 3.58 0.0862 0.32 3.69 0.0893 0.32 3.81 0.0924 0.33 3.92 0.0955 0.33 4.04 0.0986 0.33 4.15 0. 1017 0.33 4.27 0.1049 0.33 4.38 0. 1081 0.34 4.50 0.1113 0.34 4.61 0. 1145 0.34 4.73 0.1177 0.34 4.84 0. 1210 0.34 4.96 0.1243 0.35 5.07 0.1276 0.35 5.19 0.1309 0.35 5.30 0.1342 0.35 5.42 0.1376 0.36 5.54 0. 1410 0.36 5.65 0.1444 0.36 5.76 0.1478 0.36 5.88 0. 1513 0.37 5.99 0.1548 0.37 6.11 0.1583 0.37 6.22 0. 1618 0.37 6.34 0.1654 0.38 6.45 0.1690 0.38 6.57 0.1726 0.38 6.68 0.1763 0.39 6.80 0.1799 0.39 6.91 0. 1836 0.39 7.03 0.1874 0.39 7.14 0. 1911 0.40 7.26 0.1949 0.40 7.38 0.1987 0.40 7.49 0.2026 0.41 7.61 0.2065 0.41 7.72 0.2104 0.41 7.84 0.2143 0.42 7.95 0.2183 0.42 8.06 0.2223 0.43 8.18 0.2264 0.43 8.30 0.2305 0.43 8.41 0.2346 0.44 8.52 0.2388 0.44 8.64 0.2430 0.44 8.76 0.2473 0.45 8.87 0.2515 0.45 8.98 0.2559 0.46 9.10 0.2603 0.46 9.22 0.2647 0.47 9.33 0.2692 0.47 9.45 0.2737 0.48 9.56 0.2783 0.48 9.68 0.2829 0.49 9.79 0.2875 0.49 9.90 0.2923 0.50 10.02 0.2971 0.50 10. 13 0.3019 0.51 10.25 0.3068 0.52 10.37 0.3117 0.53 10.48 0.3168 0.53 10.60 0.3218 0.54 10.71 0.3270 0.54 10.82 0.3322 0.55 10.94 0.3375 0.56 11.05 0.3429 0.57 11.17 0.3483 0.58 11.28 0.3539 0.59 11.40 0.3595 0.59 11.52 0.3652 0.61 11.63 0.3709 0.61 11.74 0.3768 0.63 11.86 0.3828 0.63 11.98 0.3889 0.65 12.09 0.3952 0.68 12.20 0.4023 0.81 12.32 0.4100 0.82 12.43 0.4179 0.84 12.55 0.4260 0.85 12.66 0.4342 0.87 .Q 12.78 0.4425 0.88 .Q 12.90 0.4510 0.90 .Q 13.01 0.4596 0.92 .Q 13. 12 0.4685 0.94 .Q 13.24 0.4775 0.96 .Q 13.35 0.4867 0.99 .Q 13.47 0.4962 1.00 Q 13.59 0.5058 1.03 Q 13.70 0.5157 1.05 Q 13.82 0.5260 1.10 Q 13.93 0.5365 1.12 Q 14.05 0.5475 1.18 Q 14. 16 0.5591 1.26 Q 14.27 0.5714 1.33 Q 14.39 0.5841 1.36 Q 14.51 0.5975 1.44 Q 14.62 0.6114 1.49 Q 14.73 0.6260 1.59 Q 14.85 0.6413 1.64 Q 14.97 0.6575 1.77 Q 15.08 0.6747 1.85 Q 15.20 0.6932 2.03 Q 15.31 0.7131 2.14 Q 15.43 0.7336 2.17 Q 15.54 0.7545 2.24 Q 15.65 0.7781 2.73 Q 15.77 0.8060 3.14 Q 15.88 0.8428 4.61 16.00 0.8949 6.36 16. 11 1.0178 19.50 16.23 1. 1282 3.73 16.34 1. 1576 2.45 Q 16.46 1. 1801 2.27 Q 16.58 1.2001 1.94 Q 16.69 1.2174 1.70 Q 16.81 1.2328 1.53 Q 16.92 1.2467 1.40 Q 17.03 1.2595 1.29 Q 17. 15 1.2711 1.15 Q 17.27 1.2817 1.07 Q 17.38 1.2916 1.02 Q 17.49 1.3011 0.97 .Q 17.61 1.3101 0.93 . Q 17.73 1.3187 0.89 .Q 17.84 1.3271 0.86 .Q w 17.95 1.3351 0.83 18.07 1.3429 0.80 18.18 1.3498 0.64 18.30 1.3557 0.62 18.42 1.3615 0.60 18.53 1.3671 0.58 18.64 1.3726 0.56 18.76 1.3779 0.55 18.88 1.3830 0.53 18.99 1.3880 0.52 19.11 1.3929 0.51 19.22 1.3977 0.50 19.33 1.4024 0.49 19.45 1.4070 0.48 19.57 1.4114 0.47 19.68 1.4158 0.46 19.80 1.4201 0.45 19.91 1.4243 0.44 20.02 1.4285 0.43 20.14 1.4325 0.42 20.26 1.4365 0.42 20.37 1.4404 0.41 20.48 1.4443 0.40 20.60 1.4481 0.40 20.72 1.4518 0.39 20.83 1.4555 0.38 20.94 1.4591 0.38 21.06 1.4626 0.37 21. 17 1.4661 0.37 21.29 1.4696 0.36 21.41 1.4730 0.36 21.52 1.4764 0.35 21.64 1.4797 0.35 21.75 1.4830 0.34 21.86 1.4862 0.34 21.98 1.4894 0.33 22.09 1.4926 0.33 22.21 1.4957 0.33 22.33 1.4988 0.32 22.44 1.5019 0.32 22.56 1.5049 0.32 22.67 1.5079 0.31 22.78 1.5108 0.31 22.90 1.5137 0.31 23.02 1.5166 0.30 23. 13 1.5195 0.30 23.24 1.5223 0.30 Q 23.36 1.5251 0.29 Q 23.48 1.5279 0.29 Q 23.59 1.5306 0.29 Q 23.70 1.5333 0.28 Q 23.82 1.5360 0.28 Q 23.93 1.5387 0.28 Q 24.05 1.5414 0.28 Q 24.17 1.5427 0.00 Q TI ACE QEATI CR rri nut es) CF PERC ENTI LES CF ESTI MATED PEAK FLAN RATE ( Nbt e: 100%of Peak FI ow Rat a est i rrat a assurred t o have an i nst ant aneous t i m dur at i on) Per cent i I e of Est i rrat ad Drr at i on Peak FI ow Rat e ( ni nut es) 0 /0 1442.1 10% 82.8 20% 20.7 30% 13.8 40% 6.9 50% 6.9 60% 6.9 70% 6.9 80% 6.9 90% 6.9 Nmi npl ace Area D Exi st i ng 2-Year RATI DAL NETT -CD CALI BRATI CN =FI a EM = 0. 90 TQFAL CATa+I=NF PREP( AMES) = 7.20 SO L- LCSS RATE, FM (I N I-V HR) = 0. 021 LON LCS3 FRPCFI CN = 0. 173 TI ACE CF Cal=RATI CR M N ) = 8. 90 S%PLL AREA PEAK Q QQuPL FED ILS �G PEAK FLQNRATE FCRMLA CRANE CaKFY "VALLEY" RA WALL VALIES ARE USED RETUN FRCQ-Et,K (YEAS = 2 5- M N1FE FC I NF RA WALL VALLE( I NaUS) = 0.19 30- M N1FE FC I NF RA WALL VALLE( I NaUS) = 0.40 1- -aR R7 M RA WALL VALLE( I NaUS) = 0.53 3- -aR R7 M RA WALL VALLE(I NaUS) = 0.89 6- -aR R7 M RA WALL VALLE( I N3ES) = 1. 22 24- -aR R7 Nr RA WALL VALLE( I NaES) = 2. 05 ---------------------------------------------------------------------------- TOTAL CATCMEENL RI\LFF VC-LAE(ACFE- FEET) = 0.96 TOTAL CATCMEM SO L- LOSS \C-LAE(AGE- FEET) = 0.27 ............................................................................ TI NE \/CLLN£ Q 0. 5.0 10.0 15.0 20.0 (Ham) (AF) (CFS) ---------------------------------------------------------------------------- 0.13 0.0009 0.17 Q 0.28 0.0030 0.17 Q 0.43 0.0051 0.17 Q 0.57 0.0073 0.17 Q 0.72 0.0094 0.18 Q 0.87 0.0116 0.18 Q 1.02 0.0137 0.18 Q 1.17 0.0159 0.18 Q 1.32 0.0181 0.18 Q 1.46 0.0203 0.18 Q 1.61 0.0226 0.18 Q 1.76 0.0248 0.18 Q 1.91 0.0271 0.18 Q 2.06 0.0293 0.19 Q 2.21 0.0316 0.19 Q 2.35 0.0339 0.19 Q 2.50 0.0362 0.19 Q 2.65 0.0386 0.19 Q 2.80 0.0409 0.19 Q 2.95 0.0433 0.19 Q 3.10 0.0457 0.20 Q 3.24 0.0480 0.20 Q 3.39 0.0505 0.20 Q 3.54 0.0529 0.20 Q 3.69 0.0553 0.20 Q 3.84 0.0578 0.20 Q 3.99 0.0603 0.20 Q 4.13 0.0628 0.21 Q 4.28 0.0653 0.21 Q 4.43 0.0679 0.21 Q 4.58 0.0704 0.21 Q 4.73 0.0730 0.21 Q 4.88 0.0756 0.21 Q 5.02 0.0783 0.22 Q 7 5.17 0.0809 0.22 5.32 0.0836 0.22 5.47 0.0863 0.22 5.62 0.0890 0.22 5.77 0.0918 0.23 5.91 0.0945 0.23 6.06 0.0973 0.23 6.21 0. 1002 0.23 6.36 0.1030 0.23 6.51 0. 1059 0.24 6.66 0.1088 0.24 6.80 0.1117 0.24 6.95 0.1147 0.24 7.10 0.1177 0.24 7.25 0.1207 0.25 7.40 0.1237 0.25 7.55 0.1268 0.25 7.69 0.1299 0.26 7.84 0. 1331 0.26 7.99 0.1363 0.26 8.14 0.1395 0.27 8.29 0.1428 0.27 8.44 0. 1461 0.27 8.58 0.1494 0.27 8.73 0.1528 0.28 8.88 0.1562 0.28 9.03 0.1597 0.29 9.18 0.1632 0.29 9.32 0.1668 0.29 9.47 0.1704 0.30 9.62 0. 1741 0.30 9.77 0.1778 0.30 9.92 0. 1816 0.31 10.07 0. 1854 0.31 10.22 0.1893 0.32 10.36 0.1932 0.32 10.51 0. 1972 0.33 10.66 0.2013 0.33 10.81 0.2055 0.34 10.96 0.2097 0.35 11. 10 0.2140 0.36 11.25 0.2184 0.36 11.40 0.2228 0.37 11.55 0.2274 0.37 11.70 0.2320 0.38 11.85 0.2368 0.39 11.99 0.2416 0.40 Q 12.14 0.2468 0.45 Q 12.29 0.2527 0.51 .Q 12.44 0.2590 0.52 .Q 12.59 0.2654 0.53 .Q 12.74 0.2720 0.54 .Q 12.89 0.2787 0.56 .Q 13.03 0.2856 0.57 .Q 13. 18 0.2927 0.59 .Q 13.33 0.3000 0.60 .Q 13.48 0.3075 0.62 .Q 13.63 0.3153 0.64 .Q 13.77 0.3233 0.67 .Q 13.92 0.3316 0.69 .Q 14.07 0.3404 0.74 .Q 14.22 0.3497 0.79 .Q 14.37 0.3597 0.84 .Q 14.52 0.3703 0.87 .Q 14.66 0.3814 0.95 .Q 14.81 0.3932 0.99 .Q 14.96 0.4060 1.09 Q 15. 11 0.4196 1.15 Q 15.26 0.4346 1.30 Q 15.41 0.4511 1.40 Q 15.55 0.4685 1.44 Q 15.70 0.4874 1.64 Q 15.85 0.5124 2.45 Q 16.00 0.5482 3.38 16. 15 0.6327 10.41 16.30 0.7085 1.95 Q 16.44 0.7287 1.35 Q 16.59 0.7444 1.22 Q 16.74 0.7582 1.03 Q 16.89 0.7701 0.91 .Q 17.04 0.7807 0.81 .Q 17. 19 0.7900 0.71 .Q 17.33 0.7983 0.65 .Q 17.48 0.8061 0.61 .Q 17.63 0.8134 0.58 .Q 17.78 0.8203 0.55 .Q 17.93 0.8269 0.52 .Q 18.08 0.8332 0.50 .Q 18.23 0.8387 0.40 Q 18.37 0.8434 0.38 Q 18.52 0.8480 0.36 Q 18.67 0.8524 0.35 Q 18.82 0.8566 0.34 18.97 0.8607 0.33 19.11 0.8646 0.32 19.26 0.8685 0.31 19.41 0.8722 0.30 19.56 0.8758 0.29 19.71 0.8793 0.28 19.86 0.8827 0.28 20.01 0.8861 0.27 20.15 0.8893 0.26 20.30 0.8925 0.26 20.45 0.8956 0.25 20.60 0.8987 0.25 20.75 0.9017 0.24 20.89 0.9046 0.24 21.04 0.9075 0.23 21. 19 0.9103 0.23 21.34 0.9131 0.22 21.49 0.9158 0.22 21.64 0.9185 0.22 21.78 0.9211 0.21 21.93 0.9237 0.21 22.08 0.9262 0.21 22.23 0.9288 0.20 22.38 0.9312 0.20 22.53 0.9337 0.20 22.67 0.9361 0.19 22.82 0.9384 0.19 22.97 0.9408 0.19 23. 12 0.9431 0.19 23.27 0.9453 0.18 23.42 0.9476 0.18 23.57 0.9498 0.18 23.71 0.9520 0.18 23.86 0.9541 0.17 24.01 0.9562 0.17 24.16 0.9573 0.00 TI N£ QFATI CR rri nut es) CF PERC ENTI LES CF ESTI NATED PEAK FLAN RATE ( Pbt e: 100%of Peak FI ow Rat a est i rrat a assurred t o have an i nst ant aneous t i m dur at i on) Per cent i I e of Est i rrat ad Drr at i on Peak FI ow Rat e ( ni nut es) 10 0% 1441.8 10% 106. 8 20% 26.7 30% 17.8 40% 8.9 50% 8.9 60% 8.9 70% 8.9 80% 8.9 90% 8.9 Nmi npl ace Area E Existing 2-Year RATI DAL NETT -CD CALI BRATI CN =FI a EM = 0. 90 TOFAL CATa+I=NL PREP( AORES) = 1.00 SO L- LOSS RATE, FM (I N I-V FFZ) = 0. 021 LON LOSS FRPCTI CN = 0. 173 TI ACE CF Oal=PATI CR M N ) = 8. 90 S%PLL AREA PEAK Q OMPUFED ILS NIG PEAK FLONRATE FCRMLA CRANE OaKFY "VALLEY" RA WALL VALLES ARE USED RETLRN FRCQ-EVCY(YEA� = 2 5- M N1TE FC I NT RN WALL VALLE( I NaUS) = 0.19 30- M N1TE FC I NT RN WALL VALLE( I NaUS) = 0.40 1- -aR R7 M RN WALL VALLE( I NaUS) = 0.53 3- -aR R7 M RN WALL VALLE( I NaUS) = 0.89 6- -aR R7 M RN WALL VALLE( I NaUS) = 1.22 24- -aR R7 M RN WALL VALLE( I NaUS) = 2.05 TOTAL CATCFNfNF RI\LFF \CLUV£(ACFC- FEET) = 0.13 TOTAL CATCFNfNF SO L- LOSS \CLUV£(AGRE- FEET) = 0.04 ............................................................................ TI ACE VCLILA£ Q 0. 2.5 5.0 7.5 10.0 ( ) (AF) ( CFS) ---------------------------------------------------------------------------- 0.13 0.0001 0.02 Q 0.28 0.0004 0.02 Q 0.43 0.0007 0.02 Q 0.57 0.0010 0.02 Q 0.72 0.0013 0.02 Q 0.87 0.0016 0.02 Q 11 1.02 0.0019 0.02 1.17 0.0022 0.02 1.32 0.0025 0.03 1.46 0.0028 0.03 1.61 0.0031 0.03 1.76 0.0034 0.03 1.91 0.0038 0.03 2.06 0.0041 0.03 2.21 0.0044 0.03 2.35 0.0047 0.03 2.50 0.0050 0.03 2.65 0.0054 0.03 2.80 0.0057 0.03 2.95 0.0060 0.03 3.10 0.0063 0.03 3.24 0.0067 0.03 3.39 0.0070 0.03 3.54 0.0073 0.03 3.69 0.0077 0.03 3.84 0.0080 0.03 3.99 0.0084 0.03 4.13 0.0087 0.03 4.28 0.0091 0.03 4.43 0.0094 0.03 4.58 0.0098 0.03 4.73 0.0101 0.03 4.88 0.0105 0.03 5.02 0.0109 0.03 5.17 0.0112 0.03 5.32 0.0116 0.03 5.47 0.0120 0.03 5.62 0.0124 0.03 5.77 0.0127 0.03 5.91 0.0131 0.03 6.06 0.0135 0.03 6.21 0.0139 0.03 6.36 0.0143 0.03 6.51 0.0147 0.03 6.66 0.0151 0.03 6.80 0.0155 0.03 6.95 0.0159 0.03 7.10 0.0163 0.03 7.25 0.0168 0.03 7.40 0.0172 0.03 7.55 0.0176 0.04 7.69 0.0180 0.04 12 7.84 0.0185 0.04 7.99 0.0189 0.04 8.14 0.0194 0.04 8.29 0.0198 0.04 8.44 0.0203 0.04 8.58 0.0208 0.04 8.73 0.0212 0.04 8.88 0.0217 0.04 9.03 0.0222 0.04 9.18 0.0227 0.04 9.32 0.0232 0.04 9.47 0.0237 0.04 9.62 0.0242 0.04 9.77 0.0247 0.04 9.92 0.0252 0.04 10.07 0.0257 0.04 10.22 0.0263 0.04 10.36 0.0268 0.04 10.51 0.0274 0.05 10.66 0.0280 0.05 10.81 0.0285 0.05 10.96 0.0291 0.05 11.10 0.0297 0.05 11.25 0.0303 0.05 11.40 0.0309 0.05 11.55 0.0316 0.05 11.70 0.0322 0.05 11.85 0.0329 0.05 11.99 0.0336 0.06 12.14 0.0343 0.06 12.29 0.0351 0.07 12.44 0.0360 0.07 12.59 0.0369 0.07 12.74 0.0378 0.08 12.89 0.0387 0.08 13.03 0.0397 0.08 13.18 0.0407 0.08 13.33 0.0417 0.08 13.48 0.0427 0.09 13.63 0.0438 0.09 13.77 0.0449 0.09 13.92 0.0461 0.10 14.07 0.0473 0.10 14.22 0.0486 0.11 14.37 0.0500 0.12 14.52 0.0514 0.12 13 14.66 0.0530 0.13 Q 14.81 0.0546 0.14 Q 14.96 0.0564 0.15 Q 15. 11 0.0583 0.16 Q 15.26 0.0604 0.18 Q 15.41 0.0627 0.19 Q 15.55 0.0651 0.20 Q 15.70 0.0677 0.23 Q 15.85 0.0712 0.34 .Q 16.00 0.0761 0.47 .Q 16.15 0.0879 1.45 . 16.30 0.0984 0.27 .Q 16.44 0. 1012 0.19 Q 16.59 0. 1034 0.17 Q 16.74 0. 1053 0.14 Q 16.89 0. 1070 0.13 Q 17.04 0. 1084 0.11 Q 17. 19 0. 1097 0.10 Q 17.33 0. 1109 0.09 Q 17.48 0. 1120 0.08 Q 17.63 0. 1130 0.08 Q 17.78 0. 1139 0.08 Q 17.93 0. 1148 0.07 Q 18.08 0. 1157 0.07 Q 18.23 0. 1165 0.05 Q 18.37 0. 1171 0.05 Q 18.52 0. 1178 0.05 Q 18.67 0. 1184 0.05 Q 18.82 0. 1190 0.05 Q 18.97 0. 1195 0.05 Q 19. 11 0. 1201 0.04 Q 19.26 0.1206 0.04 Q 19.41 0. 1211 0.04 Q 19.56 0. 1216 0.04 Q 19.71 0. 1221 0.04 Q 19.86 0.1226 0.04 Q 20.01 0. 1231 0.04 Q 20. 15 0. 1235 0.04 Q 20.30 0. 1240 0.04 Q 20.45 0.1244 0.03 Q 20.60 0.1248 0.03 Q 20.75 0.1252 0.03 Q 20.89 0.1256 0.03 Q 21.04 0. 1260 0.03 Q 21.19 0. 1264 0.03 Q 21.34 0. 1268 0.03 Q 14 21.49 0.1272 0.03 21.64 0.1276 0.03 21.78 0.1279 0.03 21.93 0.1283 0.03 22.08 0.1286 0.03 22.23 0.1290 0.03 22.38 0.1293 0.03 22.53 0.1297 0.03 22.67 0.1300 0.03 22.82 0.1303 0.03 22.97 0.1307 0.03 23. 12 0. 1310 0.03 23.27 0. 1313 0.03 23.42 0. 1316 0.03 23.57 0. 1319 0.02 23.71 0.1322 0.02 23.86 0.1325 0.02 24.01 0.1328 0.02 24.16 0.1330 0.00 TI N£ QFATI CR rri nut es) CF PERC ENTI LES CF ESTI NATED PEAK FLAN RATE ( Pbt e: 100%of Peak FI ow Rat a est i rrat a assurred t o have an i nst ant aneous t i m dur at i on) Per cent i I e of Est i rrat ad Drr at i on Peak FI ow Rat e ( ni nut es) 0% 1441.8 10% 106.8 20% 26.7 30% 17.8 40% 8.9 50% 8.9 60% 8.9 70% 8.9 80% 8.9 90% 8.9 15 MPA2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * AREA 2 PROPOSED 2 YEAR STORM * * ************************************************************************** FILE NAME: MPA2.DAT TIME/DATE OF STUDY: 11:26 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MPA2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + DA-A5 + + **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.63 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 7.30 TOTAL AREA(ACRES) = 3.63 PEAK FLOW RATE(CFS) = 7.30 **************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 112.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MPA2.OUT ELEVATION DATA: UPSTREAM(FEET) = 145.20 DOWNSTREAM(FEET) = 142.90 FLOW LENGTH(FEET) = 488.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 4.13 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 7.30 PIPE TRAVEL TIME(MIN.) = 1.97 Tc(MIN.) = 6.97 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 112.00 = 588.00 FEET. + + DA-A4 + + FLOW PROCESS FROM NODE 112.00 TO NODE 112.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.91 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.91 INITIAL SUBAREA RUNOFF(CFS) = 3.84 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.97 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.871 SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 3.16 EFFECTIVE AREA(ACRES) = 5.54 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.5 PEAK FLOW RATE(CFS) = 9.18 **************************************************************************** FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Page 3 MPA2.OUT ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.90 DOWNSTREAM(FEET) = 142.00 FLOW LENGTH(FEET) = 306.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.20 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.18 PIPE TRAVEL TIME(MIN.) = 1.22 Tc(MIN.) = 8.18 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 113.00 = 894.00 FEET. + + DA-A3 + + FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.75 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.75 INITIAL SUBAREA RUNOFF(CFS) = 5.53 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 8.18 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.706 SUBAREA AREA(ACRES) = 2.75 SUBAREA RUNOFF(CFS) = 4.15 EFFECTIVE AREA(ACRES) = 8.29 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.3 PEAK FLOW RATE(CFS) = 12.50 **************************************************************************** FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Page 4 MPA2.OUT ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 142.00 DOWNSTREAM(FEET) = 139.10 FLOW LENGTH(FEET) = 878.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 15.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.78 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 12.50 PIPE TRAVEL TIME(MIN.) = 3.06 Tc(MIN.) = 11.25 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 114.00 = 1772.00 FEET. + + DA-A2 + + FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE = 82 >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.31 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.31 INITIAL SUBAREA RUNOFF(CFS) = 2.63 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 11.25 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.422 SUBAREA AREA(ACRES) = 1.31 SUBAREA RUNOFF(CFS) = 1.64 EFFECTIVE AREA(ACRES) = 9.60 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 9.6 PEAK FLOW RATE(CFS) = 12.50 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE FLOW PROCESS FROM NODE 114.00 TO NODE 115.00 IS CODE = 41 Page 5 MPA2.OUT >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ------------------------------------------------------------- -------------------------- ELEVATION DATA: UPSTREAM(FEET) = 139.10 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 255.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 12.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.47 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 12.50 PIPE TRAVEL TIME(MIN.) = 0.66 Tc(MIN.) = 11.90 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 115.00 = -------------- = 137.20 2027.00 FEET. + + DA-Al **************************************************************************** FLOW PROCESS FROM NODE 115.00 TO NODE 115.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 160.00 ELEVATION DATA: UPSTREAM(FEET) = 158.90 DOWNSTREAM(FEET) = 155.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.062 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.248 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.29 0.30 0.100 56 5.06 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.29 INITIAL SUBAREA RUNOFF(CFS) = 4.57 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 11.90 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.376 SUBAREA AREA(ACRES) = 2.29 SUBAREA RUNOFF(CFS) = 2.77 EFFECTIVE AREA(ACRES) = 11.89 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 11.9 PEAK FLOW RATE(CFS) = 14.40 FLOW PROCESS FROM NODE 115.00 TO NODE 160.00 IS CODE = 41 Page 6 MPA2.OUT >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ------------------------------------------------------------- -------------------------- ELEVATION DATA: UPSTREAM(FEET) = 137.20 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 33.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 9.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 10.32 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.40 PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 11.96 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 160.00 = -------------- = 136.40 2060.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 11.96 RAINFALL INTENSITY(INCH/HR) = 1.37 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 11.89 TOTAL STREAM AREA(ACRES) = 11.89 PEAK FLOW RATE(CFS) AT CONFLUENCE = 14.40 + + DA-A7 + + **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) Page 7 MPA2.OUT COMMERCIAL B 1.98 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.98 TOTAL AREA(ACRES) = 1.98 PEAK FLOW RATE(CFS) = 3.98 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< --------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 147.30 DOWNSTREAM(FEET) _ FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 5.07 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 3.98 PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 5.11 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 134.00 FEET. FLOW PROCESS FROM NODE 122.00 TO NODE 130.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 145.20 FLOW LENGTH(FEET) = 120.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 7.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.30 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 3.98 PIPE TRAVEL TIME(MIN.) = 0.32 Tc(MIN.) = 5.43 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 130.00 = 254.00 FEET. + + DA-A8 + + **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- Page 8 MPA2.OUT INITIAL SUBAREA FLOW-LENGTH(FEET) = 146.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 152.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.264 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.198 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.22 0.30 0.100 56 5.26 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.22 INITIAL SUBAREA RUNOFF(CFS) = 2.38 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 5.43 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.159 SUBAREA AREA(ACRES) = 1.22 SUBAREA RUNOFF(CFS) = 2.34 EFFECTIVE AREA(ACRES) = 3.20 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.2 PEAK FLOW RATE(CFS) = 6.13 FLOW PROCESS FROM NODE 130.00 TO NODE 140.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 145.20 DOWNSTREAM(FEET) = 143.60 FLOW LENGTH(FEET) = 379.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 11.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.38 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.13 PIPE TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 6.87 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 140.00 = 633.00 FEET. + + DA-A9 + + **************************************************************************** FLOW PROCESS FROM NODE 140.00 TO NODE 140.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- Page 9 MPA2.OUT INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 153.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.001 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.263 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.67 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.67 INITIAL SUBAREA RUNOFF(CFS) = 3.36 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.87 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.886 SUBAREA AREA(ACRES) = 1.67 SUBAREA RUNOFF(CFS) = 2.79 EFFECTIVE AREA(ACRES) = 4.87 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.9 PEAK FLOW RATE(CFS) = 8.14 FLOW PROCESS FROM NODE 140.00 TO NODE 150.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 143.60 DOWNSTREAM(FEET) = 141.80 FLOW LENGTH(FEET) = 271.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 11.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.58 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.14 PIPE TRAVEL TIME(MIN.) = 0.81 Tc(MIN.) = 7.68 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 150.00 = 904.00 FEET. + + DA-A6 + + **************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- Page 10 MPA2.OUT INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.82 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.82 INITIAL SUBAREA RUNOFF(CFS) = 5.67 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.68 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.769 SUBAREA AREA(ACRES) = 2.82 SUBAREA RUNOFF(CFS) = 4.41 EFFECTIVE AREA(ACRES) = 7.69 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.7 PEAK FLOW RATE(CFS) = 12.04 FLOW PROCESS FROM NODE 150.00 TO NODE 160.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 141.80 DOWNSTREAM(FEET) = 139.90 FLOW LENGTH(FEET) = 372.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 13.6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.57 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 12.04 PIPE TRAVEL TIME(MIN.) = 1.11 Tc(MIN.) = 8.79 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 160.00 = 1276.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.79 RAINFALL INTENSITY(INCH/HR) = 1.64 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 Page 11 MPA2.OUT AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 7.69 TOTAL STREAM AREA(ACRES) = 7.69 PEAK FLOW RATE(CFS) AT CONFLUENCE = 12.04 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.40 11.96 1.372 0.30( 0.03) 0.10 11.9 110.00 2 12.04 8.79 1.637 0.30( 0.03) 0.10 7.7 120.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 24.72 8.79 1.637 0.30( 0.03) 0.10 16.4 120.00 2 24.46 11.96 1.372 0.30( 0.03) 0.10 19.6 110.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 24.72 Tc(MIN.) = 8.79 EFFECTIVE AREA(ACRES) = 16.43 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 19.6 LONGEST FLOWPATH FROM NODE ---------------------------------------------------------------------------- 110.00 TO NODE 160.00 = 2060.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 19.6 TC(MIN.) = 8.79 EFFECTIVE AREA(ACRES) = 16.43 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 24.72 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 24.72 8.79 1.637 0.30( 0.03) 0.10 16.4 120.00 2 24.46 11.96 ---------------------------------------------------------------------------- 1.372 0.30( 0.03) 0.10 19.6 110.00 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS n Page 12 MPB2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * AREA B PROPOSED 2 YEAR STORM * * ************************************************************************** FILE NAME: MPB2.DAT TIME/DATE OF STUDY: 11:27 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MPB2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + DA-B3 + + **************************************************************************** FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.22 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.45 TOTAL AREA(ACRES) = 1.22 PEAK FLOW RATE(CFS) = 2.45 **************************************************************************** FLOW PROCESS FROM NODE 201.00 TO NODE 210.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MPB2.OUT ELEVATION DATA: UPSTREAM(FEET) = 144.00 DOWNSTREAM(FEET) = 141.00 FLOW LENGTH(FEET) = 187.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 5.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.64 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.45 PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 5.55 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 210.00 = 287.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 5.55 RAINFALL INTENSITY(INCH/HR) = 2.13 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.22 TOTAL STREAM AREA(ACRES) = 1.22 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.45 + + DA-B2 + + **************************************************************************** FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 200.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.357 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.972 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.96 0.30 0.100 56 6.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 Page 3 MPB2.OUT SUBAREA RUNOFF(CFS) = 5.17 TOTAL AREA(ACRES) = 2.96 PEAK FLOW RATE(CFS) = 5.17 **************************************************************************** FLOW PROCESS FROM NODE 210.00 TO NODE 210.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.36 RAINFALL INTENSITY(INCH/HR) = 1.97 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.96 TOTAL STREAM AREA(ACRES) = 2.96 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.17 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.45 5.55 2.131 0.30( 0.03) 0.10 1.2 200.00 2 5.17 6.36 1.972 0.30( 0.03) 0.10 3.0 210.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 7.34 5.55 2.131 0.30( 0.03) 0.10 3.8 200.00 2 7.44 6.36 1.972 0.30( 0.03) 0.10 4.2 210.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 7.44 Tc(MIN.) = 6.36 EFFECTIVE AREA(ACRES) = 4.18 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 210.00 = 287.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 210.00 TO NODE 260.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 141.00 DOWNSTREAM(FEET) = 138.00 Page 4 MPB2.OUT FLOW LENGTH(FEET) = 654.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.75 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 7.44 PIPE TRAVEL TIME(MIN.) = 2.30 Tc(MIN.) = 8.65 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 260.00 = 941.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.65 RAINFALL INTENSITY(INCH/HR) = 1.65 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 4.18 TOTAL STREAM AREA(ACRES) = 4.18 PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.44 + + DA-B1 **************************************************************************** FLOW PROCESS FROM NODE 220.00 TO NODE 221.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 200.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.027 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.862 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) MOBILE HOME PARK B 1.00 0.30 0.250 56 7.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.250 SUBAREA RUNOFF(CFS) = 1.61 Page 5 MPB2.OUT TOTAL AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) = 1.61 **************************************************************************** FLOW PROCESS FROM NODE 221.00 TO NODE 260.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 154.50 DOWNSTREAM ELEVATION(FEET) = 144.30 STREET LENGTH(FEET) = 390.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 16.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.79 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.31 HALFSTREET FLOOD WIDTH(FEET) = 9.09 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.01 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.24 STREET FLOW TRAVEL TIME(MIN.) = 1.62 Tc(MIN.) = 8.65 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.653 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 2.99 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.99 SUBAREA RUNOFF(CFS) = 4.37 EFFECTIVE AREA(ACRES) = 3.99 AREA -AVERAGED Fm(INCH/HR) = 0.04 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.14 TOTAL AREA(ACRES) = 4.0 PEAK FLOW RATE(CFS) = 5.79 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 10.97 FLOW VELOCITY(FEET/SEC.) = 4.38 DEPTH*VELOCITY(FT*FT/SEC.) = 1.51 LONGEST FLOWPATH FROM NODE 220.00 TO NODE 260.00 = 590.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< Page 6 MPB2.OUT ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.65 RAINFALL INTENSITY(INCH/HR) = 1.65 AREA -AVERAGED Fm(INCH/HR) = 0.04 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.14 EFFECTIVE STREAM AREA(ACRES) = 3.99 TOTAL STREAM AREA(ACRES) = 3.99 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.79 + + OF-B1 **************************************************************************** FLOW PROCESS FROM NODE 240.00 TO NODE 241.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.20 TOTAL AREA(ACRES) = 0.10 PEAK FLOW RATE(CFS) = 0.20 **************************************************************************** FLOW PROCESS FROM NODE 241.00 TO NODE 260.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 1000.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 Page 7 MPB2.OUT DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.78 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.22 HALFSTREET FLOOD WIDTH(FEET) = 4.58 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.19 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.26 STREET FLOW TRAVEL TIME(MIN.) = 14.01 Tc(MIN.) = 19.01 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.052 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.21 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.21 SUBAREA RUNOFF(CFS) = 1.11 EFFECTIVE AREA(ACRES) = 1.31 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.3 PEAK FLOW RATE(CFS) = 1.20 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.24 HALFSTREET FLOOD WIDTH(FEET) = 5.92 FLOW VELOCITY(FEET/SEC.) = 1.29 DEPTH*VELOCITY(FT*FT/SEC.) = 0.31 LONGEST FLOWPATH FROM NODE 240.00 TO NODE 260.00 = 1022.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ----------------------------------------------------- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 19.01 RAINFALL INTENSITY(INCH/HR) = 1.05 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.31 TOTAL STREAM AREA(ACRES) = 1.31 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.20 Page 8 MPB2.OUT + + OF-B2 **************************************************************************** FLOW PROCESS FROM NODE 230.00 TO NODE 231.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 152.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.20 TOTAL AREA(ACRES) = 0.10 PEAK FLOW RATE(CFS) = 0.20 **************************************************************************** FLOW PROCESS FROM NODE 231.00 TO NODE 260.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 152.40 DOWNSTREAM ELEVATION(FEET) = 142.70 STREET LENGTH(FEET) = 978.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.93 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.24 Page 9 MPB2.OUT HALFSTREET FLOOD WIDTH(FEET) = 5.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.02 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.49 STREET FLOW TRAVEL TIME(MIN.) = 8.07 Tc(MIN.) = 13.07 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.304 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 1.23 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.23 SUBAREA RUNOFF(CFS) = 1.41 EFFECTIVE AREA(ACRES) = 1.33 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.3 PEAK FLOW RATE(CFS) = 1.52 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.28 HALFSTREET FLOOD WIDTH(FEET) = 7.47 FLOW VELOCITY(FEET/SEC.) = 2.25 DEPTH*VELOCITY(FT*FT/SEC.) = 0.62 LONGEST FLOWPATH FROM NODE 230.00 TO NODE 260.00 = 1000.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 260.00 TO NODE 260.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 4 ARE: TIME OF CONCENTRATION(MIN.) = 13.07 RAINFALL INTENSITY(INCH/HR) = 1.30 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.33 TOTAL STREAM AREA(ACRES) = 1.33 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.52 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 7.34 7.86 1.747 0.30( 0.03) 0.10 3.8 200.00 1 7.44 8.65 1.652 0.30( 0.03) 0.10 4.2 210.00 2 5.79 8.65 1.653 0.30( 0.04) 0.14 4.0 220.00 3 1.20 19.01 1.052 0.30( 0.03) 0.10 1.3 240.00 4 1.52 13.07 1.304 0.30( 0.03) 0.10 1.3 230.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 4 STREAMS. Page 10 MPB2.OUT ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.98 7.86 1.747 0.30( 0.03) 0.12 8.8 200.00 2 15.38 8.65 1.653 0.30( 0.03) 0.12 9.6 220.00 3 15.38 8.65 1.652 0.30( 0.03) 0.12 9.6 210.00 4 13.67 13.07 1.304 0.30( 0.03) 0.11 10.4 230.00 5 10.74 19.01 1.052 0.30( 0.03) 0.11 10.8 240.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 15.38 Tc(MIN.) = 8.65 EFFECTIVE AREA(ACRES) = 9.64 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.12 TOTAL AREA(ACRES) = 10.8 LONGEST FLOWPATH FROM NODE 240.00 TO NODE 260.00 = 1022.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 10.8 TC(MIN.) = 8.65 EFFECTIVE AREA(ACRES) = 9.64 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.116 PEAK FLOW RATE(CFS) = 15.38 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.98 7.86 1.747 0.30( 0.03) 0.12 8.8 200.00 2 15.38 8.65 1.653 0.30( 0.03) 0.12 9.6 220.00 3 15.38 8.65 1.652 0.30( 0.03) 0.12 9.6 210.00 4 13.67 13.07 1.304 0.30( 0.03) 0.11 10.4 230.00 5 10.74 19.01 ---------------------------------------------------------------------------- 1.052 0.30( 0.03) 0.11 10.8 240.00 --------------------------------- END OF RATIONAL METHOD ANALYSIS Page 11 MPC2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * AREA C PROPOSED 2 YEAR STORM * * ************************************************************************** FILE NAME: MPC2.DAT TIME/DATE OF STUDY: 11:28 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MPC2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + DA-C1 + + **************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.77 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.55 TOTAL AREA(ACRES) = 0.77 PEAK FLOW RATE(CFS) = 1.55 **************************************************************************** FLOW PROCESS FROM NODE 301.00 TO NODE 302.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 2 MPC2.OUT ELEVATION DATA: UPSTREAM(FEET) = 148.00 DOWNSTREAM(FEET) = 147.00 FLOW LENGTH(FEET) = 251.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 3.03 GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.55 PIPE TRAVEL TIME(MIN.) = 1.38 Tc(MIN.) = 6.38 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 302.00 = 351.00 FEET. + + DA-C2 **************************************************************************** FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.09 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.09 INITIAL SUBAREA RUNOFF(CFS) = 4.20 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.38 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.968 SUBAREA AREA(ACRES) = 2.09 SUBAREA RUNOFF(CFS) = 3.64 EFFECTIVE AREA(ACRES) = 2.86 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 4.99 FLOW PROCESS FROM NODE 310.00 TO NODE 320.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 3 MPC2.OUT ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 146.20 FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.26 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.99 PIPE TRAVEL TIME(MIN.) = 0.68 Tc(MIN.) = 7.07 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 320.00 = 526.00 FEET. + + DA-C3 **************************************************************************** FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 160.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 152.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.561 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.130 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 3.57 0.30 0.100 56 5.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 3.57 INITIAL SUBAREA RUNOFF(CFS) = 6.75 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.07 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.856 SUBAREA AREA(ACRES) = 3.57 SUBAREA RUNOFF(CFS) = 5.87 EFFECTIVE AREA(ACRES) = 6.43 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.4 PEAK FLOW RATE(CFS) = 10.57 FLOW PROCESS FROM NODE 320.00 TO NODE 340.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- Page 4 MPC2.OUT ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 146.20 FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 14.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.15 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.57 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 7.63 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 340.00 = 701.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 340.00 TO NODE 340.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 7.63 RAINFALL INTENSITY(INCH/HR) = 1.78 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 6.43 TOTAL STREAM AREA(ACRES) = 6.43 PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.57 + + DA-C4 + + **************************************************************************** FLOW PROCESS FROM NODE 330.00 TO NODE 331.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 200.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.357 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.972 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.52 0.30 0.100 56 6.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 Page 5 MPC2.OUT SUBAREA RUNOFF(CFS) = 4.40 TOTAL AREA(ACRES) = 2.52 PEAK FLOW RATE(CFS) = 4.40 **************************************************************************** FLOW PROCESS FROM NODE 331.00 TO NODE 340.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 150.00 DOWNSTREAM(FEET) = 145.30 FLOW LENGTH(FEET) = 298.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 6.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.44 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.40 PIPE TRAVEL TIME(MIN.) = 0.77 Tc(MIN.) = 7.13 LONGEST FLOWPATH FROM NODE 330.00 TO NODE 340.00 = 498.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 340.00 TO NODE 340.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.13 RAINFALL INTENSITY(INCH/HR) = 1.85 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.52 TOTAL STREAM AREA(ACRES) = 2.52 PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.40 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.57 7.63 1.776 0.30( 0.03) 0.10 6.4 300.00 2 4.40 7.13 1.847 0.30( 0.03) 0.10 2.5 330.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.68 7.13 1.847 0.30( 0.03) 0.10 8.5 330.00 2 14.80 7.63 1.776 0.30( 0.03) 0.10 8.9 300.00 Page 6 MPC2.OUT COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 14.80 Tc(MIN.) = 7.63 EFFECTIVE AREA(ACRES) = 8.95 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.9 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 340.00 = 701.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 340.00 TO NODE 350.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 145.30 DOWNSTREAM(FEET) = 145.00 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 4.71 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.80 PIPE TRAVEL TIME(MIN.) = 0.25 Tc(MIN.) = 7.88 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 350.00 = 771.00 FEET. + + DA-05 **************************************************************************** FLOW PROCESS FROM NODE 350.00 TO NODE 350.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) COMMERCIAL B 3.53 0.30 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 3.53 INITIAL SUBAREA RUNOFF(CFS) _ Page 7 SCS Tc CN (MIN.) 56 5.00 7.10 MPC2.OUT ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.88 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.743 SUBAREA AREA(ACRES) = 3.53 SUBAREA RUNOFF(CFS) = 5.44 EFFECTIVE AREA(ACRES) = 12.48 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 12.5 PEAK FLOW RATE(CFS) = 19.24 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 19.32 7.38 1.811 0.30( 0.03) 0.10 12.1 330.00 2 19.24 7.88 1.743 0.30( 0.03) 0.10 12.5 300.00 NEW PEAK FLOW DATA ARE: PEAK FLOW RATE(CFS) = 19.32 Tc(MIN.) = 7.38 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE AREA(ACRES) = 12.05 FLOW PROCESS FROM NODE 350.00 TO NODE 351.00 IS CODE = 41 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 145.00 DOWNSTREAM(FEET) = 143.80 FLOW LENGTH(FEET) = 233.00 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 6.15 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 19.32 PIPE TRAVEL TIME(MIN.) = 0.63 Tc(MIN.) = 8.01 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 351.00 = 1004.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 12.5 TC(MIN.) = 8.01 EFFECTIVE AREA(ACRES) = 12.05 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 19.32 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 19.32 8.01 1.727 0.30( 0.03) 0.10 12.1 330.00 2 19.24 8.51 1.668 0.30( 0.03) 0.10 12.5 ---------------------------------------------------------------------------- 300.00 --------------------------------- END OF RATIONAL METHOD ANALYSIS Page 8 MPC2.OUT Page 9 MPD2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * AREA D PROPOSED 2 YEAR STORM * * ************************************************************************** FILE NAME: MPD2.DAT TIME/DATE OF STUDY: 11:28 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MPD2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + DA-D1 + + **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 154.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.42 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.86 TOTAL AREA(ACRES) = 2.42 PEAK FLOW RATE(CFS) = 4.86 **************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 440.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- Page 2 MPD2.OUT ELEVATION DATA: UPSTREAM(FEET) = 146.70 DOWNSTREAM(FEET) = 135.80 FLOW LENGTH(FEET) = 860.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.23 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.86 PIPE TRAVEL TIME(MIN.) = 2.30 Tc(MIN.) = 7.30 LONGEST FLOWPATH FROM NODE 400.00 TO NODE 440.00 = 960.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 7.30 RAINFALL INTENSITY(INCH/HR) = 1.82 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.42 TOTAL STREAM AREA(ACRES) = 2.42 PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.86 + + DA-D2 + + **************************************************************************** FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 156.00 DOWNSTREAM(FEET) = 154.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 2.06 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 Page 3 MPD2.OUT SUBAREA RUNOFF(CFS) = 4.14 TOTAL AREA(ACRES) = 2.06 PEAK FLOW RATE(CFS) = 4.14 **************************************************************************** FLOW PROCESS FROM NODE 411.00 TO NODE 440.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- ----------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 146.70 DOWNSTREAM(FEET) = 135.80 FLOW LENGTH(FEET) = 891.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.92 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.14 PIPE TRAVEL TIME(MIN.) = 2.51 Tc(MIN.) = 7.51 LONGEST FLOWPATH FROM NODE 410.00 TO NODE 440.00 = 991.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.51 RAINFALL INTENSITY(INCH/HR) = 1.79 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.06 TOTAL STREAM AREA(ACRES) = 2.06 PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.14 + + OF-D1 + + **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 421.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 148.50 DOWNSTREAM(FEET) = 147.50 Page 4 MPD2.OUT Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.05 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.10 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.10 **************************************************************************** FLOW PROCESS FROM NODE 421.00 TO NODE 440.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 147.50 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 345.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.48 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.16 HALFSTREET FLOOD WIDTH(FEET) = 1.50 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.96 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.31 STREET FLOW TRAVEL TIME(MIN.) = 2.93 Tc(MIN.) = 7.93 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.737 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.51 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 0.78 EFFECTIVE AREA(ACRES) = 0.56 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.6 PEAK FLOW RATE(CFS) = 0.86 Page 5 MPD2.OUT END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.20 HALFSTREET FLOOD WIDTH(FEET) = 3.76 FLOW VELOCITY(FEET/SEC.) = 1.66 DEPTH*VELOCITY(FT*FT/SEC.) = 0.33 LONGEST FLOWPATH FROM NODE 420.00 TO NODE 440.00 = 367.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 7.93 RAINFALL INTENSITY(INCH/HR) = 1.74 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.56 TOTAL STREAM AREA(ACRES) = 0.56 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.86 + + OF-D2 + + **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 431.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 22.00 ELEVATION DATA: UPSTREAM(FEET) = 147.20 DOWNSTREAM(FEET) = 146.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) COMMERCIAL B 0.05 0.30 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.10 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) Page 6 Ap SCS Tc (DECIMAL) CN (MIN.) 0.100 56 5.00 0.30 MPD2.OUT **************************************************************************** FLOW PROCESS FROM NODE 431.00 TO NODE 440.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 146.60 DOWNSTREAM ELEVATION(FEET) = 144.70 STREET LENGTH(FEET) = 590.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.50 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.20 HALFSTREET FLOOD WIDTH(FEET) = 3.47 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.05 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.20 STREET FLOW TRAVEL TIME(MIN.) = 9.38 Tc(MIN.) = 14.38 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.234 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.72 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.72 SUBAREA RUNOFF(CFS) = 0.78 EFFECTIVE AREA(ACRES) = 0.77 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.8 PEAK FLOW RATE(CFS) = 0.83 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.23 HALFSTREET FLOOD WIDTH(FEET) = 5.10 FLOW VELOCITY(FEET/SEC.) = 1.10 DEPTH*VELOCITY(FT*FT/SEC.) = 0.25 LONGEST FLOWPATH FROM NODE 430.00 TO NODE 440.00 = 612.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 440.00 TO NODE 440.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------------------------------------------------- Page 7 MPD2.OUT TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 4 ARE: TIME OF CONCENTRATION(MIN.) = 14.38 RAINFALL INTENSITY(INCH/HR) = 1.23 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.77 TOTAL STREAM AREA(ACRES) = 0.77 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.83 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.86 7.30 1.821 0.30( 0.03) 0.10 2.4 400.00 2 4.14 7.51 1.792 0.30( 0.03) 0.10 2.1 410.00 3 0.86 7.93 1.737 0.30( 0.03) 0.10 0.6 420.00 4 0.83 14.38 1.234 0.30( 0.03) 0.10 0.8 430.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 4 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.42 7.30 1.821 0.30( 0.03) 0.10 5.3 400.00 2 10.41 7.51 1.792 0.30( 0.03) 0.10 5.4 410.00 3 10.16 7.93 1.737 0.30( 0.03) 0.10 5.5 420.00 4 7.54 14.38 1.234 0.30( 0.03) 0.10 5.8 430.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 10.42 Tc(MIN.) = 7.30 EFFECTIVE AREA(ACRES) = 5.33 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.8 LONGEST FLOWPATH FROM NODE 410.00 TO NODE 440.00 = 991.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 5.8 TC(MIN.) = 7.30 EFFECTIVE AREA(ACRES) = 5.33 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 10.42 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.42 7.30 1.821 0.30( 0.03) 0.10 5.3 400.00 2 10.41 7.51 1.792 0.30( 0.03) 0.10 5.4 410.00 3 10.16 7.93 1.737 0.30( 0.03) 0.10 5.5 420.00 Page 8 MPD2.OUT 4 7.54 14.38 1.234 0.30( 0.03) 0.10 5.8 430.00 ---------------------------------------------------------------------------- --------------------------------- END OF RATIONAL METHOD ANALYSIS Page 9 MPE2.OUT **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2011 Advanced Engineering Software (aes) Ver. 18.0 Release Date: 07/01/2011 License ID 1499 Analysis prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive Suite 200 Orange, CA 92868 ************************** DESCRIPTION OF STUDY ************************** * MAINPLACE MALL * AREA E PROPOSED 2 YEAR STORM * * ************************************************************************** FILE NAME: MPE2.DAT TIME/DATE OF STUDY: 11:29 04/24/2019 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 2 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II 00 00 TO USE FOR FRICTION SLOPE = 0.95 ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ------------------------------- ------ ----- ------ ------------ 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: Page 1 MPE2.OUT WATERSHED LAG = 0.80 * Tc USED "VALLEY UNDEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 1 UNITS/ACRE AND LESS; AND "VALLEY DEVELOPED" S-GRAPH FOR DEVELOPMENTS OF 2 UNITS/ACRE AND MORE. SIERRA MADRE DEPTH -AREA FACTORS USED. AREA -AVERAGED DURATION RAINFALL(INCH) 5-MINUTES 0.19 30-MINUTES 0.40 1-HOUR 0.53 3-HOUR 0.89 6-HOUR 1.22 24-HOUR 2.05 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR UNIT HYDROGRAPH METHOD* + + DA-E1 + + **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 176.00 ELEVATION DATA: UPSTREAM(FEET) = 155.20 DOWNSTREAM(FEET) = 153.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.777 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.084 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.83 0.30 0.100 56 5.78 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.53 TOTAL AREA(ACRES) = 0.83 PEAK FLOW RATE(CFS) = 1.53 **************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 510.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- Page 2 MPE2.OUT ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) _ FLOW LENGTH(FEET) = 183.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 3.41 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = PIPE-FLOW(CFS) = 1.53 PIPE TRAVEL TIME(MIN.) = 0.89 Tc(MIN.) = 6.67 LONGEST FLOWPATH FROM NODE 500.00 TO NODE 510.00 = 1 359.00 FEET. + + DA-E2 **************************************************************************** FLOW PROCESS FROM NODE 510.00 TO NODE 510.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.71 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.71 INITIAL SUBAREA RUNOFF(CFS) = 3.44 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.67 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.918 SUBAREA AREA(ACRES) = 1.71 SUBAREA RUNOFF(CFS) = 2.91 EFFECTIVE AREA(ACRES) = 2.54 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.5 PEAK FLOW RATE(CFS) = 4.32 FLOW PROCESS FROM NODE 510.00 TO NODE 520.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- Page 3 MPE2.OUT ELEVATION DATA: UPSTREAM(FEET) = 146.00 DOWNSTREAM(FEET) _ FLOW LENGTH(FEET) = 192.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 11.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 4.40 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = PIPE-FLOW(CFS) = 4.32 PIPE TRAVEL TIME(MIN.) = 0.73 Tc(MIN.) = 7.40 LONGEST FLOWPATH FROM NODE 500.00 TO NODE 520.00 = WE, Elm •o 1 551.00 FEET. + + DA-E3 **************************************************************************** FLOW PROCESS FROM NODE 520.00 TO NODE 520.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 ELEVATION DATA: UPSTREAM(FEET) = 157.00 DOWNSTREAM(FEET) = 155.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 1.22 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.22 INITIAL SUBAREA RUNOFF(CFS) = 2.45 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 7.40 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.808 SUBAREA AREA(ACRES) = 1.22 SUBAREA RUNOFF(CFS) = 1.95 EFFECTIVE AREA(ACRES) = 3.76 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 6.02 + + DA-E4 + + Page 4 MPE2.OUT **************************************************************************** FLOW PROCESS FROM NODE 530.00 TO NODE 531.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 137.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 153.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.611 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.119 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.11 0.30 0.100 56 5.61 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.21 TOTAL AREA(ACRES) = 0.11 PEAK FLOW RATE(CFS) = 0.21 + + DA-E5 **************************************************************************** FLOW PROCESS FROM NODE 540.00 TO NODE 541.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) 16.00 ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 154.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.264 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL B 0.10 0.30 0.100 56 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.20 TOTAL AREA(ACRES) = 0.10 PEAK FLOW RATE(CFS) = 0.20 **************************************************************************** Page 5 MPE2.OUT FLOW PROCESS FROM NODE 541.00 TO NODE 542.00 IS CODE = 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------------------------------------------------- --------- UPSTREAM ELEVATION(FEET) = 155.10 DOWNSTREAM ELEVATION(FEET) = 148.20 STREET LENGTH(FEET) = 543.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 16.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.87 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.19 HALFSTREET FLOOD WIDTH(FEET) = 3.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.08 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.39 STREET FLOW TRAVEL TIME(MIN.) = 4.35 Tc(MIN.) = 9.35 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.580 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL B 0.95 0.30 0.100 56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.95 SUBAREA RUNOFF(CFS) = 1.33 EFFECTIVE AREA(ACRES) = 1.05 AREA -AVERAGED Fm(INCH/HR) = 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 1.47 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.22 HALFSTREET FLOOD WIDTH(FEET) = 4.72 FLOW VELOCITY(FEET/SEC.) = 2.15 DEPTH*VELOCITY(FT*FT/SEC.) = 0.47 LONGEST FLOWPATH FROM NODE 540.00 TO NODE 542.00 = 559.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 1.0 TC(MIN.) = 9.35 EFFECTIVE AREA(ACRES) = 1.05 AREA -AVERAGED Fm(INCH/HR)= 0.03 AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 1.47 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Page 6 MPE2.OUT END OF RATIONAL METHOD ANALYSIS Page 7 N§i npl ace Area C Proposed 2-Year * * * NO4 HCACGEdEaB NATERSHED AREA, AVERAGED LOSS RATE (Frr) AND LON LOSS FRACTI CN ESTI NP.TI CNS FOR MJC I TOTAL 24-HQR D-JRATI CN RAJ WALL DEPTH = 2.05 (inches) SO L-COVER AREA PERCENT CF SS CJR,/E LOSS RATE TYPE (Acres) PERA CJS AREA N-LBER Fp(in./hr. ) YIELD 1 12.50 10.00 56.(AKC 11) 0.300 0.801 TOTAL AREA (Acres) = 12.50 AREA, AVERAGED LOSS RATE, Fm(in./hr.) = 0.030 AREA, AVERAGED LON LOSS FRACTI Oy Y = 0. 199 N§i npl ace Area D Proposed 2-Year * * * NO4 HCACGEdEaB NATERSHED AREA, AVERAGED LOSS RATE (Frr) AND LON LOSS FRACTI CN ESTI NP.TI CNS FOR ANC I 1 TOTAL 24-HOJR 0.JRATI Od RAJ WALL DEPTH = 2.05 (inches) SO L- NJER AREA. PERCENT CF SS OJRVE LOSS RATE TYPE (Acres) PERA OJS AREA NLUER Fp(in./hr. ) YIELD 1 5.80 10.00 56. (M.0 1 1) 0.300 0.801 TOTAL AREA. (Acres) = 5.80 AREA, AVERAGED LOSS ROTE, Fm(in./hr.) = 0.030 AREA, AVERAGED LON LOSS FRACTI Oy Y = 0. 199 N§i npl ace Area D Proposed 2-Year *** NCN} HaUCEtE VATERSFED AREA AVE]RA= LOSS RATE ( Frr) AND LON LOSS FRACTI CN ESTI N.ATI CNS FOR ARC I TOTAL 24- HaR DI-IRATI CN RA1 MALL DEPTH = 2.05 (inches) SO L-Ca/FR AREA PERCENT CF SYS CME LOSS RATE TYPE (Acres) PER�A OJS AREA N.ABER Fp(i n. /hr. ) YI ELD 2 1.00 10.00 56.(ARC II) 0.300 0.801 TOTAL AREA (Acres) = 1.00 AREA M RAM) LOSS RATE, Fm (in. / hr .) = 0. 030 AFEA A\ERAM:) LON LOSS FRPLTI CNy Y = 0. 199 Nmi npl ace Area C Existing 2-Year RATI DAL NETT -CD CALI BRATI CN =FI a ENT = 0. 90 TOTAL CATCFNENL PREP( AGFES) = 12.50 SO L- LOSS RATE, FM (I N I-V FFZ) = 0. 030 LON LOSS FRPCTI CN = 0. 199 TI ACE CF Oal=RATI CR M N ) = 8. 00 SNPLL AREA PEAK Q OMPULED ITS NIG PEAK FLONRATE FCRMLA CRANE OaKFY "VALLEY" PA WALL VALLES ARE USED RETLRN FRCQ-EVCY(YEA� = 2 5- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.19 30- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.40 1- -aR R7 M RA WALL VALLE( I NaUS) = 0.53 3- -aR R7 M RA WALL VALLE( I NaUS) = 0.89 6- -aR R7 M RA WALL VALLE( I NaUS) = 1.22 24- -aR R7 M RA WALL VALLE( I NaUS) = 2.05 TOTAL CATCFNfNF RI\LFF \CLUA£(ACFC- FEET) = 1.61 TOTAL CATCFNfNF SO L- LOSS \CLIN£(AGRE- FEET) = 0.53 ............................................................................ TI ACE \/CLLAE Q 0. 5.0 10.0 15.0 20.0 (Ham) (AF) (CFS) ---------------------------------------------------------------------------- 0.13 0.0016 0.29 Q 0.27 0.0048 0.29 Q 0.40 0.0080 0.29 Q 0.53 0.0112 0.29 Q 0.67 0.0144 0.29 Q 0.80 0.0177 0.30 Q 0.93 0.0210 0.30 Q 1.07 0.0243 0.30 Q 1.20 0.0276 0.30 Q 1.33 0.0309 0.30 Q 1.47 0.0342 0.30 Q 1.60 0.0376 0.31 Q 1.73 0.0410 0.31 Q 1.87 0.0444 0.31 Q 2.00 0.0478 0.31 Q 2.13 0.0513 0.31 Q 2.27 0.0547 0.32 Q 2.40 0.0582 0.32 2.53 0.0617 0.32 2.67 0.0653 0.32 2.80 0.0688 0.32 2.93 0.0724 0.33 3.07 0.0760 0.33 3.20 0.0796 0.33 3.33 0.0832 0.33 3.47 0.0869 0.33 3.60 0.0906 0.34 3.73 0.0943 0.34 3.87 0.0981 0.34 4.00 0. 1018 0.34 4.13 0.1056 0.35 4.27 0.1094 0.35 4.40 0.1133 0.35 4.53 0.1172 0.35 4.67 0. 1211 0.36 4.80 0.1250 0.36 4.93 0.1289 0.36 5.07 0.1329 0.36 5.20 0.1370 0.37 5.33 0. 1410 0.37 5.47 0. 1451 0.37 5.60 0.1492 0.37 5.73 0.1533 0.38 5.87 0.1575 0.38 6.00 0. 1617 0.38 6.13 0.1660 0.39 6.27 0.1703 0.39 6.40 0.1746 0.39 6.53 0.1790 0.40 6.67 0.1834 0.40 6.80 0.1878 0.40 6.93 0. 1923 0.41 7.07 0. 1968 0.41 7.20 0.2013 0.41 7.33 0.2059 0.42 7.47 0.2106 0.42 7.60 0.2153 0.43 7.73 0.2200 0.43 7.87 0.2248 0.44 8.00 0.2296 0.44 8.13 0.2345 0.45 8.27 0.2394 0.45 8.40 0.2444 0.46 8.53 0.2495 0.46 Q 8.67 0.2546 0.47 Q 8.80 0.2597 0.47 Q 8.93 0.2649 0.48 Q 9.07 0.2702 0.48 Q 9.20 0.2755 0.49 Q 9.33 0.2809 0.49 Q 9.47 0.2864 0.50 . Q 9.60 0.2920 0.50 . Q 9.73 0.2976 0.51 . Q 9.87 0.3032 0.52 . Q 10.00 0.3090 0.53 .Q 10. 13 0.3148 0.53 .Q 10.27 0.3208 0.54 .Q 10.40 0.3268 0.55 .Q 10.53 0.3329 0.56 .Q 10.67 0.3390 0.56 .Q 10.80 0.3453 0.58 .Q 10.93 0.3517 0.58 .Q 11.07 0.3582 0.59 .Q 11.20 0.3648 0.60 .Q 11.33 0.3715 0.62 .Q 11.47 0.3783 0.62 .Q 11.60 0.3853 0.64 .Q 11.73 0.3923 0.65 .Q 11.87 0.3996 0.66 .Q 12.00 0.4069 0.67 .Q 12. 13 0.4152 0.84 .Q 12.27 0.4245 0.85 .Q 12.40 0.4340 0.87 .Q 12.53 0.4437 0.88 .Q 12.67 0.4536 0.91 .Q 12.80 0.4636 0.92 .Q 12.93 0.4739 0.95 .Q 13.07 0.4845 0.96 .Q 13.20 0.4953 1.00 .Q 13.33 0.5063 1.01 Q 13.47 0.5177 1.05 Q 13.60 0.5294 1.07 Q 13.73 0.5414 1.11 Q 13.87 0.5538 1.14 Q 14.00 0.5666 1.19 Q 14. 13 0.5799 1.24 Q 14.27 0.5941 1.32 Q 14.40 0.6089 1.36 Q 14.53 0.6244 1.46 Q 14.67 0.6408 1.52 Q 14.80 0.6583 1.65 Q 14.93 0.6769 1.73 Q 15.07 0.6969 1.91 Q 15.20 0.7185 2.02 Q 15.33 0.7423 2.30 Q 15.47 0.7675 2.28 Q 15.60 0.7943 2.58 Q 15.73 0.8247 2.95 Q 15.87 0.8654 4.43 16.00 0.9238 6.17 16.13 1.0633 19.15 16.27 1.1883 3.55 16.40 1.2205 2.30 Q 16.53 1.2450 2.15 Q 16.67 1.2668 1.81 Q 16.80 1.2855 1.58 Q 16.93 1.3020 1.41 Q 17.07 1.3169 1.29 Q 17.20 1.3304 1.16 Q 17.33 1.3428 1.09 Q 17.47 1.3545 1.03 Q 17.60 1.3655 0.98 .Q 17.73 1.3761 0.93 .Q 17.87 1.3862 0.90 .Q 18.00 1.3958 0.86 .Q 18. 13 1.4043 0.68 .Q 18.27 1.4117 0.65 .Q 18.40 1.4188 0.63 .Q 18.53 1.4256 0.61 .Q 18.67 1.4322 0.59 .Q 18.80 1.4386 0.57 .Q 18.93 1.4448 0.55 .Q 19.07 1.4508 0.54 .Q 19.20 1.4566 0.52 .Q 19.33 1.4623 0.51 .Q 19.47 1.4678 0.50 Q 19.60 1.4732 0.48 Q 19.73 1.4785 0.47 Q 19.87 1.4837 0.46 Q 20.00 1.4887 0.45 Q 20. 13 1.4936 0.44 Q 20.27 1.4985 0.43 Q 20.40 1.5032 0.43 Q 20.53 1.5079 0.42 Q 20.67 1.5124 0.41 Q Q w 20.80 1.5169 0.40 20.93 1.5213 0.40 21.07 1.5256 0.39 21.20 1.5299 0.38 21.33 1.5340 0.38 21.47 1.5382 0.37 21.60 1.5422 0.36 21.73 1.5462 0.36 21.87 1.5501 0.35 22.00 1.5540 0.35 22.13 1.5578 0.34 22.27 1.5616 0.34 22.40 1.5653 0.33 22.53 1.5690 0.33 22.67 1.5726 0.33 22.80 1.5762 0.32 22.93 1.5797 0.32 23.07 1.5832 0.31 23.20 1.5866 0.31 23.33 1.5900 0.31 23.47 1.5934 0.30 23.60 1.5967 0.30 23.73 1.6000 0.30 23.87 1.6033 0.29 24.00 1.6065 0.29 24.13 1.6081 0.00 TI N£ QFATI CR rri nut es) CF PERC ENTI LES CF ESTI NATED PEAK FLAN RATE ( Pbt e: 100%of Peak FI ow Rat a est i rrat a assurred t o have an i nst ant aneous t i m dur at i on) Per cent i I e of Est i rrat ad Drr at i on Peak FI ow Rat e ( ni nut es) 0% 1440.0 10% 88.0 20% 24.0 30% 16.0 40% 8.0 50% 8.0 60% 8.0 70% 8.0 80% 8.0 90% 8.0 Nmi npl ace Area D Existing 2-Year RATI DAL NETT -CD CALI BRATI CN =FI a EM = 0. 90 TOFAL CATa+I=NF PREP( AORES) = 5.80 SO L- LOSS RATE, FM (I N I-V FFZ) = 0. 030 LON LOSS FRPCTI CN = 0. 199 TI ACE CF Oal=RATI CR M N ) = 7. 30 SNPLL AREA PEAK Q OMPUFED ILS NIG PEAK FLONRATE FCRMLA CRANE OaKFY "VALLEY" PA WALL VALLES ARE USED RETLRN FRCQ-EVCY(YEA� = 2 5- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.19 30- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.40 1- -aR R7 M RA WALL VALLE( I NaUS) = 0.53 3- -aR R7 M RA WALL VALLE( I NaUS) = 0.89 6- -aR R7 M RA WALL VALLE( I NaUS) = 1.22 24- -aR R7 M RA WALL VALLE( I NaUS) = 2.05 TOTAL CATCHMEENF RI\LFF \CLUA£(ACFC- FEET) = 0.75 TOTAL CATCFNfNF SO L- LOSS \C-LAE(AGRE- FEET) = 0.24 ............................................................................ TI ACE \/CLLAE Q 0. 2.5 5.0 7.5 10.0 ( ) (AF) ( CFS) ---------------------------------------------------------------------------- 0.06 0.0003 0.13 Q 0. 18 0.0017 0. 13 Q 0.30 0.0030 0.13 Q 0.43 0.0044 0.14 Q 0.55 0.0058 0.14 Q 0.67 0.0071 0.14 Q 0.79 0.0085 0.14 Q 0.91 0.0099 0.14 Q 1.03 0.0113 0.14 Q 1.16 0.0127 0.14 Q 1.28 0.0141 0.14 Q 1.40 0.0155 0.14 Q 1.52 0.0169 0.14 Q 1.64 0.0184 0.14 Q 1.76 0.0198 0.14 Q 1.89 0.0212 0.14 Q 2.01 0.0227 0.14 Q 6 2.13 0.0242 0.15 2.25 0.0256 0.15 2.37 0.0271 0.15 2.49 0.0286 0.15 2.62 0.0301 0.15 2.74 0.0316 0.15 2.86 0.0331 0.15 2.98 0.0346 0.15 3.10 0.0361 0.15 3.22 0.0377 0.15 3.35 0.0392 0.15 3.47 0.0408 0.16 3.59 0.0423 0.16 3.71 0.0439 0.16 3.83 0.0455 0.16 3.95 0.0471 0.16 4.08 0.0487 0.16 4.20 0.0503 0.16 4.32 0.0519 0.16 4.44 0.0535 0.16 4.56 0.0552 0.16 4.68 0.0568 0.17 4.81 0.0585 0.17 4.93 0.0602 0.17 5.05 0.0619 0.17 5.17 0.0636 0.17 5.29 0.0653 0.17 5.41 0.0670 0.17 5.54 0.0687 0.17 5.66 0.0705 0.17 5.78 0.0723 0.18 5.90 0.0740 0.18 6.02 0.0758 0.18 6.14 0.0776 0.18 6.27 0.0794 0.18 6.39 0.0813 0.18 6.51 0.0831 0.18 6.63 0.0850 0.19 6.75 0.0868 0.19 6.88 0.0887 0.19 7.00 0.0906 0.19 7.12 0.0926 0.19 7.24 0.0945 0.19 7.36 0.0965 0.20 7.48 0.0984 0.20 7.61 0.1004 0.20 7.73 0.1024 0.20 7.85 0.1044 0.20 7.97 0.1065 0.20 8.09 0. 1086 0.21 8.21 0. 1106 0.21 8.34 0. 1127 0.21 8.46 0. 1149 0.21 8.58 0. 1170 0.21 8.70 0.1192 0.22 8.82 0. 1214 0.22 8.94 0.1236 0.22 9.06 0.1258 0.22 9.19 0. 1281 0.23 9.31 0. 1304 0.23 9.43 0.1327 0.23 9.55 0.1350 0.23 9.67 0.1374 0.24 9.80 0.1398 0.24 9.92 0.1422 0.24 10.04 0.1446 0.25 10. 16 0. 1471 0.25 10.28 0.1496 0.25 10.40 0.1522 0.25 10.52 0.1548 0.26 10.65 0.1574 0.26 10.77 0.1600 0.27 10.89 0.1627 0.27 11.01 0.1655 0.27 11.13 0.1682 0.28 11.26 0.1711 0.28 11.38 0.1739 0.29 11.50 0.1768 0.29 11.62 0.1798 0.30 11.74 0.1828 0.30 11.86 0.1858 0.31 11.98 0.1890 0.31 12.11 0.1922 0.34 12.23 0.1959 0.39 12.35 0.1999 0.40 12.47 0.2040 0.41 12.59 0.2081 0.41 12.72 0.2123 0.42 12.84 0.2167 0.43 12.96 0.2210 0.44 13.08 0.2255 0.45 13.20 0.2301 0.46 13.32 0.2348 0.47 .Q 13.45 0.2396 0.49 .Q 13.57 0.2445 0.49 .Q 13.69 0.2496 0.51 Q 13.81 0.2548 0.52 Q 13.93 0.2601 0.54 Q 14.05 0.2656 0.55 Q 14. 18 0.2714 0.60 Q 14.30 0.2776 0.61 Q 14.42 0.2839 0.65 Q 14.54 0.2905 0.67 Q 14.66 0.2975 0.72 Q 14.78 0.3049 0.75 Q 14.90 0.3127 0.81 Q 15.03 0.3211 0.85 Q 15. 15 0.3300 0.94 Q 15.27 0.3397 0.99 Q 15.39 0.3502 1.09 Q 15.51 0.3608 1.03 Q 15.63 0.3724 1.27 Q 15.76 0.3861 1.46 Q 15.88 0.4044 2.18 16.00 0.4306 3.03 16.12 0.4929 9.38 16.24 0.5489 1.76 16.36 0.5635 1.14 Q 16.49 0.5745 1.05 Q 16.61 0.5843 0.89 Q 16.73 0.5926 0.78 Q 16.85 0.6000 0.69 Q 16.97 0.6067 0.63 Q 17.09 0.6128 0.58 Q 17.22 0.6184 0.53 Q 17.34 0.6236 0.50 Q 17.46 0.6285 0.48 .Q 17.58 0.6332 0.46 .Q 17.70 0.6377 0.44 .Q 17.83 0.6420 0.42 .Q 17.95 0.6461 0.40 .Q 18.07 0.6501 0.39 .Q 18. 19 0.6536 0.31 .Q 18.31 0.6567 0.30 .Q 18.43 0.6596 0.29 .Q 18.56 0.6625 0.28 .Q 18.68 0.6653 0.27 .Q 18.80 0.6680 0.26 .Q m 18. 92 0. 6706 0. 26 . Q 19.04 0.6731 0.25 . Q 19. 16 0.6756 0.24 Q 19.28 0.6780 0.24 Q 19.41 0.6804 0.23 Q 19.53 0.6827 0.23 Q 19.65 0.6850 0.22 Q 19.77 0.6872 0.22 Q 19.89 0.6894 0.21 Q 20.02 0.6915 0.21 Q 20. 14 0.6936 0.21 Q 20.26 0.6956 0.20 Q 20.38 0.6976 0.20 Q 20.50 0.6996 0.19 Q 20.62 0.7015 0.19 Q 20.74 0.7034 0.19 Q 20.87 0.7053 0.18 Q 20.99 0.7071 0.18 Q 21. 11 0.7090 0.18 Q 21.23 0.7107 0.18 Q 21.35 0.7125 0.17 Q 21.48 0.7142 0.17 Q 21.60 0.7160 0.17 Q 21.72 0.7176 0.17 Q 21.84 0.7193 0.16 Q 21.96 0.7210 0.16 Q 22.08 0.7226 0.16 Q 22.20 0.7242 0.16 Q 22.33 0.7258 0.16 Q 22.45 0.7273 0.15 Q 22.57 0.7289 0.15 Q 22.69 0.7304 0.15 Q 22.81 0.7319 0. 15 Q 22.93 0.7334 0.15 Q 23.06 0.7349 0.15 Q 23. 18 0.7363 0.14 Q 23.30 0.7378 0.14 Q 23.42 0.7392 0.14 Q 23.54 0.7406 0.14 Q 23.67 0.7420 0.14 Q 23.79 0.7434 0.14 Q 23.91 0.7448 0.14 Q 24.03 0.7461 0.13 Q 24. 15 ---------------------------------------------------------------------------- 0.7468 0.00 Q -------------------------------------------------------------------------------- 10 TI ACE QEATI CR rri nut es) OF PERC ENTI LES OF ESTI MATED PEAK FLON RATE ( Nbt e: 100%of Peak FI ow Rat a est i rrat a assurred t o have an i nst ant aneous t i m dur at i on) Per cent i I e of Est i rrat ad Drr at i on Peak FI ow Rat e ( ni nut es) 0% 1445.4 10% 80.3 20% 21.9 30% 14.6 40% 7.3 50% 7.3 60% 7.3 70% 7.3 80% 7.3 90% 7.3 Nmi npl ace Area E Exi st i ng 2-Year ---------------------------------------------------------------------------- RATI DAL NETT -CD CALI BRATI CN =FI a EM = 0. 90 TOFAL CATa+I=NL PREP( AORES) = 1.00 SO L- LOSS RATE, FM (I N I-V HR) = 0. 030 LON LOSS FRPCTI CN = 0. 199 TI ACE CF 031=RATI CR M N ) = 9. 40 S%PLL AREA PEAK Q OMPIJFED IS �G PEAK FLQNRATE FCRMLA CRANE OaKFY "VALLEY" RA WALL VALIES ARE USED RETUN FRCQ-Et,K (YEAS = 2 5- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.19 30- M N1TE FC I NF RA WALL VALLE( I NaUS) = 0.40 1- -aR R7 M RA WALL VALLE( I NaUS) = 0.53 3- -aR R7 M RA WALL VALLE( I NaUS) = 0.89 6- -aR R7 M RA WALL VALLE( I NaUS) = 1.22 24- -aR R7 M RA WALL VALLE( I NaUS) = 2.05 TOTAL CATCFNfNF RI\LFF \CLIN£(ACFC- FEET) = 0. 13 TOTAL CATCFNfNF SO L- LOSS \CLIN£(AGE- FEET) = 0.04 ............................................................................ TI ACE \/CLIA£ Q 0. 2.5 5.0 7.5 10.0 ( ) (AF) ( CFS) ---------------------------------------------------------------------------- 11 0.02 0.0000 0.00 0.18 0.0001 0.02 0.33 0.0004 0.02 0.49 0.0008 0.02 0.65 0.0011 0.02 0.80 0.0014 0.02 0.96 0.0017 0.02 1.12 0.0020 0.02 1.27 0.0023 0.02 1.43 0.0026 0.02 1.59 0.0029 0.02 1.74 0.0032 0.02 1.90 0.0036 0.02 2.06 0.0039 0.03 2.21 0.0042 0.03 2.37 0.0045 0.03 2.53 0.0049 0.03 2.68 0.0052 0.03 2.84 0.0055 0.03 3.00 0.0059 0.03 3.15 0.0062 0.03 3.31 0.0065 0.03 3.47 0.0069 0.03 3.62 0.0072 0.03 3.78 0.0076 0.03 3.94 0.0079 0.03 4.09 0.0083 0.03 4.25 0.0086 0.03 4.41 0.0090 0.03 4.56 0.0094 0.03 4.72 0.0097 0.03 4.88 0.0101 0.03 5.03 0.0105 0.03 5.19 0.0109 0.03 5.35 0.0112 0.03 5.50 0.0116 0.03 5.66 0.0120 0.03 5.82 0.0124 0.03 5.97 0.0128 0.03 6.13 0.0132 0.03 6.29 0.0136 0.03 6.44 0.0140 0.03 6.60 0.0144 0.03 6.76 0.0148 0.03 6.91 0.0153 0.03 7.07 0.0157 0.03 12 7.23 0.0161 0.03 7.38 0.0165 0.03 7.54 0.0170 0.03 7.70 0.0174 0.03 7.85 0.0179 0.03 8.01 0.0183 0.04 8.17 0.0188 0.04 8.32 0.0192 0.04 8.48 0.0197 0.04 8.64 0.0202 0.04 8.79 0.0207 0.04 8.95 0.0212 0.04 9.11 0.0217 0.04 9.26 0.0222 0.04 9.42 0.0227 0.04 9.58 0.0232 0.04 9.73 0.0237 0.04 9.89 0.0243 0.04 10.05 0.0248 0.04 10.20 0.0253 0.04 10.36 0.0259 0.04 10.52 0.0265 0.04 10.67 0.0271 0.05 10.83 0.0276 0.05 10.99 0.0282 0.05 11.14 0.0289 0.05 11.30 0.0295 0.05 11.46 0.0301 0.05 11.61 0.0308 0.05 11.77 0.0314 0.05 11.93 0.0321 0.05 12.08 0.0328 0.06 12.24 0.0337 0.07 12.40 0.0345 0.07 12.55 0.0354 0.07 12.71 0.0364 0.07 12.87 0.0373 0.07 13.02 0.0383 0.08 13.18 0.0393 0.08 13.34 0.0403 0.08 13.49 0.0414 0.08 13.65 0.0425 0.09 13.81 0.0437 0.09 13.96 0.0448 0.09 14.12 0.0461 0.10 14.28 0.0474 0.11 13 14.43 0.0488 0.11 Q 14.59 0.0503 0.12 Q 14.75 0.0518 0.12 Q 14.90 0.0535 0.14 Q 15.06 0.0554 0.15 Q 15.22 0.0574 0.17 Q 15.37 0.0596 0.18 Q 15.53 0.0620 0.18 Q 15.69 0.0646 0.21 Q 15.84 0.0680 0.32 .Q 16.00 0.0730 0.45 .Q 16.16 0.0849 1.39 . 16.31 0.0955 0.25 .Q 16.47 0.0983 0.18 Q 16.63 0. 1005 0.16 Q 16.78 0. 1024 0.13 Q 16.94 0. 1040 0.11 Q 17. 10 0. 1054 0.10 Q 17.25 0.1066 0.09 Q 17.41 0. 1078 0.09 Q 17.57 0.1088 0.08 Q 17.72 0.1099 0.08 Q 17.88 0. 1108 0.07 Q 18.04 0. 1117 0.07 Q 18. 19 0. 1125 0.05 Q 18.35 0. 1132 0.05 Q 18.51 0. 1138 0.05 Q 18.66 0. 1145 0.05 Q 18.82 0. 1151 0.05 Q 18.98 0. 1156 0.04 Q 19. 13 0. 1162 0.04 Q 19.29 0. 1167 0.04 Q 19.45 0. 1173 0.04 Q 19.60 0. 1178 0.04 Q 19.76 0. 1183 0.04 Q 19.92 0. 1188 0.04 Q 20.07 0. 1192 0.04 Q 20.23 0. 1197 0.04 Q 20.39 0. 1201 0.03 Q 20.54 0.1206 0.03 Q 20.70 0. 1210 0.03 Q 20.86 0. 1214 0.03 Q 21.01 0. 1218 0.03 Q 21.17 0. 1222 0.03 Q 21.33 0. 1226 0.03 Q 21.48 0. 1230 0.03 Q 14 21.64 0.1234 0.03 21.80 0.1238 0.03 21.95 0. 1241 0.03 22.11 0.1245 0.03 22.27 0.1249 0.03 22.42 0.1252 0.03 22.58 0.1256 0.03 22.74 0.1259 0.03 22.89 0.1262 0.03 23.05 0.1266 0.03 23.21 0.1269 0.02 23.36 0.1272 0.02 23.52 0.1275 0.02 23.68 0.1278 0.02 23.83 0.1281 0.02 23.99 0.1284 0.02 24.15 0.1287 0.02 24.30 0.1289 0.00 TI N£ QFATI CR rri nut es) CF PERC ENTI LES CF ESTI NATED PEAK FLAN RATE ( Pbt e: 100%of Peak FI ow Rat a est i rrat a assurred t o have an i nst ant aneous t i m dur at i on) Per cent i I e of Est i rrat ad Drr at i on Peak FI ow Rat e ( ni nut es) 0 /0 1447.6 10% 103.4 20% 28.2 30% 18.8 40% 9.4 50% 9.4 60% 9.4 70% 9.4 80% 9.4 90% 9.4 15 ATTACHMENT F EDUCATION MATERIALS LIST OF EDUCATION MATERIALS PROVIDED 1. THE OCEAN BEGINS AT YOUR FRONT DOOR 2. PROPER MAINTENANCE PRACTICES FOR YOUR BUSINESS 3. TIPS FOR LANDSCAPE & GARDENING 4. TIPS FOR PEST CONTROL 5. LANDSCAPE MAINTENANCE 6. SC-10: NON-STORMWATER DISCHARGE 7. SC-30: OUTDOOR LOADING/UNLOADING 8. SC-34: WASTE HANDLING & DISPOSAL 9. SC-41: BUILDING & GROUNDS MAINTENANCE 10. SC-43: PARKING/STORAGE AREA MAINTENANCE 11. SC-44: DRAINAGE SYSTEM MAINTENANCE 12. SC-70: ROAD AND STREET MAINTENANCE 13. SD-10: SITE DESIGN & LANDSCAPE PLANNING 14. SD-12: EFFICIENT IRRIGATION 15. SD-13: STORM DRAIN SIGNAGE 16. SD-32: TRASH STORAGE AREAS 17. SD-34: OUTDOOR MATERIAL STORAGE AREAS 18. FILTERRA PRODUCT INFORMATION The Ocean Begins at Your Front Door Follow Neze simple zt,pzt, help redo.. water pollution. HoaseholdAedxdt(es ■Do net ume zphlzwoh water Use dry deawp methods such or applying cat litter or another absorbent material, sweep and dispose oft the trezh. Take items such azused orevress batteries even cleaner, ve fluids, painting prodmsand cathode my tubes, like TVs and computer comfort to a Household Hazardous Waste Collection Center (HHWCC). ■ For a HHWCC near you call (714) 524695$ or visit wwwodandpls. ram. ■Do not hose down your driveway, sidewalk or patio to the street, gutter orsmrm drain Sweep up debris and dispose edict the trash. Awomotim Take your vehicle to a commercial ter wash whenever possible. Ifyouwamyour vehicle at home, choose soaps dearest or detegems labeled nontavc phozphata free orbiodegmdable. Vegetable andmDuma,ed predate aretyprmlly zafew forthe envmnment. ■Do not allowwamwaterfmm vehicle warning todiamond thezreet,gutterorshozm dram. Fh..ss washwamrshou dbe disposed ofinthe merysewer(thmggh auto, pricker) orowa nabscmentsurfa.. lmeyourlawn. Effector your vehicles for leak andplace a pan underleak. Keep your vehicles well maintained to shop and prevent leaks. ■Never pour oil or antifreeze in the street gutter orwormdrain. Recycle these substances at service water, a to oil collection center or used at recycling center For the nearest Used Oil Collection Center cal 1900 CLEANUP or visit www.1900deawp. one Pod Mairaenance ■Pod and spa water must be deNdom atedandfree of e mew and, alkali orcolor to be allowed in the street, gutter or zmrm drain. ■ Whenitss not mir.icg drain deNdom atedpool and spa water directly into the sanitary sewer Some cites may have ordinances that do not blow pod water to be disposed thin the short drain Check with your my Landsca}re and Gmdennvg ■Do not renewer Water your lawn and garden by hand to controlthe amount it water you use or set raga onsTtems to reflect seasonal water eeds. If water flown off your yard onto your driveway or sidewalk yoursysemss ovenwamring. Periodically inspect and by leak and misdirected sprinklers. ■Do not site or blow leaves dipping or pricing a the street, gutter or don, drain Instead dispose ofwaste by comforting, hauling itto a permitted landfill, or as green waste through your city s recycling program. ■Follow direcmm on permit and fertilizer, (me re, don eaccounts) and do not rise if remus, pre Actedwithin 49 hours ETake unwanted permit to a HHWCC to be recycled Forlonstionsand hmuz of HH WCC,call (914) S3U695$ orvivtwww.odandzl ZYash MPla e each and litter that cannot be remoter in wrely covered From rams OW heneverpossible, buy recycled producer. ORemember. Reduce, Reuse Remade. Pd Care Ecowaya pick up after your pet Flush waste down the toilet or dispose of it inthe Bash. Pet if left outdoors, can wam mm the street, gutter or m drain MH possible, bathe yourpe¢indoon, Ifyoumust bathe your pet outside, wam b onyour lawn or mtherabzorbenVpermeable surface to keep the wamwa erfr m entering the street gutter or storm dran MFdlow di ectionsfomme of pet care products and dispose ofanyunusedpmdms at HHWCC. The Ocean Begins at Your Front Door 0 Never o➢am phoIlwmvts to enter the .¢reey gutter or storm drain! n � le 1W ram, Did You Knom7 MMe,t people believe that the largest source of water polumnin urban areas comes from spent sources such as factories and sewage treatment plants In fad, the largest source of water pollution comes from city street, neighborhood., construction vies and paring Ids. This type of pollution is sometimes called"mnpammurce" pollution. EThere are two types of non point source pollution dominates and urban muff pollution. MStrmwater runoff result from rainfall. When rainstorms cause large volumes ofwater to rinse the urban landscape, pmai up pollutants along the way, ■Urban muff can happen any time of the year when evcewue water rise from rrigamn vehicle washing and other sources cover rash, lawn dipping and other urban pollutants into stem drains. WhereDoesR Go7 MAnnhi og we use outside homes, vehicles and businesses— like motor nil, paint, pesticides fertilizers and heaven, — can be blown or warned into worm a dr MAlittlewaterfrom a garden here or ram can also send mateialzinto dom, drains. MStrm drain, are separate from our sanitary sewer sTems unlike water sanitary sewers (from sitars or tcilet), watemn wormdmw,ss not treated before entering our waatrvays. Sources ofNomPoint Sourm Pogution Ecutomotive teals and spills Improper disposal of used oil and other engine Fluwd. EMedl, foundin vehicle caucus, weathered painq suit,tie me tal plating and eves. M,andfevdtizefrom lawn, gainers, ann, rs MImfmferdi,pe,al of deanem., paint and point Soil erosion and dust debris from landscape and conduction Mmer lawn appigg, animal waste, and other organic matter MOil sum on failing lots and paved surfaces. TheEffeet on the Owau Non point source pollution can have a seuous impact on watergwlity in Orange County, Polludnd, from the ties dminsysmm can harm marine life as well as coaxed andweband habitat. They an also degrade recreation areas such as beaches, harbors andbay, Strmwatr quality management programs have been developed throughout Orange Countym educate and encourage the public to protect water quality, monitor runoff inthe stem drain poem, investigate rlegal dumping and maintain dorm denim. 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However, many landscape and building maintenance activities can lead to water pollution if you're not careful. Paint, chemicals, plant clippings and other materials can be blown or washed into storm drains that flow to the ocean. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never pour soap or fertilizers into the ocean, so why would you let them enter the storm drains? Follow these easy tips to help prevent water pollution. Some types of industrial facilities are required to obtain coverage under the State General Industrial Permit. For more information visit: w..swrcb.ca.gov/stocmwatec/industrial.html For more information, please call the Orange County Stormwater Program at1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline at 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. A, RECYCLE USED OIL P R O J E C T P01114flOVl P R E V E N T 1 O N Printed on Receded Paper Landscape Maintenance ■ Compost grass clippings, leaves, sticks and other vegetation, or dispose of it at a permitted landfill or in green waste containers. Do not dispose of these materials in the street, gutter or storm drain. ■ Irrigate slowly and inspect the system for leaks, overspraying and runoff. Adjust automatic timers to avoid overwatering. ■ Follow label directions for the use and disposal of fertilizers and pesticides. ■ Do not apply pesticides or fertilizers if rain is expected within 48 hours or if wind speeds are above 5 mph. ■ Do not spray pesticides within 100 feet of waterways. ■ Fertilizers should be worked into the soil rather than dumped onto the surface. ■ If fertilizer is spilled on the pavement or sidewalk, sweep it up immediately and place it back in the container. Building Maintenance ■ Never allow washwater, sweepings or sediment to enter the storm drain. ■ Sweep up dry spills and use cat litter, towels or similar materials to absorb wet spills. Dispose of it in the trash. ■ If you wash your building, sidewalk or parking lot, you must contain the water. Use a shop vac to collect the water and contact your city or sanitation agency for proper disposal information. Do not let water enter the street, gutter or storm drain. ■ Use drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of materials in the trash. ■ Use a ground cloth or oversized tub for mixing paint and cleaning tools. ■ Use a damp mop or broom to clean floors. ■ Cover dumpsters to keep insects, animals, rainwater and sand from entering. Keep the area around the dumpster clear of trash and debris. Do not overfill the dumpster. ■ Call your trash hauler to replace leaking dumpsters. ■ Do not dump any toxic substance or liquid waste on the pavement, the ground, or near a storm drain. Even materials that seem harmless such as latex paint or biodegradable cleaners can damage the environment. ■ Recycle paints, solvents and other materials. For more information about recycling and collection centers, visit www.oclandfills.com. ■ Store materials indoors or under cover and away from storm drains. ■ Use a construction and demolition recycling company to recycle lumber, paper, cardboard, metals, masonry, carpet, plastic, pipes, drywall, rocks, dirt, and green waste. For a listing of construction and demolition recycling locations in your area, visit www.ciwmb.ca.gov/recycle. ■ Properly label materials. Familiarize employees with Material ,, Safety Data Sheets. MItAlOK ■RF V FN}ION `�91fid For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com UCCE Master Gardener Hotline: (714) 708-1646 To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. The tips contained in this brochure provide useful information to help prevent water pollution while landscaping or gardening. If you have other suggestions, please contact your city's stormwater representatives or call the Orange County Stormwater Program. Printed on Recycled Paper G ' at Your Front Door P R O J E C T PREVENTION 0 Never allow gardening products or polluted water to enter the street, gutter or storm drain. General Landscaping Tips ■ Protect stockpiles and materials from wind and rain by storing them under tarps or secured plastic sheeting. ■Prevent erosion of slopes by planting fast-growing, dense ground covering plants. These will shield and bind the soil. ■Plant native vegetation to reduce the amount of water, fertilizers, and pesticide applied to the landscape. ■Never apply pesticides or fertilizers when rain is predicted within the next 48 hours. Garden & Lawn Maintenance ■Do not overwater. Use irrigation practices such as drip irrigation, soaker hoses or micro spray systems. Periodically inspect and fix leaks and misdirected sprinklers. ■ Do not rake or blow leaves, clippings or pruning waste into the street, gutter or storm drain. Instead, dispose of green waste by composting, hauling it to a permitted landfill, or recycling it through your city's program. ■ Use slow -release fertilizers to minimize leaching, and use organic fertilizers. ■ Read labels and use only as directed. Do not over -apply pesticides or fertilizers. Apply to spots as needed, rather than blanketing an entire area. ■ Store pesticides, fertilizers and other chemicals in a dry covered area to prevent exposure that may result in the deterioration of containers and packaging. ■ Rinse empty pesticide containers and re -use rinse water as you would use the product. Do not dump rinse water down storm drains. Dispose of empty containers in the trash. ■When available, use non -toxic alternatives to traditional pesticides, and use pesticides specifically designed to control the pest you are targeting. For more information, visit www.ipm.ucdavis.edu. ■ If fertilizer is spilled, sweep up the spill before irrigating. If the spill is liquid, apply an absorbent material such as cat litter, and then sweep it up and dispose of it in the trash. ■Take unwanted pesticides to a Household Hazardous Waste Collection Center to be recycled. Locations are provided below. lean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many common activities such as pest control can lead to water pollution if you're not careful. Pesticide treatments must be planned and applied properly to ensure that pesticides do not enter the street, gutter or storm drain. Unlike water' sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never dump pesticides into the ocean, so don't let it enter the storm drains. Pesticides can cause significant damage to our environment if used improperly. If you are thinking of using a pesticide to control a pest, there are some important things to consider. Help Prevent Ocean Pollution: Responsible Pest Control Th.e ;an gi, atYourFrontDoor ''''` *MA � ��- i- �' . Key Steps to Follow: Step 1: Correctly identify the pest (insect, weed, rodent, or disease) and verify that it is actually causing the problem. This is important because beneficial insects are often mistaken for pests and sprayed with pesticides needlessly. Three life stages of the common lady Consult With a beetle, a beneficial insect Certified Nursery Professional at a local nursery or garden center or send a sample of the pest to the Orange County Agricultural Commissioner's Office. Determine if the pest is still present — even though you see damage, the pest may have left Step 2: Determine how many pests are present and causing damage. Small pest populations may be controlled more safely using non - pesticide techniques. These include removing food sources, washing off leaves with a strong stream of water, blocking entry into the home using caulking and replacing problem plants with ones less susceptible to pests. Integrated Pest Management (IPM) usually combines several least toxic pest control methods for long-term prevention and management of pest problems without harming you, your family, University or the environment. �Cifr ni. Ste 3: If a pesticide must be used, choose the last toxic chemical. Obtain information on the least toxic pesticides that are effective at controlling the target pest from the UC Statewide Integrated Pest Management (IPM) Program's Web site at www.ipm.ucdavis.edu. Seek out the assistance of a Certified Nursery Professional at a local nursery or garden center when selecting a pesticide. Purchase the smallest amount of pesticide available. Apply the pesticide to the pest during its most vulnerable life stage. This information can be found on the pesticide label. Step 4: Wear appropriate protective clothing. Follow pesticide labels regarding specific types of protective equipment you should wear. Protective clothing should always be washed separately from other clothing. Ste 5: Continuously monitor external conlfions when applying pesticides such as weather, irrigation, and the presence of children and animals. Never apply pesticides when rain is predicted within the next 48 hours. Also, do not water after applying pesticides unless the directions say it is necessary. Apply pesticides when the air is still; breezy conditions may cause the spray or dust to drift away from your targeted area In case of an emergency call 911 and/or the regional poison control number at (714) 634-5988 or (800) 544-4404 (CA only). For general questions you may also visit www.calpoison.org. Step 6: In the event of accidental spills, sweep up or use an absorbent agent to remove any excess pesticides. Avoid the use of water. Be prepared. Have a broom, dust pan, or dry absorbent material, such as cat litter, newspapers or paper towels, ready to assist in cleaning up spills. Contain and clean up the spill right away. Place contaminated materials in a doubled plastic bag. All materials used to clean up the spill should be properly disposed of according to your local Household Hazardous Waste Disposal site. Step /: Properly store and dispose of unused pesticides. Purchase Ready -To - Use (RTU) products to avoid storing large concentrated quantities of pesticides. Store unused chemicals in a locked cabinet Unused pesticide chemicals may be disposed of at a Household Hazardous Waste Collection Center. Empty pesticide containers should be triple rinsed prior to disposing of them in the trash Household Hazardous Waste Collection Center jP R u l e, (714) 834-6752 P bUt4 IOh P!■V I l I ON www.oclandfills.com IC7. LANDSCAPE MAINTENANCE Best Management Practices (BMPs) A BMP is a technique, measure or structural control that is used for a given set of conditions to improve the quality of the stormwater runoff in a cost effective manner'. The minimum required BMPs for this activity are outlined in the box to the right. Implementation of pollution prevention/good housekeeping measures may reduce or eliminate the need to implement other more costly or complicated procedures. Proper employee training is key to the success of BMP implementation. The BMPs outlined in this fact sheet target the following pollutants: Targeted Constituents Sediment x Nutrients x Floatable Materials x Metals Bacteria x Oil & Grease Or anics & Toxicants Pesticides x Oxygen Demandingx MINIMUM BEST MANAGEMENT PRACTICES Pollution Prevention/Good Housekeeping • Properly store and dispose of gardening wastes. • Use mulch or other erosion control measures on exposed soils. • Propedy manage irrigation and runoff. • Propedy store and dispose of chemicals. • Propedy manage pesticide and herbicide use. • Propedy manage fertilizer use. Stencil storm drains Training • Train employees on these BMPs, storm water discharge prohibitions, and wastewater discharge requirements. • Provide on -going employee training in pollution prevention. Provided below are specific procedures associated with each of the minimum BMPs along with procedures for additional BMPs that should be considered if this activity takes place at a facility located near a sensitive waterbody. In order to meet the requirements for medium and high priority facilities, the owners/operators must select, install and maintain appropriate BMPs on site. Since the selection of the appropriate BMPs is a site - specific process, the types and numbers of additional BMPs will vary for each facility. 1. Take steps to reduce landscape maintenance requirements. • Where feasible, retain and/or plant native vegetation with features that are determined to be beneficial. Native vegetation usually requires less maintenance than planting new vegetation. • When planting or replanting consider using low water use flowers, trees, shrubs, and groundcovers. • Consider alternative landscaping techniques such as naturescaping and xeriscaping. 2. Properly store and dispose of gardening wastes. • Dispose of grass clippings, leaves, sticks, or other collected vegetation as garbage at a permitted landfill or by composting. • Do not dispose of gardening wastes in streets, waterways, or storm drainage systems. • Place temporarily stockpiled material away from watercourses and storm drain inlets, and berm and/or cover. 3. Use mulch or other erosion control measures on exposed soils. 1 EPA " Preliminary Data Summary of Urban Stormwater Best Management Practices" IC7 Landscape Maintenance 4. Properly manage irrigation and runoff. • Irrigate slowly or pulse irrigate so the infiltration rate of the soil is not exceeded. • Inspect irrigation system regularly for leaks and to ensure that excessive runoff is not occurring. • If re-claimed water is used for irrigation, ensure that there is no runoff from the landscaped area(s). • If bailing of muddy water is required (e.g. when repairing a water line leak), do not put it in the storm drain, pour over landscaped areas. • Use automatic timers to minimize runoff. • Use popup sprinkler heads in areas with a lot of activity or where pipes may be broken. Consider the use of mechanisms that reduce water flow to broken sprinkler heads. 5. Properly store and dispose of chemicals. • Implement storage requirements for pesticide products with guidance from the local fire department and/or County Agricultural Commissioner. • Provide secondary containment for chemical storage. • Dispose of empty containers according to the instructions on the container label. • Triple rinse containers and use rinse water as product. 6. Properly manage pesticide and herbicide use. • Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of pesticides and herbicides and training of applicators and pest control advisors. • Follow manufacturers' recommendations and label directions. • Use pesticides only if there is an actual pest problem (not on a regular preventative schedule). When applicable use less toxic pesticides that will do the job. Avoid use of copper -based pesticides if possible. Use the minimum amount of chemicals needed for the job. • Do not apply pesticides if rain is expected or if wind speeds are above 5 mph. • Do not mix or prepare pesticides for application near storm drains. Prepare the minimum amount of pesticide needed for the job and use the lowest rate that will effectively control the targeted pest. • Whenever possible, use mechanical methods of vegetation removal rather than applying herbicides. Use hand weeding where practical. • Do not apply any chemicals directly to surface waters, unless the application is approved and permitted by the state. Do not spray pesticides within 100 feet of open waters. • Employ techniques to minimize off -target application (e.g. spray drift) of pesticides, including consideration of alternative application techniques. • When conducting mechanical or manual weed control, avoid loosening the soil, which could lead to erosion. • Purchase only the amount of pesticide that you can reasonably use in a given time period. • Careful soil mixing and layering techniques using a topsoil mix or composted organic material can be used as an effective measure to reduce herbicide use and watering. Properly manage fertilizer use. • Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of fertilizers. • Follow manufacturers' recommendations and label directions. • Employ techniques to minimize off -target application (e.g. spray drift) of fertilizer, including consideration of alternative application techniques. Calibrate fertilizer distributors to avoid excessive application. • Periodically test soils for determining proper fertilizer use. • Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface. • Sweep pavement and sidewalk if fertilizer is spilled on these surfaces before applying irrigation water. • Use slow release fertilizers whenever possible to minimize leaching IC7 Landscape Maintenance 8. Incorporate the following integrated pest management techniques where appropriate: • Mulching can be used to prevent weeds where turf is absent. • Remove insects by hand and place in soapy water or vegetable oil. Alternatively, remove insects with water or vacuum them off the plants. • Use species -specific traps (e.g. pheromone -based traps or colored sticky cards). • Sprinkle the ground surface with abrasive diatomaceous earth to prevent infestations by soft -bodied insects and slugs. Slugs also can be trapped in small cups filled with beer that are set in the ground so the slugs can get in easily. • In cases where microscopic parasites, such as bacteria and fungi, are causing damage to plants, the affected plant material can be removed and disposed of (pruning equipment should be disinfected with bleach to prevent spreading the disease organism). • Small mammals and birds can be excluded using fences, netting, and tree trunk guards. • Promote beneficial organisms, such as bats, birds, green lacewings, ladybugs, praying mantis, ground beetles, parasitic nematodes, trichogramma wasps, seedhead weevils, and spiders that prey on detrimental pest species. Training 1. Train employees on these BMPs, storm water discharge prohibitions, and wastewater discharge requirements. 2. Educate and train employees on the use of pesticides and pesticide application techniques. Only employees properly trained to use pesticides can apply them. 3. Train and encourage employees to use integrated pest management techniques. 4. Train employees on proper spill containment and cleanup. • Establish training that provides employees with the proper tools and knowledge to immediately begin cleaning up a spill. • Ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup procedures. • Fact sheet IC17 discusses Spill Prevention and Control in detail. 5. Establish a regular training schedule, train all new employees, and conduct annual refresher training. 6. Use a training log or similar method to document training. Stencil storm drains Storm drain system signs act as highly visible source controls that are typically stenciled directly adjacent to storm drain inlets. Stencils should read "No Dumping Drains to Ocean". References California Storm Water Best Management Practice Handbook. Industrial and Commercial. 2003. www.cabmphandbooks.com California Storm Water Best Management Practice Handbooks. Industrial/Commercial Best Management Practice Handbook. Prepared by Camp Dresser& McKee, Larry Walker Associates, Uribe and Associates, Resources Planning Associates for Stormwater Quality Task Force. March 1993. King County Stormwater Pollution Control Manual. Best Management Practices for Businesses. King County Surface Water Management. July 1995. On-line: http://dnr.metrokc.pov/wlr/dss/spcm.htm Stormwater Management Manual for Western Washington. Volume IV Source Control BMPs. Prepared by Washington State Department of Ecology Water Quality Program. Publication No. 99-14. August 2001. IC7 Landscape Maintenance Water Quality Handbook for Nurseries. Oklahoma Cooperative Extension Service. Division of Agricultural Sciences and Natural Resources. Oklahoma State University. E-951. September 1999. For additional information contact: County of Orange) OC Watersheds Main (714)955-0600 24 hr Water Pollution Hotline: 1-877-89-SPILL or visit our website at www.ocwatersheds.com IC7 Landscape Maintenance Non-Stormwater Discharges SC-10 Protect file Bay Used' ` aste Paint Use he Household Waste Treatment Facility Objectives • Cover • Contain • Educate • Reduce/Minimize • Product Substitution Description Targeted Constituents Non-stormwater discharges are those flows that do not consist Sediment entirely of stormwater. Some non-stormwater discharges do not Nutrients ✓ include pollutants and may be discharged to the storm drain. Trash These include uncontaminated groundwater and natural springs. Metals ✓ There are also some non-stormwater discharges that typically do Bacteria ✓ not contain pollutants and may be discharged to the storm drain ✓ with conditions. These include car washing, air conditioner Oil and Grease condensate, etc. However there are certain non-stormwater Organics ✓ discharges that pose environmental concern. These discharges may originate from illegal dumping or from internal floor drains, appliances, industrial processes, sinks, and toilets that are connected to the nearby storm drainage system. These discharges (whichmay include: process wastewaters, cooling waters, wash waters, and sanitary wastewater) can carry substances such as paint, oil, fuel and other automotive fluids, chemicals and other pollutants into storm drains. They can generally be detected through a combination of detection and elimination. The ultimate goal is to effectively eliminate non- stormwater discharges to the stormwater drainage system through implementation of measures to detect, correct, and enforce against illicit connections and illegal discharges of pollutants on streets and into the storm drain system and creeks. Approach Initially the industry must make an assessment of non- stormwater discharges to determine which types most be eliminated or addressed through BMPs. The focus of the following approach is in the elimination of non-stormwater discharges. CASQA rallf•rM• S[orm•r•br o•all Mroclatl•n January 2003 California Stormwater BMP Handbook 1 of 6 Industrial and Commercial wwwcabmphandbooks com SC-10 Non-Stormwater Discharges Pollution Prevention ■ Ensure that used oil, used antifreeze, and hazardous chemical recycling programs are being implemented. Encourage litter control. Suggested Protocols Recommended Complaint Investigation Equipment ■ Field Screening Analysis - pH paper or meter - Commercial stormwater pollutant screening kit that can detect for reactive phosphorus, nitrate nitrogen, ammonium nitrogen, specific conductance, and turbidity - Sample jars - Sample collection pole - A tool to remove access hole covers ■ Laboratory Analysis - Sample cooler - Ice - Sample jars and labels - Chain of custody forms ■ Documentation - Camera - Notebook - Pens - Notice of Violation forms - Educational materials General ■ Develop clear protocols and lines of communication for effectively prohibiting non- stormwater discharges, especially those that are not classified as hazardous. These are often not responded to as effectively as they need to be. ■ Stencil or demarcate storm drains, where applicable, to prevent illegal disposal of pollutants Storm drain inlets should have messages such as "Dump No Waste Drains to Stream" stenciled or demarcated next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system. 2 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Non-Stormwater Discharges SC-10 ■ See SC44 Stormwater Drainage System Maintenance for additional information. Illicit Connections ■ Locate discharges from the industrial storm drainage system to the municipal storm drain system through review of "as -built' piping schematics. ■ Isolate problem areas and plug illicit discharge points. ■ Locate and evaluate all discharges to the industrial storm drain system. Visual Inspection and Inventory ■ Inventory and inspect each discharge point during dry weather. ■ Keep in mind that drainage from a storm event can continue for a day or two following the end of a storm and groundwater may infiltrate the underground stormwater collection system. Also, non-stormwater discharges are often intermittent and may require periodic inspections. Review Infield Piping ■ A review of the "as -built' piping schematic is away to determine if there are any connections to the stormwater collection system. ■ Inspect the path of floor drains in older buildings. Smoke Testing ■ Smoke testing of wastewater and stormwater collection systems is used to detect connections between the two systems. ■ During dry weather the stormwater collection system is filled with smoke and then traced to sources. The appearance of smoke at the base of a toilet indicates that there may be a connection between the sanitary and the stormwater system. Dye Testing ■ A dye test can be performed by simply releasing a dye into either your sanitary or process wastewater system and examining the discharge points from the stormwater collection system for discoloration. TVInspection of Drainage System ■ TV Cameras can be employed to visually identify illicit connections to the industrial storm drainage system. Illegal Dumping ■ Regularly inspect and clean up hot spots and other storm drainage areas where illegal dumping and disposal occurs. ■ On paved surfaces, clean up spills with as little water as possible. Use a rag for small spills, a damp mop for general cleanup, and absorbent material for larger spills. If the spilled material is hazardous, then the used cleanup materials are also hazardous and must be sent to a certified laundry (rags) or disposed of as hazardous waste. January 2003 California Stormwater BMP Handbook 3 of 6 Industrial and Commercial www.cabmphandbooks.com SC-10 Non-Stormwater Discharges ■ Never hose down or bury dry material spills. Sweep up the material and dispose of properly. ■ Use adsorbent materials on small spills rather than hosing down the spill. Remove the adsorbent materials promptly and dispose of properly. ■ For larger spills, a private spill cleanup company or Hazmat team maybe necessary. Once a site has been cleaned: ■ Post "No Dumping" signs with a phone number for reporting dumping and disposal. ■ landscaping and beautification efforts of hot spots may also discourage future dumping, as well as provide open space and increase property values. ■ Lighting or barriers may also be needed to discourage future dumping. ■ See fact sheet SCu Spill Prevention, Control, and Cleanup. Inspection ■ Regularly inspect and clean up hot spots and other storm drainage areas where illegal dumping and disposal occurs. ■ Conduct field investigations of the industrial storm drain system for potential sources of non-stormwater discharges. ■ Pro -actively conduct investigations of high priority areas. Based on historical data, prioritize specific geographic areas and/or incident type for pro -active investigations. Reporting ■ A database is useful for defining and tracking the magnitude and location of the problem. ■ Report prohibited non-stormwater discharges observed during the course of normal daily activities so they can be investigated, contained, and cleaned up or eliminated. ■ Document that non-stormwater discharges have been eliminated by recording tests performed, methods used, dates of testing, and any on -site drainage points observed. ■ Document and report annually the results of the program. ■ Maintain documentation of illicit connection and illegal dumping incidents, including significant conditionally exempt discharges that are not properly managed. Training ■ Training of technical staff in identifying and documenting illegal dumping incidents is required. ■ Consider posting the quick reference table near storm drains to reinforce training. ■ Train employees to identify non-stormwater discharges and report discharges to the appropriate departments. 4 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Non-Stormwater Discharges SC-10 ■ Educate employees about spill prevention and cleanup. ■ Well -trained employees can reduce human errors that lead to accidental releases or spills. The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur. Employees should be familiar with the Spill Prevention Control and Countermeasure Plan. ■ Determine and implement appropriate outreach efforts to reduce non -permissible non- stormwater discharges. ■ Conduct spill response drills annually (if no events occurred to evaluate your plan) in cooperation with other industries. ■ When a responsible party is identified, educate the party on the impacts of his or her actions. Spill Response and Prevention ■ See SC11 Spill Prevention Control and Cleanup. Other Considerations ■ Many facilities do not have accurate, up-to-date schematic drawings. Requirements Costs (including capital and operation & maintenance) ■ The primary cost is for staff time and depends on how aggressively a program is implemented. ■ Cost for containment and disposal is borne by the discharger. ■ Illicit connections can be difficult to locate especially if there is groundwater infiltration. ■ Indoor floor drains may require re -plumbing if cross -connections to storm drains are detected. Maintenance (including administrative and staffing) ■ Illegal dumping and illicit connection violations requires technical staff to detect and investigate them. Supplemental Information Fimther Detail of the BMP Illegal Dumping ■ Substances illegally dumped on streets and into the storm drain systems and creeks include paints, used oil and other automotive fluids, construction debris, chemicals, fresh concrete, leaves, grass clippings, and pet wastes. All of these wastes cause stormwater and receiving water quality problems as well as clog the storm drain system itself. ■ Establish a system for tracking incidents. The system should be designed to identify the following: - Illegal dumping hot spots January 2003 California Stormwater BMP Handbook 5 of 6 Industrial and Commercial www.cabmphandbooks.com SC-10 Non-Stormwater Discharges - Types and quantities (in some cases) of wastes - Patterns in time of occurrence (time of day/night, month, or year) - Mode of dumping (abandoned containers, "midnight dumping" from moving vehicles, direct dumping of materials, accidents/spills) - Responsible parties One of the keys to success of reducing or eliminating illegal dumping is increasing the number of people at the facility who are aware of the problem and who have the tools to at least identify the incident, if not correct it. Therefore, train field staff to recognize and report the incidents. What constitutes a "non-stormwater" discharge? ■ Non-stormwater discharges to the stormwater collection system may include any water used directly in the manufacturing process (process wastewater), air conditioning condensate and coolant, non -contact cooling water, cooling equipment condensate, outdoor secondary containment water, vehicle and equipment wash water, sink and drinking fountain wastewater, sanitary wastes, or other wastewaters. Permit Requirements ■ Facilities subject to stormwater permit requirements must include a certification that the stormwater collection system has been tested or evaluated for the presence of non- stormwater discharges. The State's General Industrial Stormwater Permit requires that non- stormwater discharges be eliminated prior to implementation of the facility's SWPPP. Performance Evaluation ■ Review annually internal investigation results; assess whether goals were met and what changes or improvements are necessary. ■ Obtain feedback from personnel assigned to respond to, or inspect for, illicit connections and illegal dumping incidents. References and Resources California's Nonpoint Source Program Plan hU://www.swreb.ca.gov/nns/index.html Clark County Storm Water Pollution Control Manual htL-D://www.co.clarkwa.us/pubworks/bmpman.pdf King County Storm Water Pollution Control Manual http://dnr.metroke.gov/wlr/dss/spcm.htm Santa Clara Valley Urban Runoff Pollution Prevention Program http: //www.scvurVDp.org The Storm Water Managers Resource Center htto://www.stormwatereenter.net/ 6 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Outdoor Loading/Unloading SC-30 Description The loading/unloading of materials usually takes place outside on docks or terminals; therefore, materials spilled, leaked, or lost during loading/unloading may collect in the soil or on other surfaces and have the potential to be carried away by stormwater runoff or when the area is cleaned. Additionally, rainfall may wash pollutants from machinery used to unload or move materials. Implementation of the following protocols will prevent or reduce the discharge of pollutants to stormwater from outdoor loading/unloading of materials. Approach Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable 13MPs and general pollution prevention strategies and objectives. Pollution Prevention • Keep accurate maintenance logs to evaluate materials removed and improvements made. • Park tank trucks or delivery vehicles in designated areas so that spills or leaks can be contained. • Limit exposure of material to rainfall whenever possible. • Prevent stormwater run-on. • Check equipment regularly for leaks. Objectives • Cover • Contain • Educate • Reduce/Minimize • Product Substitution Targeted Constituents Sediment ✓ Nutrients ✓ Trash Metals ✓ Bacteria Oil and Grease ✓ Organics ✓ SQA crxarnm s[�r 011"I r A{fYcl MM ]anuary 2003 California Stormwater BMP Handbook 1 of 4 Industrial and Commercial www.cabmphandbooks.com SC-30 Outdoor Loading/Unloadi Suggested Protocols Loading and Unloading — General Guidelines ■ Develop an operations plan that describes procedures for loading and/or unloading. ■ Conduct loading and unloading in dry weather if possible. ■ Cover designated loading/unloading areas to reduce exposure of materials to rain. ■ Consider placing a seal or door skirt between delivery vehicles and building to prevent exposure to rain. ■ Design loading/unloading area to prevent stormwater run-on, which would include grading or berming the area, and position roof downspouts so they direct stormwater away from the loading/unloading areas. ■ Have employees load and unload all materials and equipment in covered areas such as building overhangs at loading docks if feasible. ■ Load/unload only at designated loading areas. ■ Use drip pans underneath hose and pipe connections and other leak -prone spots during liquid transfer operations, and when making and breaking connections. Several drip pans should be stored in a covered location near the liquid transfer area so that they are always available, yet protected from precipitation when not in use. Drip pans can be made specifically for railroad tracks. Drip pans must be cleaned periodically, and drip collected materials must be disposed of properly. ■ Pave loading areas with concrete instead of asphalt. ■ Avoid placing storm drains in the area. ■ Grade and/or berm the loading/unloading area to a drain that is connected to a deadend. Inspection ■ Check loading and unloading equipment regularly for leaks, including valves, pumps, flanges and connections. ■ Look for dust or fumes during loading or unloading operations. Training ■ Train employees (e.g., fork lift operators) and contractors on proper spill containment and cleanup. ■ Have employees trained in spill containment and cleanup present during loading/unloading. ■ Train employees in proper handling techniques during liquid transfers to avoid spills. ■ Make sure forklift operators are properly trained on loading and unloading procedures. 2 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Outdoor Loading/Unloadin SC-30 Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Contain leaks during transfer. ■ Store and maintain appropriate spill cleanup materials in a location that is readily accessible and known to all and ensure that employees are familiar with the site's spill control plan and proper spill cleanup procedures. ■ Have an emergency spill cleanup plan readily available. ■ Use drip pans or comparable devices when transferring oils, solvents, and paints. Other Considerations (Limitations and Regulations) Space and time limitations may preclude all transfers from being performed indoors or under cover. ■ It may not be possible to conduct transfers only during dry weather. Requirements Costs Costs should be low except when covering a large loading/unloading area. Maintenance ■ Conduct regular inspections and make repairs as necessary. The frequency of repairs will depend on the age of the facility. ■ Check loading and unloading equipment regularly for leaks. ■ Conduct regular broom dry -sweeping of area. Supplemental Information Further Detail of the BMP Special Circumstances for Indoor Loading/Unloading of Materials Loading or unloading of liquids should occur in the manufacturing building so that any spills that are not completely retained can be discharged to the sanitary sewer, treatment plant, or treated in a manner consistent with local sewer authorities and permit requirements. ■ For loading and unloading tank trucks to above and below ground storage tanks, the following procedures should be used: The area where the transfer takes place should be paved. If the liquid is reactive with the asphalt, Portland cement should be used to pave the area. - The transfer area should be designed to prevent run-on of stormwater from adjacent areas. Sloping the pad and using a curb, like a speed bump, around the uphill side of the transfer area should reduce run-on. January 2003 California Stormwater BMP Handbook 3 of 4 Industrial and Commercial www.cabmphandbooks.com SC-30 Outdoor Loading/Unloadi The transfer area should be designed to prevent runoff of spilled liquids from the area. Sloping the area to a drain should prevent runoff. The drain should be connected to a dead-end sump or to the sanitary sewer. A positive control valve should be installed on the drain. ■ For transfer from rail cars to storage tanks that must occur outside, use the following procedures: - Drip pans should be placed at locations where spillage may occur, such as hose connections, hose reels, and filler nozzles. Use drip pans when making and breaking connections. - Drip pan systems should be installed between the rails to collect spillage from tank cars. References and Resources California's Nonpoint Source Program Plan htip::.//www.swreb.ca.gov/nus/index.html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pd King County Storm Water Pollution Control Manual http://dnr.metroke.gov/wlr/dss/spem.htm Santa Clara Valley Urban Runoff Pollution Prevention Program hap://www.sevuLRgp.org The Storm Water Managers Resource Center http://www.stormwatereenter.net/ 4 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC-34 Description Improper storage and handling of solid wastes can allow toxic compounds, offs and greases, heavy metals, nutrients, suspended solids, and other pollutants to enter stormwater runoff. The discharge of pollutants to stormwater from waste handling and disposal can be prevented and reduced by tracking waste generation, storage, and disposal; reducing waste generation and disposal through source reduction, reuse, and recycling, and preventing run-on and runoff. Approach Pollution Prevention • Accomplish reduction in the amount of waste generated using the following source controls: Production planning and sequencing Process or equipment modification Raw material substitution or elimination Loss prevention and housekeeping Waste segregation and separation Close loop recycling • Establish a material tracking system to increase awareness about material usage. This may reduce spills and minimize contamination, thus reducing the amount of waste produced. • Recycle materials whenever possible. Objectives • Cover • Contain • Educate • Reduce/Minimize • Product Substitution Targeted Constituents Sediment Nutrients Trash Metals ✓ Bacteria ✓ Oil and Grease ✓ Organics ✓ ANIL CASQA GNOMN Al; OMWOIOI owuqAMMOCRIUM January 2003 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.cabmphandbooks.com SC-34 Waste Handling & Disposal Suggested Protocols General ■ Cover storage containers with leak proof lids or some other means. If waste is not in containers, cover all waste piles (plastic tarps are acceptable coverage) and prevent stormwater run-on and runoff with a berm. The waste containers or piles must be covered except when in use. ■ Use drip pans or absorbent materials whenever grease containers are emptied by vacuum trucks or other means. Grease cannot be left on the ground. Collected grease must be properly disposed of as garbage. ■ Check storage containers weekly for leaks and to ensure that lids are on tightly. Replace any that are leaking, corroded, or otherwise deteriorating. ■ Sweep and clean the storage area regularly. If it is paved, do not hose down the area to a storm drain. ■ Dispose of rinse and wash water from cleaning waste containers into a sanitary sewer if allowed by the local sewer authority. Do not discharge wash water to the street or storm drain. ■ Transfer waste from damaged containers into safe containers. ■ Take special care when loading or unloading wastes to minimize losses. Loading systems can be used to minimize spills and fugitive emission losses such as dust or mist. Vacuum transfer systems can minimize waste loss. Controlling Litter ■ Post "No Littering" signs and enforce anti -litter laws. ■ Provide a sufficient number of litter receptacles for the facility. ■ Clean out and cover litter receptacles frequently to prevent spillage. Waste Collection ■ Keep waste collection areas clean. ■ Inspect solid waste containers for structural damage regularly. Repair or replace damaged containers as necessary. ■ Secure solid waste containers; containers must be closed tightly when not in use. ■ Do not fill waste containers with washout water or any other liquid. ■ Ensure that only appropriate solid wastes are added to the solid waste container. Certain wastes such as hazardous wastes, appliances, fluorescent lamps, pesticides, etc., may not be disposed of in solid waste containers (see chemical/ hazardous waste collection section below). 2 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC-34 ■ Do not mix wastes; this can cause chemical reactions, make recycling impossible, and complicate disposal. Good Housekeeping ■ Use all of the product before disposing of the container. ■ Keep the waste management area clean at all times by sweeping and cleaning up spills immediately. ■ Use dry methods when possible (e.g., sweeping, use of absorbents) when cleaning around restaurant/food handling dumpster areas. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer. Chemical/Hazardous Wastes ■ Select designated hazardous waste collection areas on -site. ■ Store hazardous materials and wastes in covered containers and protect them from vandalism. ■ Place hazardous waste containers in secondary containment. ■ Make sure that hazardous waste is collected, removed, and disposed of only at authorized disposal areas. ■ Stencil or demarcate storm drains on the facility's property with prohibitive message regarding waste disposal. Run-on/Runoff Prevention ■ Prevent stormwater run-on from entering the waste management area by enclosing the area or building a berm around the area. ■ Prevent waste materials from directly contacting rain. ■ Cover waste piles with temporary covering material such as reinforced tarpaulin, polyethylene, polyurethane, polypropyleneor hypalon. ■ Cover the area with a permanent roof if feasible. ■ Cover dumpsters to prevent rain from washing waste out of holes or cracks in the bottom of the dumpster. ■ Move the activity indoor after ensuring all safety concerns such as fire hazard and ventilation are addressed. Inspection ■ Inspect and replace faulty pumps or hoses regularly to minimize the potential of releases and spills. ■ Check waste management areas for leaking containers or spills. January 2003 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.cabmphandbooks.com SC-34 Waste Handling & Disposal ■ Repair leaking equipment including valves, lines, seals, or pumps promptly. Training ■ Train staff in pollution prevention measures and proper disposal methods. ■ Train employees and contractors in proper spill containment and cleanup. The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur. ■ Train employees and subcontractors in proper hazardous waste management. Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Have an emergency plan, equipment and trained personnel ready at all times to deal immediately with major spills ■ Collect all spilled liquids and properly dispose of them. ■ Store and maintain appropriate spill cleanup materials in a location known to all near the designated wash area. ■ Ensure that vehicles transporting waste have spill prevention equipment that can prevent spills during transport. Spill prevention equipment includes: - Vehicles equipped with baffles for liquid waste - Trucks with sealed gates and spill guards for solid waste Other Considerations (Limitations and Regulations) Hazardous waste cannot be reused or recycled; it must be disposed of by a licensed hazardous waste hauler. Requirements Costs Capital and O&M costs for these programs will vary substantially depending on the size of the facility and the types of waste handled. Costs should be low if there is an inventory program in place. Maintenance ■ None except for maintaining equipment for material tracking program. Supplemental Information Further Detail of the BMP Land Treatment System Minimize runoff of polluted stormwater from land application by: ■ Choosing a site where slopes are under 6%, the soil is permeable, there is a low water table, it is located away from wetlands or marshes, and there is a closed drainage system 4 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC-34 ■ Avoiding application of waste to the site when it is raining or when the ground is saturated with water ■ Growing vegetation on land disposal areas to stabilize soils and reduce the volume of surface water runoff from the site ■ Maintaining adequate barriers between the land application site and the receiving waters (planted strips are particularly good) ■ Using erosion control techniques such as mulching and matting, filter fences, straw bales, diversion terracing, and sediment basins ■ Performing routine maintenance to ensure the erosion control or site stabilization measures are working Examp les The port of Long Beach has a state-of-the-art database for identifying potential pollutant sources, documenting facility management practices, and tracking pollutants. References and Resources California's Nonpoint Source Program Plan htip::.//www.swreb.ca.gov/nus/index.html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pd Solid Waste Container Best Management Practices — Fact Sheet On -Line Resources — Environmental Health and Safety. Harvard University. zooz. King County Storm Water Pollution Control Manual htip::.//dnr.metroke.gov/wlr/dss/s.pcm.htm Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). htt.p://www.basmaa.org Santa Clara Valley Urban Runoff Pollution Prevention Program http: //www.sevumpp.org The Storm Water Managers Resource Center http://www.stormwatereenter.net/ January 2003 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 Objectives • Cover • Contain • Educate • Reduce/Minimize • Product Substitution Targeted Constituents Description Sediment ✓ Stormwater runoff from building and grounds maintenance Nutrients ✓ activities can be contaminated withtoxic hydrocarbons in Trash solvents, fertilizers and pesticides, suspended solids, heavy Metals ✓ metals, abnormal pH, and oils and greases. Utilizing the Bacteria ✓ protocols in this fact sheet will prevent or reduce the discharge of Oil and Grease pollutants to stormwater from building and grounds Organics maintenance activities by washing and cleaning up with as little water as possible, following good landscape management practices, preventing and cleaning up spills immediately, keeping debris from entering the storm drains, and maintaining the stormwater collection system. Approach Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. Pollution Prevention • Switch to non -toxic chemicals for maintenance when possible. • Choose cleaning agents that can be recycled. S Q A • Encourage proper lawn management and landscaping - including use of native vegetation. c'uramin smaaw.rr auaft Arrudetlon ]anuary 2003 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.cabmphandbooks.com SC-41 Building & Grounds Maintenance ■ Encourage use of Integrated Pest Management techniques for pest control. ■ Encourage proper onsite recycling of yard trimmings. ■ Recycle residual paints, solvents, lumber, and other material as much as possible. Suggested Protocols Pressure Washing of Buildings, Rooftops, and Other Large Objects ■ In situations where soaps or detergents are used and the surrounding area is paved, pressure washers must use a water collection device that enables collection of wash water and associated solids. A sump pump, wet vacuum or similarly effective device must be used to collect the runoff and loose materials. The collected runoff and solids must be disposed of properly. ■ If soaps or detergents are not used, and the surrounding area is paved, wash runoff does not have to be collected but must be screened. Pressure washers must use filter fabric or some other type of screen on the ground and/or in the catch basin to trap the particles in wash water runoff. ■ If you are pressure washing on a grassed area (with or without soap), runoff must be dispersed as sheet flow as much as possible, rather than as a concentrated stream. The wash runoff must remain on the grass and not drain to pavement. Landscaping Activities ■ Dispose of grass clippings, leaves, sticks, or other collected vegetation as garbage, or by composting. Do not dispose of collected vegetation into waterways or storm drainage systems. ■ Use mulch or other erosion control measures on exposed soils. Building Repair, Remodeling, and Construction ■ Do not dump any toxic substance or liquid waste on the pavement, the ground, or toward a storm drain. ■ Use ground or drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of collected material daily. ■ Use a ground cloth or oversized tub for activities such as paint mixing and tool cleaning. ■ Clean paintbrushes and tools covered with water -based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer drain. Brushes and tools covered with non -water -based paints, finishes, or other materials must be cleaned in a manner that enables collection of used solvents (e.g., paint thinner, turpentine, etc.) for recycling or proper disposal. ■ Use a storm drain cover, filter fabric, or similarly effective runoff control mechanism if dust, grit, wash water, or other pollutants may escape the work area and enter a catch basin. This is particularly necessary on rainy days. The containment device(s) must be in place at the beginning of the work day, and accumulated dirty runoff and solids must be collected and disposed of before removing the containment device(s) at the end of the work day. 2 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 ■ If you need to de -water an excavation site, you may need to filter the water before discharging to a catch basin or off -site. If directed off -site, you should direct the water through hay bales and filter fabric or use other sediment filters or traps. ■ Store toxic material under cover during precipitation events and when not in use. A cover would include tarps or other temporary cover material. Mowing, Trimming, and Planting ■ Dispose of leaves, sticks, or other collected vegetation as garbage, by composting or at a permitted landfill. Do not dispose of collected vegetation into waterways or storm drainage systems. ■ Use mulch or other erosion control measures when soils are exposed. ■ Place temporarily stockpiled material away from watercourses and drain inlets, and berm or cover stockpiles to prevent material releases to the storm drain system. ■ Consider an alternative approach when bailing out muddy water: do not put it in the storm drain; pour over landscaped areas. ■ Use hand weeding where practical. Fertilizer and Pesticide Management ■ Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of fertilizers and pesticides and training of applicators and pest control advisors. ■ Use less toxic pesticides that will do the job when applicable. Avoid use of copper -based pesticides if possible. ■ Do not use pesticides if rain is expected. ■ Do not mix or prepare pesticides for application near storm drains. ■ Use the minimum amount needed for the job. ■ Calibrate fertilizer distributors to avoid excessive application. ■ Employ techniques to minimize off -target application (e.g., spray drift) of pesticides, including consideration of alternative application techniques. ■ Apply pesticides only when wind speeds are low. ■ Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface. ■ Irrigate slowly to prevent runoff and then only as much as is needed. ■ Clean pavement and sidewalk if fertilizer is spilled on these surfaces before applying irrigation water. ■ Dispose of empty pesticide containers according to the instructions on the container label. January 2003 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.cabmphandbooks.com SC-41 Building & Grounds Maintenance ■ Use up the pesticides. Rinse containers, and use rinse water as product. Dispose of unused pesticide as hazardous waste. ■ Implement storage requirements for pesticide products with guidance from the local fire department and County Agricultural Commissioner. Provide secondary containment for pesticides. Inspection ■ Inspect irrigation system periodically to ensure that the right amount of water is being applied and that excessive runoff is not occurring. Minimize excess watering and repair leaks in the irrigation system as soon as they are observed. Training ■ Educate and train employees on pesticide use and in pesticide application techniques to prevent pollution. ■ Train employees and contractors in proper techniques for spill containment and cleanup. ■ Be sure the frequency of training takes into account the complexity of the operations and the nature of the staff. Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Place a stockpile of spill cleanup materials, such as brooms, dustpans, and vacuum sweepers (if desired) near the storage area where it will be readily accessible. ■ Have employees trained in spill containment and cleanup present during the loading/unloading of dangerous wastes, liquid chemicals, or other materials. ■ Familiarize employees with the Spill Prevention Control and Countermeasure Plan. ■ Clean up spills immediately. Other Considerations Alternative pest/weed controls may not be available, suitable, or effective in many cases. Requirements Costs ■ Cost will vary depending on the type and size of facility. ■ Overall costs should be low in comparison to other BMPs. Maintenance Sweep paved areas regularly to collect loose particles. Wipe up spills with rags and other absorbent material immediately, do not hose down the area to a storm drain. 4 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 Supplemental Information Further Detail of the BMP Fire Sprinkler Line Flushing Building fire sprinkler line flushing may be a source of non-stormwater runoff pollution. The water entering the system is usually potable water, though in some areas it may be non -potable reclaimed wastewater. There are subsequent factors that may drastically reduce the quality of the water in such systems. Black iron pipe is usually used since it is cheaper than potable piping, but it is subject to rusting and results in lower quality water. Initially, the black iron pipe has an oil coating to protect it from rusting between manufacture and installation; this will contaminate the water from the first flush but not from subsequent flushes. Nitrates, poly- phosphates and other corrosion inhibitors, as well as fire suppressants and antifreeze may be added to the sprinkler water system. Water generally remains in the sprinkler system a long time (typically a year) and between flushes may accumulate iron, manganese, lead, copper, nickel, and zinc. The water generally becomes anoxic and contains living and dead bacteria and breakdown products from chlorination. This may result in a significant BOD problem and the water often smells. Consequently dispose fire sprinkler line flush water into the sanitary sewer. Do not allow discharge to storm drain or infiltration due to potential high levels of pollutants in fire sprinkler line water. References and Resources California's Nonpoint Source Program Plan htip://www.swreb.ca.gov/n.ps/index.html Clark County Storm Water Pollution Control Manual htt.p://www.co.clark.wa.us/.pubworks/bm.pman..pdf King County Storm Water Pollution Control Manual htip://dnr.metroke.gov/wlr/dss/sl2cm.htm Mobile Cleaners Pilot Program: Final Report. 1997. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org/ Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). htt.p://www.basmaa.org/ Santa Clara Valley Urban Runoff Pollution Prevention Program http: //www.sevuippp.org The Storm Water Managers Resource Center htip://www.stormwatereenter.net/ January 2003 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.cabmphandbooks.com Parking/Storage Area Maintenance SC-43 Description Parking lots and storage areas can contribute a number of substances, such as trash, suspended solids, hydrocarbons, oil and grease, and heavy metals that can enter receiving waters through stormwater runoff or non-stormwater discharges. The protocols in this fact sheet are intended to prevent or reduce the discharge of pollutants from parking/storage areas and include using good housekeeping practices, following appropriate cleaning BMPs, and training employees. Approach The goal of this program is to ensure stormwater pollution prevention practices are considered when conducting activities on or around parking areas and storage areas to reduce potential for pollutant discharge to receiving waters. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. Pollution Prevention ■ Encourage alternative designs and maintenance strategies for impervious parking lots. (See New Development and Redevelopment BMP Handbook) ■ Keep accurate maintenance logs to evaluate BMP implementation. Objectives 0 Corer ■ Contain . Educate ■ ReduceNinimize ■ Product Substitution Targeted Constituents Sediment ./ Nutrients Trash / Metals / Bacteria Oil and Grease ./ Organics ./ S o, A caffforow sturrrrwamr GUMINY Anoel~ January 2003 California Stormwater BMP Handbook 1 of 4 Industrial and Commercial www.cabmphandbooks.rom SC-43 Parking/Storage Area Maintenance Suggested Protocols General ■ Keep the parking and storage areas clean and orderly. Remove debris in a timely fashion. ■ Allow sheet runoff to flow into biofilters (vegetated strip and swale) and/or infiltration devices. ■ Utilize sand filters or oleophilic collectors for oily waste in low quantities. ■ Arrange rooftop drains to prevent drainage directly onto paved surfaces. ■ Design lot to include semi -permeable hardscape. ■ Discharge soapy water remaining in mop or wash buckets to the sanitary sewer through a sink, toilet, clean -out, or wash area with drain. Controlling Litter ■ Post "No Littering" signs and enforce anti -litter laws. ■ Provide an adequate number of litter receptacles. ■ Clean out and cover litter receptacles frequently to prevent spillage. ■ Provide trash receptacles in parking lots to discourage litter. ■ Routinely sweep, shovel, and dispose of litter in the trash. Surface Cleaning ■ Use dry cleaning methods (e.g., sweeping, vacuuming) to prevent the discharge of pollutants into the stormwater conveyance system if possible. ■ Establish frequency of public parking lot sweeping based on usage and field observations of waste accumulation. ■ Sweep all parking lots at least once before the onset of the wet season. ■ Follow the procedures below if water is used to clean surfaces: - Block the storm drain or contain runoff. - Collect and pump wash water to the sanitary sewer or discharge to a pervious surface. Do not allow wash water to enter storm drains. - Dispose of parking lot sweeping debris and dirt at a landfill. ■ Follow the procedures below when cleaning heavy oily deposits: - Clean oily spots with absorbent materials. - Use a screen or filter fabric over inlet, then wash surfaces. 2 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Parking/Storage Area Maintenance SC-43 - Do not allow discharges to the storm drain. - Vacuum/pump discharges to a tank or discharge to sanitary sewer. - Appropriately dispose of spilled materials and absorbents. Surface Repair ■ Preheat, transfer or load hot bituminous material away from storm drain inlets. ■ Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff. ■ Cover and seal nearby storm drain inlets where applicable (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal. ■ Use only as much water as necessary for dust control, to avoid runoff. ■ Catch drips from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and absorbents properly. Inspection ■ Have designated personnel conduct inspections of parking facilities and stormwater conveyance systems associated with parking facilities on a regular basis. ■ Inspect cleaning equipment/sweepers for leaks on a regular basis. Training ■ Provide regular training to field employees and/or contractors regarding cleaning of paved areas and proper operation of equipment. ■ Train employees and contractors in proper techniques for spill containment and cleanup. Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Place a stockpile of spill cleanup materials where it will be readily accessible or at a central location. ■ Clean up fluid spills immediately with absorbent rags or material. ■ Dispose of spilled material and absorbents properly. Other Considerations Limitations related to sweeping activities at large parking facilities may include high equipment costs, the need for sweeper operator training, and the inability of current sweeper technology to remove oil and grease. January 2003 California Stormwater BMP Handbook 3 of 4 Industrial and Commercial www.cabmphandbooks.com SC-43 Parking/Storage Area Maintenance Requirements Costs Cleaning/sweeping costs can be quite large. Construction and maintenance of stormwater structural controls can be quite expensive as well. Maintenance ■ Sweep parking lot regularly to minimize cleaning with water. ■ Clean out oil/water/sand separators regularly, especially after heavy storms. ■ Clean parking facilities regularly to prevent accumulated wastes and pollutants from being discharged into conveyance systems during rainy conditions. Supplemental Information Further Detail of the BMP Surface Repair Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff. Where applicable, cover and seal nearby storm drain inlets (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal. Only use only as much water as is necessary for dust control to avoid runoff. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nos/index.html Clark County Storm Water Pollution Control Manual http_//www.co.clark.wa.us/pubworkslbmmpman.pdf King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Pollution from Surface Cleaning Folder. J.996. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org/ Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June J.998• Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers ResourceCenter httn: //www.stormwatereenter.net/ 4 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 Description As a consequence of its function, the stormwater conveyance system collects and transports urban runoff and stormwater that may contain certain pollutants. The protocols in this fact sheet are intended to reduce pollutants reaching receiving waters through proper conveyance system operation and maintenance. Approach Pollution Preoention Maintain catch basins, stormwater inlets, and other stormwater conveyance structures on a regular basis to remove pollutants, reduce high pollutant concentrations during the first flush of storms, prevent clogging of the downstream conveyance system, restore catch basins' sediment trapping capacity, and ensure the system functions properly hydraulically to avoid flooding. Suggested Protocols Catch Basins/Inlet Structures • Staff should regularly inspect facilities to ensure compliance with the following: Immediate repair of any deterioration threatening structural integrity. Cleaning before the sump is 40% full. Catch basins should be cleaned as frequently as needed to meet this standard. Stenciling of catch basins and inlets (see SC34 Waste Handling and Disposal). Objectives • Cover • Contain • Educate • Reduce/Minimize Targeted Constituents Sediment ✓ Nutrients Trash ✓ Metals Bacteria ✓ Oil and Grease Organics CASOA MEEK- Allsoclation January 2003 California Stormwater BMP Handbook 1 of 6 Industrial and Commercial wwwcabmphandbooks com SC-44 Drainage System Maintenance ■ Clean catch basins, storm drain inlets, and other conveyance structures before the wet season to remove sediments and debris accumulated during the summer. ■ Conduct inspections more frequently during the wet season for problem areas where sediment or trash accumulates more often. Clean and repair as needed. ■ Keep accurate logs of the number of catch basins cleaned. ■ Store wastes collected from cleaning activities of the drainage system in appropriate containers or temporary storage sites in a manner that prevents discharge to the storm drain. ■ Dewater the wastes if necessary with outflow into the sanitary sewer if permitted. Water should be treated with an appropriate filtering device prior to discharge to the sanitary sewer. If discharge to the sanitary sewer is not allowed, water should be pumped or vacuumed to a tank and properly disposed. Do not dewater near a storm drain or stream. Storm Drain Conveyance System ■ Locate reaches of storm drain with deposit problems and develop a flushing schedule that keeps the pipe clear of excessive buildup. ■ Collect and pump flushed effluent to the sanitary sewer for treatment whenever possible. Pump Stations ■ Clean all storm drain pump stations prior to the wet season to remove silt and trash. ■ Do not allow discharge to reach the storm drain system when cleaning a storm drain pump station or other facility. ■ Conduct routine maintenance at each pump station. ■ Inspect, clean, and repair as necessary all outlet structures prior to the wet season. Open Channel ■ Modify storm channel characteristics to improve channel hydraulics, increase pollutant removals, and enhance channel/creek aesthetic and habitat value. Conduct channel modification/improvement in accordance with existing laws. Any person, government agency, or public utility proposing an activity that will change the natural (emphasis added) state of any river, stream, or lake in California, must enter into a Steam or Lake Alteration Agreement with the Department of Fish and Game. The developer -applicant should also contact local governments (city, county, special districts), other state agencies (SWRCB, RWQCB, Department of Forestry, Department of Water Resources), and Federal Corps of Engineers and USFWS. Illicit Connections and Discharges ■ Look for evidence of illegal discharges or illicit connections during routine maintenance of conveyance system and drainage structures: - Is there evidence of spills such as paints, discoloring, etc? 2 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 - Are there any odors associated with the drainage system? - Record locations of apparent illegal discharges/illicit connections? - Track flows back to potential dischargers and conduct aboveground inspections. This can be done through visual inspection of upgradient manholes or alternate techniques including zinc chloride smoke testing, fluorometric dye testing, physical inspection testing, or television camera inspection. - Eliminate the discharge once the origin of flow is established. Stencil or demarcate storm drains, where applicable, to prevent illegal disposal of pollutants. Storm drain inlets should have messages such as "Dump No Waste Drains to Stream" stenciled next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system. ■ Refer to fact sheet SC-lo Non-Stormwater Discharges. Illegal Dumping ■ Inspect and cleanup hot spots and other storm drainage areas regularly where illegal dumping and disposal occurs. Establish a system for tracking incidents. The system should be designed to identify the following: - Illegal dumping hot spots - Types and quantities (in some cases) of wastes - Patterns in time of occurrence (time of day/night, month, or year) - Mode of dumping (abandoned containers, "midnight dumping" from moving vehicles, direct dumping of materials, accidents/spills) - Responsible parties ■ Post "No Dumping" signs in problem areas with a phone number for reporting dumping and disposal. Signs should also indicate fines and penalties for illegal dumping. ■ Refer to fact sheet SC-lo Non-Stormwater Discharges. Training ■ Train crews in proper maintenance activities, including record keeping and disposal. ■ Allow only properly trained individuals to handle hazardous materials/wastes. ■ Have staff involved in detection and removal of illicit connections trained in the following: - OSHA -required Health and Safety Training (29 CFR 1910.120) plus annual refresher training (as needed). January 2003 California Stormwater BMP Handbook 3 of 6 Industrial and Commercial www.cabmphandbooks.com SC-44 Drainage System Maintenance - OSHA Confined Space Entry training (Cal -OSHA Confined Space, Title 8 and Federal OSHA 29 CFR 1910.146). - Procedural training (field screening, sampling, smoke/dye testing, TV inspection). Spill Response and Prevention ■ Investigate all reports of spills, leaks, and/or illegal dumping promptly. ■ Cleanup all spills and leaks using "dry" methods (with absorbent materials and/or rags) or dig up, remove, and properly dispose of contaminated soil. ■ Refer to fact sheet SC-u Spill Prevention, Control, and Cleanup. Other Considerations (Limitations and Regulations) ■ Clean-up activities may create a slight disturbance for local aquatic species. Access to items and material on private property may be limited. Trade-offs may exist between channel hydraulics and water quality/riparian habitat. If storm channels or basins are recognized as wetlands, many activities, including maintenance, maybe subject to regulation and permitting. ■ Storm drain flushing is most effective in small diameter pipes (36-inch diameter pipe or less, depending on water supply and sediment collection capacity). Other considerations associated with storm drain flushing may include the availability of a water source, finding a downstream area to collect sediments, liquid/sediment disposal, and prohibition against disposal of flushed effluent to sanitary sewer in some areas. ■ Regulations may include adoption of substantial penalties for illegal dumping and disposal. ■ Local municipal codes may include sections prohibiting discharge of soil, debris, refuse, hazardous wastes, and other pollutants into the storm drain system. Requirements Costs ■ An aggressive catch basin cleaning program could require a significant capital and O&M budget. ■ The elimination of illegal dumping is dependent on the availability, convenience, and cost of alternative means of disposal. The primary cost is for staff time. Cost depends on how aggressively a program is implemented. Other cost considerations for an illegal dumping program include: - Purchase and installation of signs. - Rental of vehicle(s) to haul illegally -disposed items and material to landfills. - Rental of heavy equipment to remove larger items (e.g., car bodies) from channels. - Purchase of landfill space to dispose of illegally -dumped items and material. 4 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 ■ Methods used for illicit connection detection (smoke testing, dye testing, visual inspection, and flow monitoring) can be costly and time-consuming. Site -specific factors, such as the level of impervious area, the density and ages of buildings, and type of land use will determine the level of investigation necessary. Maintenance ■ Two -person teams may be required to clean catch basins with vactor trucks. ■ Teams of at least two people plus administrative personnel are required to identify illicit discharges, depending on the complexity of the storm sewer system. ■ Arrangements must be made for proper disposal of collected wastes. ■ Technical staff are required to detect and investigate illegal dumping violations. Supplemental Information Further Detail of the BMP Storm Drain Flushing Flushing is a common maintenance activity used to improve pipe hydraulics and to remove pollutants in storm drainage systems. Flushing may be designed to hydraulically convey accumulated material to strategic locations, such as an open channel, another point where flushing will be initiated, or the sanitary sewer and the treatment facilities, thus preventing resuspension and overflow of a portion of the solids during storm events. Flushing prevents "plug flow" discharges of concentrated pollutant loadings and sediments. Deposits can hinder the designed conveyance capacity of the storm drain system and potentially cause backwater conditions in severe cases of clogging. Storm drain flushing usually takes place along segments of pipe with grades that are too flat to maintain adequate velocity to keep particles in suspension. An upstream manhole is selected to place an inflatable device that temporarily plugs the pipe. Further upstream, water is pumped into the line to create a flushing wave. When the upstream reach of pipe is sufficiently full to cause a flushing wave, the inflated device is rapidly deflated with the assistance of a vacuum pump, thereby releasing the backed up water and resulting in the cleaning of the storm drain segment. To further reduce impacts of stormwater pollution, a second inflatable device placed well downstream may be used to recollect the water after the force of the flushing wave has dissipated. A pump may then be used to transfer the water and accumulated material to the sanitary sewer for treatment. In some cases, an interceptor structure may be more practical or required to recollect the flushed waters. It has been found that cleansing efficiency of periodic flush waves is dependent upon flush volume, flush discharge rate, sewer slope, sewer length, sewer flow rate, sewer diameter, and population density. As a rule of thumb, the length of line to be flushed should not exceed'7oo feet. At this maximum recommended length, the percent removal efficiency ranges between 65- 75% for organics and 55-65% for dry weather grit/inorganic material. The percent removal efficiency drops rapidly beyond that. Water is commonly supplied by a water truck, but fire hydrants can also supply water. To make the best use of water, it is recommended that reclaimed water be used or that fire hydrant line flushing coincide with storm sewer flushing. January 2003 California Stormwater BMP Handbook 5 of 6 Industrial and Commercial www.cabmphandbooks.com SC-44 Drainage System Maintenance References and Resources California's Nonpoint Source Program Plan h!W://www.swreb.ca. og v/nps/index.html Clark County Storm Water Pollution Control Manual h!W://www.co.clarkwa.us/12ubworks/bml2man.12 Ferguson, BX 1991. Urban Stream Reclamation, P. 324-322, Journal of Soil and Water Conservation. King County Storm Water Pollution Control Manual http://dnr.metroke.aov/wlr/dss/spem.htm Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998• Santa Clara Valley Urban Runoff Pollution Prevention Program http: //www.sevurppy.org The Storm Water Managers Resource Center http://www.stormwatereenter.net United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Storm Drain System Cleaning. On line: h!W://www.e.pa.gov/n.pdes/menuofbm.ps/.poll 16.htm 6 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Road and Street Maintenance SNO Description Streets, roads, and highways are significant sources of pollutants in stormwater discharges, and operation and maintenance (OW) practices, if not conducted properly, can contribute to the problem. Stormwater pollution from roadway and bridge maintenance should be addressed on a site -specific basis. Use of the procedures outlined below, that address street sweeping and repair, bridge and structure maintenance, and unpaved roads will reduce pollutants in stormwater. Approach Pollution Prevention i Use the least toxic materials available (e,g, water based paints, gels or sprays for graffiti removal) i Recycle paint and other materials whenever possible. i Enlist the help of citizens to keep yard waste, used oil, and other wastes out of the gutter. Suggested Protocols Street Sweeping and Cleaning i Maintain a consistent sweeping schedule. Provide minimum monthly sweeping of curbed streets. i Perform street cleaning during dry weather if possible. Objectives i Cover i Contain i Educate i ReduceNinimize i ProductSubslilution Targeted Constituents Sedlmenl Nutrients Trash Metals Bacteria Oil and Grease Organics Orygen Demanding in 51 5 CALRORAIASLORMWATER QUALM A OCIU10A January 2003 California Stormwater BMP Handbook Municipal www.cabmphandbooks.com Iof9 SNO Road and Street Maintenance i Avoid wet cleaning or flushing of street, and utilize dry methods where possible. i Consider increasing sweeping frequency based on factors such as traffic volume, land use, field observations of sediment and trash accumulation, proximity to water courses, etc. For example; Increase the sweeping frequency for streets with high pollutant loadings, especially in high traffic and industrial areas, Increase the sweeping frequency just before the wet season to remove sediments accumulated during the summer. Increase the sweeping frequency for streets in special problem areas such as special events, high litter or erosion zones. i Maintain cleaning equipment in good working condition and purchase replacement equipment as needed. Old sweepers should be replaced with new technologically advanced sweepers (preferably regenerative air sweepers) that maximize pollutant removal, i Operate sweepers at manufacturer requested optimal speed levels to increase effectiveness. i To increase sweeping effectiveness consider the following; Institute aparking policy to restrict parking in problematic areas during periods of street sweeping, Post permanent street sweeping signs in problematic areas; use temporary signs if installation of permanent signs is not possible. - Develop and distribute flyers notifying residents of street sweeping schedules. i Regularly inspect vehicles and equipment forleaks, and repair immediately, i If available use vacuum or regenerative air sweepers inthe high sediment and trash areas (typically industrial/commercial). i Keep accurate logs of the number of curb -miles swept and the amount of waste collected. i Dispose of street sweeping debris and dirt at a landfill. i Do not store swept material alongthe side of the street or near a storm drain inlet. i Keep debris storage to a minimum during the wet season or make sure debris piles are contained (e.g. bybermingthe area) or covered (e.g. with tarps or permanent covers). Street Repair and Maintenance Pavement marking i Schedule pavement marlang activities for dry weather. 2 of 9 California Stormwater BMP Handbook January 2003 Municipal www.cabmphandbooks.com Road and Street Maintenance SNO i Develop paint handling procedures for proper use, storage, and disposal of paints. i Transfer and load paint and hot thermoplastic away from storm drain inlets, i Provide drop cloths and drip pans in paint mixing areas. i Properly maintain application equipment. i Street sweep thermoplastic grindings. Yellow thermoplastic grindings may require special handling as they may contain lead. i Paints containing lead ortributyltin are considered a hazardous waste and must be disposed of properly, i Use water based paints whenever possible. If using water based paints, clean the application equipment in a sink that is connected to the sanitary sewer. i Properly store leftover paints if they are to be kept for the next job, or dispose of properly. Concrete installation and repair i Schedule asphalt and concrete activities for dry weather. i Take measures to protect any nearby storm drain inlets and adjacent watercourses, prior to breaking up asphalt or concrete (e.g. place san bags around inlets or work areas), i Urnit the amount of fresh concrete or cement mortar mixed, mix only what is needed for the job. i Store concrete materials under cover, away from drainage areas, Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets, gutters, storm drains, rainfall, and runoff, i Return leftover materials to the transit mixer, Dispose of small amounts of hardened excess concrete, grout, and mortar in the trash. i Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile, or dispose in the trash, i When making saw cuts in pavement, use as little water as possible and perform during dry weather. Cover each storm drain inlet completely with filter fabric or plastic during the sawing operation and contain the slurry by placing straw bales, sandbags, or gravel dams around the inlets. After the liquid drains or evaporates, shovel or vacuum the slurry residue from the pavement or gutter and remove from site. Alternatively, a small onsite vacuum maybe used to pickup the slurry as this will prohibit slurry from reaching storm drain inlets. Wash concrete trucks off site or in designated areas on site designed to preclude discharge of wash water to drainage system, January 2003 California Stormwater BMP Handbook 3 of 9 Municipal www.cabmphandbooks.com SNO Road and Street Maintenance Patching, resurfacing, and surface sealing i Schedule patching, resurfacing and surface sealing for dry weather. i Stockpile materials away from streets, gutter areas, storm drain inlets or watercourses. During wet weather, cover stockpiles with plastic tarps or berm around them if necessary to prevent transport of materials in runoff, i Pre -heat, transfer or load hot bituminous material away from drainage systems or watercourses. i Where applicable, cover and seal nearby storm drain inlets (with waterproof material or mesh) and maintenance holes before applying seal coat, slurry seal, etc, Leave covers in place until job is complete and until all water from emulsified oil sealants has drained or evaporated. Clean any debris from covered maintenance holes and storm drain inlets when the job is complete. i Prevent excess material from exposed aggregate concrete or similar treatments from entering streets or storm drain inlets. Designate an area for clean up and proper disposal of excess materials. i Use only as much water as necessary for dust control, to avoid runoff, i Sweep, never hose down streets to clean up tracked dirt Use a street sweeper or vacuum truck. Do not dump vacuumed liquid in storm drains. i Catch bps from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and absorbents properly, Equipment cleaning maintenance and storage i Inspect equipment daily and repair any leaks. Place drip pans or absorbent materials under heavy equipment when not in use. i Perform major equipment repairs at the corporation yard, when practical. i If refueling or repairing vehicles and equipment must be done onsite, use alocation away from storm drain inlets and watercourses. i Clean equipment including sprayers, sprayer paint supply lines, patch and paving equipment, and mud jacking equipment at the end of each day. Clean in a sink or other area (e.g, vehicle wash area) that is connected to the sanitary sewer, Bridge and Structure Maintenance Paint and Paint Removal i Transport paint and materials to andfromjob sites in containers with secure lids and tied down to the transport vehicle. i Do not transfer or load paint near storm drain inlets or watercourses. 4 of 9 California Stormwater BMP Handbook January 2003 Municipal www.cabmphandbooks.com Road and Street Maintenance SNO i Test and inspect spray equipment prior to starting to paint. Tighten all hoses and connections and do not overfill paint container. i Plug nearby storm drain inlets prior to starting painting where there is significant risk of a spill reaching storm drains. Remove plugs when job is completed, i If sandblasting is used to remove paint, cover nearby storm drain inlets prior to starting work. i Perform work on a maintenance traveler or platform, or use suspended netting or tarps to capture punt, rust, paint removing agents, or other materials, to prevent discharge of materials to surface waters if the bridge crosses awatercourse, If sanding, use a sander with a vacuum filter bag. i Capture all clean-up water, and dispose of properly. i Recycle punt when possible (e.g. paint maybe used for graffiti removal activities). Dispose of unused paint at an appropriate household hazardous waste facility, Graffiti Removal i Schedule graffiti removal activities for dry weather, i Protect nearby storm drain inlets prior to removing graffiti fromwalls, signs, sidewalks, or other structures needing graffiti abatement. Clean up afterwards by sweeping or vacuuming thoroughly, and/or by using absorbent and properly disposing of the absorbent. i When graffiti is removed by painting over, implement the procedures under Painting and Paint Removal above. i Direct runoff from sandblasting and high pressure washing (with no cleaning agents) into a landscaped or dirt area. If such an area is not available, filter runoff through an appropriate filtering device (e.g. filter fabric) to keep sand, particles, and debris out of storm drains. i If graffiti abatement method generates wash water containing a cleaning compound (such as high pressure washing with a cleaning compound), plug nearby storm drains and vacuum/pump wash water to the sanitary sewer, i Consider using a waterless and non -toxic chemical cleaning method for graffiti removal (e,g. gels or spray compounds), Repair Work Prevent concrete, steel, wood, metal parts, tools, or other work materials from entering storm drains or watercourses. i Thoroughly cleanup the job site when the repair work is completed. i When cleaning guardrails or fences follow the appropriate surface cleaning methods (depending on the type of surface) outlined in SC-71 Plaza & Sidewalk Cleaning fact sheet. January 2003 California Stormwater BMP Handbook 5 of 9 Municipal www.cabmphandbooks.com SNO Road and Street Maintenance i If painting is conducted, follow the painting and paint removal procedures above, i If graffiti removal is conducted, follow the graffiti removal procedures above. i If construction takes place, see the ConstructionActivity BMP Handbook, i Recycle materials whenever possible. Unpaved Roads and Trails i Stabilize exposed soil areas to prevent soil from eroding during rain events, This is particularly important on steep slopes. i For roadside areas with exposed soils, the most cost-effective choice is to vegetate the area, preferably with a mulch or binder that will hold the soils in place while the vegetation is establishing, Native vegetation should be used if possible, i If vegetation cannot be established immediately, apply temporary erosion control mats/blankets; a comma straw, or gravel as appropriate. i If sediment is already eroded and mobilized in roadside areas, temporary controls should be installed. These may include: sediment control fences, fabric -covered triangular dikes, gravel -filled burlap bags, biobags, or hay bales staked in place. Non-Stormwater Discharges Field crews should be aware of non-stormwater discharges as part of their ongoing street maintenance efforts, i Refer to SC-ro Non-Stormwater Discharges i Identifylocation, time and estimated quantity of discharges, i Notify appropriate personnel. Training i Train employees regarding proper street sweeping operation and street repair and maintenance. i Instruct employees and subcontractors to ensure that measures to reduce the stormwater impacts of roadway/bridge maintenance are being followed. i Require engineering staff and/or consulting A/E firms to address stormwater quality in new bridge designs or existing bridge retrofits. i Use a training log or similar method to document training. i Train employees on proper spill containment and clean up, and in identifying non- stormwater discharges. 6 of 9 California Stormwater BMP Handbook January 2003 Municipal www.cabmphandbooks.com Road and Street Maintenance SNO Spill Response and Prevention i Refer to SC-ti, Spill Prevention, Control & Cleanup, i Keep your Spill Prevention Control and countermeasure (SPCC) plan up-to-date, and implement accordingly, i Have spill cleanup materials readily available and in a known location. i Cleanup spills immediately and use dry methods if possible. i Properly dispose of spill cleanup material. Other Considerations i Densely populated areas or heavily used streets may require parking regulations to clear streets for cleaning, i No currently available conventional sweeper is effective at removing oil and grease. Mechanical sweepers are not effective at removing finer sediments, i Limitations may arise in the location of new bridges, The availability and cost of land and other economic and political factors may dictate where the placement of a new bridge will occur. Better design of the bridge to control runoff is required Sit is being placed near sensitive waters. Requirements Costs i The maintenance of local roads and bridges is already a consideration of most community public works or transportation departments. Therefore, the cost of pollutant reducing management practices will involve the training and equipment required to implement these new practices, The largest expenditures for street sweeping programs are in staffing and equipment. The capital cost for a conventional street sweeper is between $6o,000 and $12o,000. Newer technologies might have prices approaching $18o,000, The average useful life of a conventional sweeper is about four years, and programs must budget for equipment replacement. Sweeping frequencies will determine equipment life, so programs that sweep more often should expect to have ahigher cost of replacement. i A street sweeping program may require the following. Sweeper operators, maintenance, supervisory, and administrative personnel are required. Traffic control officers maybe required to enforce parking restrictions. Skillful design of cleaning routes is required for program to be productive. Arrangements must be made for disposal of collected wastes. January 2003 California Stormwater BMP Handbook 7 of 9 Municipal www.cabmphandbooks.com SNO Road and Street Maintenance If investing in newer technologies, training for operators must be included in operation and maintenance budgets. Costs for public education are small, and mostly deal with the need to obey parking restrictions and litter control. Parking tickets are an effective reminder to obey parking rules, as well as being a source of revenue. Maintenance i Not applicable Supplemental Information Further Detail of the BMP Street sweeping There are advantages and disadvantages to the two common types of sweepers. The best choice depends on your specific conditions. Many communities find it useful to have a compliment of both types in their fleet. Mechanical Broom Sweepers -More effective at picking up large debris and cleaning wet streets. Less costly to purchase and operate. Create more airborne dust. Vacuum Sweepers -More effective at removing fine particles and associated heavy metals. Ineffective at cleaning wet streets. Noisier than mechanical broom sweepers which may restrict areas or times of operation. May require an advance vehicle to remove large debris. Street Flushers - Not affected by biggest interference to cleaning, parked cars. May remove finer sediments, moving them toward the gutter and stormwater inlets. For this reason, flushing fell out of favor and is now used primarily after sweeping. Flushing maybe effective for combined sewer systems, Presently street flushing is not allowed under most NPDES permits. Cross -Media Transfer of Pollutants The California Air Resources Board (ARB) has established state ambient air quality standards including a standard for respirable particulate matter (less than or equal to to microns in diameter, symbolized as PMio), In the effort to sweep up finer sediments to remove attached heavy metals, municipalities should be aware that fine dust, that cannot be captured by the sweeping equipment and becomes airborne, could lead to issues of worker and public safety. Bridges Bridges that carry vehicular traffic generate some of the more direct discharges of runoff to surface waters. Bridge scupper drains cause a direct discharge of stormwater into receiving waters and have been shown to carry relatively high concentrations of pollutants. Bridge maintenance also generates wastes that maybe either directly deposited to the water below or carried to the receiving water by stormwater. The following steps will help reduce the stormwater impacts of bridge maintenance: i Site new bridges so that significant adverse impacts to wetlands, sensitive areas, critical habitat, and riparian vegetation are minimized. 8 of 9 California Stormwater BMP Handbook January 2003 Municipal www.cabmphandbooks.com Road and Street Maintenance SNO i Design new bridges to avoid the use of scupper drains and route runoff to land for treatment control. Existing scupper drains should be cleaned on a regular basis to avoid sediment/debris accumulation, Reduce the discharge of pollutants to surface waters during maintenance by using suspended traps, vacuums, or booms in the water to capture paint, rust, and paint removing agents, Many ofthese wastes may be hazardous, Properly dispose of this waste by referring to CA2r (Hazardous Waste Management) in the Construction Handbook. i Train employees and subcontractors to reduce the discharge of wastes duringbridge maintenance. De-icing i Do not over-applydeicing salt and sand, and routinely calibrate spreaders. i Near reservoirs, restrict the application of deicing salt and redirect any runoff away from reservoirs, i Consider using alternative deicing agents pess toxic, biodegradable, etc.), References and Resources Model Urban Runoff Program; A How -To Guide for Developing Urban Runoff Programs for Small Municipalities. Prepared by City of Monterey, City of Santa Cruz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, Woodward -Clyde, Central Coast Regional Water Quality Control Board. July. 1998. Orange County Stormwater Program hftp:llwww.ocwatersheds.com/stomwaterILq introduction.asp Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998. Santa Clara Valley Urban Runoff Pollution Prevention Program. 1997 Urban Runoff Management Plan. September 1997, updated October 2000, Santa Clara Valley Urban Runoff Pollution Prevention Program. 2oor. Fresh Concrete and Mortar Application Best Management Practices for the Construction Industry. June. Santa Clara Valley Urban Runoff Pollution Prevention Program. 2001. Roadwork and Paving Best Management Practices for the Construction Industry. June, United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Roadway and Bridge Maintenance. On-line httu;llwww.e a. on vinudes/menuolmps poll r3.htm January 2003 California Stormwater BMP Handbook 9 of 9 Municipal www.cabmphandbooks.com Site Design & Landscape Planning SD-10 Design Objectives 0 Maximize Infiltration 0 Provide Retention 0 Slow Runoff 0 Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials Contain Pollutants Collect and Convey Description Each project site possesses unique topographic, hydrologic, and vegetative features, some of which are more suitable for development than others. Integrating and incorporating appropriate landscape planning methodologies into the project design is the most effective action that can be done to minimize surface and groundwater contamination from stormwater. Approach Landscape planning should couple consideration of land suitability for urban uses with consideration of community goals and projected growth. Project plan designs should conserve natural areas to the extent possible, maximize natural water storage and infiltration opportunities, and protect slopes and channels. Suitable Applications Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. Design Considerations Design requirements for site design and landscapes planning should conform to applicable standards and specifications of agencies with jurisdiction and be consistent with applicable General Plan and Local Area Plan policies. CALFORn1A5 ORNv ATER _ .I Ili i, I'.l li January 2003 California Stormwater BMP Handbook 1 of 4 New Development and Redevelopment www.cabmphandbooks.com SD-10 Site Design & Landscape Planning Designing New Installations Begin the development of a plan for the landscape unit with attention to the following general principles: Formulate the plan on the basis of clearly articulated community goals. Carefully identify conflicts and choices between retaining and protecting desired resources and community growth. Map and assess land suitability for urban uses. Include the following landscape features in the assessment: wooded land, open unwooded land, steep slopes, erosion -prone soils, foundation suitability, soil suitability for waste disposal, aquifers, aquifer recharge areas, wetlands, floodplains, surface waters, agricultural lands, and various categories of urban land use. When appropriate, the assessment can highlight outstanding local or regional resources that the community determines should be protected (e.g., a scenic area, recreational area, threatened species habitat, farmland, fish run). Mapping and assessment should recognize not only these resources but also additional areas needed for their sustenance. Project plan designs should conserve natural areas to the extent possible, maximize natural water storage and infiltration opportunities, and protect slopes and channels. Conserve Natural Areas during Landscape Planning If applicable, the following items are required and must be implemented in the site layout during the subdivision design and approval process, consistent with applicable General Plan and Local Area Plan policies: ■ Cluster development on least -sensitive portions of a site while leaving the remaining land in a natural undisturbed condition. ■ Limit clearing and grading of native vegetation at a site to the minimum amount needed to build lots, allow access, and provide fire protection. ■ Maximize trees and other vegetation at each site by planting additional vegetation, clustering tree areas, and promoting the use of native and/or drought tolerant plants. ■ Promote natural vegetation by using parking lot islands and other landscaped areas. ■ Preserve riparian areas and wetlands. Maximize Natural Water Storage and Infiltration Opportunities Within the Landscape Unit ■ Promote the conservation of forest cover. Building on land that is already deforested affects basin hydrology to a lesser extent than converting forested land. Loss of forest cover reduces interception storage, detention in the organic forest floor layer, and water losses by evapotranspiration, resulting in large peak runoff increases and either their negative effects or the expense of countering them with structural solutions. ■ Maintain natural storage reservoirs and drainage corridors, including depressions, areas of permeable soils, swales, and intermittent streams. Develop and implement policies and 2 of 4 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Site Design & Landscape Planning SD-10 regulations to discourage the clearing, filling, and channelization of these features. Utilize them in drainage networks in preference to pipes, culverts, and engineered ditches. Evaluating infiltration opportunities by referring to the stormwater management manual for the jurisdiction and pay particular attention to the selection criteria for avoiding groundwater contamination, poor soils, and hydrogeological conditions that cause these facilities to fail. If necessary, locate developments with large amounts of impervious surfaces or a potential to produce relatively contaminated runoff away from groundwater recharge areas. Protection of Slopes and Channels during Landscape Design ■ Convey runoff safely from the tops of slopes. ■ Avoid disturbing steep or unstable slopes. ■ Avoid disturbing natural channels. ■ Stabilize disturbed slopes as quickly as possible. ■ Vegetate slopes with native or drought tolerant vegetation. ■ Control and treat flows in landscaping and/or other controls prior to reaching existing natural drainage systems. ■ Stabilize temporary and permanent channel crossings as quickly as possible, and ensure that increases in run-off velocity and frequency caused by the project do not erode the channel. ■ Install energy dissipaters, such as riprap, at the outlets of new storm drains, culverts, conduits, or channels that enter unlined channels in accordance with applicable specifications to minimize erosion. Energy dissipaters shall be installed in such a way as to minimize impacts to receiving waters. ■ Line on -site conveyance channels where appropriate, to reduce erosion caused by increased flow velocity due to increases in tributary impervious area. The first choice for linings should be grass or some other vegetative surface, since these materials not only reduce runoff velocities, but also provide water quality benefits from filtration and infiltration. If velocities in the channel are high enough to erode grass or other vegetative linings, riprap, concrete, soil cement, or geo-grid stabilization are other alternatives. ■ Consider other design principles that are comparable and equally effective. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of" redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed. January 2003 California Stormwater BMP Handbook 3 of 4 New Development and Redevelopment www.cabmphandbooks.com SD-10 Site Design & Landscape Planning Redevelopment may present significant opportunity to add features which had not previously been implemented. Examples include incorporation of depressions, areas of permeable soils, and swales in newly redeveloped areas. While some site constraints may exist due to the status of already existing infrastructure, opportunities should not be missed to maximize infiltration, slow runoff, reduce impervious areas, disconnect directly connected impervious areas. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May zooz. Stormwater Management Manual for Western Washington, Washington State Department of Ecology, August zoos. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, zooz. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July zooz. 4 of 4 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Efficient Irrigation SD-12 Design Objectives 0 Maximize Infiltration 0 Provide Retention 0 Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials Contain Pollutants Collect and Convey Description Irrigation water provided to landscaped areas may result in excess irrigation water being conveyed into stormwater drainage systems. Approach Project plan designs for development and redevelopment should include application methods of irrigation water that minimize runoff of excess irrigation water into the stormwater conveyance system. Suitable Applications Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.) Design Considerations Designing New Installations The following methods to reduce excessive irrigation runoff should be considered, and incorporated and implemented where determined applicable and feasible by the Permittee: ■ Employ rain -triggered shutoff devices to prevent irrigation after precipitation. ■ Design irrigation systems to each landscape area's specific water requirements. ■ Include design featuring flow reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines. ■ Implement landscape plans consistent with County or City water conservation resolutions, which may include provision of water sensors, programmable irrigation times (for short cycles), etc. CALFORn1A5 ORNv ATER January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com SD-12 Efficient Irrigation ■ Design timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water drainage system. ■ Group plants with similar water requirements in order to reduce excess irrigation runoff and promote surface filtration. Choose plants with low irrigation requirements (for example, native or drought tolerant species). Consider design features such as: Using mulches (such as wood chips or bar) in planter areas without ground cover to minimize sediment in runoff Installing appropriate plant materials for the location, in accordance with amount of sunlight and climate, and use native plant materials where possible and/or as recommended by the landscape architect Leaving a vegetative barrier along the property boundary and interior watercourses, to act as a pollutant filter, where appropriate and feasible Choosing plants that minimize or eliminate the use of fertilizer or pesticides to sustain growth ■ Employ other comparable, equally effective methods to reduce irrigation water runoff. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of" redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May zooz. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, zooz. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July zooz. 2 of 2 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Storm Drain Signage SD-13 Design Objectives Maximize Infiltration Provide Retention Slow Runoff Minimize Impervious Land Coverage 0 Prohibit Dumping of Improper Materials Contain Pollutants Collect and Convey Description Waste materials dumped into storm drain inlets can have severe impacts on receiving and ground waters. Posting notices regarding discharge prohibitions at storm drain inlets can prevent waste dumping. Storm drain signs and stencils are highly visible source controls that are typically placed directly adjacent to storm drain inlets. Approach The stencil or affixed sign contains a brief statement that prohibits dumping of improper materials into the urban runoff conveyance system. Storm drain messages have become a popular method of alerting the public about the effects of and the prohibitions against waste disposal. Suitable Applications Stencils and signs alert the public to the destination of pollutants discharged to the storm drain. Signs are appropriate in residential, commercial, and industrial areas, as well as any other area where contributions or dumping to storm drains is likely. Design Considerations Storm drain message markers or placards are recommended at all storm drain inlets within the boundary of a development project. The marker should be placed in clear sight facing toward anyone approaching the inlet from either side. All storm drain inlet locations should be identified on the development site map. Designing New Installations The following methods should be considered for inclusion in the project design and show on project plans: ■ Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified, within the project area with prohibitive language. Examples include "NO DUMPING CALFORn1A5 ORNv ATER January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com SD-13 Storm Drain Signage — DRAINS TO OCEAN" and/or other graphical icons to discourage illegal dumping. ■ Post signs with prohibitive language and/or graphical icons, which prohibit illegal dumping at public access points along channels and creeks within the project area. Note - Some local agencies have approved specific signage and/or storm drain message placards for use. Consult local agency stormwater staff to determine specific requirements for placard types and methods of application. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. If the project meets the definition of "redevelopment", then the requirements stated under " designing new installations" above should be included in all project design plans. Additional Information Maintenance Considerations Legibility of markers and signs should be maintained. If required by the agency with jurisdiction over the project, the owner/operator or homeowner's association should enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards or signs. Placement ■ Signage on top of curbs tends to weather and fade. ■ Signage on face of curbs tends to be worn by contact with vehicle tires and sweeper brooms. Supplemental Information Examp les ■ Most MS4 programs have storm drain signage programs. Some MS4 programs will provide stencils, or arrange for volunteers to stencil storm drains as part of their outreach program. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May zooz. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, zooz. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July zooz. 2 of 2 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Trash Storage Areas SD-32 Description Trash storage areas are areas where a trash receptacle (s) are located for use as a repository for solid wastes. Stormwater runoff from areas where trash is stored or disposed of can be polluted. In addition, loose trash and debris can be easily transported by water or wind into nearby storm drain inlets, channels, and/or creeks. Waste handling operations that maybe sources of stormwater pollution include dumpsters, litter control, and waste piles. Approach This fact sheet contains details on the specific measures required to prevent or reduce pollutants in stormwater runoff associated with trash storage and handling. Preventative measures including enclosures, containment structures, and impervious pavements to mitigate spills, should be used to reduce the likelihood of contamination. Suitable Applications Design Objectives Maximize Infiltration Provide Retention Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials 0 Contain Pollutants Collect and Convey Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.) Design Considerations Design requirements for waste handling areas are governed by Building and Fire Codes, and by current local agency ordinances and zoning requirements. The design criteria described in this fact sheet are meant to enhance and be consistent with these code and ordinance requirements. Hazardous waste should be handled in accordance with legal requirements established in Title 22, California Code of Regulation. Wastes from commercial and industrial sites are typically hauled by either public or commercial carriers that may have design or access requirements for waste storage areas. The design criteria in this fact sheet are recommendations and are not intended to be in conflict with requirements established by the waste hauler. The waste hauler should be contacted prior to the design of your site trash collection areas. Conflicts or issues should be discussed with the local agency. Designing New Installations Trash storage areas should be designed to consider the following structural or treatment control BMPs: ■ Design trash container areas so that drainage from adjoining roofs and pavement is diverted around the area(s) to avoid run-on. This might include berming or grading the waste handling area to prevent run-on of stormwater. ■ Make sure trash container areas are screened or walled to prevent off -site transport of trash. CALFORn1A5 ORNv ATER _ .I Ili i, I'.l li January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com SD-32 Trash Storage Areas ■ Use lined bins or dumpsters to reduce leaking of liquid waste. ■ Provide roofs, awnings, or attached lids on all trash containers to minimize direct precipitation and prevent rainfall from entering containers. ■ Pave trash storage areas with an impervious surface to mitigate spills. ■ Do not locate storm drains in immediate vicinity of the trash storage area. ■ Post signs on all dumpsters informing users that hazardous materials are not to be disposed of therein. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of" redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed. Additional Information Maintenance Considerations The integrity of structural elements that are subject to damage (i.e., screens, covers, and signs) must be maintained by the owner/operator. Maintenance agreements between the local agency and the owner/operator may be required. Some agencies will require maintenance deed restrictions to be recorded of the property title. If required by the local agency, maintenance agreements or deed restrictions must be executed by the owner/operator before improvement plans are approved. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May zooz. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, zooz. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July zooz. 2 of 2 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Outdoor Material Storage Areas SD-34 Design Objectives Maximize Infiltration Provide Retention J - Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials `� `�� ✓ Contain Pollutant Collect and Convey Description Proper design of outdoor storage areas for materials reduces opportunity for toxic compounds, oil and grease, heavy metals, nutrients, suspended solids, and other pollutants to enter the stormwater conveyance system. Materials may be in the form of raw products, by-products, finished products, and waste products. The type of pollutants associated with the materials will vary depending on the type of commercial or industrial activity. Approach Outdoor storage areas require a drainage approach different from the typical infiltration/detention strategy. In outdoor storage areas, infiltration is discouraged. Containment is encouraged. Preventative measures include enclosures, secondary containment structures and impervious surfaces. Suitable Applications Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. Design Considerations Some materials are more of a concern than others. Toxic and hazardous materials must be prevented from coming in contact with stormwater. Non -toxic or non -hazardous materials do not have to be prevented from stormwater contact. However, these materials may have toxic effects on receiving waters if allowed to be discharged with stormwater in significant quantities. Accumulated material on an impervious surface could result in significant impact on the rivers or streams that receive the runoff. Material may be stored in a variety of ways, including bulk piles, containers, shelving, stacking, and tanks. Stormwater contamination may be prevented by eliminating the possibility of r. A S a A stormwater contact with the material storage areas either through Callfornla diversion, cover, or capture of the stormwater. Control measures na""'aa may also include minimizing the storage area. Design requirements cuaINY AssodaWn January 2003 California Stormwater BMP Handbook 1 of 3 New Development and Redevelopment www.cabmphandbooks.com SD-34 Outdoor Material Storage Areas for material storage areas are governed by Building and Fire Codes, and by current City or County ordinances and zoning requirements. Control measures are site specific, and must meet local agency requirements. Designing New Installations Where proposed project plans include outdoor areas for storage of materials that may contribute pollutants to the stormwater conveyance system, the following structural or treatment BMPS should be considered: ■ Materials with the potential to contaminate stormwater should be: (i) placed in an enclosure such as, but not limited to, a cabinet, shed, or similar structure that prevents contact with runoff or spillage to the stormwater conveyance system, or (z) protected by secondary containment structures such as berms, dikes, or curbs. ■ The storage area should be paved and sufficiently impervious to contain leaks and spills. ■ The storage area should slope towards a dead-end sump to contain spills and direct runoff from downspouts/roofs should be directed away from storage areas. ■ The storage area should have a roof or awning that extends beyond the storage area to minimize collection of stormwater within the secondary containment area. A manufactured storage shed may be used for small containers. Note that the locations) of installations of where these preventative measures will be employed must be included on the map or plans identifying BMPs. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of" redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed Additional Information Stormwater and non-stormwater will accumulate in containment areas and sumps with impervious surfaces. Contaminated accumulated water must be disposed of in accordance with applicable laws and cannot be discharged directly to the storm drain or sanitary sewer system without the appropriate permits. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May zooz. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, zooz. 2 of 3 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Outdoor Material Storage Areas SD-34 Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002. January 2003 California Stormwater BMP Handbook 3 of 3 New Development and Redevelopment www.cabmphandbooks.com ATTACHMENT G NOT USED ATTACHMENT H CONCEPTUAL WQMP SITE PLAN U } C DRAINAGE AREA SUMMARY LEGEND Q 0 c FLOW LINE DRAINAGE AREA BOUNDARY I° y _-- -_"_�- _ - _- EXISTING STORM DRAIN 180 LF OF 96" PIPE ® \ �� PROPOSED STORM DRAIN o 'ff sO�S u w w ` mil `� ��i-LLJ �� 1� DA-# DRAINAGE AREA NAME o9,700 ( AC o7,400 TOTAL ACREAGE / f �r ow C CP-# DISCHARGE POINT z a NOTE: REDUCTION IS BASED ON 20% FOR DENSITY, 20% PERVIOUS AREA e FOR MIXED USE, 107. FOR URBAN CENTER, AND 10%00 ° .v vv FOR REDEVELOPMENT (50% MAX PER ORANGE !,�rP•f�% w� p; `` cc N co E COUNTY TECHNICALNGUIDANCE DOCUMENT) �` jam' W ®\ \ \ \\`\ \ \ \\ I POTENTIAL STORAGE SYSTEM. �""� z Q r ' ,z f l \ \ I ALL LOCATIONS AND SIZES O PROPOSED INFILTRATION FACILITIES ARE SIZED PER ! 5� - ,-'/ I �'� \ \ \ \ \ ` I ARE APPROXIMATE. w co a ° THE EXISTING DRAINAGE AREA BOUNDARIES 1 1 I 1 \ 11 \ 111 O o N '%'`` 500 LF OF 96" PIPE 1 1 1 11 1 �� I i APPROXIMATE AREA TRIBUTARY Q X TO SANTIAGO CREEK /��\ o o Q O_ (HYDROMODIFICATION ZONE) �� z w _ I Q N ''G/ I ❑❑ 1 W 1 1 Elf D O_ CA / �+VO '�f/ \ SLLI ,J �lil 1 1 1 1 III, w VV > V03 0 W p I I I 11 =o no!f /' - S L• I III I ° '� 4.48 W 0 / V CP-D \ - S O Q a c / / �y"u Q2=10.4 \ J' - _ _ 1 _ Il P ', I I m 6 m�4 I A i II 1 to 0 Q CD LLJ N �a I i I / ' I 1 jl it II i o C) J Co \ x I° I r 1 III II j II II ° U w �I I a ° W. 2D.4D r_ U w o I l it l wo � o 1 Ill I I I 1 I I O O U U m lm 1 I I III 1 O- � CN m > c g o I I I i it o< Q } m m l I� i t' 1 1 I i it Q w m a ly LL I I I I+ Y ¢ vl Q w it o.. ., �� .. BEDFORD ------------------------ - c - - t�i� 1 ❑ ,q� o s a _ �� / I I a w ----------------------- II U 0 ` IIII g m i 0000 x °' t � I I I✓ °Uj I I I I I I -; \ DA-E3°o 1 o ° -1 DI I As �� ° // IVIJI �, ♦ �� ° DA-05 C / 12.48 / v I I 1 � I .. , �� . ♦ I I I Y I I 1 u. I° Irn l E o -a " y ♦ ° LO CD o c I- b S S 1 o o - o I 1 � ° 7 .� u�w E I le o .� ��w� � I� I I o l l i i�� 1 1 S S 1�l W Q N c - `� Irn 1 0 _ I o b b "\ U O I ° I 0 �F 0 10 OF Uj ✓ - �� " { o 1 ^ 1 ! ✓✓ 1 �" 3.76 I�"l 1 / 6 PIPE (' �{L 1 � �wIIII I � � Q Q law ° LO J m J IQICI 1 1 z LU>< C 1 J 1 r r +" .r '�� .y / / ofN 1 J w a Y; 111 .. �. 11 N Qa�xQ a z \ DA-E2u 100y LF OF 96" PIPE N uIWLL III z J J Q l e \ 011 y. LL u W 200 LF 96" PIPLU I I I I I Z a w o ., i , ° \�`� ° I /,ALL •1�f1 ° -----� ------ s+-�-f� 1 o-------- ---------------------------- - ------------------------------------ - ------ - m_ _ _ _------------------------ - W W --- - - - - - - - - - - - - - - - - - - e ° S S IN S- - - - - - - z z L� c s n cns -GAs )GAS - -------- - - - - - - - - - - - - - - -- CP-C --- G/tS --- - Q ----------------- --- W °° t ; CP-E2 - - - - - - - -� - Q2=19.7 - ----------_------ - - z ` Q2=0.2 __ -------MAIN STREET-------- \� -- - _ GRAPHIC SCALE IN FEET U Q - - - - - - - - - - - Y-TAT - - - -T- - - - T T T- - - - -T- - - - ° -T- - - - - - - - - - - - - ~ - - - - E ® o ----°- -- ----- m.. -- - ---------------------- ----- - --------------------------------- --- SHEET NUMBER `e---------- -- ------------------------------------------- -- --------------' --- ------ --- 4 - ------------- - ---- ° T 4r e--�� !II/ ---------------- f�3-------- R t �� _ ~r ` - i r -n�� O I r T I r o ° _ __7 fC-------------°e CC o a Parcel %Impervious C A (acres) Reduction Depth (inches) Volume (cubic feet) Adj Volume (cubic feet) 1 90% 0.825 5.44 50.0% 0.8 13, 000 6, 500 2 90% 0.825 1.63 50.0% 0.8 3, 900 2, 000 3 90% 0.825 1.91 50.0% 0.8 4, 600 2, 300 4 90% 0.825 1.76 50.0% 0.8 4, 200 2,100 5 90% 0.825 2.83 50.0% 0.8 6,800 3,400 6 90% 0.825 22.9 50.0% 0.8 54, 900 27, 500 7 90% 0.825 4.05 50.0% 0.8 4, 900 8 90% 0.825 3.08 50.0% 0.8 3, 700 9 90% 0.825 1.97 50.0% 0.8 4,700 2,400 10 90% 0.825 1.66 50.0% 0.8 4, 000 2, 000 Not a Part 90% 0.825 2.94 50.0% 0.8 7,000 3,500 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix D. Traffic Impact Study City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. MAINPLACE MALL TRANSFORMATION PROJECT Traffic Impact Study Prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Kimley>>> Horn Expect More. Experience Better. January 2019 This Page Intentionally Left Blank City of Santa Ana Main Place Mall Transformation Project TABLE OF CONTENTS traffic Impact Study Section Page No. 1 INTRODUCTION...........................................................................................................................................................1 1.1 Background......................................................................................................................................................1 1.1.1 Fashion Square Commercial Center Final EIR -1983........................................................................1 1.1.2 Addendum to the Final EIRfor MainPlace/ Santa Ana —2000.........................................................2 2 PROPOSED PROJECT DESCRIPTION 2.1 Project Location...............................................................................................................................................3 2.2 Proposed Project.............................................................................................................................................3 3 ANALYSIS SCENARIOS AND METHODOLOGY.............................................................................................................11 3.1 Analysis Scenarios.........................................................................................................................................11 3.2 Study Area and Intersections........................................................................................................................11 3.3 Intersection Analysis Methodology...............................................................................................................12 3.3.1 Roadway Segment Analysis.............................................................................................................12 3.4 Performance Criteria.....................................................................................................................................13 3.5 Significance Thresholds.................................................................................................................................13 4 EXISTING TRAFFIC ENVIRONMENT/AREACONDITIONS............................................................................................14 4.1 Existing Transportation System.....................................................................................................................14 4.2 Existing Transportation Improvements.........................................................................................................15 4.3 Transit Service...............................................................................................................................................16 5 EXISTING TRAFFIC CONDITIONS................................................................................................................................19 5.1 Existing Traffic Volumes................................................................................................................................21 5.2 Peak Hour Intersection Analysis....................................................................................................................21 5.3 Daily Roadway Analysis.................................................................................................................................25 6 PROPOSED PROJECT TRAFFIC...................................................................................................................................26 6.1 Project Trip Generation.................................................................................................................................26 6.2 Project Trip Distribution and Assignment.....................................................................................................29 7 EXISTING PLUS PROPOSED PROJECT CONDITIONS...................................................................................................41 7.1 Peak Hour Intersection Analysis....................................................................................................................41 7.2 Daily Roadway Analysis.................................................................................................................................41 8 EXISTING PLUS CURRENT PROJECT ENTITLEMENTS..................................................................................................49 8.1 Peak Hour Intersection Analysis....................................................................................................................49 4 55 KimleyoHorn P age I i City of Santa Ana Main Place Mall Transformation Project traffic Impact Study FIGURES Figure1— Vicinity Map..................................................................................................................................................5 Figure2 — Existing Site Plan...........................................................................................................................................7 Figure3 — Project Site Plan............................................................................................................................................9 Figure 4 — Existing Lane Configuration and Traffic Control.........................................................................................17 Figure 5 — Existing Peak Hour Traffic Volumes............................................................................................................23 Figure 6A— Project Trip Distribution Assumptions - Retail.........................................................................................31 Figure 6B— Project Trip Distribution Assumptions - Hotel..........................................................................................33 Figure 6C — Project Trip Distribution Assumptions - Office.........................................................................................35 Figure ED— Project Trip Distribution Assumptions - Residential- ................................................................................37 Figure 7 — Project -Related Traffic Volumes.................................................................................................................39 Figure 8— Existing Plus Proposed Project Traffic Volumes..........................................................................................47 Figure 9— Existing Plus Current Project Entitlements Traffic Volumes.......................................................................51 TABLES Table 1: MainPlace Mall Summary of Approved and Proposed Land Uses...................................................................4 Table 2: Traffic Study Area Intersections.....................................................................................................................11 Table 3: Level of Service Ranges..................................................................................................................................12 Table 4: City of Santa Ana Arterial Highways Capacity Values....................................................................................13 Table 5: City of Orange Arterial Daily Capacity Threshold Assumptions.....................................................................13 Table 6: Intersection Operations: Existing Conditions.................................................................................................21 Table 7: Roadway Segment Analysis: Existing Conditions...........................................................................................25 Table 8: Project Trip Generation.................................................................................................................................27 Table 9: Currently Entitled Development Trip Generation..........................................................................................28 Table 10: Trip Generation Comparison........................................................................................................................29 Table 11: Intersection Operations: Existing Plus Proposed Project.............................................................................43 Table 12: Roadway Segment Analysis: Existing Plus Proposed Project.......................................................................46 Table 13: Intersection Operations: Comparison of Existing Plus Proposed Project to Existing Plus Current Project Entitlements................................................................................................................................................53 APPENDICES Appendix A —Traffic Data Collection Worksheets Appendix B — Intersection Analysis Worksheets Appendix C—School District Boundaries KimleyoHorn Page I r City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study 1 INTRODUCTION This Traffic Impact Study has been prepared to evaluate the potential traffic effects associated with the proposed Main Place Mall Transformation Project (Main Place Project, or Proposed Project), which includes revitalization of the Main Place Mall and adoption of the Main Place Specific Plan. Main Place Mall has evolved over several decades from the original Fashion Square project approved in 1983, to the present mall of approximately 1,130,000 square feet (sf) of commercial uses. The site has not yet been developed to its full potential; existing entitlements allow for the additional development of up to 1,500,000 sf of office use, 400 hotel rooms, and additional commercial square footage. The Main Place Specific Plan proposes changes to the approved land use plan, as discussed in the Proposed Project section of this report. This analysis has been undertaken to analyze whether the proposed Main Place Project would result in any new or substantially more severe significant environmental impacts as compared to the conclusions discussed in the Fashion Square Commercial Center Final Environmental Impact Report (EIR) (1983). The purpose of this analysis is to document whether any new traffic -related impacts would occur based on the proposed updates to the Project (described below) pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 1516 (et seq). 1.1 Background 1.1.1 Fashion Square Commercial Center Final EIR -1983 In 1983, the Santa Ana Fashion Square development consisted of an approximately 512,595-sf open-air retail mall on the site of the current Main Place Mall. The Fashion Square Commercial Center Subsequent Final EIR was prepared to evaluate the potential impacts associated with rehabilitation and redevelopment of the site as a mixed -use commercial center with 1,600,000 sf of retail space, 1,500,000 sf of office space, and 1,200 hotel rooms. The Final EIR was certified by the City of Santa Ana in 1983. The Final EIR included the following recommended traffic -related mitigation measures to reduce the traffic impacts of the proposed Fashion Square Commercial Center project: 1. Contribute a one percent (1%) assessment fee to the Joint City of Santa Ana and City of Orange Transportation System Improvement Program (TSIP) to fund needed transportation improvements in the area. 2. Provide funding for the construction of freeway ramps on the west side of Fashion Square to link the Santa Ana Freeway with a public road surrounding the project. 3. Widen Main Street along the Fashion Square frontage to provide 4 southbound lanes and a 26-foot-wide median island to accommodate dual northbound left -turn lanes. 4. Construct a public roadway around the west side of the site from the intersection of Owens Drive (now Memory Lane)/North Broadway to the intersection of Main Street/Town and Country Road. SA. Modify the intersection of the Mall Entrance at Main Street to accommodate two entry and exit lanes, a left -turn pocket, and left -turn phasing. 513. Reconstruct the median island on Town and Country Road to provide a westbound left -turn lane. Kimley>»Horn Page 11 City of Santa Ana MainPlace Mall Transformation Project Traffic Impact Study 6. Install traffic signals at the intersection of La Veta Avenue at Bedford Road and at the intersection of Bristol Avenue/La Veta Road at the SR-57 southbound off -ramp. 7. Develop a Transportation System Management (TSM) Program to maximize use of transit, ride - sharing and staggering of work hours. 8. Provide second -level access from a future transit station on Main Street to minimize at -grade pedestrian crossings of Main Street. The Final EIR concluded that even with these project -specific improvements, the project would have a significant impact on the streets and freeways surrounding the project, and that full development of Fashion Square would depend on the completion of other local street and freeway improvements to accommodate the project traffic. 1.1.2 Addendum to the Final EIR for MainPlace / Santa Ana — 2000 Addendum (ER 96-033) to the Environmental Impact Report for Proposed MoinPloce/Santa Ana Expansion noted that the existing MainPlace Regional Shopping Center had approximately 1.1 million sf of leasable retail space. Subsequent entitlements in 2000 revised the allowed land uses approved in 1983. The vesting tentative parcel map approved in 2000 would allow up to 1,509,255 sf of retail, 1,500,000 sf of office space, and 400 hotel rooms. With regards to traffic, the Addendum concluded the following: "The proposed expansion modifications are not estimated to result in any additional significant impacts compared to those identified in the Traffic Study for Fashion Square EIR. The measures identified to mitigate the anticipated impacts of the Fashion Square Commercial Center served to mitigate a much larger project than the proposed expansion and that which exists as MainPlace. The measures are more than adequate to mitigate the estimated impacts of the proposed MainPlace Expansion." Kimley>»Horn Page 12 City of Santa Ana MainPlace Mall Transformation Project Traffic Impact Study 2 PROPOSED PROJECT DESCRIPTION 2.1 Project Location The approximately 49.04-acre project site is currently occupied by the existing MainPlace Mall in the City of Santa Ana (City). The project site location is shown in its regional setting on Figure 1, Vicinity Map. A site plan for the existing site is provided on Figure 2, Existing Site Plan. The site is in the northern portion of the City and is generally bordered on the north by State Route 22 (SR-22 — the Garden Grove Freeway); on the south by MainPlace Drive and commercial development south of MainPlace Drive; on the east by Main Street; and on the west by Interstate 5 (1-5 — the Santa Ana Freeway). Primary arterial access to the Specific Plan area is from Main Street, Town and Country Road, and Broadway, which provide access to 1-5 and SR-22. A four -lane perimeter access road, MainPlace Drive, serves as a ring road around the north, west, and south sides of MainPlace Mall, and connects to the surrounding street system in four locations: • A signalized intersection at Main Street, aligned with Town and Country Road, near the northeast corner of the project site; • A signalized intersection at Main Street, aligned with Memory Lane, at the southeast corner of the project site; • An unsignalized intersection with Bedford Road, on the north side of the site; and • A signalized intersection with North Broadway, on the south side of the site. In addition, access to the project site includes the following: One signalized driveway on Main Street, at the center of the MainPlace Mall frontage, aligned with East City Place Drive; Two unsignalized right-in/right-out only driveways on Main Street, and Several internal driveways along MainPlace Drive, which provide access to the parking areas around MainPlace Mall. The project site is currently designated in the City's General Plan as District Center and existing zoning is General Commercial (C2), which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Land uses surrounding the project site are predominantly large roadways and freeways and commercial uses, with limited residential in the vicinity. The Discovery Science Center is located approximately 800 feet to the south. 2.2 Proposed Project The total building area for MainPlace Mall is currently 1,130,000 sf of commercial / retail uses within an enclosed mall building. There are 4,882 parking spaces in surface parking lots and 3 parking structures. The MainPlace Mall is currently entitled for the following additional development: 379,255 sf of additional retail space, bringing the retail square footage to a total of 1,509,255 sf; 1,500,000 sf of office space, and 400 hotel rooms. Kimley>»Horn Page 13 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study The applicant wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use by adding residential uses in a mixed - use setting. The Proposed Project site plan is shown on Figure 3, Project Site Plan. As proposed, the Project would consist of the following additional development: 270,000 sf of commercial (bringing the total commercial development to 1,400,000 sf); 750,000 sf of office; 400 hotel rooms; and 1,900 multi -family residential units. Table 1 provides a comparison of the originally approved project and the currently entitled project to the proposed land use mix for the project site. Table 1: Main Place Mall Summary of Approved and Proposed Land Uses Land Use Originally Approved (1983) Currently Entitled (2000) Proposed Project Difference from Currently Entitled Commercial (sf) 1,600,000 1,509,255 1,400,000 (109,255) Office (sf) 1,500,000 1,500,000 750,000 (750,000) Hotel (rooms) 1,200 400 400 0 Residential(du) 0 0 1,900 1,900 sf = square feet; du = dwelling units The following changes in the transportation system would also be constructed as part of the Project: The segment of Main Place Drive between Main Street and Bedford Road would be realigned; and A traffic signal would be constructed at the intersection of Main Place Drive at Bedford Road. Kimley>»Horn Page 14 Iwo Figure 1 Vicinity Map City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project traffic Impact Study Kimley*Horn Page 16 Figure 2 Existing Site Plan Kimley»Horn City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project traffic Impact Study Kimley*Horn Page 18 LEGEND �••� Project Boundary ---- Parcel Line Commercial Core Mixed -Use z N BROADWAY ST Figure 3 Project Site Plan PARC //�� \ 10 PARCEL 6 I! Y 5 fREEF� [ _ .v ._.______.___-__.- _ , r--' _-T___"_ Ef G City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project traffic Impact Study Kimley*Horn Page 110 City of Santa Ana MainPlace Mall Transformation Project Traffic Impact Study 3 ANALYSIS SCENARIOS AND METHODOLOGY 3.1 Analysis Scenarios This traffic analysis provides an evaluation of morning and evening peak hour intersection and daily roadway operations for the following scenarios: Existing (2018) Conditions Existing Plus Proposed Project In addition, a comparison of peak hour intersection analysis results for Existing Plus Current Entitlements conditions, compared to the Existing Plus Proposed Project is provided. 3.2 Study Area and Intersections Table 2 identifies the traffic study area intersections analyzed in the study. The table shows thejurisdiction in which the intersection is located, existing traffic control at the intersection, whether the intersection is in a Major Development Area (MDA) of Santa Ana, and the target Level of Service for that intersection. Table 2: Traffic Study Area Intersections Int. # Intersection Jurisdiction Traffic Control MDA Intersection LOS Standard 1 Main St at Chapman Ave City of Orange S D 2 Bedford Rd at La Veta Ave City of Orange S D 3 Main St at La Veta Ave City of Orange S D 4 La Veta Ave at SR-22 WB Ramps Caltrans S D 5 Bedford Rd at MainPlace Dr City of Santa Ana U D 6 Main St at MainPlace Dr/Town and Country City of Santa Ana S X E 7 Town and Country at SR-22 EB Ramps Caltrans S D 8 Main St at City Place Dr/Mall Entrance City of Santa Ana S X E 9 N. Broadway at MainPlace Dr City of Santa Ana S X E 10 Main St. at MainPlace Dr/Memory Ln City of Santa Ana S X E 11 Memory Ln at Lawson Way City of Santa Ana S X E 12 N. Broadway at 1-5 SB Off -ramp Caltrans S D 13 Main St at Edgewood Rd./I-5 Ramps Caltrans S D 14 N. Broadway at 1-5 NB Off -ramp Caltrans Yield D 15 Santa Clara Ave at N. Broadway City of Santa Ana S X E 16 Main St at Santa Clara Ave / 1-5 NB Ramp Caltrans S D 17 N. Broadway at Buffalo Ave City of Santa Ana S X E 18 Main St at Buffalo Ave/ 1-5 SB Ramp City of Santa Ana S D 19 N. Broadway at 17" St City of Santa S D 20 Main St at 17" St City of Santa S D 21 Parker St at La Veta Ave City of Orange S D 22 Parker St at Town and Country Rd City of Orange S D S= Signalized; U = Unsignalized; MDA= Major Development Area Kimley>»Horn Page 111 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study 3.3 Intersection Analysis Methodology The cities of Santa Ana and Orange use the Intersection Capacity Utilization (ICU) capacity methodology for signalized intersections and the Highway Capacity Manual (HCM) delay methodology for unsignalized intersections. For intersections under the jurisdiction of Caltrans, the HCM methodology for signalized intersections is used. The ICU methodology provides a comparison of the theoretical hourly vehicular capacity of an intersection to the number of vehicles actually passing through that intersection during a given hour. The results of the evaluation are reported in terms of Level of Service (LOS), which is represented by letter grades A (excellent, free -flow conditions) through F (severely congested conditions). Using the HCM methodology, Level of Service is based on the average vehicle delay, expressed in seconds of delay per vehicle, for all movements at signalized and all -way stop -controlled intersections. For one- way or two-way stop -controlled intersections, Level of Service is based on the average delay for the approach with the highest delay. As with the ICU methodology, the average seconds of delay per vehicle translates into a corresponding Level of Service, ranging from LOS A, representing uncongested, free - flowing conditions; to LOS F, representing congested, over -capacity conditions. Table 3 identifies each Level of Service category for both methodologies, and the corresponding intersection capacity utilization or vehicle delay: Table 3: Level of Service Ranges LOS ICU Methodology (WC Ratio) HCM Methodology (Seconds of delay per vehicle) Signalized Unsignalized A <0.60 <10 <10 B 0.61-0.70 >10-20 >10-15 C 0.71-0.80 >20-35 >15-25 D 0.81-0.90 >35-55 >25-35 E 0.91-1.00 >55-80 >35-50 F > 1.00 > 80 > 50 LOS = Level of Service; ICU = Intersection Capacity Utilization; HCM = Highway Capacity Manual; V/C = volume -to -capacity 3.3.1 Roadway Segment Analysis Roadway segments are evaluated by comparing the daily traffic volume on a roadway segment to the daily capacity of that segment. Daily capacity is based on the roadway configuration, including number of travel lanes and the presence or lack of a center roadway divider. Table 4 and Table 5 show the roadway capacity assumptions for the cities of Santa Ana and Orange, respectively. Kimley>»Horn Page 112 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study Table 4: City of Santa Ana Arterial Highways Capacity Values Type of Arterial Level of Service A B C D E F 8 Lanes Divided 45,000 52,500 60,000 67,500 75,000 - 6 Lanes Divided 33,900 39,400 45,000 50,600 56,300 - 4 Lanes Divided 22,500 26,300 30,000 33,800 37,500 - 4 Lanes Undivided 15,000 17,500 20,000 22,500 25,000 - 2 Lanes Divided 9,000 12,000 15,000 20,000 22,000 - 2 Lanes Undivided 7,500 8,800 10,000 11,300 12,500 - Source: City of Santa Ana General Plan, and OCTA Guidance for Administration of the Orange County Master Plan of Arterial Highways, August 2017. Table 5: City of Orange Arterial Daily Capacity Threshold Assumptions Facility Type Daily Capacity LOS D LOS E Principal -8Lanes Divided 67,500 75,000 Major -6Lanes Divided 50,700 56,300 Primary -4Lanes Divided 33,750 37,500 Secondary -4Lanes Divided 21,600 24,000 Commuter -2Lanes Divided 20,000 22,000 Commuter- 2 Lanes Undivided 10,800 12,000 Source: City of Orange General Plan Circulation Element, and OCTA Guidance for Administration of the Orange County Master Plan of Arterial Highways, August 2017. 3.4 Performance Criteria The Level of Service standard for peak hour intersection operation for the cities of Santa Ana and Orange, and for Caltrans is LOS D with one exception. Where a Santa Ana intersection is located in an area designated as a Major Development Area (MDA), the Level of Service standard is LOS E. 3.5 Significance Thresholds At intersections under the jurisdiction of the City of Santa Ana or the City of Orange, the Project impact is generally considered to be significant if the project -related traffic causes a deficient Level of Service; or if the intersection is already deficient, the Project impact would be significant if the project -related increase to the ICU is 0.01 or greater. For State-controlled intersections, the Project impact is generally considered to be significant if the project -related traffic causes a deficient Level of Service; or if the intersection is already deficient in the pre -project condition, the existing measure of effectiveness (MOE) should be maintained. Kimley>»Horn Page 113 City of Santa Ana MainPlace Mall Transformation Project Traffic Impact Study 4 EXISTING TRAFFIC ENVIRONMENT/AREA CONDITIONS 4.1 Existing Transportation System Regional access to the site is provided by 1-5 and SR-22. 1-5 is located along the southwest side of the project site, and SR-22 is located along the north side of the site. Local access to the project vicinity is provided by the following roadways. Main Street is a north -south roadway that forms the project site's eastern boundary and provides direct access to the site. Along the project frontage, Main Street provides three travel lanes in the southbound direction, and four travel lanes in the northbound direction, with a raised/painted median. The posted speed limit south of MainPlace Drive is 35 miles per hours (mph) and 40 mph to the north in the City of Orange. On -street parking is generally not allowed on either side of the street. Main Street is classified as a Major Arterial on the City of Santa Ana Circulation Element. On the City of Orange Circulation Element, Main Street is classified as a Principal Arterial between La Veta Avenue and the City boundary, and as a Major Arterial north of La Veta Avenue. MainPlace Drive is a road that provides two travel lanes in each direction, and encircles the project site on the north, west, and south sides. Several project site driveways connect to MainPlace Drive. The posted speed limit is 35 mph. Parking is prohibited on both sides of the road. Bedford Road is a north -south roadway that runs parallel to Main Street and connects to MainPlace Drive at an unsignalized intersection at the north edge of the project site. North of the project site, Bedford Road is a two-lane overcrossing over SR-22, and then continues past single-family homes on the west side of the street, and office parking on the east side of the street to its signalized intersection with La Veta Avenue. Bedford provides one travel lane in the southbound direction, and two travel lanes in the northbound direction, with a painted two-way left -turn lane. Parking is allowed on the west side of the road, in front of the single-family homes. At its intersection with La Veta Avenue, the north leg of Bedford Road is signed and configured with a "pork chop" median to prohibit northbound and southbound through traffic across La Veta Avenue. North Broadway is a north -south roadway that runs parallel to Main Street and connects to MainPlace Drive at a signalized intersection at the south edge of the project site. North Broadway provides two travel lanes in each direction, with a raised / painted median. The speed limit is 40 mph, and parking is prohibited on both sides of the road. North Broadway is classified as a Secondary Arterial on the City of Santa Ana Circulation Element. La Veta Avenue is an east -west roadway located approximately 1,000 feet north of the project site in the City of Orange. West of Main Street, La Veta Avenue provides two to three travel lanes in each direction, with a painted median, and a speed limit of 45 mph. East of Main Street, La Veta Avenue has three lanes in both directions, and a speed limit of 35 mph. La Veta Avenue is classified as a Major Arterial on the City of Orange Circulation Element. Town and Country Road is an east -west roadway in the City of Orange that aligns with the northern terminus of MainPlace Drive at Main Street, and that extends approximately one-half mile eastward, ending at Memory Lane. Town and Country Road is a four -lane divided roadway and is classified as a Primary Arterial on the City of Orange Circulation Element. The posted speed limit is 35 mph, and parking is allowed on both sides of the street east of Lawson Way. Kimley>»Horn Page 114 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study Memory Lane is an east -west roadway in the City of Santa Ana that aligns with the southern terminus of Main Place Drive at Main Street. Memory Lane extends eastward from Main Street, and then curves northward to connect with Parker Street in the City of Orange. Memory Lane is a six -lane divided roadway between Main Street and Lawson Way, narrowing to a four -lane divided roadway to the City boundary, and narrowing to two lanes divided in the City of Orange. Memory Lane is classified as a Major Arterial on the City of Santa Ana Circulation Element, and as a Primary and a Secondary Arterial on the City of Orange Circulation Element. The posted speed limit is 35 mph, and on -street parking is prohibited. Santa Clara Avenue is an east -west roadway, located approximately one-half mile south of Main Place Mall. Santa Clara Avenue provides two travel lanes in each direction and aligns with the 1-5 northbound on -ramp at Main Street. On -street parking is prohibited between North Broadway and Main Street. 4.2 Existing Transportation Improvements Existing study intersection configurations and traffic control for the study intersections and study roadway configurations are shown on Figure 4, Existing Lane Configuration and Traffic Control. Many of the transportation system improvements currently in place were constructed as part of the mitigation program for the Fashion Square project to accommodate the full development contemplated in the Fashion Square Final EIR. Specifically, eight traffic -related mitigation measures were identified in the Fashion Square Final EIR (listed on pages 1 and 2 of this report), seven of which were implemented as planned during the initial phases of development of the Mall. The remaining mitigation measure, which required the developer of the Mall to "[p]rovide funding for the construction of a pair of new freeway ramps on the west side of Fashion Square linking the Santa Ana Freeway with a public road surrounding the project' (the future Main Place Drive) was determined to be infeasible, and replaced with an obligation to contribute to the cost of other ramps then planned by Caltrans. This change was documented in a 1992 amendment to the Participation Agreement between the City's Redevelopment Agency and the Mall developer (Third Amendment to Participation Agreement, p. 2.), which explained: "It has now been determined that the ramps specified in the Participation Agreement cannot be constructed, but that ramps providing substantially similar value to the transportation system are planned for construction...." The alternative ramps identified in the amended Participation Agreement, consisting of an off -ramp from southbound 1-5 to North Broadway and an on -ramp from Main Street to northbound 1-5, were thereafter constructed. Accordingly, all of the traffic improvements the Redevelopment Agency and City determined were necessary to accommodate the original project have been implemented. Further, significant additional vehicular capacity has been provided by other local street improvements and freeway facilities that have been completed in the vicinity of the project site since the certification of the Fashion Square Final EIR: • Completion of the North Broadway overcrossing and reconfiguration of the 1-5 freeway ramps, providing more direct access to North Broadway and Main Place; • Widening of Owens Drive (now called Memory Lane) east of Main Street, and reconfiguration of the intersection of Memory Lane at Main Street; Enhancements to the intersection of Main Street at Main Place Access Drive; Improvements to the intersection of Main Street at Main Place Drive/Town and Country Road Kimley>»Horn Page 115 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study Improvements along La Veta Avenue, including at the intersection of Main Street at La Veta Avenue. In addition, improvements planned as part of the Santa Ana Freeway Interstate 5 (1-5) High Occupancy Vehicle (HOV) Lane Improvement Project between SR-55 to SR-57 will provide one additional HOV lane in each direction to provide additional HOV capacity and reduce freeway congestion. As a part of the HOV improvements, that project includes changes to the street system near the project site, including the removal of the southbound off -ramp and northbound on -ramp HOV structures at the intersection of Main Street at Edgewood Road. The HOV improvement study concluded that the project would result in the elimination of critical bottlenecks on the HOV network, thereby increasing HOV activity and facilitating HOV throughput. The project would result in a redistribution of local traffic through nearby streets and intersections. However, it would not substantially impact any of the analyzed intersections, and no locations would be negatively affected by elimination of the Main Street direct HOV ramps. Therefore, the HOV Lane Improvement Project is not expected to affect operations on Main Street. 4.3 Transit Service Public transit service in the project vicinity is provided by the Orange County Transportation Authority (OCTA). The following OCTA bus stops are near the project site: on the east and west sides of Main Street, south of Main Place Drive/Town and Country Road, on the east side of Main Street, between City Place Drive and Memory Lane, and on the south side of Memory Lane, east of Main Street. The following discussion provides a brief description of the OCTA transit routes that operate on the arterials serving the project site. OCTA Route 53153X operates between the City of Anaheim and the City of Irvine via Main Street. Route 53 operates seven days a week, from approximately 4:00 AM to 11:45 PM, with 10- to 20-minute headways (the interval between bus arrivals) on weekdays, and 15- to 20-minute headways on weekends. Route 53X is an express weekday service that operates from approximately 5:50 AM to 7:15 PM, with 20- minute headways. Route 53X operates along Main Street between Katella Avenue and MacArthur Avenue, with limited stop locations; Main Place Mall is one of the stops for 53X. OCTA Route 54 operates between the City of Garden Grove and the City of Orange via Chapman Avenue. Route 54 operates seven days a week, from 4:45 AM to 11:40 PM on weekdays, 6:00 AM to 10:00 PM on Saturday, and 6:30 AM to 10:30 PM on Sundays and holidays with 15- to 30-minute headways. OCTA Route 56 operates between the City of Garden Grove and the City of Orange, traveling along La Veta Avenue in the project vicinity. Route 56 operates seven days a week, from 5:00 AM to 10:00 PM on weekdays, 7:00 AM to 8:00 PM on Saturday, and 7:00 AM to 8:00 PM on Sundays and holidays with 30- minute to one -hour headways on weekdays, and 70- to 90-minute headways on weekends. OCTA Route 83 operates between the City of Anaheim and the City of Laguna Hills, traveling along Main Street in the project vicinity. Route 83 operates seven days a week, from 4:45 AM to 12:55 AM on weekdays, with 20- to 25-minute headways; 5:40 AM to 11:58 PM on Saturday, and 5:30 AM to 11:15 PM on Sundays and holidays with 20-minute to 1-hour headways. Kimley>»Horn Page 116 Figure 4 Existing Lane Configuration and Traffic Control NOT TO SCALE 1. Main St at 2. Bedford Rd at 3. Main St at 4. La Veta Ave at 5. Bedford Road at 6. Main St at MainPlace Dr/ 7. Town & Country at Chapman Ave La Veta Ave La Veta Ave SR-22 WB Ramps MainPlace Dr Town & Country SR-22 EB Ramps • t� Is• • : T JJ 1Is Is Is • 11ttf : �- 1 f'�' • 11fff f' F i ttt�' Is 1f�- F D 8. Main St at City Place Dr/ g. Broadway at MainPlace Dr 10. Main St at MainPlace Dr/ 11. Memory Lane at Lawson Way 12. Broadway at 1-5 NB Off Ramps 13. Main St at Edgewood Rd/ 14. Broadway at 1-5 SB Off Ramp Mall Entrance Memory Ln 1-5 HOV Ramps t� Is 11 tttt- 1 lit r Is 11 ttt- 1 t- tt �'' tt �- --� 11ttt- 15. Broadway at 16. Main St at Santa Clara Ave/ 17. Broadway at 18. Main St at Buffalo Ave/ 19. Broadway at 20. Main St at 21. Parker St at Santa Clara Ave -15 NB Ramps Buffalo Ave I-5 SB Ramps 17th St 17th St La Veta Ave � � 1l1l 11�� ll lllllll IIllll llI Is Is ttf Is Is 22. Parker St at Town & Country LEGEND: D // f� = Project Site • /� OX = Study Intersection 1 t r = Turn or Through Lane II D = Signal y=btopirieiabign D = De facto Right -Turn Lane Kimley>>> Horn 17 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study KimlepMorn Page 118 City of Santa Ana Main Place Mall Transformation Project traffic Impact Study OCTA Route 453 is a Metrolink Station Route that operates weekdays only between the Orange Transportation Center and St. Joseph's Hospital in the City of Orange, traveling along Main Street in the project vicinity. Route 453 operates on weekdays only, traveling southbound only (from the station to St. Joseph's Hospital) in the morning, from 5:44 to 9:05 AM, with 20- to 40-minute headways; and northbound only (from St. Joseph's Hospital to the station) in the evening, from 3:29 to 5:38 PM, with 10- to 30-minute headways. The Route 453 alignment includes stops at the Main Place Drive/Town and Country bus stops, in both the northbound and southbound directions. Kimley>»Horn Page 119 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 120 City of Santa Ana MainPlace Mall Transformation Project 5 EXISTING TRAFFIC CONDITIONS 5.1 Existing Traffic Volumes Traffic Impact Study Existing traffic counts were collected in Fall 2018. Existing traffic volumes for the study intersections and the study roadway segments are shown on Figure 5, Existing Peak Hour Traffic Volumes. Copies of the traffic count data forms are provided in Appendix A. 5.2 Peak Hour Intersection Analysis Existing peak hour operations at the study intersections were evaluated using the methodologies described previously, and the results are summarized on Table 6. Intersection analysis worksheets are provided in Appendix B. All study intersections are currently operating at an acceptable Level of Service (LOS D or better, except that LOS E is acceptable for intersections located within an MDA), with the following exception: #7 —Town and Country Road at SR-22 Eastbound Ramps — PM peak hour, LOS F Table 6: Intersection Operations: Existing Conditions Int. # Intersection Jurisdiction Traffic Control LOS Standard AM Peak Hour PM Peak Hour ICU/ Delay LOS ICU/ Delay LOS 1 Main St at Chapman Ave Orange S D 0.716 C 0.702 C 2 Bedford Rd at La Veta Ave Orange S D 0.579 A 0.564 A 3 Main St at La Veta Ave Orange S D 0.546 A 0.591 A 4 La Veta Ave at SR-22 WB Ramps Caltrans S D 26.8 C 24.2 C 5 Bedford Rd at MainPlace Dr Santa Ana U D 9.3 A 11.7 B 6 Main St at MainPlace Drive/ Town and Country Santa Ana S E 0.466 A 0.586 A 7 Town and Country at SR-22 EB Ramps Caltrans S D 36.5 D 82.3 F 8 Main St at City Place Drive/ Mall Entrance Santa Ana S E 0.371 A 0.400 A 9 N. Broadway at MainPlace Dr Santa Ana S E 0.514 A 0.664 B 10 Main St at MainPlace Dr/ Memory Ln Santa Ana S E 0.452 A 0.465 A 11 Memory Ln at Lawson Way Santa Ana S E 0.271 A 0.285 A 12 N. Broadway at 1-5 NB Off -Ramp Caltrans S D 6.9 A 5.4 A 13 Main St at Edgewood Rd/ 1-5 HOV Ramps Caltrans S D 40.2 D 32.8 C 14 N. Broadway at 1-5 SB Off -Ramp Caltrans U D 0.2 A 0.2 A 15 N. Broadway at Santa Clara Ave Santa Ana S E 0.854 D 0.739 C 16 Main St at Santa Clara Ave/ 1-5 NB Ramps Caltrans S D 36.3 D 37.8 D Kimley>»Horn Page 121 City of Santa Ana Main Place Mall Transformation Project traffic Impact Study Table 6: Intersection Operations: Existing Conditions AM Peak Hour PM Peak Hour ICU/ ICU/ Traffic LOS Int. # Intersection Jurisdiction Control Standard Delay LOS Delay LOS 17 N. Broadway at Buffalo Ave Santa Ana S E 0.494 A 0.541 A Main St at Buffalo Ave/ 18 Caltrans S D 21.6 C 28.7 C 1-5 SB Ramps 19 N. Broadway at 17th St Santa Ana S D 0.758 C 0.793 C 20 Main St at 17th St Santa Ana S D 0.796 C 0.752 C 21 Parker St at La Veta Ave Orange S D 0.591 A 0.687 B 22 Parker St at Town and Country Orange S D 0.418 A 0.513 A S = Signalized; U = Unsignalized; ICU = Intersection Capacity Utilization; LOS = Level of Service Bold and shaded values indicate intersections operating at LOS E or F per City standards. For signalized intersections, intersection operation is expressed in volume -to -capacity (V/C) ratio using the ICU methodology. For unsignalized intersections, LOS is expressed in average seconds of delay per peak hour vehicle, based on the methodology outlined in the 2010 Highway Capacity Manual. Kimley>»Horn Page 122 Figure 5 Existing Traffic Volumes 1. Main St at 2. Bedford Rd at 3. Main St at 4. La Veta Ave at 5. Bedford Road at 6. Main St at 7, Tow & County at Chapman Ave La Veta Ave La Veta Ave SR-22 WB Ramps MalnPlace Dr MalnPlace Dd S&2n EB Ramps Town & Country 12/20 o n \ 0 121/201 ry �\ t]3/93 o n m L49B 43] i rv'� 0 110/41B F3L2/J00 J l �— 14/502 � n`l/0]0 J F30/50 J F55/101 11 �— Evl , y j y r235/160 r194/149 4 r3,5/25, r301/429 3fiJ/603y g p 14 3/21 1 L r25a/29, L r62/25 n49'StP 5fifi/502y 1035/624y ti 91gtP 5ID/413y 0Ao2211tP D/65y ,0n2411tr 5fi/I15y 249/6951gtr 09/J9y 3J1/93y e m 301 /149� m i3 P22/103� o m o e m L50/9W� w 2/D, m^ o ]2/133� — 99/41� a m ma� 8. Main St at 9, Broadway at 10. Main St at 11. Memory Lane at 12. Broadway at 13. Main St at 14. Broadway at City Place Dr/ MalnPlace Dr MalnPlace Dr/ Lawson Way I-5 NB Off Ramps Edgewood Rd/ 1-5 SB Off Ramp Mall Entrance Memory Ln 1-5 HOV Ramps �� L16/52 L11/5z Lfi/n L„2/Js 211/1. ZV17 y y y 405/353 �{ y y 199/212 y j y 0/fi j �{ y L ^90/941/1 I r13/41y +,�� t I r ,31/9fi a 100/303y �{ ` t 209/313 a 250/230tIt r 9/311 6/169� a D/96�� 0 BO/65�n�Agey 009� _ _ 16. Main St at 18. Main St at 15. Broadway at Santa Clara Ave/ 17. Broadway at Buffalo Ave/ 19. Broadway at 20. Main St at 21. Parker St at Santa Clara Ave I-15 NB Ramps galo Ave 1-5 SB Ramps 17th St 17th St La Veta Ave -52/3+20 �3/2 �114�06] 244 2iiv a/9] r\t9 kvi o _[/ 2/0 a t t 5 0/ 2100I6]5/5//21wD]]1 yya 620/5195 m 2114/310 09/I66 y/ 309/SB6 //IS0]1 �a �mmmt m 2/5,n 44/60 / 22. Parker St at Town & Country t14/s _139, rt/,3 3/9 LEGENDea . ir p =Studylnb w =A MP Hour Tuming Mweme,M1 volume Kimley*Horn 23 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study KimlepMorn Page 124 City of Santa Ana MainPlace Mall Transformation Project 5.3 Daily Roadway Analysis Traffic Impact Study Roadway Level of Service analysis was conducted based on the roadway capacities presented previously in this report. Table 7 indicates that each of the study roadway segments is currently operating at an acceptable Level of Service (LOS D or better, except that LOS E is acceptable for roadway segments located within an MDA). Table 7: Roadway Segment Analysis: Existing Conditions Existing Target Existing Roadway Segment Jurisdiction Configuration LOS ADT LOS Chapman Ave to La Veta Ave Orange 6 Lanes Divided D 29,664 B La Veta Ave to MainPlace Dr/ Santa Ana 6 Lanes Divided D 35,291 B Town and Country Rd Main Street MainPlace Dr / Town and Santa Ana 6 Lanes Divided E 29,094 A Country Rd to Memory Ln Memory Ln to Santa Clara Ave Santa Ana 6 Lanes Divided D 30,433 A Santa Clara Ave to 17th St Santa Ana 4 Lanes Divided E 31,257 D 3 Lanes Bedford Road La Veta Ave to MainPlace Dr Santa Ana D 7,323 A Undivided MainPlace Dr to Santa Clara North Santa Ana 4 Lanes Divided D 26,964 C Ave Broadway Santa Clara Ave to 17th St Santa Ana 4 Lanes Divided D 28,567 C La Veta Ave to Town and Parker Street Orange 2 Lanes Divided D 12,083 A Country Rd La Veta Main St to SR-22 WB Ramps Orange 6 Lanes Divided D 23,034 A Avenue Town and Main St to SR-22 EB Ramps Orange 4 Lanes Divided D 17,862 A Country Road MainPlace 4 Lanes N. Broadway to Main St Santa Ana E 10,320 A Drive Undivided Memory Lane Main St to Lawson Way Santa Ana 6 Lanes Divided D 10,035 A Santa Clara 4 Lanes N. Broadway to Main St Santa Ana D 9,377 A Avenue Undivided Buffalo 2 Lanes N. Broadway to Main St Santa Ana D 4,268 A Avenue Undivided LOS = Level of Service; ADT = Average Daily Traffic Kimley>»Horn Page 125 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study 6 PROPOSED PROJECT TRAFFIC 6.1 Project Trip Generation The Proposed Project would allow for the construction of new development on the areas within the project site currently used for parking. The new development would consist of: 270,000 sf of commercial (bringing the total commercial square footage to 1,400,000 sf); 750,000 sf of office; 400 hotel rooms, and 1,900 multi -family residential units. Daily and peak hour trips for the Proposed Main Place Project were estimated using the Institute of Transportation Engineers (ITE) Trip Generation Monuol (10" Edition) trip rates for the following ITE land uses: • Shopping Center (Land Use 820) • General Office (Land Use 710) Hotel (Land Use 310) Multi -family Housing— Mid -Rise (Land Use 221) The trip rates and the estimated project trip generation are shown on Table 8. The Proposed Project is estimated to generate 31,178 vehicle trips on a daily basis, with 1,996 trips in the morning peak hour and 2,968 trips in the evening peak hour. Table 8 also shows the trips associated with the existing Main Place Mall development (1,130,000 sf of commercial development), and the total estimated trip generation for the existing Main Place Mall plus the Proposed Main Place Project. Table 9 identifies the number of trips that would generated by the Main Place Mall if it were to develop to its full potential as currently approved and entitled (Current Project Entitlements). Table 10 is a comparison of the trips associated with the Current Project Entitlements and the Proposed Project. The table shows that the Proposed Project would generate 6,251 fewer daily trips than the Current Project Entitlements, with 165 fewer morning peak hour trips, and 995 fewer evening peak hour trips. Kimley>»Horn Page 126 City of Santa Ana MainPlace Mall Transformation Project traffic Impact Study Table 8: Project Trip Generation Land Use ITE Code Unit Trip Generation Rates' AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Shopping Center 820 KSF 37.750 0.583 0.36 0.940 1.829 1.981 3.81 General Office Building 710 KSF 9.740 0.998 0.16 1.160 0.184 0.966 1.15 Hotel 310 Room 8.360 0.277 0.19 0.470 0.306 0.294 0.60 Multi -family Housing (Mid -Rise) 221 DU 5.440 0.094 0.266 0.360 0.268 0.172 0.440 Land Use Quantity Unit Trip Generation Estimates AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Existing Main Place Development (2018) Shopping Center 1,130.00 1 KSF 1 42,658 1 659 1 403 1 1,062 1 2,067 1 2,239 4,306 Main Place Proposed Project Shopping Center 270.00 KSF 10,193 157 96 253 494 535 1,029 General Office Building 750.00 KSF 7,305 749 122 871 138 725 863 Hotel 400 Room 3,344 111 77 188 122 118 240 Multi -family Housing (Mid -Rise) 1,900 DU 10,336 179 505 684 509 327 836 Subtotal MainPlace Project Trips 31,178 1,196 800 1,996 1,263 1,705 2,968 Total Existing MainPlace Development (2018) Plus Main Place Proposed Project Shopping Center 1,400.00 KSF 52,851 816 499 1,315 2,561 2,774 5,335 General Office Building 750.00 KSF 7,305 749 122 871 138 725 863 Hotel 400 Room 3,344 111 77 188 122 118 240 Multi -family Housing (Mid -Rise) 1,900 DU 10,336 179 505 684 509 327 836 Total 2018 Existing + Proposed Project 73,836 1,855 1,203 3,058 3,330 3,944 7,274 Internal Capture (8%AM, 18%PM) Z -12,130 -148 -96 -244 -599 -710 1309 Pass -By Reduction for Retail (15%) 3 -656 - - - -315 -341 -656 Total Project Trips 61,050 1,707 1,107 2,814 2,416 2,893 5,309 1. Source: Institute of Transportation Engineers (ITE) Trip Generation Manual. 10'h Edition 2. Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition; Note: The Daily Internal Capture is the weighted average of the AM and PM Internal Capture 3. Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition; Pass -by rates are not provided for the AM peak hour. For a conservative analysis, the PM peak hour pass -by rate was reduced from 34%to 15%. The Daily pass - by is the sum of the PM peak hour inbound and outbound pass -by trips. Kimley>»Horn Page 127 City of Santa Ana MainPlace Mall Transformation Project traffic Impact Study Table 9: Currently Entitled Development Trip Generation Land Use ITE Code Unit Trip Generation Rates' AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Shopping Center 820 KSF 37.750 0.583 0.36 0.940 1.829 1.981 3.81 General Office Building 710 KSF 9.740 0.998 0.16 1.160 0.184 0.966 1.15 Hotel 310 Room 8.360 0.277 0.19 0.470 0.306 0.294 0.60 Land Use Quantity Unit Trip Generation Estimates AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Existing MainPlace Development (2000) Shopping Center 1,108.08 1 KSF 41,830 646 396 1,042 2,027 1 2,195 4,222 Current MainPlace Entitlement (2000) Shopping Center 401.175 KSF 15,144 234 143 377 734 795 1,529 General Office Building 1,500.00 KSF 14,610 1,497 243 1,740 276 1,449 1,725 Hotel 400 Room 3,344 111 77 188 122 118 240 Subtotal MainPlace Project Trips (2000) 33,098 1,842 463 2,305 1,132 2,362 3,494 Existing MainPlace Development (2000) Plus Current MainPlace Entitlement (2000) Shopping Center 1,509.255 KSF 56,974 880 539 1,419 2,761 2,990 5,751 General Office Building 1,500.00 KSF 14,610 1,497 243 1,740 276 1,449 1,725 Hotel 400 Room 3,344 111 77 188 122 118 240 Total Existing Development (2000) + Current Entitlement (2000) 74928 2488 859 3,347 3,159 4,557 7,716 Internal Capture (11% AM,8% PM) Z -6,833 -274 -94 -368 -253 -365 -618 Pass -By Reduction for Retail (15%) 3 -794 - - - -381 -413 -794 Total Year 2000 Project Trips 67,301 2,214 765 2,979 2,525 3,779 6,304 1. Source: Institute of Transportation Engineers (ITE) Trip Generation Manual. 101h Edition 2. Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3`d Edition; Note: The Daily Internal Capture is the weighted average of the AM and PM Internal Capture 3. Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3`d Edition; Pass -by rates are not provided for the AM peak hour. For a conservative analysis, the PM peak hour pass -by rate was reduced from 34%to 15%. The Daily pass -by is the sum of the PM peak hour inbound and outbound pass -by trips. Kimley>»Horn Page 128 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study Table 10: Trip Generation Comparison Scenario Trip Generation Estimates AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Proposed Project 61,050 1,707 1,107 2,814 2,416 2,893 5,309 Current Project Entitlements 67,301 2,214 765 2,979 2,525 3,779 6,304 Difference (Proposed Project minus Current Project Entitlements) _6,251 -507 342 -165 -109 -886 -995 6.2 Project Trip Distribution and Assignment Project trip distribution assumptions for the project site were developed based on existing traffic patterns and the likely origins and destinations of site employees, patrons, and residents of the Proposed Project. Separate trip distribution assumptions were developed for the commercial, office, hotel, and residential components of the Project, as shown on Figures 6A through 6D, respectively. Assignment of the Project trips takes into account the location and configuration of the project site access points. Based on the trip distribution and assignment assumptions, the new trips to be added to the street system by the Proposed Project were calculated and are shown on Figure 7, Proposed Project -Related Traffic Volumes. A component of the residential trip -making is trips associated with getting school -aged children to and from the area schools. The ITE trip generation rates for residential uses includes all trip purposes, including work trips, shopping trips, and trips associated with schools. The project site is located partially in the boundaries of the Santa Ana Unified School District and partially in the Orange Unified School District. The closest Santa Ana Unified School District schools are: Hoover Elementary Sierra Intermediate Santa Ana High School The closest Orange Unified School District schools are: West Orange Elementary Portola Middle School Orange High School School district maps showing the school district boundaries and the locations of these schools are provided in Appendix C. The locations of the schools in relation to the project site were taken into account when developing the trip distribution assumptions for the residential component of the Project. Kimley>»Horn Page 129 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 130 5% 5% (R NOT TO SONS 5% 5% 5% 5% Figure 6A Project Trip Distribution Assumptions - Retail Kimley»)Horn 31 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 132 10% 5% (R NOT TO SONS 10% 10% Figure 6B Project Trip Distribution Assumptions - Hotel Kimley»)Horn 33 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 134 10% 5% (R NOT TO SONS 5% 5% 10% Figure 6C Project Trip Distribution Assumptions - Office Kimley»)Horn 35 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 136 10% 10% (R NOT TO SONS 5% 10% Figure 6D Kimley))Horn Project Trip Distribution Assumptions - Residential 37 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 138 Figure 7 Proposed Project -Related Traffic Volumes owl 1. Main St at 2. Bedford Rd at 3. Main St at 4. La Veta Ave at 5. Bedford Road at 6. Main Stat MalnPlace Dd 7 Town & Country, at Chapman Ave La Veta Ave La Veta Ave SR-22 WB Ramps MalnPlace Or Town & Country, SR-22 EB Ramps o 1 J 1 r73/55 24/21 J j f 1 rsissa 11 r66/56 r9a/63 ,]/39y � R ♦ /� 1 I I 49/36y 38/67 1 J2/,3ay T s,10s 1 na/zu 1 36/53y ♦ I r 3,vi 1 r 6`/0,lab/2]0� 0/ fib/119y 8. Main St at g, Broadway at y 10. Main St at 11. Memory Lane at 12. Broadway at 13. Main St at 14. Broadway at City Place Dr/ MalnPlace Or MalnPlace Dr/ Lawson Way I-5 NB Off Ramps Edgewood Rd/ I-5 SB Off Ramp Mall Entrance Memory Ln 1-5 HOV Ramps C �`J/] \ m m Lfi1/58 m m m t5fi/a8 \ t6a/a0 J1L F21 /Ifi l4 t75/58 �—BI/53 / �-9/J d 1 r5n dl dlL 53/97 24/02 r� } 13/26y 56/95� q m o n ]0/121y 34/75S a m m 30/52y 52/90S N �m fi/l0y as/m \ 15. Broadway at 16. Main St at 17. Broadway at 18. Main St at 19. Broadway at 20. Main St at 21. Parker St at Santa Clara Ave Santa Clara Ave/ I-15 NB Ramps Buffalo Ave Buffalo Ave/ I-5 SB Ramps 17th St 17th St La Veta Ave NCm '�3a/ia L d l d 1 �gn2, L L 4 S 11 S•—,2/2, y.—,2/26 d 29/261 } fi0/55 r� �1 t t t 23/19 a ♦ } T 16/15y I 1/2y al 10/1]y I 3/20y I 1]/IDy I 22. Parker St at Town & Country, 1 Is LEGEND. r p=3Wdylnt�mw X%/W =AMIPM Peak Hour Tuming M meM V.I. -xz/-W =n ii Paoby Td,m Kimlep Horn 39 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study KimlepMorn Page 140 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study 7 EXISTING PLUS PROPOSED PROJECT CONDITIONS Project -related trips for the Proposed Project were added to existing conditions peak hour and daily traffic volumes to develop Existing Plus Proposed Project traffic forecast volumes. Morning and evening peak hour intersection volumes and daily roadway volumes for this scenario are shown on Figure 8, Existing Plus Proposed Project Traffic Volumes. 7.1 Peak Hour Intersection Analysis A summary of the intersection Level of Service for the Existing Plus Proposed Project condition is provided on Table 11. Intersection analysis worksheets are provided in Appendix B. As shown in the table, all traffic study area intersections would continue to operate at an acceptable Level of Service with the addition of the Proposed Project traffic, with the following exception: #7 —Town and Country Road at SR-22 Eastbound Ramps — PM peak hour, LOS F This intersection was shown to be operating at LOS F under Existing Condition and would continue to do so with the addition of Proposed Project traffic. For State-controlled intersections, the Project impact is generally considered to be significant if the project -related traffic causes a deficient Level of Service; or if the intersection is already deficient in the pre -project condition, the existing measure of effectiveness (MOE) should be maintained. Therefore, based on the significance criteria, the Proposed Project would not result in a significant impact. 7.2 Daily Roadway Analysis A summary of the roadway Level of Service for the Existing Plus Proposed Project condition is provided on Table 12. The table indicates that each of the study roadway segments would continue to operate at an acceptable Level of Service with the addition of the Proposed Project traffic. Kimley>»Horn Page 141 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 142 City of Santa Ana MainPlace Mall Transformation Project Traffic Impact Study Table 11: Intersection Operations: Existing Plus Proposed Project AM Peak Hour PM Peak Hour Existing + Existing + Existing Project Existing Project ICU/ ICU/ ICU/ ICU/ Int. Traffic LOS Project Impact Project Impact # Intersection Jurisdiction Control Standard Delay LOS Delay LOS Impact Sig? Delay LOS Delay LOS Impact Sig? Main St at 1 Chapman Ave Orange S D 0.716 C 0.811 D 0.095 No 0.702 C 0.738 C 0.036 No Bedford Rd at La 2 Orange S D 0.579 A 0.698 B 0.119 No 0.564 A 0.667 B 0.103 No Veta Ave Main St at La Veta 3 Orange S D 0.546 A 0.635 B 0.089 No 0.591 A 0.705 C 0.114 No A 4 La Veta Ave at SR- Caltrans S D 26.8 C 24.0 C -2.8 No 24.2 C 26.2 C 2.0 No 22 WB Ramps Bedford Rd at 5 Santa Ana U D 9.3 A 12.8 B 3.5 No 11.7 B 21.9 C 10.2 No MainPlace Dr Main St at 6 MainPlace Dr/ Santa Ana S E 0.466 A 0.565 A 0.099 No 0.586 A 0.688 B 0.102 No Town and Country Town and Country 7 Caltrans S D 36.5 D 47.7 D 11.2 No 82.3 F 119.1 F 36.8 No at SR-22 EB Ramps Main St at City 8 Place Dr/ Mall Santa Ana S E 0.371 A 0.481 A 0.110 No 0.400 A 0.522 A 0.122 No Entrance N Broadway at 9 Santa Ana S E 0.514 A 0.576 A 0.062 No 0.664 B 0.785 C 0.121 No MainPlace Dr Main St at 10 MainPlace Dr/ Santa Ana S E 0.452 A 0.540 A 0.088 No 0.465 A 0.568 A 0.103 No Memory Ln Page 143 City of Santa Ana MainPlace Mall Transformation Project Traffic Impact Study Table 11: Intersection Operations: Existing Plus Proposed Project AM Peak Hour PM Peak Hour Existing + Existing + Existing Project Existing Project ICU/ ICU/ ICU/ ICU/ Int. Traffic LOS Project Impact Project Impact # Intersection Jurisdiction Control Standard Delay LOS Delay LOS Impact Sig? Delay LOS Delay LOS Impact Sig? Memory Ln at 11 Santa Ana S E 0.271 A 0.310 A 0.039 No 0.285 A 0.326 A 0.041 No Lawson Way N. Broadway at 1-5 12 Caltrans S D 6.9 A 8.0 A 1.1 No 5.4 A 6.3 A 0.9 No NB Off -Ramp Main St at 13 Edgewood R/1-5 Caltrans S D 40.2 D 46.2 D 6.0 No 32.8 C 36.3 D 3.5 No HOV Ramps N. Broadway at 1-5 14 Caltrans U D 0.2 A 0.2 A 0.0 No 0.2 A 0.2 A 0.0 No SB Off -Ramp N. Broadway at 15 Santa Ana S E 0.854 D 0.906 E 0.052 No 0.739 C 0.814 D 0.075 No Santa Clara Ave Main St at Santa 16 Clara Ave/1-5 NB Caltrans S D 36.3 D 40.2 D 3.9 No 37.8 D 54.0 D 16.2 No Ramps N. Broadway at 17 Santa Ana S E 0.494 A 0.518 A 0.024 No 0.541 A 0.580 A 0.039 No Buffalo Ave Main St at Buffalo 18 Caltrans S D 21.6 C 22.7 C 1.1 No 28.7 C 35.7 D 7.0 No Ave/1-5 SB Ramps N.Broadway at 19 Santa Ana S D 0.758 C 0.779 C 0.021 No 0.793 C 0.836 D 0.043 No 17th St 20 Main St at 17th St Santa Ana S D 0.796 C 0.813 D 0.017 No 0.752 C 0.782 C 0.030 No Page 144 City of Santa Ana MainPlace Mall Transformation Project traffic Impact Study Table 11: Intersection Operations: Existing Plus Proposed Project AM Peak Hour PM Peak Hour Existing + Existing + Existing Project Existing Project ICU/ ICU/ ICU/ ICU/ Int. Traffic LOS Project Impact Project Impact # Intersection Jurisdiction Control Standard Delay LOS Delay LOS Impact Sig? Delay LOS Delay LOS Impact Sig? Parker St at La 21 Veta Ave Orange S D 0.591 A 0.596 A 0.005 No 0.687 B 0.700 B 0.013 No Parker St at Town 22 and Country Orange S D 0.418 A 0.423 A 0.005 No 0.513 A 0.519 A 0.006 No S = Signalized; U = Unsignalized; ICU = Intersection Capacity Utilization; LOS = Level of Service; Bold and shaded values indicate intersections operating at LOS E or F per City standards. For signalized intersections, intersection operation is expressed in volume -to -capacity (V/C) ratio using the ICU methodology. For unsignalized intersections, Level of Service is expressed in average seconds of delay per peak hour vehicle, based on the methodology outlined in the 2010 Highway Capacity Manual. Page 145 City of Santa Ana MainPlace Mall Transformation Project Traffic Impact Study Table 12: Roadway Segment Analysis: Existing Plus Proposed Project Roadway Segment Jurisdiction Existing Configuration Target LOS Existing ADT Project ADT Existing + Project ADT LOS Chapman Ave to La Veta Ave Orange 6 Lanes Divided D 29,664 5,668 35,332 B La Veta Ave to MainPlace Dr / Town and Country Rd Santa Ana 6 Lanes Divided D 35,291 7,360 42,651 C Main Street MainPlace Dr / Town and Country Rd to Memory Ln Santa Ana 6 Lanes Divided E 29,094 6,809 35,903 B Memory Ln to Santa Clara Ave Santa Ana 6 Lanes Divided D 30,433 7,277 37,710 B Santa Clara Ave to 17th St Santa Ana 4 Lanes Divided E 31,257 4,452 35,709 E Bedford Road La Veta Ave to MainPlace Dr Orange 3 Lanes Undivided D 7,323 4,578 11,901 B MainPlace Dr to Santa Clara Ave Santa Ana 4 Lanes Divided D 26,964 4,059 31,023 D Broadway Santa Clara Ave to 17th St Santa Ana 4 Lanes Divided D 28,567 2,839 31,406 D Parker Street La Veta Ave to Town and Country Rd Orange 2 Lanes Divided D 12,083 216 12,299 B La Veta Avenue Main St to SR-22 WB Ramps Orange 6 Lanes Divided D 23,034 4,380 27,414 A Town and Country Road Main St to SR-22 EB Ramps Orange 4 Lanes Divided D 17,862 1,635 19,497 A MainPlace Drive N. Broadway to Main St Santa Ana 4 Lanes Undivided E 10,320 4,179 14,499 A Memory Lane Main St to Lawson Way Santa Ana 6 Lanes Divided D 10,035 1,280 11,315 A Santa Clara Avenue N. Broadway to Main St Santa Ana 4 Lanes Undivided D 9,377 921 10,298 A Buffalo Avenue N. Broadway to Main St Santa Ana 2 Lanes Undivided D 4,268 176 4,444 A LOS = Level of Service; ADT = Average Daily Traffic Page 146 Figure 8 Existing Plus Proposed Project Traffic Volumes G) NOT TO WAF f Main St at 1. Main St at 2. Bedford Rd at 3. Main St at 4. La Veta Ave at 5. Bedford Road at 7, Tow & Country at Chapman Ave La Veta Ave La Veta Ave SR-22 WB Ramps MalnPlace Dr MalnPlace Dd S&2n EB Ramps Town & Country —221/z9� a tag/�96 o m taae/4a] �L'ono/aye M N n m a P m " 1dN Im1 —429/]62 Zi/20 —3zz/]60 1" 1 j F351/535 —453/499 " I 1 �-30/56 1 I" j —129/165 nmm 1 1 �-65/1]i �{ y yr301/20fi f r +66/232 2 y yr366/31fi r301/4]9 �[ y y r3/21 y y r269/20] �{ y y rfi2/25 143/140 J 371/357> 147/340 132/337 J • % 265/6fi9 J 566/562y I6J5/659� 55z/54]—� 364/i13—� D/65y 66/LI6� 68/]9—� 15/253� y 61 /219� a� 62/2P➢� m 9 /1D2� a 2/11, 0 36/252� 8. Main Stat g, Broadway at 10. Main St at 11. Memory Lane at 12. Broadway at 13. Main St at 14. Broadway at City Place Dr/MalnPlace MalnPlace Dk Lawson Way I-5 NB Off Ramps Edgewood Rd/ 1-5 SB Off Ramp Dr MemoryLn 1-5 HOV Ramps Mall Entrance 'I\�0 6`fis/uz �77/11e m m �11/52 o d C �6/17 m 6`169/1z1 �'P\° n �`1sa/11a m 1e I� IT 1 I —199/201 —324/220 i i 1m 1> r465/353 1 H/ 41/2 1 40/ 9ti I I 63/162 —� 11 21 �6 —� 1 I �3 6 /2o6ti I I 9/,, � 59 /11B� 212/244, N �" J9/186� n 2/3� 16. Main St at 18. Main St at 15. Broadway at Santa Clara Ave/ 17. Broadway at Buffalo Ave/ 19. Broadway at 20. Main St at 21. Parker St at Santa Clara Ave I-15 NB Ramps Buffalo Ave 65 SB Ramps 17th St 17th St La Veta Ave > 15za siF1/o 1y 1 I1 —less/1z6 0 1 —a5/6m 94/s] r\a1l6a]g//2e1I56 295/s7 /3 269/1 0 13/196 30D2S%l2J1y�1 62'Iy�11 � 221//03^Iy�11 9/36I1�1 21 96 195/3641 131/220 11199/m /1 30371 31b/61ay/5 �mm] nwin ]a/fi], N�n ]3/Oy aJ6/306,a4/H ais m 22. Parker St at Town & Country `�1a/as J1 S r a/13 ,]3/zs311 t P 7.1-11FI-11:11 Kimlep Horn 47 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study KimlepMorn Page 148 City of Santa Ana Main Place Mall Transformation Project Traffic Impact Study 8 EXISTING PLUS CURRENT PROJECT ENTITLEMENTS For comparison purposes, project -related trips associated with the current entitlements (2000) were added to existing peak hour and daily traffic volumes to develop Existing Plus Current Project Entitlements traffic forecast volumes. Morning and evening peak hour intersection volumes and daily roadway volumes for this scenario are shown on Figure 9, Existing Plus Current Project Entitlements Traffic Volumes. 8.1 Peak Hour Intersection Analysis Table 13 provides a summary of the intersection Level of Service for the Existing Plus Current Project Entitlements condition compared to the Existing Plus Proposed Project. Intersection analysis worksheets are provided in Appendix B. Review of this table shows that the traffic associated with the Proposed Project generally would result in slightly lower volume -to -capacity (v/c) ratios or delay values at most intersections, when compared to the results for the Current Project Entitlements. Intersection #7—Town and Country Road at SR-22 Eastbound Ramps, would operate at LOS F in the evening peak hour for either Project scenario, but would have 8.6 fewer seconds of delay in the Proposed Project scenario, compared to the Current Project Entitlements results. In addition, the Current Project Entitlements scenario would cause Intersection # 16 — Main Street at Santa Clara Avenue/1-5 SB Ramps to worsen to LOS E, whereas the intersection would operate at LOS D under the Proposed Project scenario. Kimley>»Horn Page 149 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study Kimley>»Horn Page 150 Figure 9 Existing Plus Current Project Entitlements Traffic Volumes 6. Main St at 1. Main St at 2. Bedford Rd at 3. Main St at 4. La Veta Ave at 5. Bedford Road at MalnPlace Dr/ 7 Town &Country at Chapman Ave La Veta Ave La Veta Ave SR-22 WB Ramps MalnPlace Or SRwn EB Ramps Town & Country i]2/93 i2/M \ n n r i.1/mi m ^ C i00/106 w O m i44B/93J '° i110/91B F322/]BO w�� —351/535 � 453/499 w�� F30/5B ��w t129/165 rnn —65Tv j L ram/ms ,i rzse/nz f y L r3ss/31s r30/479 304/]13� 1i 1 L rs/n y L r210/207 L rsz/zs 143/190 r� 566/502� • % 10]5219, � 372/39 J 502/22r— % 0 t • 147/340 J D/65—. 132/337 J 06/1]0-6 2B5/669 r� 09/]B� % 15/253� 01 /219 62/220� m_ 96/126]� a 2/17� 0 30/251� 99/41� Cry 8. Main St at 9, Broadway at 10. Main St at 11. Memory Lane at 12. Broadway at 13. Main St at 14. Broadway at City Place Dr/MalnPlace MalnPlace Dr/Lawson Way I-5 NB Off Ramps Edgewood Rd/ 1-5 SB Off Ramp Or Memory Ln 1-5 HOV Ramps Mall Entrance o n\ i63/132 C a a i77/110 m m n i11/52 a p i6/1] m i160/121+4/5� m 1 t—a/z3 —62/95 �—P]2/zm t-3za/zzo Ie I t 1 L 1 l .{�I4/373 I 201B/355ti. /I.}.{. 1 n5fi/24B—� 212/P44�Ne J9/106y Bfil/929y 16. Main St at 18. Main St at 15. Broadway at Santa Clara Ave/ 17. Broadway at Buffalo Ave/ 19. Broadway at 20. Main St at 21. Parker St at Santa Clara Ave Buffalo Ave 17th St 17th St La Veta Ave I-15 NB Ramps I-5 SB Ramps \\ i15/24\\ 1O m �`60/,3/B �`fi5/6B i33/25 n a o d n a a� J 1 L l 1 y i°90 r94/9] L J L L J L r2-9s/S,2fi5 J L r3°%, L r^es%5K 34/,4B a T 167/256 J f t 2/0 tr 195/316970 5\ 131/220J\o t 30/37 a r 1]5/A y\ 421/507— 149/162� m1m /0— 23� P 49/66 100/ ] mt\I 119/I270y ]3/]0, \r 326/616y 475/308y302/25 m m 22. Parker St at Town & Country i1a/9s I\ In �-13/91 y y r 4/13 D3/293 J 13B/5y � t r 42/sS ti � O =Purled Slb O=SG,Ey lnbraectlon p{^'y =MNPM PWrHour Tumilp Mwemed Vdumae Kimlep Horn 51 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study KimlepMorn Page 152 City of Santa Ana MainPlace Mall Transformation Project traffic Impact Study Table 13: Intersection Operations: Comparison of Existing Plus Proposed Project to Existing Plus Current Project Entitlements AM Peak Hour PM Peak Hour Proposed Current Difference Proposed Current Difference Project Entitlement (Proposed Project Entitlement (Proposed minus minus Int. Traffic LOS ICU/ ICU/ Current ICU/ ICU/ Current # Intersection Jurisdiction Control Standard Delay LOS Delay LOS Entitlements) Delay LOS Delay LOS Entitlements) Main St at Chapman 1 Orange S D 0.811 D 0.842 D -0.031 0.738 C 0.740 C -0.002 Bedford Rd at La 2 Orange S D 0.698 B 0.724 C -0.026 0.667 B 0.664 B 0.003 Veta Ave in St at La Veta 3 Orange S D 0.635 B 0.658 B -0.023 0.705 C 0.761 C -0.056 AM La Veta Ave at SR-22 4 Caltrans S D 24.0 C 25.1 C -1.1 26.2 C 26.3 C -0.1 WB Ramps Bedford Rd at 5 Santa Ana U D 12.8 B 13.9 B -1.1 21.9 C 28.0 D -6.1 MainPlace Dr Main St at MainPlace 6 Dr/Town and Santa Ana S E 0.565 A 0.584 A -0.019 0.688 B 0.756 C -0.068 Country Town and Country at 7 Caltrans S D 47.7 D 50.7 D -3.0 119.1 F 127.7 F -8.6 SR-22 EB Ramps Main St at City Place 8 Dr/Mall Entrance Santa Ana S E 0.481 A 0.505 A -0.024 0.522 A 0.572 A -0.050 Broadway at 9 Santa Ana S E 0.576 A 0.553 A 0.023 0.785 C 0.860 D -0.075 MainPlace Dr Main St at MainPlace 10 Dr/ Memory Ln Santa Ana S E 0.540 A 0.540 A 0.000 0.568 A 0.619 B -0.051 Memory Ln at 11 Santa Ana S E 0.310 A 0.320 A -0.010 0.326 A 0.330 A -0.004 Lawson Way KlmlevoHorn Page 153 City of Santa Ana Main Place Mall Transformation Project traffic Impact Study Table 13: Intersection Operations: Comparison of Existing Plus Proposed Project to Existing Plus Current Project Entitlements AM Peak Hour PM Peak Hour Proposed Current Difference Proposed Current Difference Project Entitlement (Proposed Project Entitlement (Proposed minus minus Int. Traffic LOS ICU/ ICU/ Current ICU/ ICU/ Current # Intersection Jurisdiction Control Standard Delay LOS Delay LOS Entitlements) Delay LOS Delay LOS Entitlements) Broadway at 1-5 NB 12 Caltrans S D 8.0 A 8.3 A -0.3 6.3 A 6.1 A 0.2 Off -Ramp Main St at Edgewood 13 Caltrans S D 46.2 D 46.0 D 0.2 36.3 D 42.6 D -6.3 Rd/1-5 HOV Ramps Broadway at 1-5 SB 14 Caltrans U D 0.2 A 0.2 A 0.0 0.2 A 0.2 A 0.0 Off -Ramp Broadway at Santa 15 Santa Ana S E 0.906 E 0.937 E -0.031 0.814 D 0.868 D -0.054 Clara Ave Main St at Santa 16 Clara Ave/1-5 NB Caltrans S D 40.2 D 37.5 D 2.7 54.0 D 58.9 E -4.9 Ramps at Buffalo 17 Santa Ana S E 0.518 A 0.508 A 0.010 0.580 A 0.584 A -0.004 Broadway Main St at Buffalo 18 Caltrans S D 22.7 C 23.0 C -0.3 35.7 D 39.9 D -4.2 Ave/1-5 SB Ramps 19 Broadway at 17th St Santa Ana S D 0.779 C 0.778 C 0.001 0.836 D 0.853 D -0.017 20 Main St at 17th St Santa Ana S D 0.813 D 0.807 D 0.006 0.782 C 0.791 C -0.009 21 Parker St at La Veta Orange S D 0.596 A 0.598 A -0.002 0.700 B 0.711 C -0.011 Parker St at Town 22 and Country Orange S D 0.423 A 0.427 A -0.004 0.519 A 0.525 A -0.006 S = Signalized; U = Unsignalized; ICU = Intersection Capacity Utilization; LOS = Level of Service Bold and shaded values indicate intersections operating at LOS E or F per City standards. For signalized intersections, intersection operation is expressed in volume -to -capacity (V/C) ratio using the ICU methodology. For unsignalized intersections, Level of Service is expressed in average seconds of delay per peak hour vehicle, based on the methodology outlined in the 2010 Highway Capacity Manual. Kimlev>» Horn Page 154 City of Santa Ana Main Place Mall Transformation Project 9 CONCLUSIONS Traffic Impact Study The Proposed Main Place Project would not result in a significant Project impact at the study locations; therefore, no off -site mitigation measures at the study locations are required. The Main Place Mall Traffic Impact Study finds that potential impacts associated with the Proposed Project would either be the same or not substantially greater than those described in the Final EIR. In addition, there are no substantial changes to the circumstances under which the Proposed Project would be undertaken that would result in more severe environmental impacts than previously addressed in the Final EIR, nor has any new information regarding the potential for more severe significant environmental impacts been identified that would result in the previous analysis being inadequate. KimleyoHorn Page 155 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank traffic Impact Study KimleyoHorn Page 156 Appendix A Traffic Data Collection Worksheets ID: 18-01166-001 City: Orange Prepared by National Data & Surveying Services Main St & Chapman Ave Peak Hour Turning Movement Count Main St Cn 07.15 AM - 08.15 AM AM 142 855 102 0 oc NONE NOON 0 0 0 0 Y Q a 05.00 PM - 06.00 PM PM 223 642 137 0 AM NOON PM ♦% ♦ 4 to � 1 2 1 0 767 � 0 1519 c:�= d Q � 0 0 0 0 'tj 0 0. 143 j 1 0 140 U � 566 0 582 ♦ 2 371 0 213 1 AM NOON PM Total Vehicles (AM) PM NOON AM i«, t �►r Total Vehicles (NOON) Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom 11I1011a Q�I91 [fIll "T PM NOON AM 1 � 93 0 72 2 ♦ 782 0 429 1 r 148 0 235 0 � 0 0 0 =:> 907 0 � 776 0 2 2 1 V n +1 1 t 1+ 1003 0 514 686 188 PM O O O O O NOON 1461 0 196 463 108 AM NORTHBOUND Main St I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t mo� <O O P� a ''o00 Z Q Q Z L ♦1 i f� PM 0 ♦ 000 � ♦ ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦1 ♦ r ♦ r► O O 9� a A y°oy O O Z Q Q Z 0 oo+ O PM NOON AM n O C z m W O W 0 2) D Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) It L E* Li i«, t �►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Location: Main St&Chapman Ave Intersection Turning Movement Count City: Orange Control: Signalized NS/EW Main St Main St Total Chapman Ave Project ID: 18-01166-001 Date: 8/28/2018 Chapman Ave NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 1 0 1 2 1 0 1 2 1 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 45 88 25 0 13 167 20 0 33 89 70 0 31 81 10 0 672 38 112 22 0 15 210 31 0 40 140 83 0 44 84 17 0 836 78:�30 46 120 21 0 26 218 26 0 36 136 104 0 74 105 19 0 931 60 133 36 0 31 229 42 0 41 156 106 0 68 109 24 0 1035 52 98 29 0 30 198 43 0 26 134 78 0 49 131 12 0 880 60 72 30 0 14 181 27 0 26 119 75 0 52 123 8 0 787 44 53 26 0 14 157 32 0 30 110 87 0 38 82 12 0 685 50 81 31 0 15 134 30 0 24 101 92 0 46 92 10 0 706 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 395 757 220 0 158 1494 251 0 256 985 695 0 402 807 112 0 6532 APPROACH^/o's: 28.79% 55.17% 16.03% 0.00% 8.30% 78.51% 13.19% 0.00% 13.22% 50.88% 35.90% 0.00% 30.43% 61.09% 8.48% 0.00% PEAK MR : 07:15 AM - 08:15 AM 102 855 142 0 143 566 371 0 235 429 72 0 TOTAL 3682 PEAK MR VOL: 196 463 108 0 PEAK MR FACTOR : 0.817 0.870 0.750 0.000 0.823 0.933 0.826 0.000 0.872 0.907 0.875 0.000 0.794 0.819 0.750 0.000 0.837 0.910 0.891 0.915 0.889 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 1 0 1 2 1 0 1 2 1 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 108 145 51 0 30 157 53 0 33 111 44 0 41 153 18 0 944 110 170 52 0 34 156 96 0 30 99 60 0 90 147 20 0 964 75:00 120 167 47 0 28 157 54 0 33 109 38 0 33 102 18 0 906 121 153 57 0 28 137 54 0 32 132 50 0 42 178 13 0 997 129 165 90 0 39 183 51 0 34 138 45 0 41 192 18 0 1075 132 176 57 0 30 171 65 0 34 151 55 0 38 209 27 0 1145 127 173 54 0 35 156 58 0 44 162 56 0 42 189 25 0 1121 126 172 37 0 33 132 49 0 28 131 57 0 27 192 23 0 1007 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 973 1321 395 0 257 1249 430 0 268 1033 405 0 304 1362 162 0 8159 APPROACH^/o's: 36.18% 49.13% 14.69% 0.00% 13.27% 64.51% 22.21% 0.00% 15.71% 60.55% 23.74% 0.00% 16.63% 74.51% 8.86% 0.00% PEAK MR : 05:00 PM -06:00 PM 137 642 223 0 140 582 213 0 148 782 93 0 TOTAL 4348 PEAK MR VOL: 514 686 188 0 PEAK MR FACTOR : 0.973 0.974 0.825 0.000 0.878 0.877 0.858 0.000 0.795 0.898 0.934 0.000 0.881 0.935 0.861 0.000 0.951 0.918 0.892 0.933 0.949 ID: 18-01166-002 City: Orange Prepared by National Data & Surveying Services Bedford Rd & La Veta Ave Peak Hour Turning Movement Count Bedford Rd Cn 07.30 AM - 08.30 AM AM 11 0 0 0 n NONE NOON 0 0 0 0 Y Q a 05.00 PM - 06.00 PM PM 32 0 0 0 AM NOON PM ♦% ♦ 4 to � 1 0 0 0 359 � 0 1118 c:�= d a ca • 0 0 0� 0 0 0 0 j 0 J � 1035 0 624 ♦ 2 301 0 149 0 AM NOON PM Total Vehicles (AM) PM NOON Q AM i«, t �►r Total Vehicles (NOON) Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE � ��L��I�I�►�iQ�I:��I�l��i1 PM NOON AM 0 � 20 0 2 2 ♦ 780 0 322 1 r 139 0 175 0 � 10 0 19 =:> 865 0 � 1094 0 1 0 2 V n +1 1 t 1+ 288 0 306 0 231 PM O O O O O NOON 476 1 0 26 0 40 AM Bedford Rd I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O t ♦ ♦ O P� a O � Z Q Q Z a 9,� O Le ♦1 i f� o00 PM 0 ♦ 000 ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦ i ♦1 ♦ r ♦ r► O O 9� a A y°oy °o °o Z Q Q Z a PAS` oo+ O PM NOON AM n O C z m X O W Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) It L i«, t �►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Loca tion: Bedford Rd&La Veta Ave Intersection Turning Movement Count City: Orange Control: Signalized NS/EW Bedford Rd Bedford Rd Total La Veta Ave Project ID: 18-01166-002 Date: 8/28/2018 La Veta Ave NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 0 2 0 0 0 1 0 0 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4 0 7 0 0 0 3 0 0 160 48 0 29 53 3 5 312 5 0 10 0 0 0 6 0 0 218 65 0 29 52 0 3 388 78:�30 4 0 5 0 0 0 4 0 0 254 66 0 43 68 0 7 451 9 0 11 0 0 0 1 0 0 305 83 0 39 79 0 4 531 4 0 14 0 0 0 2 0 0 232 73 0 47 101 1 5 479 9 0 10 0 0 0 4 0 0 244 79 0 96 74 1 3 470 5 0 10 0 0 0 3 0 0 210 39 0 31 59 2 3 362 7 0 9 0 0 0 1 0 0 204 63 0 35 60 3 3 385 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 47 0 76 0 0 0 24 0 0 1827 516 0 299 596 10 33 3378 APPROACH^/o's: 38.21% 0.00% 61.79% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 77.98% 22.02% 0.00% 33.67% 61.49% 1.13% 3.72% PEAK MR 07:30 AM - 08:30 AM 0 0 11 0 0 1035 301 0 175 322 2 19 TOTAL 1931 PEAK MR VOL: 26 0 40 0 PEAK MR FACTOR : 0.722 0.000 0.714 0.000 0.000 0.000 0.688 0.000 0.000 0.848 0.907 0.000 0.931 0.797 0.500 0.679 0.825 0.688 0.861 0.841 0.909 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 0 2 0 0 0 1 0 0 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 59 0 46 0 0 0 4 0 0 129 21 0 27 161 7 4 458 50 0 51 0 0 0 5 0 0 150 23 0 39 142 5 3 468 75:00 50 0 50 0 0 0 8 0 0 140 27 0 38 182 5 4 504 58 0 38 0 0 0 9 0 0 149 30 0 36 193 3 2 518 107 0 76 0 0 0 12 0 0 152 31 0 33 218 4 1 634 73 0 51 0 0 0 9 0 0 136 32 0 34 226 3 5 569 62 0 60 0 0 0 5 0 0 177 46 0 32 175 10 0 567 64 0 44 0 0 0 6 0 0 159 40 0 40 161 3 4 521 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 523 0 416 0 0 0 58 0 0 1192 250 0 279 1458 90 23 4239 APPROACH^/o's: 55.70% 0.00% 44.30% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 82.66% 17.34% 0.00% 15.50% 81.00% 2.22% 1.28% PEAK MR 05:00 PM-06:00 PM 0 0 32 0 0 624 149 0 139 780 20 10 TOTAL 2291 PEAK MR VOL: 306 0 231 0 PEAK MR FACTOR : 0.715 0.000 0.760 0.000 0.000 0.000 0.667 0.000 0.000 0.881 0.810 0.000 0.869 0.863 0.500 0.500 0.734 0.667 0.867 0.885 0.903 ID: 18-01166-003 City: Orange Prepared by National Data & Surveying Services Main St & La Veta Ave Peak Hour Turning Movement Count Main St Cn 07.30 AM - 08.30 AM AM 169 1013 194 0 oc NONE NOON 0 0 0 0 Y Q a- 1 05.00 PM - 06.00 PM PM 230 893 142 0 AM NOON PM ♦% ♦ 4 to � 0 3 2 0 521 � 0 1032 c:�= d a ca • 0 0 0� 0 343 0 290 j 2 J � 485 0 413 ♦ 3 210 0 185 0 AM NOON PM Total Vehicles (AM) PM NOON AM <4> i«, t �►r Total Vehicles (NOON) 1135 0 1410 4 Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom Role] a►TiQiI91[fill a"T PM NOON AM 1 � 201 0 225 2 ♦ 502 0 270 2 r 251 0 309 0 � 0 0 0 =:> 985 0 � 973 0 2 3 1 V n +1 1 t 1+ 1329 0 300 919 430 PM O O O O O NOON 1532 0 82 567 294 AM NORTHBOUND Main St I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t ♦ ♦ z r O P� a O Z Q Q Z L ♦1 i f� o00 PM 0 ♦ 000 ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦< ♦1 ♦ ♦ r► O A y°oy °o °o Z Q Q Z oo+ O PM NOON AM n O C z m W O W Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) It L E* Li i«, t �►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Location: Main St&La Veta Ave Intersection Turning Movement Count City: Orange Control: Signalized NS/EW Main St Main St Total La Veta Ave Project ID: 18-01166-003 Date: 8/28/2018 La Veta Ave NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 3 1 0 2 3 0 0 2 3 0 0 2 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 9 128 98 0 19 221 18 0 57 75 33 0 65 98 41 0 762 11 126 98 0 37 278 30 0 69 75 52 0 73 39 34 0 872 78:�30 25 133 75 0 45 267 36 0 78 129 53 0 91 45 49 0 1026 14 159 72 0 64 269 36 0 99 143 44 0 68 75 57 0 1100 23 135 78 0 37 258 56 0 84 126 59 0 75 89 61 0 1081 20 190 69 0 98 219 41 0 82 87 54 0 75 61 58 0 954 19 102 45 0 49 191 33 0 59 117 53 0 60 44 52 0 824 13 175 81 0 45 196 28 0 76 87 28 0 106 55 51 0 941 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 134 1098 516 0 344 1899 278 0 604 839 376 0 613 456 903 0 7560 APPROACH%'s: 7.67% 62.81% 29.52% 0.00% 13.65% 75.33% 11.03% 0.00% 33.21% 46.12% 20.67% 0.00% 41.64% 30.98% 27.38% 0.00% PEAK MR : 07:30 AM - 08:30 AM 194 1013 169 0 343 485 210 0 309 270 225 0 TOTAL 4161 PEAK MR VOL: 82 567 294 0 PEAK MR FACTOR : 0.820 0.892 0.942 0.000 0.758 0.941 0.754 0.000 0.866 0.848 0.890 0.000 0.849 0.758 0.922 0.000 0.962 0.932 0.907 0.893 0.946 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 3 1 0 2 3 0 0 2 3 0 0 2 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 70 196 90 0 49 209 56 0 76 80 25 0 70 79 46 0 1046 68 196 99 0 39 225 43 0 79 76 38 0 77 100 54 0 1094 75:00 65 185 98 0 38 185 48 0 86 75 31 0 75 116 52 0 1054 66 209 104 0 52 213 49 0 71 81 21 0 62 104 55 0 1087 79 197 123 0 90 222 64 0 71 96 51 0 83 122 98 0 1196 97 271 117 0 43 229 66 0 75 99 52 0 59 152 56 0 1316 64 187 84 0 42 222 49 0 68 117 48 0 54 114 59 0 1108 60 264 106 0 17 220 51 0 76 101 34 0 55 114 38 0 1136 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 569 1705 821 0 320 1725 426 0 602 725 300 0 535 901 908 0 9037 APPROACH%'s: 18.38% 55.09% 26.53% 0.00% 12.95% 69.81% 17.24% 0.00% 37.00% 44.56% 18.44% 0.00% 29.01% 48.86% 22.13% 0.00% PEAK MR : 05:00 PM -06:00 PM 142 893 230 0 290 413 185 0 251 502 201 0 TOTAL 4756 PEAK MR VOL: 300 919 430 0 PEAK MR FACTOR : 0.773 0.848 0.874 0.000 0.826 0.975 0.871 0.000 0.954 0.882 0.889 0.000 0.756 0.826 0.852 0.000 0.850 0.936 0.953 0.893 0.903 ID: 18-01166-004 City: Orange Prepared by National Data & Surveying Services SR-22 WB Ramps & La Veta Ave Peak Hour Turning Movement Count S R-22 WB Ramps Cn 07.30 AM - 08.30 AM AM 0 0 0 0 n oc NONE NOON 0 0 0 0 Y Q a 04.30 PM - 05.30 PM PM 0 0 0 0 AM NOON PM ♦% ♦ 4 to 0 0 0 0 1302 � 0 872 c:�= d a ca • 0 0 0� 0 0 0 0 j 0 J � 367 0 683 ♦ 3 279 0 967 1 AM NOON PM Total Vehicles (AM) PM NOON AM i«, t �►r Total Vehicles (NOON) 0 0 0 4 Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom Role] a►TiQiI91[fill a"T PM NOON AM 0 � 0 0 0 3 ♦ 478 0 429 1 r 479 0 301 0 � 0 0 0 � il• 1 me 0 2 0 1 V n +1 1 t 1+ 1446 0 394 0 126 PM O O O O O NOON 580 1 0 873 0 459 AM S R-22 WB Ramps I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t ♦ ♦ O P� a O Z Q Q Z L ♦1 i f� o00 PM 0 ♦ 000 ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦ ♦1 ♦ 4> r ♦ r► O O 9� a A y°oy °o °o Z Q Q Z oo+ O PM NOON AM n O C z m X O W Total Vehicles (AM) J 1y ar ♦ ! L i«, t �►r Total Vehicles (NOON) I L i«, t r►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Location:SR-22WB Ramps& La Vets Intersection Turning Movement Count City: Orange Project ID: 18-01166-004 Control: Signalized Date: 8/28/2018 Total NS/EVJ Streets: SR-22 W B Ramps SR-22 W B Ramps La Vets Ave La Vets Ave NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 0 1 0 0 0 0 0 0 3 1 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 181 0 65 0 0 0 0 0 0 61 58 0 75 53 0 0 493 190 0 71 0 0 0 0 0 0 73 52 0 63 82 0 0 531 78:�30 193 0 102 0 0 0 0 0 0 117 94 0 84 83 0 0 673 239 0 130 0 0 0 0 0 0 81 65 0 88 119 0 0 722 227 0 122 0 0 0 0 0 0 90 70 0 70 124 0 0 703 214 0 105 0 0 0 0 0 0 79 50 0 59 103 0 0 610 237 0 106 0 0 0 0 0 0 75 53 0 67 68 0 0 606 186 0 112 0 0 0 0 0 0 90 69 0 53 113 0 0 623 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 1667 0 813 0 0 0 0 0 0 666 511 0 559 745 0 0 4961 APPROACH^/o's: 67.22% 0.00% 32.78% 0.00% 0.00% 56.58% 43.42% 0.00% 42.87% 57.13% 0.00% 0.00% PEAK MR : 07:30 AM - 08:30 AM 0 0 0 0 0 367 279 0 301 429 0 0 TOTAL 2708 PEAK MR VOL: 873 0 459 0 PEAK MR FACTOR : 0.913 0.000 0.883 0.000 0.000 0.000 0.000 0.000 0.000 0.784 0.742 0.000 0.855 0.865 0.000 0.000 0.902 0.765 0.882 0.938 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 0 1 0 0 0 0 0 0 3 1 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 119 0 59 0 0 0 0 0 0 142 207 0 130 92 0 0 749 117 0 29 0 0 0 0 0 0 153 193 0 121 90 0 0 703 75:00 91 0 42 0 0 0 0 0 0 148 219 0 125 116 0 0 741 103 0 39 0 0 0 0 0 0 152 221 0 109 113 0 0 737 94 0 22 0 0 0 0 0 0 192 272 0 147 131 0 0 858 106 0 23 0 0 0 0 0 0 191 255 0 98 118 0 0 791 88 0 35 0 0 0 0 0 0 146 203 0 125 130 0 0 727 105 0 20 0 0 0 0 0 0 135 156 0 104 118 0 0 638 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALVOLUMES: 823 0 269 0 0 0 0 0 0 1259 1726 0 959 908 0 0 APPROACH^/o's: 75.37% 0.00% 24.63% 0.00% 0.00% 42.18% 57.82% 0.00% 51.37% 48.63% 0.00% 0.00% PEAK MR 04:30 PM-05:30 PM 0 0 0 0 0 683 967 0 479 478 0 0 ]31227 PEAK MR VOL: 394 0 126 0 PEAK HR FACTOR : 0.929 0.000 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.889 0.889 0.000 0.815 0.912 0.000 0.000 0.915 0.889 0.861 ID: 18-01166-005 City: Santa Ana Prepared by National Data & Surveying Services Bedford Rd & MainPlace Dr Peak Hour Turning Movement Count Bedford Rd Cn 07.30 AM - 08.30 AM AM 220 13 140 0 oc NONE NOON 0 0 0 0 Y Q a- 1 05.00 PM - 06.00 PM PM 171 70 98 0 AM NOON PM ♦% ♦ 4 to � 0.5 0.5 1 0 � 250 0 238 Q � L � v 0 0 0 0 ca = 89 0 232 j 1 ca 17 0 65 2 2 0 17 '!V 0 AM NOON PM Total Vehicles (AM) J 1y ar ♦ t ♦ O i«, t �►r Total Vehicles 141 (NOON) t 04+ * 14M Total Vehicles (PM) 1y ar + so t ♦ Oom i«, t �►r PM NOON AM 164 0 372 4 Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom Role] a►TiQiI91[fill a"T PM NOON AM 0 � 93 0 73 2 ♦ 58 0 30 r 2, 0 2 0 Iq 0 0 1 =:> 212 0 � 159 0 0.5 0.5 1 V n +1 It 1+ 108 0 9 47 49 PM O O O O O NOON 17 0 0 2 1 AM Bedford Rd Q� o� Pedestrians (Crosswalks) O �P O Z Q O Q Z a oy 9� O O O I,:) 0 0 0 0 0 O PM 0 0 PM NOON 0 ♦ ♦ 0 NOON AM 0 0 AM AM 0 0 AM NOON 0 ♦ ♦ 0 NOON PM 0 ♦ 0 PM 0 0 0 O O O O 14, a z ° o Z Q z ° o Q Z O o do AZj Oy oo+ o , Q� PM NOON AM n O C z m X O W 0 v Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) It L i«, t �►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Location: Bedford Rd&MainPlace Or Intersection Turning Movement Count City: Santa Ana Control: 4-Way Stop NS/EW Bedford Rd Bedford Rd Total MainPlace Or Project ID: 18-01166-005 Date: 8/28/2018 MainPlace Or NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND .5 0.5 1 0 1 0.5 0.5 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 1 1 0 0 18 0 24 0 14 0 0 0 0 6 18 0 82 0 0 0 0 36 0 34 0 20 7 0 0 0 1 6 0 104 78:�30 0 0 0 0 31 2 71 0 13 0 0 0 1 8 18 0 144 0 0 1 0 38 3 51 0 20 3 0 0 0 8 19 1 144 0 1 0 0 43 4 45 0 35 5 1 0 0 8 18 0 160 0 1 0 0 28 4 53 0 21 9 1 0 1 6 18 0 142 0 2 0 0 18 3 29 0 12 6 0 0 0 4 15 0 89 0 1 1 0 27 4 38 0 18 4 0 0 0 10 18 0 121 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 1 6 2 0 239 20 345 0 153 34 2 0 2 51 130 1 986 APPROACH^/o's: 11.11% 66.67% 22.22% 0.00% 39.57% 3.31% 57.12% 0.00% 80.95% 17.99% 1.06% 0.00% 1.09% 27.72% 70.65% 0.54% PEAK MR 07:30 AM - 08:30 AM 140 13 220 0 89 17 2 0 2 30 73 1 TOTAL 590 PEAK MR VOL: 0 2 1 0 PEAK MR FACTOR : 0.000 0.500 0.250 0.000 0.814 0.813 0.775 0.000 0.636 0.472 0.500 0.000 0.500 0.938 0.961 0.250 0.750 0.897 0.659 0.946 0.922 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND .5 0.5 1 0 1 0.5 0.5 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2 21 9 0 17 14 23 0 40 33 1 0 4 9 20 0 193 1 13 12 0 10 12 36 0 45 15 1 0 6 13 15 0 179 75:00 1 10 12 0 25 12 43 0 90 21 2 0 2 14 17 0 199 1 13 12 0 20 21 37 0 44 21 3 0 5 17 16 0 210 4 12 10 0 24 12 42 0 63 13 3 0 6 16 34 0 239 0 10 13 0 26 17 42 0 57 14 2 0 7 11 28 0 227 2 14 18 0 18 19 39 0 57 20 7 0 5 15 14 0 228 3 11 8 0 30 22 48 0 55 18 5 0 3 16 17 0 236 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 14 104 94 0 170 129 310 0 401 155 24 0 38 111 161 0 1711 APPROACH%'s: 6.60% 49.06% 44.34% 0.00% 27.91% 21.18% 50.90% 0.00% 69.14% 26.72% 4.14% 0.00% 12.26% 35.81% 51.94% 0.00% PEAK MR 05:00 PM-06:00 PM 98 70 171 0 232 65 17 0 21 58 93 0 TOTAL 930 PEAK MR VOL: 9 47 49 0 PEAK MR FACTOR : 0.563 0.839 0.681 0.000 0.817 0.795 0.891 0.000 0.921 0.813 0.607 0.000 0.750 0.906 0.684 0.000 0.772 0.848 0.935 0.768 0.973 Prepared by National Data & Surveying Services Main St & Mainplace Dr/Town and CountryRd Peak Hour Turning Movement Count F I ID: 18-01166-006 Main St Day: Tuesday City: Orange SOUTHBOUND Date: 08/28/2018 Cn 07.30 AM - 08.30 AM AM 40 1178 236 2 1230 AM 07.00 AM - 09.00 AM O C Z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 05.00 PM - 06.00 PM PM 120 1020 446 3 1529 PM 04.00 PM - 06.00 PM 0 AM NOON PM 41 4 PM NOON AM � 1 3 2 0 0 2 437 0 448 0 130 0 298 n _ • ' • 1.5 101 0 55 M v a • 0 0 0 0 Signalized 1.5 r 197 0 251 o I' o 18 0 124 1.5 3281 0 3917 0 4 0 3 • L AM NOON PM 56 0 125 1.5 0.93 0.84 CL 0 � 736 0 420 0 0. 72 0 133 1 .= 0 2 3 1 � ca AM NOON PM 1� t & Q I PM NOON AM Total Vehicles (AM) PM 1354 4 77 965 161 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON : t AM 1501 0 35 762 125 AM : L 4 < i rNORTHBOUNDz r Main St Total Vehicles (NOON) Total Vehicles (NOON) Q� o� Pedestrians (Crosswalks) ti° 44" t Z Q Q Z a t Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► t o 0 0 0 0 0 : t 00 0 0 Z Q Q Z o0+ o National Data & Surveying Services Location: Main St& Mainplace Dr/Townla Wrsection Turning Movement Count City: Orange Project ID: 18-01166-006 Control: Signalized Date: 8/28/2018 Total NS/EVJ Streets: Main St Main St Mainplace Dr/Town and Country Rd Mainplace Dr/Town and Country Rd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 3 1 0 2 3 1 0 1.5 1.5 1 0 1.5 1.5 2 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 9 154 19 0 32 225 6 2 2 5 18 0 42 14 98 1 627 3 137 25 0 52 295 8 1 4 10 13 0 66 9 96 1 720 78:�30 9 161 27 0 51 334 6 1 5 14 19 0 79 15 108 0 829 6 196 29 0 70 312 11 0 3 16 20 0 77 16 128 1 885 8 209 43 0 68 271 14 0 4 15 11 0 41 8 104 2 798 12 196 26 0 47 261 9 1 6 11 22 0 54 16 108 0 769 12 141 24 0 47 259 12 2 2 7 11 0 64 13 91 0 685 7 172 22 0 43 227 6 1 7 9 15 0 49 22 111 2 693 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 66 1366 215 0 410 2184 72 8 33 87 129 0 472 113 844 7 6006 APPROACH%'s: 4.01% 82.94% 13.05% 0.00% 15.33% 81.68% 2.69% 0.30% 13.25% 34.94% 51.81% 0.00% 32.87% 7.87% 58.77% 0.49% PEAK HR : 07:30 AM - 08:30 AM 236 1178 40 2 18 56 72 0 251 55 448 3 TOTAL 3281 PEAK HR VOL: 35 762 125 0 PEAK HR FACTOR : 0.729 0.911 0.727 0.000 0.843 0.882 0.714 0.500 0.750 0.875 0.818 0.000 0.794 0.859 0.875 0.375 0.887 0.926 0.936 0.852 0.927 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 3 1 0 2 3 1 0 1.5 1.5 1 0 1.5 1.5 2 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 16 191 49 1 102 205 28 3 29 39 31 0 52 27 109 0 882 15 211 45 0 106 274 31 0 19 18 34 0 49 24 97 1 924 75:00 15 173 32 0 90 214 19 1 23 47 37 0 49 27 103 1 831 14 217 43 1 117 254 31 1 24 27 32 0 65 23 103 2 954 17 195 35 2 100 233 30 2 24 23 36 0 54 30 134 1 916 22 273 58 0 158 317 28 0 30 42 34 0 45 24 128 2 1161 19 206 30 2 103 228 29 1 43 26 37 0 55 21 83 1 884 19 291 38 0 85 242 33 0 27 34 26 0 43 26 92 0 956 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 137 1757 330 6 861 1967 229 8 219 256 267 0 412 202 849 8 7508 APPROACH%'s: 6.14% 78.79% 14.80% 0.27% 28.09% 64.18% 7.47% 0.26% 29.51% 34.50% 35.98% 0.00% 28.01% 13.73% 57.72% 0.54% PEAK HR : 05:00 PM -06:00 PM 446 1020 120 3 124 125 133 0 197 101 437 4 TOTAL 3917 PEAK HR VOL: 77 965 161 4 PEAK HR FACTOR : 0.875 0.829 0.694 0.500 0.706 0.804 0.909 0.375 0.721 0.744 0.899 0.000 0.895 0.842 0.815 0.500 0.855 0.790 0.901 0.844 0.843 Prepared by National Data & Surveying Services SR-22 EB Ramps & Town and CountryRd Peak Hour Turning Movement Count ID: 18-01166-007 SR-22 EB Ramps Day: Tuesday City: Orange _ _ Date: 08/28/2018 O Y Q w a 07:30 AM - 08:30 AM AM 642 324 316 0 NONE NOON 0 0 0 0 04:30 PM - 05:30 PM PM 399 97 165 1 AM NOON PM ♦% ♦ 4 1.5 0.5 1 0 736 � 0 756 c:�= p 0 0 0 0'tj 0 0 13 249 c j 2 0 605 ca 89 3 0 79 ♦ 1 0 � 99 0 41 0 AM NOON PM Total Vehicles (AM) PM 1 L NOON AM i«, t �►r Total Vehicles (NOON) 491 0 1484 4 AM 07:00 AM - 09:00 AM NOON I NONE mom Role] a►TiQiI91[fill a"T PM NOON AM 1 � 418 0 110 2 ♦ 171 0 65 1 r 24 0 62 0 � 1 0 0 =:> 324 0 � 429 0 1 2 0 V n +1 1 t 1+ 162 0 186 460 79 PM O O O O O NOON 485 0 29 132 24 AM S R-22 EB Ramps I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t ♦ ♦ Z r O P� a O Z Q Q Z L ♦1 i f� 0 PM 0 ♦ 0 0 CD CD CD ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦1 ♦ ♦ r► O O 94 a A y°oy O O Z Q Q Z 0 oo+ O PM NOON AM n O C z m X O W Total Vehicles (AM) J 1y ar ♦ ! L 4 W 4= i«, t r►r Total Vehicles (NOON) It L E* Li i«, t �►r Total Vehicles (PM) 1y ar ♦ I L 4 Q] i«, t r►r National Data & Surveying Services Loca tion: SR-22 EB Ramps& Townandarsection Turning Movement Count City: Orange Project ID: 18-01166-007 Control: Signalized Date: 8/28/2018 Total NS/EW Streets: SR-22 EB Ramps SR-22 EB Ramps Town and Country Rd Town and Country Rd NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 0.5 1.5 0 2 1 0 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 8 16 5 0 45 65 136 0 44 9 15 0 6 8 30 0 387 7 23 4 0 46 56 143 0 70 18 19 0 12 10 29 0 437 78:�30 10 36 7 0 71 82 186 0 77 13 21 0 12 7 38 0 560 6 37 3 0 84 92 167 0 64 30 28 0 11 17 26 0 565 7 32 8 0 90 88 134 0 73 18 34 0 18 23 19 0 544 6 27 6 0 71 62 155 0 35 28 16 0 21 18 27 0 472 4 13 5 0 73 60 157 0 42 19 9 0 7 16 16 0 421 6 18 9 0 53 51 149 0 42 15 19 0 12 23 26 0 423 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 54 202 47 0 533 556 1227 0 447 150 161 0 99 122 211 0 3809 APPROACH^/o's: 17.82% 66.67% 15.51% 0.00% 23.01% 24.01% 52.98% 0.00% 58.97% 19.79% 21.24% 0.00% 22.92% 28.24% 48.84% 0.00% PEAK MR 07:30 AM - 08:30 AM 316 324 642 0 249 89 99 0 62 65 110 0 TOTAL 2141 PEAK MR VOL: 29 132 24 0 PEAK MR FACTOR : 0.725 0.892 0.750 0.000 0.878 0.880 0.863 0.000 0.808 0.742 0.728 0.000 0.738 0.707 0.724 0.000 0.873 0.934 0.874 0.898 0.947 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 0.5 1.5 0 2 1 0 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 43 89 27 0 34 17 103 1 125 23 18 0 4 37 73 0 594 17 82 15 0 35 18 126 0 105 24 9 0 3 28 70 1 533 75:00 33 90 19 0 36 24 126 0 139 20 12 0 7 49 83 0 638 37 95 21 0 46 22 105 0 131 22 6 0 5 41 77 0 608 68 143 26 0 36 21 78 0 159 19 11 0 8 96 143 1 759 98 132 13 0 47 30 90 1 176 18 12 0 4 35 115 0 721 33 91 17 0 31 14 55 0 126 25 10 0 4 37 73 1 517 28 75 8 0 27 25 97 0 109 16 12 0 7 31 71 1 507 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 307 797 196 0 292 171 780 2 1070 167 90 0 42 304 705 4 4877 APPROACH^/o's: 24.56% 63.76% 11.68% 0.00% 23.45% 13.73% 62.65% 0.16% 80.63% 12.58% 6.78% 0.00% 3.98% 28.82% 66.82% 0.38% PEAK MR 04:30 PM-05:30 PM 165 97 399 1 605 79 41 0 24 171 418 1 TOTAL 2726 PEAK MR VOL: 186 460 79 0 PEAK MR FACTOR : 0.684 0.804 0.760 0.000 0.878 0.808 0.792 0.250 0.859 0.898 0.854 0.000 0.750 0.872 0.731 0.250 0.765 0.890 0.880 0.775 0.898 Prepared by National Data & Surveying Services Main St & E City PI Dr/Mall Entrance Peak Hour Turning Movement Count F I ID: 18-01166-008 Main St Day: Tuesday City: Santa Ana SOUTHBOUND Date: 08/28/2018 Cn 07.30 AM - 08.30 AM AM 3 1456 34 5 930 AM 07.00 AM - 09.00 AM O C Z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 05.00 PM - 06.00 PM PM 20 1233 103 15 1202 PM 04.00 PM - 06.00 PM 0 AM NOON PM 41 4 PM NOON AM � 0 3 1 0 m = 0.5 125 0 58 n 4 0 68 • '• 0.5 5 0 0 W — 0 0 1 0 Signalized 1 r 69 0 15 2 go L 0 0 19 1 2491 0 2812 0 1 0 0 • o - AM NOON PM m 0 0 3 0.5 0.96 0.88 f-PL => 209 0 82 1W V 3 0 23 0.5 W 0 2 4 0 0 AM NOON PM It 1+ PM NOON AM Total Vehicles (AM) PM 1333 8 42 1043 102 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON 41 Lo 41 Lo : L AM 1475 1 1 867 48 AM : L i rNORTHBOUNDz r Main St Total Vehicles (NOON) Total Vehicles (NOON) Q# o� Pedestrians (Crosswalks) ti° 44" 011, 41 Lo Z Z st qz� t Z Q Q Z a 9,� 0 t Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► st t o 0 0 0 0 0 : t ♦ 00 00 Z �, t A "°oy oo+ o *1 i f* National Data & Surveying Services Location: Main St&E City PI Dr/Mall Entntersection Turning Movement Count City: Santa Ana Project ID: 18-01166-008 Control: Signalized Date: 8/28/2018 Total NS/EW Streets: Main St Main St E City PI Dr/Mall Entrance E City PI Dr/Mall Entrance NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 4 0 0 1 3 0 0 1 0.5 0.5 0 1 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2 163 8 0 9 282 1 0 1 0 0 0 1 0 8 0 475 0 162 3 0 10 347 0 0 0 0 0 0 3 0 8 0 533 78:�30 0 186 7 0 9 429 0 0 0 0 0 0 6 0 14 0 651 0 223 12 0 5 387 0 1 0 0 1 0 3 0 12 0 644 0 230 17 1 12 322 1 3 0 0 0 0 4 0 16 0 606 1 228 12 0 8 318 2 1 0 0 2 0 2 0 16 0 590 1 160 12 0 11 312 2 2 0 0 0 1 2 0 8 0 511 2 198 9 1 11 283 1 1 0 0 0 0 6 0 10 0 522 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 6 1550 80 2 75 2680 7 8 1 0 3 1 27 0 92 0 4532 APPROACH%'s: 0.37% 94.63% 4.88% 0.12% 2.71% 96.75% 0.25% 0.29% 20.00% 0.00% 60.00% 20.00% 22.69% 0.00% 77.31% 0.00% PEAK MR 07:30 AM - 08:30 AM 34 1456 3 5 0 0 3 0 15 0 58 0 TOTAL 2491 PEAK MR VOL: 1 867 48 1 PEAK MR FACTOR : 0.250 0.942 0.706 0.250 0.708 0.848 0.375 0.417 0.000 0.000 0.375 0.000 0.625 0.000 0.906 0.000 0.924 0.855 0.375 0.913 0.957 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 4 0 0 1 3 0 0 1 0.5 0.5 0 1 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 12 238 26 2 22 274 5 2 4 1 6 0 12 0 39 0 643 10 230 20 6 27 296 7 0 3 0 8 0 9 2 32 0 650 75:00 9 190 26 3 22 300 6 4 4 0 9 0 23 3 29 0 628 11 231 20 2 24 287 8 1 3 0 7 0 15 0 34 0 643 6 225 24 2 18 307 6 3 9 0 4 0 21 1 32 0 658 15 280 19 1 37 378 4 4 7 1 4 0 18 3 31 1 803 10 234 34 2 18 274 3 4 2 0 6 1 13 0 37 0 638 11 304 25 3 30 274 7 4 1 2 9 0 17 1 25 0 713 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 84 1932 194 21 198 2390 96 22 33 4 53 1 128 10 259 1 5376 APPROACH%'s: 3.77% 86.60% 8.70% 0.94% 7.45% 89.98% 1.73% 0.83% 36.26% 4.40% 58.24% 1.10% 32.16% 2.51% 65.08% 0.25% PEAK MR 05:00 PM-06:00 PM 103 1233 20 15 19 3 23 1 69 5 125 1 TOTAL 2812 PEAK MR VOL: 42 1043 102 8 PEAK MR FACTOR : 0.700 0.858 0.750 0.667 0.696 0.815 0.714 0.938 0.528 0.375 0.639 0.250 0.821 0.417 0.845 0.250 0.871 0.810 0.885 0.926 0.875 ID: 18-01166-009 City: Santa Ana Prepared by National Data & Surveying Services BroadwayMainplace& Dr Peak Hour Turning Movement Count Broadway Cn 07.30 AM - 08.30 AM AM 3 56 19 0 NONE NOON 0 0 0 0 Y Q a 04.45 PM - 05.45 PM PM 12 141 71 0 AM NOON PM ♦% ♦ 4 to � 0.5 1.5 1 0 110 � 0 195 c:�= 0 0 0 0 'tj 0 1 0 2 j 1 13 0 41 ♦ 2 178 0 169 1 AM NOON PM Total Vehicles (AM) PM NOON AM i«, t �►r Total Vehicles (NOON) Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON NONE PM 04:00 PM - 06:00 PM PM NOON AM 1 � 62 0 16 1 ♦ 39 0 7 2 r 353 0 465 0 � 0 0 0 =:> 713 0 � 365 0 1 2 1 V n +1 1 t 1+ 663 0 144 231 601 PM O O O O O NOON 699 1 0 100 69 333 AM Broadway I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t ♦ ♦ O P� a O Z Q Q Z L ♦1 i f� o00 PM 0 ♦ 000 ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦ ♦1 ♦ r ♦ r► O O 9� a A y°oy °o °o Z Q Q Z oo+ O PM NOON AM n O C z m X O W Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) I L i«, t r►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Location: Broadway & Mainplace Or Intersection Turning Movement Count City: Santa Ana Control: Signalized NS/EW Broadway Broadway Total Mainplace Or Project ID: 18-01166-009 Date: 8/28/2018 Mainplace Or NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 1 0 1 1.5 0.5 0 1 2 1 0 2 1 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 14 12 39 0 11 16 0 0 0 2 14 0 56 0 2 0 166 17 11 98 0 5 7 0 0 0 2 21 0 75 2 3 0 191 78:�30 21 14 57 0 9 15 0 0 0 2 44 0 111 1 3 0 277 15 24 100 0 4 16 1 0 0 4 63 0 133 3 4 0 367 36 18 98 0 1 15 1 0 0 3 35 0 123 2 3 0 335 28 13 78 0 5 10 1 0 1 4 36 0 98 1 6 0 281 19 17 58 0 4 9 0 0 0 9 24 0 69 1 4 0 214 22 21 53 0 0 10 0 0 0 7 20 0 74 3 4 0 214 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 172 130 531 0 39 98 3 0 1 33 257 0 739 13 29 0 2045 APPROACH^/o's: 20.65% 15.61% 63.75% 0.00% 27.86% 70.00% 2.14% 0.00% 0.34% 11.34% 88.32% 0.00% 94.62% 1.66% 3.71% 0.00% PEAK MR : 07:30 AM - 08:30 AM 19 56 3 0 1 13 178 0 465 7 16 0 TOTAL 1260 PEAK MR VOL: 100 69 333 0 PEAK MR FACTOR : 0.694 0.719 0.833 0.000 0.528 0.875 0.750 0.000 0.250 0.813 0.706 0.000 0.874 0.583 0.667 0.000 0.826 0.813 0.716 0.871 0.858 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 1 0 1 1.5 0.5 0 1 2 1 0 2 1 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 16 48 85 0 4 31 2 0 1 6 23 0 67 9 14 0 306 19 52 90 0 15 30 4 0 0 12 14 0 59 7 19 0 321 75:00 21 43 108 0 7 37 1 0 3 6 23 0 69 7 22 0 347 27 58 115 0 18 29 4 0 0 11 47 0 87 7 9 0 412 90 51 151 0 11 36 3 0 2 15 39 0 91 12 18 0 969 42 72 185 0 23 47 2 0 0 4 43 0 82 12 29 0 541 35 50 150 0 19 29 3 0 0 11 90 0 93 8 6 0 444 30 59 109 0 12 25 2 0 0 4 23 0 42 3 13 0 322 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 230 433 993 0 109 264 21 0 6 69 252 0 590 65 130 0 3162 APPROACH W.: 13.89% 26.15% 59.96% 0.00% 27.66% 67.01% 5.33% 0.00% 1.83% 21.10% 77.06% 0.00% 75.16% 8.28% 16.56% 0.00% PEAK MR : 04:45 PM -05:45 PM 71 141 12 0 2 41 169 0 353 39 62 0 TOTAL 1866 PEAK MR VOL: 144 231 601 0 PEAK MR FACTOR : 0.857 0.802 0.812 0.000 0.772 0.750 0.750 0.000 0.250 0.683 0.899 0.000 0.949 0.813 0.534 0.000 0.816 0.778 0.914 0.923 0.862 Prepared by National Data & Surveying Services Main St & Mainplace Dr/MemotyLn Peak Hour Turning Movement Count F I ID: 18-01166-010 Main St Day: Tuesday City: Santa Ana SOUTHBOUND Date: 08/28/2018 Cn 07.15 AM - 08.15 AM AM 267 1218 23 2 875 AM 07.00 AM - 09.00 AM O C Z O � = NONE NOON 0 0 0 0 0 NOON NONE m w O a. 05.00 PM - 06.00 PM PM 146 1103 20 23 1198 PM 04.00 PM - 06.00 PM 0 AM NOON PM 41 4 PM NOON AM J 0 3 2 0 1 52 0 11 � �+ 498 0 373 O • '• 2 148 0 211 MID E 0 0 n • 0 0 0 0 Signalized 2 r 212 0 194 v � 131 0 276 j 2 3276 0 3463 0 0 0 5 0 V AM NOON PM (D 188 0 303 2.5 0.93 0.96 p => 479 0 462 Q 27 0 96 0.5 r 0 2 3 0 AM NOON PM It 1+ PM NOON AM Total Vehicles (AM) PM 1413 2 79 847 156 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON : L AM 1441 2 20 731 246 AMrQ : L i r NORTHBOUND z r Main St Total Vehicles (NOON) Total Vehicles (NOON) Q� o� Pedestrians (Crosswalks) do 44" 011, st t Z Q Q Z a 9,� 0 L Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► t *0 CD 0 0 0 0 0 W : L ♦ 00 00 0 1� a Z Q Q Z �, t A tiooy oo� o �, National Data & Surveying Services Location: Main St&Mai nplace Dr/MemoIntersection Turning Movement Count City: Santa Ana Project ID: 18-01166-010 Control: Signalized Date: 8/28/2018 Total NS/EVJ Streets: Main St Main St Mainplace Dr/Memory Ln Mainplace Dr/Memory Ln NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 3 0 0 2 3 0 0 2 2.5 0.5 0 2 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2 130 44 0 2 265 32 2 23 22 4 0 29 32 5 0 592 5 150 44 0 7 337 59 0 23 30 9 0 44 48 2 1 759 78:�30 2 172 53 0 2 361 58 0 36 55 2 0 53 52 3 0 849 8 207 80 2 9 270 86 2 33 56 6 0 50 65 2 2 878 5 202 69 0 5 250 64 0 39 47 10 0 47 96 4 2 790 11 181 63 3 3 254 56 1 34 32 12 0 36 42 5 1 734 6 153 39 1 4 251 33 3 22 28 12 0 31 42 4 0 629 10 186 43 2 10 223 58 1 23 21 8 0 31 38 6 0 660 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 49 1381 435 8 42 2211 446 9 233 291 63 0 321 365 31 6 5891 APPROACH%'s: 2.62% 73.73% 23.22% 0.43% 1.55% 81.65% 16.47% 0.33% 39.69% 49.57% 10.73% 0.00% 44.40% 50.48% 4.29% 0.83% PEAK MR 07:15 AM - 08:15 AM 23 1218 267 2 131 188 27 0 194 211 11 5 TOTAL 3276 PEAK MR VOL: 20 731 246 2 PEAK MR FACTOR : 0.625 0.883 0.769 0.250 0.639 0.843 0.776 0.250 0.840 0.839 0.675 0.000 0.915 0.812 0.688 0.625 0.841 0.897 0.901 0.884 0.933 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 3 0 0 2 3 0 0 2 2.5 0.5 0 2 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 26 193 22 1 7 262 37 3 42 57 29 0 30 33 11 0 753 22 198 30 2 3 283 30 6 58 63 13 1 49 41 10 1 810 75:00 17 186 42 1 6 271 45 1 36 69 12 0 47 33 12 0 778 25 186 38 0 10 257 49 9 62 73 17 0 38 38 15 4 821 21 199 37 2 2 282 49 4 70 76 29 0 65 51 17 0 904 17 178 43 0 7 296 32 5 83 90 24 0 63 37 14 0 889 22 212 37 0 5 255 41 5 62 75 20 0 47 35 15 0 831 19 258 39 0 6 270 24 9 61 62 23 0 37 25 6 0 839 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 169 1610 288 6 96 2176 307 42 474 565 167 1 376 293 100 5 6625 APPROACH%'s: 8.15% 77.67% 13.89% 0.29% 1.79% 84.64% 11.94% 1.63% 39.27% 46.81% 13.84% 0.08% 48.58% 37.86% 12.92% 0.65% PEAK MR 05:00 PM-06:00 PM 20 1103 146 23 276 303 96 0 212 148 52 0 TOTAL 3463 PEAK MR VOL: 79 847 156 2 PEAK MR FACTOR : 0.898 0.821 0.907 0.250 0.714 0.932 0.745 0.639 0.831 0.842 0.828 0.000 0.815 0.725 0.765 0.000 0.858 0.950 0.857 0.774 0.958 ID: 18-01166-011 City: Santa Ana Prepared by National Data & Surveying Services Lawson WayMemoty& Ln Peak Hour Turning Movement Count Lawson Way Cn 07.30 AM - 08.30 AM AM 155 1 18 0 oc NONE NOON 0 0 0 0 Y Q a 04.45 PM - 05.45 PM PM 152 4 24 0 AM NOON PM ♦% ♦ 4 to � 1 1 1 0 470 � 0 369 c:�= c J 0 0 0 0 'tj 0 O � 209 0 313 j 2 250 0 238 ♦ 2 2 0 3 1 AM NOON PM Total Vehicles (AM) PM NOON AM i«, t �►r Total Vehicles (NOON) 216 0 330 4 Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom Role] a►TiQiI91[fill a"T PM NOON AM 0 � 17 0 6 3 ♦ 213 0 315 1 r 6 0 0 0 � 0 0 0 =:> 265 0 � 269 0 1 0.5 0.5 V n +1 It 1+ 13 0 4 0 3 PM 3 II 0 0 1 1 AM Lawson Way I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t ♦ ♦ O P� a O Z Q Q Z L ♦1 i f� o00 PM 0 ♦ 000 ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦<♦ ♦1 ♦ r► O A y°oy °o °o Z Q Q Z oo+ O PM NOON AM n O C z m X O 0 Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) I L i«, t r►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Loca tion: Lawson Way&Memory Ln Intersection Turning Movement Count City: Santa Ana Control: Signalized NS/EW Lawson Way Lawson Way Total Memory Ln Project ID: 18-01166-011 Date: 8/28/2018 Memory Ln NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 0.5 0.5 0 1 1 1 0 2 2 1 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 0 0 0 2 0 32 0 35 28 0 0 0 39 0 0 136 0 0 0 0 1 0 24 0 26 44 0 0 0 72 0 0 167 78:�30 0 0 0 0 3 0 42 0 33 58 0 0 0 86 1 0 223 0 0 0 0 5 0 42 0 66 73 1 0 0 82 2 0 271 0 1 1 0 5 1 90 0 96 70 0 0 0 81 3 0 248 0 0 0 0 5 0 31 0 64 49 1 0 0 66 0 0 216 0 0 3 0 3 0 30 0 28 34 4 0 1 57 1 0 161 0 0 0 0 1 0 33 0 31 31 0 0 1 59 4 0 160 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 0 1 4 0 25 1 274 0 329 387 6 0 2 542 11 0 1582 APPROACH%'s: 0.00% 20.00% 80.00% 0.00% 8.33% 0.33% 91.33% 0.00% 45.57% 53.60% 0.83% 0.00% 0.36% 97.66% 1.98% 0.00% PEAK MR 07:30 AM - 08:30 AM 18 1 155 0 209 250 2 0 0 315 6 0 TOTAL 958 PEAK MR VOL: 0 1 1 0 PEAK MR FACTOR : 0.000 0.250 0.250 0.000 0.900 0.250 0.923 0.000 0.792 0.856 0.500 0.000 0.000 0.916 0.500 0.000 0.250 0.926 0.823 0.922 0.884 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 0.5 0.5 0 1 1 1 0 2 2 1 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2 0 1 0 6 1 33 0 49 42 2 0 1 50 4 0 191 2 0 1 0 1 0 33 0 65 51 2 0 0 38 4 0 197 75:00 9 1 3 0 5 0 30 0 61 49 3 0 1 51 3 0 216 2 0 1 0 1 0 32 0 77 58 0 0 3 44 7 0 225 0 0 0 0 7 1 50 0 78 58 1 0 1 68 4 0 268 0 0 1 0 7 2 90 0 87 61 0 0 1 47 3 0 249 2 0 1 0 9 1 30 0 71 61 2 0 1 54 3 0 235 2 1 4 0 5 0 24 0 57 54 4 0 3 33 6 0 193 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 19 2 12 0 41 5 272 0 545 434 14 0 11 385 34 0 1774 APPROACH%'s: 57.58% 6.06% 36.36% 0.00% 12.89% 1.57% 85.53% 0.00% 54.88% 43.71% 1.41% 0.00% 2.56% 89.53% 7.91% 0.00% PEAK MR 04:45 PM-05:45 PM 24 4 152 0 313 238 3 0 6 213 17 0 TOTAL 977 PEAK MR VOL: 4 0 3 0 PEAK MR FACTOR : 0.500 0.000 0.750 0.000 0.667 0.500 0.760 0.000 0.899 0.975 0.375 0.000 0.500 0.783 0.607 0.000 0.583 0.776 0.936 0.808 0.911 Prepared by National Data & Surveying Services Broadway& I-5 NB Off -ramp Peak Hour Turning Movement Count F I ID: 18-01219-002 Broadway Day: Tuesday City: Santa Ana SOUTHBOUND Date: 10/23/2018 Cn 07.30 AM - 08.30 AM AM 0 702 0 0 554 AM 07.00 AM - 09.00 AM O C Z O � = NONE NOON 0 0 0 0 0 NOON NONE m w O a. 04.45 PM - 05.45 PM PM 0 568 0 0 864 PM 04.00 PM - 06.00 PM 0 AM NOON PM 41 4 PM NOON AM 0 2 0 0 2 75 0 112 - 0 0 0 � _ 1 E • • 0 0 0 0 L" 2 Z • 0 0 0 'tj 0 Signalized 0 r 0 0 0 IOU O „ go O m 0 0 0 ::9 j 0 1256 0 1432 0 0 0 0 • Z AM NOON PM 0 0 0 0 0.87 0.94 => 0 0 0 0 0 0 0 0 0 2 0 AM NOON PM 41 +1 It 1+ PM NOON AM Total Vehicles (AM) PM 568 0 0 789 0 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON Itt AM 702 0 0 442 0 AM att i rNORTHBOUNDz r Broadway Total Vehicles (NOON) Total Vehicles (NOON) I 41Q� o� Pedestrians (Crosswalks) ti° 44" Q ♦% �► ~ 0 �o 0 0 oti 7 Z Q Q Z a 9,� 0 t Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► t o 0 0 0 0 0 : t 00 0 0 Z Q Q Z o0+ o National Data & Surveying Services Location: Broadway &I-S NB 0ff-ramp Intersection Turning Movement Count City: Santa Ana Control: Signalized NS/EW Broadway Broadway Total I-5 NB Off -ramp Project ID: 18-01219-002 Date: 10/23/2018 I-5 NB Off -ramp NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 0 2 0 0 0 0 0 0 0 0 2 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 51 0 0 0 81 0 0 0 0 0 0 0 0 5 0 137 0 74 0 0 0 137 0 0 0 0 0 0 0 0 22 0 233 78:�30 0 91 0 0 0 173 0 0 0 0 0 0 0 0 23 0 287 0 129 0 0 0 199 0 0 0 0 0 0 0 0 31 0 359 0 133 0 0 0 154 0 0 0 0 0 0 0 0 28 0 315 0 89 0 0 0 176 0 0 0 0 0 0 0 0 30 0 295 0 70 0 0 0 143 0 0 0 0 0 0 0 0 22 0 235 0 90 0 0 0 112 0 0 0 0 0 0 0 0 35 0 237 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 0 727 0 0 0 1175 0 0 0 0 0 0 0 0 196 0 2098 APPROACH%'s: 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK MR 07:30 AM - 08:30 AM 0 702 0 0 0 0 0 0 0 0 112 0 TOTAL 1256 PEAK MR VOL: 0 442 0 0 PEAK MR FACTOR : 0.000 0.831 0.000 0.000 0.000 0.882 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.903 0.000 0.831 0.882 0.903 0.875 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 0 2 0 0 0 0 0 0 0 0 2 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 147 0 0 0 118 0 0 0 0 0 0 0 0 11 0 276 0 154 0 0 0 104 0 0 0 0 0 0 0 0 14 0 272 75:00 0 160 0 0 0 100 0 0 0 0 0 0 0 0 24 0 284 0 197 0 0 0 142 0 0 0 0 0 0 0 0 20 0 359 0 203 0 0 0 162 0 0 0 0 0 0 0 0 15 0 380 0 203 0 0 0 157 0 0 0 0 0 0 0 0 20 0 380 0 186 0 0 0 107 0 0 0 0 0 0 0 0 20 0 313 0 174 0 0 0 135 0 0 0 0 0 0 0 0 23 0 332 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 0 1424 0 0 0 1025 0 0 0 0 0 0 0 0 147 0 2596 APPROACH%'s: 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK MR 04:45 PM-05:45 PM 0 568 0 0 0 0 0 0 0 0 75 0 TOTAL 1432 PEAK MR VOL: 0 789 0 0 PEAK MR FACTOR : 0.000 0.972 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.938 0.000 0.972 0.877 0.938 0.942 Prepared by National Data & Surveying Services Main St & Edgewood Rd/I-5 Carpool Ramps Peak Hour Turning Movement Count F I ID: 18-01166-012 Main St Day: Tuesday City: Santa Ana SOUTHBOUND Date: 08/28/2018 Cn 07.30 AM - 08.30 AM AM 30 1280 67 2 515 AM 07.00 AM - 09.00 AM O C Z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 04.45 PM - 05.45 PM PM 120 1218 111 1 756 PM 03.45 PM - 05.45 PM 0 AM NOON PM 41 4 PM NOON AM m M 1 3 1 to 0 � � 1 � 70 0 106 � O 94 0 399 O 00. • ' • 0.5 29 0 12 0 M 70 V • 0 0 0 0 Signalized 0.5 r 94 0 98CL L? 9 0 31 0.5 2232 0 2726 0 0 0 0 • n MO2) W AM NOON PM MI 0 4 0 5 0.5 0.95 0.96 0 O => 188 0 163 O 80 0 65 1 X ( 0 2 3 0 13 AM NOON PM PM NOON AM W � n +1 It & Total Vehicles (AM) PM 1383 6 250 654 72 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON : L AM 1460 2 52 398 92 AM : L <k> i r •- :• z r Main St Total Vehicles (NOON) Total Vehicles (NOON) Q� o� Pedestrians (Crosswalks) ti° A� st t Z Q Q Z a 9,� 0 t z r '' 0 0 o00 000Le z r Liil ♦1 ♦ f� PM ♦ � PM � ♦ f� NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► J t o 0 0 0 0 0 : t 00 00 Z Q Q Z oo+ o Location: Main St p Ecaenooa Rtl 15 Carpi Ramps cry: Santa Ana partial: Signalized National Data & Surveying Services Intersection Turning Movement Count Total Mi: 20116602 LAW: 8/28/2018 Nips-Atre- Maln 3l MaIn S[ Edge-d Rdi5 Carpml Ramps Edg-ad Rdi5 Carpi Ramps N11 m1m NO SOUTBWNO EASIBWNO WESIBWNO WESpBOVN02 2 3 0 0 0 1 3 1 0 0 05 05 1 0 0 05 05 1 0 0 0 0 0 0 0 0 NL NT NR NV NR2 3L ST SR 3V 3L2 EL ET ER E1 ET2 WL VaT WR . M2 Wd N2V .2 WL2 NR2 .2 T1 1 J'.00 AM 9 as 11 2 0 9 259 1 0 0 1 2 8 0 0 3i 3 11 0 0 0 0 0 126 0 522 J'. 15 AM . 78 20 0 0 ]3 319 2 1 0 1 1 21 1 0 34 9 11 0 0 0 0 0 113 5 637 J 30 AM 11 71 29 0 0 10 399 5 0 0 3 2 As 0 0 2A 9 29 0 0 0 0 0 139 3 759 J 95 AM N 1® 21 1 0 19 335 9 0 0 2 0 ]9 0 0 "c5 3 33 0 0 0 0 0 l64 9 753 8'.00 AM 16 96 1 0 2fi1 8 1 0 2 0 ]6 0 0 2A 2 33 0 0 0 0 0 1J4 3 fi88 8'. 15 AM 1.67 16 0 0 1 13 285 8 1 0 2 2 15 0 0 "c5 3 11 0 0 0 0 0 159 5 678 830 AM 9 9 fiJ 12 12 3 0 11 300 3 J 0 3 0 . 0 0 ]8 1 9 0 0 0 0 0 ]33 2 600 8'.45 AM 6 99 11 0 0 16 229 9 9 0 5 1 ll 0 0 0 12 0 0 0 0 0 149 2 587 NL NT NR NV NR2 3L ST SR 3V SL2 EL ET ER E1 ET2 WL V,T WR M M2 Wd N2V W 2 W22 N2R2 .2 T1 1 ® 6_ .6 J 0 116 2.7 90 19 0 19 8 148 1 0 215 20 .9 0 0 0 0 0 0 1132 29 52. 9Y°/o J901°/0 ]SfiBHo O. Fi°/o 000%959°/0 @..�5°/0 15fi°/o O5P/o 0.0)°/0 1180% 45P/o Bpi.09% 0571 O.Off/o A3 A% 521% 38.8ff/o 0.00% 000% 0oTp. 0.00% 000% 0oTp. M.�°/0 209°/0 SL MBl.3 a 2 0 5 P80 30 2 0 9 9 80 0 0 98 12 1O6 0 0 0 0 0 0 631 15 OTPL 2878 PEGS HR Y 59 lOc"9 lOJ ® P80 30 9 9 80 98 12 l06 PEAKHR FAR 0813 0.8M 07s3 O..3 0500 0.0An O.pil0 0802 0.8i3 0.8. 0.0 0000 O.7. 0.0 0667 06 00. O. U)0 0980 O. JS] 0..3 OE95 0000 00. O..0 0000 00. 0912 O..0 0907 0.7. 0998 NORTIBCVNO SOVTIBCVNO EASIBCVNO WESIBCVNO WESp80VN02 2 3 0 0 0 1 3 1 0 0 05 05 1 0 0 05 05 1 0 0 0 0 0 0 0 0 NL NT NR NV NR2 SL ST SR SV SL2 EL ET ER E1 ER WL VaT WR M M2 N2V .2 W22 NR2 .2 T. 9'.00 PM X 1Jo 13 1 0 19 280 22 0 0 8 9 ]8 0 0 11 9 19 0 0 0 0 0 F➢ 6 665 9'. 15 PM 2A 1R 27 1 0 22 39 19 0 0 9 2 ]8 0 0 Z2 9 l6 0 0 0 0 0 M 3 718 9'.3) PM lA 17 1 0 20 322 23 0 0 3 3 "c5 0 0 As 5 19 0 0 0 0 0 Jo 5 739 9 45 PM 99 199 lfi 1 0 39 268 16 0 0 10 0 P 0 "c5 9 17 0 0 0 0 0 FP 9 662__ SM PM 9 1M 15 9 0 27 301 38 0 _ 0 9 9 TO _0 0 0 25 J 15 0 0 0 0 0 9 3 _ 781 S 15 PM F➢ 1. 19 0 0 27 397 31 0 0 10 0 ]9 0 0 As 5 17 0 0 0 0 0 FP 3 781 5 As PM 9 1522 1 0 23 302 35 1 0 J 1 2A 0 0 T3 13 21 0 0 0 0 0 T2 3 768 5 45 PM I 2n 19 9 0 '. 17 317 29 0 0 9 3 ll 0 0 ]8 10 27 0 0 '. 0 0 0 71 0 796 NL NT NR NV NR2 SL ST SR SV SL2 EL ET ER E1 ER WL VaT WR M M2 Wd N2V .2 W22 NR2 .2 TOTPL TOTAL VOLUMES 335 1178 29 9 0 122139 1. 1 0 96 19 126 0 0 197 92 114 0 0 0 0 0 0 451 27 51. d1.As% 7135% 7.81% 0Y% 000% 68A% .70% 737% 0.09°/0 0..1 2973% 757% 671% 000% O.OW. .51% 1386% 37. 61% 0.00% 000% O.OW. 0.00% 000% O.OW. 91.E°/0 5651 2. 59 .< P P fi 0 111 P18 20 1 0 31 5 65 0 0 99 29 A 0 0 0 0 0 0 29 13 OTPL 2.2 PEGS HR Y 2R MJ 85 112 2 8 20 31 5 65 99 29 A PEAKHRFAR OAa4 0.9M 0.818 O. Bi9 0375 0.0M 0.816 0878 O.JM 0.8b 0" 0 0000 07J 0313 0677 0789 0.0M 0.M0 0904 05. 0..3 0..6 0000 0.0M 0.M0 0000 0.0M 0.M0 OBB7 0878 0.8n 0� Prepared by National Data & Surveying Services Broadway& I-5 SB Off -ramp Peak Hour Turning Movement Count F I ID: 18-01219-001 Broadway Day: Tuesday City: Santa Ana SOUTHBOUND Date: 10/23/2018 Cn 07.30 AM - 08.30 AM AM 0 605 99 0 443 AM 07.00 AM - 09.00 AM O C z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 04.45 PM - 05.45 PM PM 0 542 5 0 793 PM 04.00 PM - 06.00 PM 0 AM NOON PM 41 4 PM NOON AM 0 2 1 0 1 56 0 8 E • • 0 0 0 0 � 0 0 0 0 No Control 0 r 2 0 0 IOU O m 2 0 1 j 0 1987 0 2241 0 0 0 0 • 1 � AM NOON PM LO 2 0 0 0 0.91 0.97 � 16 0 126 813 0 888 1 0 0 2 0 AM NOON PM 41 +1 It & PM NOON AM Total Vehicles (AM) PM 1432 0 0 736 11 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON Itt AM 1418 0 0 433 25 AM att i rNORTHBOUNDz r Broadway Total Vehicles (NOON) Total Vehicles (NOON) Q# o� Pedestrians (Crosswalks) ti° 44" 011, st t Z Q Q Z a 9,� 0 t Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► st t o 0 0 0 0 0 : t ♦ 00 00 Z �, t A "°oy oo+ o *1 i f* National Data & Surveying Services Loca tion: Broadway &I-S SB 0ff-ramp Intersection Turning Movement Count City: Santa Ana Control: No Control NS/EW Broadway Broadway Total I-5 SB Off -ramp Project ID: 18-01219-001 Date: 10/23/2018 I-5 SB Off -ramp NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 2 0 0 0 0 1 0 0 0 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 56 1 0 8 77 0 0 0 0 264 0 0 0 1 0 407 0 70 2 0 11 118 0 0 0 0 255 0 0 0 3 0 459 78:�30 0 88 5 0 26 141 0 0 0 0 224 0 0 0 1 0 485 0 133 10 0 37 168 0 0 1 1 195 0 0 0 3 0 548 0 122 6 0 23 129 0 0 1 1 180 0 0 0 2 0 964 0 90 4 0 13 167 0 0 0 0 214 0 0 0 2 0 490 0 58 1 0 14 138 0 0 1 0 250 0 0 0 3 0 965 0 86 7 0 18 91 0 0 0 0 259 0 0 0 3 0 464 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 0 703 36 0 150 1029 0 0 3 2 1841 0 0 0 18 0 3782 APPROACH%'s: 0.00% 95.13% 4.87% 0.00% 12.72% 87.28% 0.00% 0.00% 0.16% 0.11% 99.73% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK MR 07:30 AM - 08:30 AM 99 605 0 0 2 2 813 0 0 0 8 0 TOTAL 1987 PEAK MR VOL: 0 433 25 0 PEAK MR FACTOR : 0.000 0.814 0.625 0.000 0.669 0.900 0.000 0.000 0.500 0.500 0.907 0.000 0.000 0.000 0.667 0.000 0.801 0.859 0.912 0.667 0.906 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 2 0 0 0 0 1 0 0 0 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 143 1 0 2 112 0 0 0 0 175 0 5 0 6 0 444 0 149 0 1 1 115 0 0 0 0 203 0 2 0 5 0 476 75:00 0 147 3 0 0 114 0 0 0 0 223 0 1 0 8 0 496 0 179 3 0 0 129 0 0 0 0 235 0 0 0 11 0 557 0 182 2 0 3 150 0 0 0 0 212 0 1 0 28 0 578 0 2023 0 2 151 0 0 0 0 211 0 1 0 8 0 578 0 173 3 0 0 112 0 0 1 0 230 0 0 0 9 0 528 0 160 2 0 4 136 0 0 0 0 207 0 0 0 5 0 514 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 1335 17 1 12 1019 0 0 1 0 1696 0 10 0 80 0 4171 APPROACH%'s: 0.00% 98.67% 1.26% 0.07% 1.16% 98.84% 0.00% 0.00% 0.06% 0.00% 99.94% 0.00% 11.11% 0.00% 88.89% 0.00% PEAK MR 04:45 PM-05:45 PM 5 542 0 0 1 0 888 0 2 0 56 0 TOTAL 2241 PEAK MR VOL: 0 736 11 0 PEAK MR FACTOR : 0.000 0.911 0.917 0.000 0.417 0.897 0.000 0.000 0.250 0.000 0.945 0.000 0.500 0.000 0.500 0.000 0.911 0.894 0.946 0.500 0.969 Prepared by National Data & Surveying Services Broadway & Santa Clara Ave Peak Hour Turning Movement Count F I ID: 18-01166-013 Broadway Day: Tuesday City: Santa Ana SOUTHBOUND Date: 08/28/2018 Cn 07.30 AM - 08.30 AM AM 0 1412 51 0 421 AM 07.00 AM - 09.00 AM O C Z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 04.45 PM - 05.45 PM PM 0 1277 113 1 742 PM 04.00 PM - 06.00 PM 0 AM NOON PM 41 4 PM NOON AM 0 2 1 0 1 20 0 4 0 0 0 Cn > • '• 0 0 0 0 a MI • 0 0 0 0 Signalized 1 r 97 0 94 6 0 105 0 122 j 0 2798 0 2973 0 0 0 0 • AM NOON PM D 0)286 0 237 1 0.93 0.96 => 780 0 696 175 0 77 0 0 0 2 0 AM NOON PM 1141 +1 It & PM NOON AM Total Vehicles (AM) PM 1451 0 0 599 430 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON Itt AM 1681 �-o 0 312 359 AM F : t z rNORTHBOUNDz r Broadway Total Vehicles (NOON) Total Vehicles (NOON) I 411 Q# o� Pedestrians (Crosswalks) ti° 44" ~ 0 �o 0 0 oti 7 Q 141 L► st t 0 Q� a Z Q Q Z a 9,� 0 t Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► t o 0 0 0 0 0 : t ♦ 00 0 0 Z Q Q Z oo+ o National Data & Surveying Services Location: Broadway & Santa Clara Ave Intersection Turning Movement Count City: Santa Ana Control: Signalized NS/EW Broadway Broadway Total Santa Clara Ave Project ID: 18-01166-013 Date: 8/28/2018 Santa Clara Ave NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 2 0 0 0 1 0 0 1 0 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 42 59 0 9 325 0 0 10 65 41 0 10 0 0 0 561 0 46 77 0 12 350 0 0 16 67 50 0 12 0 3 0 633 78:�30 0 63 95 0 8 367 0 0 32 66 49 0 28 0 1 0 709 0 92 103 0 11 381 0 0 24 66 43 0 31 0 0 0 751 0 85 91 0 13 341 0 0 26 73 44 0 21 0 2 0 696 0 72 70 0 19 323 0 0 23 81 39 0 14 0 1 0 642 0 96 39 0 8 320 0 0 20 67 96 0 10 0 2 0 558 0 5635 0 21 317 0 0 12 46 37 0 30 0 2 0 556 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 502 569 0 101 2724 0 0 163 531 349 0 156 0 11 0 5106 APPROACH%'s: 0.00% 46.87% 53.13% 0.00% 3.58% 96.42% 0.00% 0.00% 15.63% 50.91% 33.46% 0.00% 93.41% 0.00% 6.59% 0.00% PEAK MR 07:30 AM - 08:30 AM 51 1412 0 0 105 286 175 0 94 0 4 0 TOTAL 2798 PEAK MR VOL: 0 312 359 0 PEAK MR FACTOR : 0.000 0.848 0.871 0.000 0.671 0.927 0.000 0.000 0.820 0.883 0.893 0.000 0.758 0.000 0.500 0.000 0.860 0.933 0.963 0.790 0.931 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 2 0 0 0 1 0 0 1 0 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 135 71 0 20 251 0 0 13 56 13 0 10 0 4 0 573 0 118 98 0 19 280 0 0 20 50 15 0 19 0 1 0 620 75:00 0 116 81 0 22 303 0 0 22 60 17 0 21 0 2 0 644 0 134 100 0 31 358 0 1 26 56 32 0 23 0 5 0 766 0 143 124 0 23 311 0 0 29 63 14 0 20 0 4 0 731 0 171 104 0 31 310 0 0 39 69 14 0 30 0 5 0 773 0 151 102 0 28 298 0 0 28 49 17 0 24 0 6 0 703 0 126 98 0 24 302 0 0 20 50 13 0 18 0 3 1 655 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 1094 778 0 198 2413 0 1 197 453 135 0 165 0 30 1 5965 APPROACH%'s: 0.00% 58.44% 41.56% 0.00% 7.58% 92.38% 0.00% 0.04% 25.10% 57.71% 17.20% 0.00% 84.18% 0.00% 15.31% 0.51% PEAK MR 04:45 PM-05:45 PM 113 1277 0 1 122 237 77 0 97 0 20 0 TOTAL 2973 PEAK MR VOL: 0 599 430 0 PEAK MR FACTOR : 0.000 0.876 0.867 0.000 0.911 0.892 0.000 0.250 0.782 0.859 0.602 0.000 0.808 0.000 0.833 0.000 0.935 0.892 0.893 0.836 0.962 Prepared by National Data & Surveying Services Main St & Santa Clara Ave/I-5 Ramp Peak Hour Turning Movement Count F I ID: 18-01166-014 Main St Day: Tuesday City: Santa Ana SOUTHBOUND Date: 08/28/2018 Cn 07.15 AM - 08.15 AM AM 96 1377 56 2 515 AM 07.00 AM - 09.00 AM O C Z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 04.45 PM - 05.45 PM PM 61 1215 128 6 1035 PM 03.45 PM - 05.45 PM 0 AM NOON PM 41 4 PM NOON AM � 0 3 2 0 � � 0 0 0 0 � 106 0 66 L? • '• 0 0 0 0 n 0 0 0 0 Signalized O r 0 0 0 Q „ go D 107 0 201 1.5 3340 0 3993 0 0 0 0 0 AM NOON PM V 420 0 505 1 0.95 0.93 1516 0 1195 M 146 0 157 0.5 0)0 2 3 1 AM NOON PM It 1+ PM NOON AM Total Vehicles (AM) PM 1376 4 5 828 883 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON ItL AM 1524 1 10 406 719 AM atL <4> z rNORTHBOUNDz r Main St Total Vehicles (NOON) Total Vehicles (NOON) I 41Q� o� Pedestrians (Crosswalks) do 44" Q ♦% �► ~ 0 �o 0 0 oti 7 t 0 Ip M Z Q Q Z M 9,� 0 t Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► st t o 0 0 0 0 0 : t ♦ ♦ 00 00 i r o '9?, M Z Q Q Z �, t A tiooy o0+ o �, National Data & Surveying Services Intersection Turning Movement Count Loca00n: Main St A Qnb Clara AveA5 Ramp Ctry . Santa Ana Project ID: 18 01166 014 Control: Signalized Date: 8/28/2018 Total ND/EW Streets: Mama San. Clara AveA5 Ramp San. Clara AveA5 Ramp NORILBOUND SOULLBOUND EASIBOUND WESTBOUND 2 3 1 0 0 2 3 0 0 0 l 15 1 05 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR ND NL2 ST ST SR Sir SR2 EL ET ER Ell BUR WL AT VAR WD pi EAU E2L2 E212 E2R2 E202 TOTAL J I00 AM 2 69 126 0 0 19 2T/ 10 1 0 13 JJ 34 0 0 0 0 0 0 0 0 0 0 128 6 757 J'.15 AM 2 79 167 0 0 ]5 39J 19 0 0 27 98 92 O O O O O O O O O O 130 fi 92 J 30 AM 0 111 160 0 0 16 383 26 1 0 22 109 33 0 0 0 0 0 0 0 0 1 1 133 9 1005 J 145 AM 9 113 20.5 O O 10 355 25 1 O D lOfi 32 0 0 O O O O O O 1 1 132 16 1028 8100 AM 4 103 187 1 0 ]5 292 26 0 0 31 107 39 0 0 0 0 0 0 0 0 0 0 116 4 925 8'.15 AM 2 94 121 0 0 12 293 15 0 0 37 Jfi fiJ 0 0 0 0 0 0 0 0 0 0 102 3 822 830 AM 0 82 90 1 0 14 321 14 3 0 23 58 39 0 0 0 0 0 0 0 0 0 0 106 4 755 8145 AM 4 92 86 0 0 21 238 22 0 0 18 48 33 0 0 0 0 0 0 0 0 0 0 92 8 662 NL NT NR NU NL2 ST ST SR SU SR2 EL ET ER Ell BUR WL AT VAR WU pi EAU E2L2 E2R E2R2 E2U2 TOTAL TOTAL VOLUMES 18 T38 1142 2 0 122 2506 157 6 0 198 679 319 0 0 0 0 0 0 0 0 2 2 939 56 6886 LPPUTWH%s: 0.951. 38.84% 6011% O. 11% 000% 437% 8979% 5.63 c. 021. 000. 16 56 Yo 5677 c. 2667% 000% 000% 000% 020% 020% 93.99% 5.61% PEW OR:I 10 0715 M1- 0815 90fi J19 M1 1 O 56 ]87 9fi 2 0 l0J 920 196 O O O O 0 0 0 0 2 2 511 35 TOTAL 3890 PEAK HR VOL: 11 906 J19 fit 1888 131 lO7 420 146 PEW OR FLUOR: 0625 0.898 0.877 0250 0.000 0.875 0.899 0.923 0500 0.000 0.863 0.963 0.861 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0500 0500 0.961 0547 0.882 0.898 0.951 0.946 NORTIBOUND SOUTIBOUND EASIBOUND WESTBOUND 2 3 1 0 0 2 3 0 0 0 15 1 05 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU NL2 ST ST SR Sir SR2 EL ET ER Ell BUR WL AT VAR WU WR EAU E2L2 E21R E2R2 E2U2 TOTAL 9'.00 PM 1 184 190 1 0 45 259 3 0 0 30 90 29 0 0 0 0 0 0 0 0 0 1 58 J 898 9'. 15 PM 3 182 19 1 0 29 306 ]5 2 0 36 110 30 0 0 0 0 0 0 0 0 1 0 78 2 988 430 PM 1 182 217 5 0 33 319 12 0 0 39 101 32 O O O O O O O O O O J9 3 1018 9'.95 PM 1 183 222 1 O 33 2R 18 3 0 1 38 133 34 0 0 0 0 0 0 0 0 0 0 97 3 1018 500 PM 0 220 211 1 0 31 289 14 2 0 54 141 97 0 0 0 0 0 0 0 0 0 0 JJ 5 109 5'. 15 PM 4 219 233 2 0 30 348 lfi 0 0 56 125 38 0 0 0 0 0 0 0 0 0 0 97 4 11T2 530 PM 0 206 217 0 0 34 325 I3 1 0 53 1Ofi 38 O O O O O O O O O O 82 3 1079 5'.45 PM 1 214 212 5 0 28 325 16 3 0 46 101 31 0 0 0 0 0 0 0 0 0 0 85 3 1071 NL NT NR NU NL2 ST ST SR Sir SR2 EL ET ER Ell BUR WL AT VAR WU WR EAU E2L2 E2R E2R2 E2U2 TOTAL TOTAL VOLUMES 10 1376 1483 11 0 235 2099 91 8 0 306 806 248 0 0 0 0 0 0 0 0 1 1 563 27 7265 LPPROXF!%'s: 035% 97 78% 51.49% 038% 000% 9.66% 8627% 374% 033% 000% 2250 Cc 5926% 1824% 000% O.0 000% 017% O. 17% 95. 10% 456% PEW AR: 5 04:45 PM - 05:45 828 883 PM 4 0 128 1215 61 6 0 201 505 157 O O O 0 0 0 0 0 0 0 353 15 TOTAL 4361 PEAK ORVOL: 9 828 883 134 1568 Jfi 201 505 157 PEWHRFWTOR: 013 0.941 0.947 0500 0.000 0.941 0.8T3 0.847 0500 0.000 0.897 0.895 0.835 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.910 0750 0.939 0.895 0.89 0.930 Prepared by National Data & Surveying Services Broadway & Buffalo Ave/Apartment Dwy Peak Hour Turning Movement Count F I ID: 18-01166-015 Broadway Day: Tuesday City: Santa Ana SOUTHBOUND Date: 08/28/2018 Cn 07.30 AM - 08.30 AM AM 7 1477 238 0 666 AM 07.00 AM - 09.00 AM O C Z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 04.45 PM - 05.45 PM PM 1 1359 144 1 1028 PM 03.45 PM - 05.45 PM 0 AM NOON PM 4 PM NOON AM IOU 0 2 1 0 0 0 0 0 �+ }' 12 0 3 (D • '• 1 0 0 0 M • 0 0 0 0 Signalized 0 r 0 0 0 Q 1 0 0 0 2549 0 2869 0 0 0 0 • AM NOON PM � Q - a 0 0 0 0 1 0.91 0.96 M => 476 0 392 2 0 3 1 0 0 2 0 m AM NOON PM 1+ PM NOON AM Total Vehicles (AM) PM 1362 0 2 1027 332 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON Itt AM 1479 0 5 665 154 AM : t <4> z rNORTHBOUNDz r Broadway Total Vehicles (NOON) Total Vehicles (NOON) Q� o� Pedestrians (Crosswalks) ti° A� st t Z Q Q Z a '14 0 t z r �' 0 0 o00 000Le z r Li ♦1 ♦ f� PM ♦ � PM � ♦ f� NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► J t o 0 0 0 0 0 : t ♦ 00 00 Z Q Q Z oo+ o National Data & Surveying Services Intersection Turning Movement Count Location : Broadway A Buffalo Ave/Apartment wy Olry. Santa Ana Control: Signalized Total Project ID 18 01166 015 oete: B/2B/2lt Ndi Streets: Broadway Broadway Buffalo Ave/ApartmentDwy Buffalo Ave/ApartmentDwy NORTIBOOND '�. NOTIBOOND EASIBOOND VVESTBOOND 0 2 0 0 0 1 2 0 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 NL NT NR NO NI2 ST ST SR SU SR2 EL ET ER EU EU2 wL AT VAR w0 Vi EAU E2L2 E2T2 E2R2 E202 TOTAL J I00 AM 1 103 18 0 0 39 399 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 506 7'.15 AM 0 119 26 0 1 �. 96 359 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 0 554 J 30 AM 1 157 30 0 0 57 398 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 646 J I45 AM 1 191 51 0 1 fifi 392 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 705 8100 AM 2 175 90 0 0 63 399 3 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 0 635 8'.15AM 1 142 33 0 1 52 338 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 570 830AM 0 79 19 0 0 53 310 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 460 8145 AM 0 86 23 0 0 95 335 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 492 NL NT NR NV NL2 ST ST SR SU SR2 EL ET ER E1 E12 WL AT VAR WV Vi EAU E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL MES: fi 1052 235 0 3 421 2825 11 0 3 1 1 3 0 0 0 0 0 0 0 0 3 9 0 0 9568 LPPROLLH°/oS: 046c. 81.17% 18. 13% 0.00% 023% 12.91% 8666% 034% 0.00% 0.09% 20.00% 20.00% 60.00% 0.00% 0.00% 0.00% 42.86% 57.14% 0.00% 0.0i PELK HR: 5 0]30 M1-0830 b 154 AM 0 2 231 1977 J 0 1 1 0 2 0 0 0 0 0 0 0 0 1 3 0 0 TOTAL 255fi PEAK OR VOL: J 665 154 238 19JJ 8 2 3 2 1 PELK OR FLUOR: 0.625 0.870 0.755 0.000 0500 0.902 0.928 0583 0.000 0250 0250 0.000 0500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0250 0.750 0.000 0.000 0.846 0.938 0.750 0.90fi NORTIBOVNO SOULTBOVNO EASIBOVNO WESTBOUND 0 2 0 0 0 1 2 0 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 NL NT NR NU NL2 ST ST SR SU SR2 EL ET ER E1 E12 WL AT VAR WU Vi EAU E2L2 E2T2 E2R2 E2U2 TOTAL 9'.0O PM 1 204 5J 0 0 22 269 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 554 9'. 15 PM 0 213 67 0 2 21 305 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 610 430 PM 0 206 JJ 0 0 25 316 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 625 9'.95 PM 0 236 83 0 0 35 389 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 793 5 00 PM 1 263 83 0 1 26 304 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 679 5'. 15 PM 0 279 99 0 0 92 332 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 799 530 PM 1 254 72 0 0 91 334 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 705 5'.45 PM 0 234 60 0 0 21 300 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 617 NL NT NR NU NL2 ST ST SR SU SR2 EL ET ER E1 E12 WL AT VAR Air Vi EAU E2L2 E2T2 E2R2 E2U2 TOTAL TOT. V0WME8: 3 1650 533 0 3 212 2249 2 1 1 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 4660 LPPROLLH Is: 0. 14% 7538% 2435% 0.00% 0. 14% 8.60% 9124% 0.08% 0.04% 0.04% 0.00% 0.00% 100.00% 0.00% 00A 0.00% 0.00% 100.00% 0.00% O.00Yo PELK HR: 2 09:95 PM - 05:45 1027 332 PM 0 1 199 I359 1 1 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 2871 PEAK ORVOL: 3 1027 332 199 ]359 2 0 0 3 Pi ORFLUOR: 0500 0.9J 0.883 0.000 0250 0857 0.8T3 0250 0250 0250 0.000 0.000 0375 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.925 0.888 0375 0'965 Prepared by National Data & Surveying Services Main St & Buffalo Ave/I-5 Ramp Peak Hour Turning Movement Count F I ID: 18-01166-016 Main St Day: Tuesday City: Santa Ana SOUTHBOUND Date: 08/28/2018 Cn 07.15 AM - 08.15 AM AM 0 1397 640 0 1132 AM 07.00 AM - 09.00 AM O C Z O --1= NONE NOON 0 0 0 0 0 NOON NONE m w O a. 05.00 PM - 06.00 PM PM 0 1125 611 0 1735 PM 04.00 PM - 06.00 PM 0 AM NOON PM 41 4 PM NOON AM 0. 0 3 2 0 0 0 0 0 IOU E 0 0 0 M • '• 0 0 0 0 L? O ::Z 00 0 0 0 Signalized O r 0 0 0 D Q 114 0 318 j 0.5 3452 0 3711 0 0 0 0 0 0 AM NOON PM M 209 0 146 1 0.92 0.95 => 783 0 879 m 44 0 68 0.5 0 0 3 0 AM NOON PM 41 +1 It 1+ PM NOON AM Total Vehicles (AM) PM 1193 0 0 1417 26 PM Total Vehicles (AM) NOON 0 0 0 0 0 NOON Itt AM 1441 �—o 0 1018 30 AM F : t i rNORTHBOUNDz r Main St Total Vehicles (NOON) Total Vehicles (NOON) Q# o� Pedestrians (Crosswalks) do 44" 011, st t Z Q Q Z a 9,� O t Z r o 0 0 0 0 0 r ♦1 ♦ f� PM 0 0 ♦ � PM � ♦ f� Le NOON o ♦ ♦ 0 NOON Total Vehicles (PM) AM 0 0 AM AM 0 0 AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON 4♦ L► PM 0 0 PM 4♦ L► t o 0 0 0 0 0 : t <4>♦ O 00 00 O r � '9?� a Z Q Q Z a Q�` O � r �, t ro A tiooy oo+ o *1 ♦ 1* National Data & Surveying Services Location: Main St&Buffalo Ave/1-5 RamIntersection Turning Movement Count City: Santa Ana Project ID: 18-01166-016 Control: Signalized Date: 8/28/2018 Total NS/EVJ Streets: Main St Main St Buffalo Ave/I-5 Ramp Buffalo Ave/I-5 Ramp NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 3 0 0 2 3 0 0 0.5 1 0.5 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 165 7 0 117 303 0 0 18 37 2 0 0 0 0 0 649 0 217 6 0 157 361 0 0 26 41 5 0 0 0 0 0 813 78:45 0 249 8 0 156 363 0 0 20 62 5 0 0 0 0 0 863 0 288 8 0 179 349 0 0 39 61 17 0 0 0 0 0 941 0 264 8 0 198 324 0 0 29 45 17 0 0 0 0 0 835 0 188 5 0 164 288 0 0 26 90 7 0 0 0 0 0 718 0 162 4 0 125 329 0 0 12 37 8 0 0 0 0 0 677 0 163 7 0 84 284 0 0 17 29 6 0 0 0 0 0 590 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 1696 53 0 1130 2601 0 0 187 352 67 0 0 0 0 0 6086 APPROACH^/o's: 0.00% 96.97% 3.03% 0.00% 30.29% 69.71% 0.00% 0.00% 30.86% 58.09% 11.06% 0.00% PEAK H0.: 07:15 AM - 08:15 AM 640 1397 0 0 114 209 44 0 0 0 0 0 TOTAL 3452 PEAK H0. VOL: 0 1018 30 0 PEAK H0. FACTOR : 0.000 0.884 0.938 0.000 0.894 0.962 0.000 0.000 0.731 0.843 0.647 0.000 0.000 0.000 0.000 0.000 0.885 0.964 0.784 0.917 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 3 0 0 2 3 0 0 0.5 1 0.5 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 0 310 6 0 123 208 0 0 64 23 12 0 0 0 0 0 746 0 317 11 0 165 246 0 0 71 28 8 0 0 0 0 0 846 75:00 0 336 10 0 123 294 0 0 66 36 10 0 0 0 0 0 875 0 327 4 0 147 259 0 0 83 43 9 0 0 0 0 0 872 0 396 10 0 156 247 0 0 77 45 16 0 0 0 0 0 897 0 390 5 0 145 314 0 0 105 41 27 0 0 0 0 0 977 0 367 6 0 144 302 0 0 71 36 16 0 0 0 0 0 942 0 364 5 0 166 262 0 0 65 24 9 0 0 0 0 0 895 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 0 2707 57 0 1169 2132 0 0 602 276 107 0 0 0 0 0 7050 APPROACH Ws: 0.00% 97.94% 2.06% 0.00% 35.41% 64.59% 0.00% 0.00% 61.12% 28.02% 10.86% 0.00% PEAK H0. : 05:00 PM -06:00 PM 611 1125 0 0 318 146 68 0 0 0 0 0 TOTAL 3711 PEAK MR VOL: 0 1417 26 0 PEAK MR FACTOR : 0.000 0.965 0.650 0.000 0.920 0.896 0.000 0.000 0.757 0.811 0.630 0.000 0.000 0.000 0.000 0.000 0.967 0.946 0.769 0.950 ID: 18-01166-017 City: Santa Ana Prepared by National Data & Surveying Services Broadway & 17th St Peak Hour Turning Movement Count Broadway Cn 07.15 AM - 08.15 AM AM 122 1063 172 0 oc NONE NOON 0 0 0 0 Y Q a- 1 04.45 PM - 05.45 PM PM 272 723 117 0 AM NOON PM ♦% ♦ 4 to � 1 2 1 0 1521� 0 1759 c:�= N 0 16 0 42 � 0 � 156 T 0 303 j 2 1080 0 1140 ♦ 3 74 0 67 0 AM NOON PM Total Vehicles (AM) PM 1 NOON k> AM i«, t �►r Total Vehicles (NOON) 847 0 1259 4 Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom Role] a►TiQiI91[fill a"T PM NOON AM 0 � 38 0 52 3 ♦ 1244 0 1251 2 r 86 0 282 0 � 11 0 13 =:> 1406 0 � 1407 0 1 2 0 V n +1 1 t 1+ 876 0 201 918 138 PM O O O O O NOON 1419 1 0 132 639 142 AM Broadway I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t ♦ ♦ z r O P� a O Z Q Q Z L ♦1 i f� o00 PM 0 ♦ 000 � ♦ ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦ ♦1 ♦ r ♦ r► O O 9� a A y°oy O O Z Q Q Z 0 oo+ O PM NOON AM n O C z m X O W Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) I L i«, t r►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Lora tion: Broadway & 17th St Intersection Turning Movement Count City: Santa Ana Control: Signalized NS/EW Broadway Broadway Total 17th St Project ID: 18-01166-017 Date: 8/28/2018 17th St NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 2 1 0 2 3 0 0 2 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 5 85 20 0 30 250 43 0 36 300 10 1 55 231 5 0 1071 28 123 33 0 19 276 27 0 31 316 15 3 54 313 6 1 1245 78:�30 34 145 37 0 58 254 42 0 43 277 13 5 77 321 14 1 1321 30 197 34 0 63 286 19 0 44 234 27 2 93 302 10 7 1348 90 174 38 0 32 247 34 0 38 253 19 6 58 315 22 4 1280 20 93 17 0 25 262 36 0 42 314 16 3 44 244 15 2 1133 14 68 18 0 31 205 29 0 47 276 16 2 38 241 15 2 1002 12 71 13 0 24 229 38 0 51 273 21 7 55 204 20 1 1019 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 183 956 210 0 282 2009 268 0 332 2243 137 29 474 2171 107 18 9419 APPROACH^/o's: 13.57% 70.87% 15.57% 0.00% 11.02% 78.51% 10.47% 0.00% 12.11% 81.83% 5.00% 1.06% 17.11% 78.38% 3.86% 0.65% PEAK MR : 07:15 AM - 08:15 AM 172 1063 122 0 156 1080 74 16 282 1251 52 13 TOTAL 5194 PEAK MR VOL: 132 639 142 0 PEAK MR FACTOR : 0.825 0.811 0.934 0.000 0.683 0.929 0.726 0.000 0.886 0.854 0.685 0.667 0.758 0.974 0.591 0.464 0.875 0.922 0.908 0.967 0.963 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 0 0 1 2 1 0 2 3 0 0 2 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 46 213 32 0 22 159 67 0 51 289 17 3 28 321 9 4 1261 42 195 37 0 16 182 63 0 69 307 17 12 23 303 20 2 1288 75:00 36 185 37 0 33 199 83 0 105 292 14 5 20 280 23 3 1315 50 234 39 0 29 196 61 0 66 296 15 8 21 315 9 2 1341 54 229 98 0 30 171 58 0 89 254 13 12 26 304 8 3 1299 45 237 25 0 31 185 79 0 86 284 14 13 17 299 10 5 1330 52 218 26 0 27 171 74 0 62 306 25 9 22 326 11 1 1330 35 184 29 0 24 194 50 0 56 265 15 5 25 327 16 5 1230 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 360 1695 273 0 212 1457 535 0 584 2293 130 67 182 2475 106 25 10394 APPROACH^/o's: 15.46% 72.81% 11.73% 0.00% 9.62% 66.11% 24.27% 0.00% 19.00% 74.59% 4.23% 2.18% 6.53% 88.77% 3.80% 0.90% PEAK MR : 04:45 PM -05:45 PM 117 723 272 0 303 1140 67 42 86 1244 38 11 TOTAL 5300 PEAK MR VOL: 201 918 138 0 PEAK MR FACTOR : 0.931 0.968 0.719 0.000 0.944 0.922 0.861 0.000 0.851 0.931 0.670 0.808 0.827 0.954 0.864 0.550 0.949 0.942 0.965 0.958 0.988 ID: 18-01166-018 City: Santa Ana Prepared by National Data & Surveying Services Main St & 17th St Peak Hour Turning Movement Count Main St Cn 07.15 AM - 08.15 AM AM 96 1105 149 0 oc NONE NOON 0 0 0 0 Y Q a- 1 04.45 PM - 05.45 PM PM 142 847 207 1 AM NOON PM ♦% ♦ 4 to � 0 2 2 0 1564� 0 1390 c:�= N 0 1 0 8� 0 � 130 T 0 212 j 2 1196 0 1258 ♦ 3 73 0 70 0 AM NOON PM Total Vehicles (AM) PM NOON <4> AM i«, t �►r Total Vehicles (NOON) 1021 0 1358 4 Day: Tuesday Date: 08/28/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom Role] a►TiQiI91[fill a"T PM NOON AM 0 � 50 0 31 3 ♦ 1070 0 1315 2 r 166 0 302 0 � 7 0 6 =:> 1586 0 � 1520 0 2 2 1 V n +1 1 t 1+ 1083 0 170 1095 114 PM O O O O O NOON 1480 0 152 860 169 AM NORTHBOUND Main St I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O t ♦ ♦ O P� a O � Z Q Q Z a 9,� O Le ♦1 i f� o00 PM 0 ♦ 000 ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦ ♦1 ♦ r ♦ r► O O 9� a A y°oy °o °o Z Q Q Z oo+ O PM NOON AM n O C z m W O W Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) It L i«, t �►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r Location: Main St & 17th St City: Santa Ana Control: Signalized NS/EW Main St National Data & Surveying Services Intersection Turning Movement Count Main St Total 17th St Project ID: 18-01166-018 Date: 8/28/2018 17th St NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 1 0 2 2 0 0 2 3 0 0 2 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 26 136 20 0 33 250 16 0 22 306 19 0 49 238 9 1 1125 41 180 26 0 31 287 20 0 36 309 17 0 52 299 5 2 1305 78:�30 46 199 37 0 37 272 20 0 20 299 20 0 91 340 13 2 1396 41 261 58 0 36 288 30 0 33 278 23 1 97 327 5 1 1479 24 220 98 0 45 258 26 0 41 310 13 0 62 349 8 1 1405 24 151 30 0 56 247 15 0 34 311 33 1 44 263 5 0 1214 20 144 18 0 47 256 15 0 20 269 23 0 51 263 14 3 1143 26 125 21 0 31 222 31 0 44 268 19 2 56 222 13 3 1083 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 248 1416 258 0 316 2080 173 0 250 2350 167 4 502 2301 72 13 10150 APPROACH^/o's: 12.90% 73.67% 13.42% 0.00% 12.30% 80.97% 6.73% 0.00% 9.02% 84.81% 6.03% 0.14% 17.38% 79.67% 2.49% 0.45% PEAK MR : 07:15 AM - 08:15 AM 149 1105 96 0 130 1196 73 1 302 1315 31 6 TOTAL 5585 PEAK MR VOL: 152 860 169 0 PEAK MR FACTOR : 0.826 0.824 0.728 0.000 0.828 0.959 0.800 0.000 0.793 0.965 0.793 0.250 0.778 0.942 0.596 0.750 0.820 0.953 0.962 0.927 0.944 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 2 1 0 2 2 0 0 2 3 0 0 2 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 52 223 42 0 32 144 30 0 49 302 15 5 42 261 21 5 1223 42 238 31 0 38 162 30 0 47 314 18 3 46 290 19 3 1281 75:00 43 264 27 0 49 201 23 0 55 287 22 1 54 266 16 5 1313 46 267 33 0 47 210 33 0 46 313 18 2 52 279 9 2 1357 42 275 25 0 35 185 32 0 50 314 18 2 96 282 18 2 1326 45 271 27 0 58 227 38 1 69 331 11 2 26 241 10 2 1359 37 282 29 0 67 225 39 0 47 300 23 2 42 268 13 1 1375 41 281 31 0 61 182 30 0 48 282 24 1 25 275 15 3 1299 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 348 2101 245 0 387 1536 255 1 411 2443 149 18 333 2162 121 23 10533 APPROACH^/o's: 12.92% 77.99% 9.09% 0.00% 17.76% 70.49% 11.70% 0.05% 13.60% 80.87% 4.93% 0.60% 12.62% 81.92% 4.59% 0.87% PEAK H0. : 04:45 PM -05:45 PM 207 847 142 1 212 1258 70 8 166 1070 50 7 TOTAL 5417 PEAK MR VOL: 170 1095 114 0 PEAK H0. FACTOR : 0.924 0.971 0.864 0.000 0.772 0.933 0.910 0.250 0.768 0.950 0.761 1.000 0.798 0.949 0.694 0.875 0.991 0.904 0.937 0.929 0.985 ID: 18-01244-002 City: Santa Ana Prepared by National Data & Surveying Services Parker St & La Veta Ave Peak Hour Turning Movement Count Parker St Cn 07.30 AM - 08.30 AM AM 42 1 59 0 NONE NOON 0 0 0 0 Y Q a 04.30 PM - 05.30 PM PM 46 1 50 0 AM NOON PM ♦% ♦ 4 to � 1 1 1 0 629 � 0 952 c:�= d a ca • 3 0 13 � 0 Is 27 0 24 j 1 J � 309 0 584 ♦ 2 476 0 308 0 AM NOON PM Total Vehicles (AM) PM NOON <4> AM i«, t �►r Total Vehicles (NOON) Day: Thursday Date: 11 /15/2018 AM 07:00 AM - 09:00 AM NOON I NONE mom 11I1011a Q�I91 [fIll "T PM NOON AM 0 � 25 0 33 2 ♦ 480 0 429 1 r 173 0 280 0 � 0 0 0 =:> 1008 0 � 540 0 1 1 1 V n +1 It 1+ 482 0 413 1 374 PM O O O O O NOON 757 0 155 0 172 AM NORTHBOUND Parker St I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) 0 �P O O do AA- oy O st t ♦ ♦ O P� a O Z Q Q Z L ♦1 i f� o00 PM 0 ♦ 000 ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦1 ♦ ♦ r► O A y°oy O O Z Q Q Z 0 oo+ O PM NOON AM n O C z m W O W Total Vehicles (AM) J 1y ar ♦ at L i«, t �►r Total Vehicles (NOON) It L E* Li i«, t �►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Lora tion: Parker St&La Veta Ave Intersection Turning Movement Count City: Santa Ana Control: Signalized NS/EW Parker St Parker St Total La Veta Ave Project ID: 18-01244-002 Date: 11/15/2018 La Veta Ave NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 1 1 0 1 1 1 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 28 1 19 0 11 2 5 0 2 60 60 1 42 72 2 0 305 26 1 24 0 8 1 5 0 7 56 104 1 61 84 4 0 382 78:�30 39 0 42 0 18 1 12 0 6 98 115 0 67 110 8 0 516 33 0 53 0 19 0 9 0 6 96 125 0 81 127 11 0 560 45 0 43 0 16 0 15 0 6 58 119 1 77 102 8 0 490 38 0 34 0 6 0 6 0 9 57 117 2 55 90 6 0 420 39 0 31 0 8 0 7 0 8 69 87 2 45 85 5 0 386 44 1 32 0 8 0 15 0 7 76 120 0 38 83 13 0 437 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 292 3 278 0 94 4 74 0 51 570 847 7 466 753 57 0 3496 APPROACH^/o's: 50.96% 0.52% 48.52% 0.00% 54.65% 2.33% 43.02% 0.00% 3.46% 38.64% 57.42% 0.47% 36.52% 59.01% 4.47% 0.00% PEAK MR 07:30 AM - 08:30 AM 59 1 42 0 27 309 476 3 280 429 33 0 TOTAL 1986 PEAK MR VOL: 155 0 172 0 PEAK MR FACTOR : 0.861 0.000 0.811 0.000 0.776 0.250 0.700 0.000 0.750 0.788 0.952 0.375 0.864 0.844 0.750 0.000 0.929 0.823 0.898 0.847 0 887 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 1 1 0 1 1 1 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 92 1 61 0 18 1 18 0 5 83 71 5 39 86 9 0 989 78 1 75 0 9 0 12 0 8 124 71 5 50 103 10 0 546 75:00 99 0 92 0 16 0 21 0 7 130 86 7 28 102 4 0 592 89 1 79 0 9 0 11 0 5 140 70 3 36 98 3 0 544 121 0 116 0 13 0 7 0 5 145 81 3 53 130 10 0 684 104 0 87 0 12 1 7 0 7 169 71 0 56 150 8 0 672 107 0 84 0 14 0 9 0 5 112 68 1 41 143 3 0 587 69 0 88 0 12 1 1 0 2 99 62 0 31 156 7 0 528 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 759 3 682 0 103 3 86 0 44 1002 580 24 334 968 54 0 4642 APPROACH^/o's: 52.56% 0.21% 47.23% 0.00% 53.65% 1.56% 44.79% 0.00% 2.67% 60.73% 35.15% 1.45% 24.63% 71.39% 3.98% 0.00% PEAK MR 04:30 PM-05:30 PM 50 1 46 0 24 584 308 13 173 480 25 0 TOTAL 2492 PEAK MR VOL: 413 1 374 0 PEAK MR FACTOR : 0.853 0.250 0.806 0.000 0.781 0.250 0.548 0.000 0.857 0.864 0.895 0.464 0.772 0.800 0.625 0.000 0.831 0.655 0.940 0.792 0.911 ID: 18-01244-001 City: Santa Ana Cn O Y Q w a Prepared by National Data & Surveying Services Parker St & Town and Country Rd Peak Hour Turning Movement Count Parker St Day: Thursday Date: 11 /15/2018 07:30 AM - 08:30 AM AM 231 391 30 0 NONE NOON 0 0 0 0 04:30 PM - 05:30 PM PM 276 201 11 1 AM NOON PM ♦% ♦ 4 to 0 1 1 0 296 � 0 423 c:�= p 0 18 0 4 'tj 0 � 155 c j 1 0 289 ca 138 3 0 5 ♦ 1 � 42 0 15 1 AM NOON PM Total Vehicles (AM) PM 1 L NOON AM i«, t �►r Total Vehicles (NOON) 331 0 681 4 AM 07:00 AM - 09:00 AM NOON I NONE WIL1IIIIW►TiQiI9 1111 "T PM NOON AM 0 � 45 0 14 1 ♦ 91 0 13 1 r 13 0 4 0 C7 0 0 0 0 1 1 0 V n +1 It & 229 0 52 346 3 PM O O O O O NOON 437 0 34 162 24 AM NORTHBOUND Parker St I1 ', ♦ `' Q# o� Pedestrians (Crosswalks) O �P O O do AA- oy O st t ♦ ♦ O Q� a O Z Q Q Z O ♦1 i f� o00 PM 0 ♦ 000 � ♦ ♦ 0 PM Total Vehicles (PM) NOON o AM 0 AM 0 0 NOON 0 AM 0 AM L► NOON 0 ♦ PM 0 ♦ ♦ 0 NOON 0 PM 4 ♦ t 0 0 0 O O O ♦ ♦1 ♦ r ♦ r► O O 9� a A y°oy O O Z Q Q Z a O P� O oo+ O PM NOON AM n O C z m W O W Total Vehicles (AM) J 1y ar ♦ ! L i«, t �►r Total Vehicles (NOON) It L i«, t �►r Total Vehicles (PM) 1y ar ♦ I L i«, t �►r National Data & Surveying Services Location: Parker St&Town and Countryldntersection Turning Movement Count City: Santa Ana Project ID: 18-01244-001 Control: Signalized Data: 11/15/2018 Total NS/EVJ Streets: Parker St Parker St Town and Country Rd Town and Country Rd NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 1 0 0 1 1 0 0 1 1 1 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 3 18 4 0 1 51 37 0 37 8 5 7 0 1 1 0 173 2 21 4 0 6 70 54 0 30 20 5 3 2 3 2 0 222 78:45 8 39 9 0 6 103 57 0 38 30 9 4 1 2 6 0 312 3 50 4 0 14 102 58 0 27 48 18 2 0 7 2 0 335 12 50 9 0 7 91 66 0 44 36 13 6 1 3 2 0 340 11 23 2 0 3 95 50 0 96 24 2 6 2 1 4 0 269 2 33 6 0 2 65 96 0 39 16 7 6 0 2 1 0 225 3 26 3 0 4 64 68 0 96 12 6 5 0 3 5 0 245 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 44 260 41 0 43 641 436 0 307 194 65 39 6 22 23 0 2121 APPROACH^/o's: 12.75% 75.36% 11.88% 0.00% 3.84% 57.23% 38.93% 0.00% 50.74% 32.07% 10.74% 6.45% 11.76% 43.14% 45.10% 0.00% PEAK H0.: 07:M AM - 08:30 AM 30 391 231 0 155 138 42 18 4 13 14 0 TOTAL 1256 PEAK H0. VOL: 34 162 24 0 PEAK H0. FACTOR : 0.708 0.810 0.667 0.000 0.536 0.949 0.875 0.000 0.842 0.719 0.583 0.750 0.500 0.464 0.583 0.000 0.775 0.937 0.891 0.861 0.924 NORTHBOUND SOUiHBOUND EASTBOUND WESTBOUND 1 0 0 1 1 0 0 1 1 1 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 10 57 1 0 4 96 63 0 81 1 2 1 2 11 4 0 283 8 55 1 0 5 98 67 0 75 3 7 1 2 7 9 0 288 75:00 9 71 1 0 1 49 67 0 69 1 4 1 1 14 9 0 297 9 77 0 0 5 39 63 0 78 1 3 1 2 18 4 0 300 24 107 1 0 2 60 72 0 68 3 4 0 7 90 26 0 414 10 91 1 0 3 53 74 1 74 0 4 2 3 19 6 0 341 7 75 1 0 4 43 56 0 68 1 2 3 2 18 12 0 292 8 62 0 0 4 40 55 0 74 1 1 0 1 6 2 0 254 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 85 595 6 0 28 378 517 1 587 11 27 9 20 133 72 0 2469 APPROACH^/o's: 12.39% 86.73% 0.87% 0.00% 3.03% 40.91% 55.95% 0.11% 92.59% 1.74% 4.26% 1.42% 8.89% 59.11% 32.00% 0.00% PEAK H0.: 04:30 PM -05:30 PM 11 201 276 1 289 5 15 4 13 91 45 0 TOTAL 1352 PEAK HR VOL: 52 346 3 0 PEAK HR FACTOR : 0.542 0.808 0.750 0.000 0.550 0.838 0.932 0.250 0.926 0.417 0.938 0.500 0.464 0.569 0.433 0.000 0.759 0.912 0.943 0.510 0.816 Prepared by NDS/ATD VOLUME S Main St Bet. W Palmyra Ave & W La Veta Ave Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_001 DAILY TOTALS 15,508 14,1 AM Period 00:00 41 27 68 12:00 264 235 499 00:15 30 28 58 12:15 270 213 483 00:30 30 18 48 12:30 277 227 504 00AS 24 125 18 91 42 216 12AS 288 1099 231 906 519 2005 01:00 18 21 39 13:00 283 209 492 01:15 18 10 28 13:15 234 187 421 01:30 12 13 25 13:30 272 223 495 01AS 17 65 9 53 26 118 13AS 251 1040 177 796 428 1836 02:00 7 12 19 14:00 258 215 473 02:15 21 11 32 14:15 280 231 511 02:30 11 18 29 14:30 287 212 499 02AS 12 51 18 59 30 110 14AS 253 1078 251 909 504 1987 03:00 6 8 14 15:00 259 211 470 03:15 13 10 23 15:15 252 242 494 03:30 14 16 30 15:30 319 235 554 03AS 19 52 9 43 28 95 15:45 285 1115 233 921 518 2036 04:00 13 16 29 16:00 291 236 527 04:15 14 19 33 16:15 311 215 526 04:30 41 34 75 16:30 321 264 585 04AS 50 118 35 104 85 222 16AS 329 1252 261 976 590 2228 05:00 34 51 85 17:00 339 247 586 05:15 55 51 106 17:15 337 283 620 05:30 65 72 137 17:30 335 237 572 05:45 85 239 100 274 185 513 17AS 312 1323 269 1036 581 2359 06:00 76 82 158 18:00 322 218 540 06:15 90 129 219 18:15 287 198 485 06:30 144 184 328 18:30 280 196 476 06AS 160 470 211 606 371 1076 18AS 230 1119 162 774 392 1893 07:00 186 272 458 19:00 198 177 375 07:15 211 317 528 19:15 170 163 333 07:30 228 341 569 19:30 198 135 333 WAS 259 884 337 1267 596 2151 19AS 175 741 106 581 281 1322 08:00 215 356 571 20:00 160 125 285 08:15 208 303 511 20:15 149 104 253 08:30 175 322 497 20:30 129 97 226 08AS 208 806 257 1238 465 2044 20AS 112 550 91 417 203 967 09:00 178 222 400 21:00 132 92 224 09:15 182 191 373 21:15 103 107 210 09:30 171 183 354 21:30 101 85 186 09AS 186 717 194 790 380 1507 21AS 94 430 87 371 181 801 10:00 217 193 410 22:00 76 74 150 10:15 177 190 367 22:15 82 62 144 10:30 185 189 374 22:30 72 67 139 10AS 225 804 194 766 419 1570 22AS 64 294 41 244 105 538 11:00 229 182 411 23:00 63 44 107 11:15 223 185 408 23:15 42 35 77 11:30 229 221 450 23:30 47 29 76 11:45 263 944 208 796 471 1740 23AS 40 192 30 138 70 330 TOTALS 5275 6087 11362 TOTALS 10233 8069 18302 SPLIT% 1 46.4%O 53.6% 38.3°6 SPLIT% 1 55.9% 44.1% 61.7% 1TOTALS F r AM Peak Hour 1145 07:15 07:15 PM Peak Hour 1645 16:30 16:30 AM Pk Volume 1074 1351 2264 PM Pk Volume 1340 1055 2381 Pk Hr Factor 0.969 0.949 0.950 Pk Hr Factor 0.999 0.932 0.960 7-9 Volume 1690 2505 4195 4-6 Volume 2575 2012 4587 7-9 Peak Hour 07:15 07:15 07:15 4-6 Peak Hour 1645 16:30 16:30 7-9PkVolume 913 1351 2264 1340 1055 2381 Pk Hr Factor 0.991 0.949 0.950 Pk Hr Factor 0.999 0.932 0.960 Prepared by NDS/ATD VOLUME S Main St Bet. W La Veta Ave & Main Place Dr/Town and Country Rd Day: Tuesday City: Santa Ana Date: 8/28/2018 Project#: CA18_1167_002 DAILY • 1 1 AM Period Period NB 3D WB TOTAL 00:00 43 43 86 12:00 241 310 557 00:15 27 36 63 12:15 297 295 592 00:30 19 28 47 12:30 317 304 621 00AS 26 115 32 139 58 254 12AS 344 1205 277 1186 621 2391 01:00 22 18 40 13:00 304 264 568 O1:1S 15 31 46 13:15 308 287 595 01:30 11 12 23 13:30 321 256 577 01AS 11 59 14 75 25 134 13AS 306 1239 268 1075 574 2314 02:00 9 16 25 14:00 309 276 585 02:15 13 9 22 14:15 296 302 598 02:30 6 20 26 14:30 312 282 594 02AS 11 39 15 60 26 99 14AS 266 1183 296 1156 562 2339 03:00 7 10 17 15:00 257 317 574 03:15 18 9 27 1S:1S 292 296 588 03:30 17 24 41 15:30 295 351 646 03AS 21 63 13 56 34 119 1SAS 280 1124 318 1282 598 2406 04:00 9 19 28 16:00 314 329 643 04:15 23 20 43 16:15 314 355 669 04:30 46 41 87 16:30 285 331 616 04AS 54 132 51 131 105 263 16AS 329 1242 312 1327 641 2569 OS:00 49 52 101 17:00 362 410 772 OS:1S 86 75 161 17:15 364 371 735 OS:30 88 91 179 17:30 321 353 674 OSAS 155 378 87 305 242 683 17AS 346 1393 310 1444 656 2837 06:00 114 108 222 18:00 306 286 592 06:15 167 112 279 18:15 336 258 594 06:30 209 176 385 18:30 315 248 563 06AS 283 773 209 605 492 1378 18AS 288 1245 203 995 491 2240 07:00 235 276 511 19:00 233 216 449 07:15 233 365 598 19:15 226 186 412 07:30 285 365 650 19:30 197 251 448 WAS 294 1047 342 1348 636 2395 19AS 207 863 197 850 404 1713 08:00 316 335 651 20:00 167 167 334 08:15 276 274 550 20:15 169 150 319 08:30 241 274 515 20:30 155 135 290 08AS 269 1102 285 1168 554 2270 20AS 142 633 111 563 253 1196 09:00 257 222 479 21:00 152 107 259 09:15 232 222 454 21:15 104 100 204 09:30 238 189 427 21:30 115 95 210 09AS 239 966 214 847 453 1813 21AS 100 471 83 385 183 856 10:00 209 246 455 22:00 99 90 189 10:15 219 207 426 22:15 79 93 172 10:30 244 239 483 22:30 73 85 158 10AS 251 923 227 919 478 1842 22AS 75 326 71 339 146 665 11:00 215 273 488 23:00 51 61 112 11:15 242 250 492 23:15 49 42 91 11:30 257 316 573 23:30 42 57 99 11:45 291 1005 296 1135 587 2140 23AS 29 171 44 204 73 375 TOTALS 6602 13390 TOTALS 11095 10806 21901 SPLIT% 1 49.3% 5 37.9°6 SPLIT% 1 50.7% 49.3% 62.1°6 TOTALS AM Peak Hour 07:30 07:15 07:15 PM Peak Hour 17:00 1645 17:00 AM Pk Volume 1171 1407 2535 PM Pk Volume 1393 1446 2837 Pk Hr Factor 0.926 0.964 0.974 Pk Hr Factor 0.957 0.992 0.919 7-9Volume 2149 2516 4665 4-6Volume 2635 2771 5406 7-9 Peak Hour 07:30 07:15 07:15 4-6 Peak Hour 17:00 1645 17:00 7-9 Pk Volume 1171 1407 2535 orn 1393 1446 2837 Pk Hr Factor 0.926 0.964 0.974 Pk Hr Factor 0.957 0.992 0.919 Prepared by NDS/ATD VOLUME S Main St Bet. Main Place Dr/Town and Country Rd & E City Place Dr/Mall Entrance Day: Tuesday City: Santa Ana Date: 8/28/2018 Project#: CA18_1167_003 DAILY TOTALS 1 1' AM Period 00:00 31 37 68 12:00 221 259 480 00:15 25 33 58 12:15 233 241 474 00:30 13 24 37 12:30 231 234 465 00AS 21 90 25 119 46 209 12:45 253 938 248 982 501 1920 01:00 13 13 26 13:00 224 261 485 O1:1S 11 28 39 13:15 216 218 434 01:30 9 11 20 13:30 222 243 465 01AS 6 39 11 63 17 102 13AS 201 863 224 946 425 1809 02:00 8 12 20 14:00 225 258 483 02:15 10 13 23 14:15 215 245 460 02:30 6 20 26 14:30 233 260 493 02AS 11 35 14 59 25 94 14AS 206 879 229 992 435 1871 03:00 5 11 16 15:00 195 273 468 03:15 9 9 18 1S:1S 215 258 473 03:30 13 21 34 15:30 248 275 523 03AS 17 44 11 52 28 96 1SAS 221 879 260 1066 481 1945 04:00 9 17 26 16:00 254 297 551 04:15 17 21 38 16:15 241 292 533 04:30 40 36 76 16:30 216 330 546 04AS 39 105 45 119 84 224 16AS 236 947 272 1191 508 2138 OS:00 35 51 86 17:00 272 357 629 OS:1S 59 69 128 17:15 259 303 562 OS:30 63 75 138 17:30 273 304 577 OSAS 103 260 84 279 187 539 17AS 268 1072 260 1224 528 2296 06:00 68 93 161 18:00 270 245 515 06:15 104 109 213 18:15 279 227 506 06:30 105 149 254 18:30 250 233 483 06AS 188 465 217 568 405 1033 18AS 227 1026 201 906 428 1932 07:00 154 260 414 19:00 194 201 395 07:15 153 355 508 19:15 185 175 360 07:30 189 390 579 19:30 167 204 371 WAS 238 734 362 1367 600 2101 19AS 150 696 178 758 328 1454 08:00 212 298 510 20:00 144 168 312 08:15 223 314 537 20:15 106 147 253 08:30 172 264 436 20:30 93 152 245 08AS 211 818 281 1157 492 1975 20AS 89 432 153 620 242 1052 09:00 176 207 383 21:00 101 164 265 09:15 160 188 348 21:15 85 144 229 09:30 208 191 399 21:30 86 102 188 09AS 176 720 188 774 364 1494 21AS 81 353 94 504 175 857 10:00 192 204 396 22:00 69 90 159 10:15 186 144 330 22:15 53 75 128 10:30 195 207 402 22:30 41 62 103 10AS 183 756 187 742 370 1498 22AS 46 209 57 284 103 493 11:00 172 178 350 23:00 48 61 109 11:15 202 186 388 23:15 30 41 71 11:30 220 247 467 23:30 24 61 85 11:45 210 804 217 828 427 1632 23AS 28 130 37 200 65 330 TOTALS 4870 6127 10991 TOTALS 8424 9673 18097 SPLIT% 1 44.3% 55.7% 37.8°6 SPLIT% 1 46.5% 53.5% 62.2% 1TOTALS AM Peak Hour 1145 07:15 07:30 PM Peak Hour 17:30 16:30 17:00 AM Pk Volume 895 1405 2226 PM Pk Volume 1090 1262 2296 Pk Hr Factor 0.960 0.901 0.928 Pk Hr Factor 0.977 0.884 0.913 7-9 Volume 1552 2524 4076 4-6 Volume 2019 2415 44M 7-9 Peak Hour 07:30 07:15 07:30 4-6 Peak Hour 17:00 16:30 17:00 7-9 Pk Volume 862 1405 2226 orn 1072 1262 2296 Pk Hr Factor 0.905 0.901 0.928 Pk Hr Factor 0.982 0.884 0.913 Prepared by NDS/ATD VOLUME S Main St Bet. Main Place Dr/E Memory Ln & Edgewood Rd / 1-5 Carpool Ramps Day: Tuesday City: Santa Ana Date: 8/28/2018 Project#: CA18_1167_004 DAILY TOTALS 13,911 16,5221 1 ,433 AM Period 00:00 31 42 73 12:00 222 261 483 00:15 19 36 55 12:15 240 243 483 00:30 20 26 46 12:30 234 259 493 00AS 19 89 32 136 51 225 12AS 264 960 269 1032 533 1992 01:00 14 18 32 13:00 204 284 488 01:15 12 33 45 13:15 234 255 489 01:30 11 16 27 13:30 227 245 472 01AS 10 47 16 83 26 130 13AS 214 879 234 1018 448 1897 02:00 7 16 23 14:00 246 261 507 02:15 9 14 23 14:15 229 247 476 02:30 8 29 37 14:30 229 288 517 02AS 12 36 17 76 29 112 14AS 209 913 233 1029 442 1942 03:00 3 11 14 15:00 229 291 520 03:15 10 13 23 15:15 197 292 489 03:30 13 24 37 15:30 242 280 522 03AS 16 42 13 61 29 103 15:45 250 918 277 1140 527 2058 04:00 7 12 19 16:00 223 310 533 04:15 16 17 33 16:15 236 318 554 04:30 43 38 81 16:30 226 317 543 04AS 44 110 47 114 91 224 16AS 228 913 283 1228 511 2141 05:00 40 41 81 17:00 232 354 586 05:15 66 58 124 17:15 230 339 569 05:30 64 71 135 17:30 246 329 575 05:45 106 276 81 251 187 527 17AS 295 1003 300 1322 595 2325 06:00 85 88 173 18:00 255 277 532 06:15 126 109 235 18:15 259 244 503 06:30 107 139 246 18:30 242 249 491 06AS 232 550 199 535 431 1085 18AS 238 994 218 988 456 1982 07:00 174 274 448 19:00 183 212 395 07:15 184 351 535 19:15 201 190 391 07:30 229 368 597 19:30 151 228 379 WAS 306 893 330 1323 636 2216 19AS 139 674 191 821 330 1495 08:00 270 274 544 20:00 136 200 336 08:15 241 301 542 20:15 115 157 272 08:30 202 283 485 20:30 99 172 271 08AS 244 957 241 1099 485 2056 20AS 97 447 160 689 257 1136 09:00 221 191 412 21:00 100 177 277 09:15 199 207 406 21:15 90 160 250 09:30 247 190 437 21:30 81 145 226 09AS 210 877 198 786 408 1663 21AS 73 344 102 584 175 928 10:00 234 195 429 22:00 35 105 140 10:15 230 160 390 22:15 51 80 131 10:30 196 216 412 22:30 48 71 119 10AS 199 859 213 784 412 1643 22AS 44 178 67 323 111 501 11:00 176 195 371 23:00 48 71 119 11:15 214 214 428 23:15 34 43 77 11:30 198 258 456 23:30 24 60 84 11:45 236 824 220 887 456 1711 23AS 22 128 39 213 61 341 TOTALS 5560 11695 TOTALS 8351 10397 18738 SPLIT% 47.5%O 5 38.4% SPLIT96 44.6% 55.4% 61.6% 1TOTALS TT F F r AM Peak Hour 07:30 07:00 07:30 PM Peak Hour 17:30 17:00 17:00 AM Pk Volume 1046 1323 2319 PM Pk Volume 1055 1322 2325 Pk Hr Factor 0.955 0.999 0.912 Pk Hr Factor 0.994 0.934 0.977 7-9 Volume 1950 2422 4272 4-6 Volume 1916 2550 4466 7-9 Peak Hour 07:30 07:00 07:30 4-6 Peak Hour 17:00 17:00 17:00 7-9PkVolume 1046 1323 2319 1003 1322 2325 Pk Hr Factor 0.955 0.999 0.912 Pk Hr Factor 0.950 0.934 0.977 Prepared by NDS/ATD VOLUME S Main St Bet. W Buffalo Ave & W 17th St Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_005 DAILY TOTALS NB SB LB Tota' 1 AM Period 00:00 44 38 82 12:00 242 204 446 00:15 32 42 74 12:15 234 201 435 00:30 40 23 63 12:30 217 186 403 00AS 35 151 13 116 48 267 12AS 235 928 200 791 435 1719 01:00 19 19 38 13:00 206 208 414 01:15 25 25 50 13:15 237 232 469 01:30 24 11 35 13:30 258 190 448 01AS 22 90 16 71 38 161 13AS 234 935 192 822 426 1757 02:00 12 20 32 14:00 251 218 469 02:15 23 16 39 14:15 287 193 480 02:30 22 24 46 14:30 266 206 472 02AS 19 76 12 72 31 148 14AS 251 1055 224 841 475 1896 03:00 21 13 34 15:00 301 231 532 03:15 29 18 47 15:15 284 256 540 03:30 42 17 59 15:30 324 213 537 03AS 36 128 16 64 52 192 15:45 352 1261 247 947 599 2208 04:00 32 17 49 16:00 316 208 524 04:15 58 24 82 16:15 312 254 566 04:30 97 31 128 16:30 341 293 634 04AS 114 301 41 113 155 414 16AS 314 1283 240 995 554 2278 05:00 101 50 151 17:00 347 266 613 05:15 123 63 186 17:15 324 334 658 05:30 141 76 217 17:30 327 284 611 05:45 133 498 111 300 244 798 17AS 312 1310 265 1149 577 2459 06:00 143 124 267 18:00 340 218 558 06:15 153 137 290 18:15 336 209 545 06:30 195 173 368 18:30 321 197 518 06AS 216 707 247 681 463 1388 18AS 301 1298 200 824 501 2122 07:00 181 297 478 19:00 249 151 400 07:15 220 345 565 19:15 234 155 389 07:30 243 270 513 19:30 192 142 334 WAS 292 936 301 1213 593 2149 19AS 209 884 121 569 330 1453 08:00 264 303 567 20:00 169 126 295 08:15 185 313 498 20:15 161 128 289 08:30 180 310 490 20:30 133 121 254 08AS 171 800 267 1193 438 1993 20AS 139 602 99 474 238 1076 09:00 153 223 376 21:00 147 126 273 09:15 136 233 369 21:15 158 127 285 09:30 226 216 442 21:30 127 95 222 09AS 186 701 199 871 385 1572 21AS 119 551 95 443 214 994 10:00 241 184 425 22:00 110 76 186 10:15 212 141 353 22:15 70 64 134 10:30 220 193 413 22:30 71 55 126 10AS 199 872 184 702 383 1574 22AS 76 327 60 255 136 582 11:00 191 177 368 23:00 67 62 129 11:15 214 195 409 23:15 52 42 94 11:30 235 214 449 23:30 46 45 91 11:45 229 869 211 797 440 1666 23AS 43 208 34 183 77 391 TOTALS 6129 6193 12322 TOTALS 10642 8293 18935 SPLIT% 1 49.7% 50.3% 39.4°6 SPLIT% 1 56.2% 43.8% 60.6% 1TOTALS F r AM Peak Hour 07:15 0745 07:15 PM Peak Hour 16:30 17:00 16:30 AM Pk Volume 1019 1227 2238 PM Pk Volume 1326 1149 N59 Pk Hr Factor 0.972 0.990 0.944 Pk Hr Factor 0.955 0.960 0.934 7-9Volume 1736 2406 4142 4-6Volume 2593 2144 4737 7-9 Peak Hour 07:15 0745 07:15 4-6 Peak Hour 16:30 17:00 16:30 7-9PkVolume 1019 1227 2238 1326 1149 N59 Pk Hr Factor 0.972 0.990 0.944 Pk Hr Factor 0.955 0.960 0.934 Prepared by NDS/ATD VOLUME 5 Bedford Rd Bet. W La Veta Ave & Main Place Dr Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_008 DAILY TOTALS 3,N59 r PeriodAM • • 00:00 5 4 9 12:00 60 60 120 00:15 5 4 9 12:15 62 72 134 00:30 1 1 2 12:30 61 79 140 00:45 4 15 0 9 4 24 12:45 68 251 78 289 146 540 01:00 1 0 1 13:00 62 68 130 01:15 3 0 3 13:15 58 69 127 01:30 0 1 1 13:30 78 84 162 01:45 1 5 1 2 2 7 13:45 45 243 62 283 107 526 02:00 3 0 3 14:00 80 54 134 02:15 2 1 3 14:15 59 58 117 02:30 3 0 3 14:30 63 54 117 02:45 3 11 0 1 3 12 14:45 72 274 55 221 127 495 03:00 1 0 1 15:00 59 47 106 03:15 3 1 4 15:15 57 69 126 03:30 1 3 4 15:30 48 65 113 03:45 2 7 5 9 7 16 15:45 68 232 58 239 126 471 04:00 0 1 1 16:00 85 44 129 04:15 2 8 10 16:15 75 54 129 04:30 4 10 14 16:30 73 67 140 04:45 4 10 13 32 17 42 16:45 82 315 57 222 139 537 05:00 3 11 14 17:00 131 54 185 05:15 6 14 20 17:15 103 66 169 05:30 6 14 20 17:30 88 69 157 05:45 6 21 23 62 29 83 17:45 90 412 77 266 167 678 06:00 2 23 25 18:00 87 63 150 06:15 5 33 38 18:15 71 70 141 06:30 13 31 44 18:30 72 51 123 06:45 13 33 63 150 76 183 18:45 79 309 56 240 135 549 07:00 11 73 84 19:00 63 52 115 07:15 12 91 103 19:15 55 54 109 07:30 9 121 130 19:30 60 42 102 07:45 13 45 127 412 140 457 19:45 48 226 22 170 70 396 08:00 28 128 156 20:00 62 41 103 08:15 15 128 143 20:15 37 32 69 08:30 18 70 88 20:30 41 24 65 08:45 14 75 92 418 106 493 20:45 54 194 25 122 79 316 09:00 24 71 95 21:00 63 17 80 09:15 29 63 92 21:15 45 20 65 09:30 23 62 85 21:30 34 6 40 09:45 25 101 59 255 84 356 21:45 28 170 17 60 45 230 10:00 23 61 84 22:00 36 7 43 10:15 37 46 83 22:15 10 10 20 10:30 38 51 89 22:30 23 12 35 10:45 43 141 47 205 90 346 22:45 8 77 8 37 16 114 11:00 33 58 91 23:00 17 7 24 11:15 44 49 93 23:15 4 6 10 11:30 45 67 112 23:30 4 4 8 11:45 41 163 66 240 107 403 23:45 4 29 3 20 7 49 TOTALS 627 1795 2422 TOTALS 2732 2169 4901 SPLIT% 1 25.9% 74.1% 33.1°6 SPLIT% 1 55.7% 44.3% 66.9% 1 1 AM Peak Hour 1145 07:30 07:30 PM Peak Hour 17:00 1245 17:00 AM Pk Volume 224 504 569 PM Pk Volume 412 299 678 Pk Hr Factor 0.903 0.984 0.912 Pk Hr Factor 0J86 0.890 0.916 7-9 Volume 120 830 950 4-6 Volume 727 499 1215 7-9 Peak Hour 0800 07:30 07:30 4-6Peak Hour 17:00 17:00 17:00 7-9Pk Volume 75 504 569 orn 412 266 678 Pk Hr Factor 0.670 0.984 0.912 Pk Hr Factor 0J86 0.864 0.916 Prepared by NDS/ATD VOLUME N Broadway Bet. Main Place Dr & W Santa Clara Ave Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_011 DAILY TOTALS NB SB LB Tota' 1 AM Period 00:00 10 49 59 12:00 160 252 412 00:15 10 42 52 12:15 140 251 391 00:30 9 29 38 12:30 118 250 368 00AS 5 34 33 153 38 187 12AS 130 548 288 1041 418 1589 01:00 9 22 31 13:00 132 284 416 01:15 6 25 31 13:15 125 302 427 01:30 6 26 32 13:30 128 269 397 01AS 1 22 20 93 21 115 13AS 130 515 280 1135 410 1650 02:00 3 16 19 14:00 150 258 408 02:15 5 20 25 14:15 152 274 426 02:30 9 15 24 14:30 150 282 432 02AS 4 21 15 66 19 87 14AS 158 610 332 1146 490 1756 03:00 3 19 22 15:00 201 277 478 03:15 4 23 27 15:15 203 335 538 03:30 13 17 30 15:30 213 302 515 03AS 10 30 28 87 38 117 15:45 202 819 338 1252 540 2071 04:00 6 24 30 16:00 231 262 493 04:15 14 34 48 16:15 221 317 538 04:30 22 43 65 16:30 233 349 582 04AS 31 73 53 154 84 227 16AS 257 942 389 1317 646 2259 05:00 30 76 106 17:00 219 308 527 05:15 44 98 142 17:15 227 347 574 05:30 52 123 175 17:30 198 323 521 05:45 64 190 168 465 232 655 17AS 186 830 325 1303 511 2133 06:00 34 199 233 18:00 185 306 491 06:15 82 204 286 18:15 143 284 427 06:30 113 255 368 18:30 106 242 348 06AS 98 327 377 1035 475 1362 18AS 109 543 231 1063 340 1606 07:00 84 316 400 19:00 78 211 289 07:15 110 353 463 19:15 72 211 283 07:30 146 371 517 19:30 65 190 255 WAS 161 501 366 1406 527 1907 19AS 29 244 190 802 219 1046 08:00 140 330 470 20:00 62 176 238 08:15 103 318 421 20:15 53 190 243 08:30 67 304 371 20:30 30 173 203 08AS 83 393 344 1296 427 1689 20AS 43 188 150 689 193 877 09:00 72 223 295 21:00 48 175 223 09:15 80 248 328 21:15 40 152 192 09:30 90 265 355 21:30 41 147 188 09AS 81 323 264 1000 345 1323 21AS 24 153 136 610 160 763 10:00 98 242 340 22:00 48 144 192 10:15 100 206 306 22:15 38 122 160 10:30 89 209 298 22:30 39 101 140 10AS 99 386 222 879 321 1265 22AS 26 151 88 455 114 606 11:00 91 226 317 23:00 19 89 108 11:15 119 212 331 23:15 20 76 96 11:30 138 201 339 23:30 9 63 72 11:45 125 473 213 852 338 1325 23AS 17 65 56 284 73 349 TOTALS 2773 1W59 TOTALS 5608 11097 16705 SPLIT% 27.0 7 38.0-- SPLIT% 33.6% 66.4% 62.0% 1TOTALS AM Peak Hour 11:30 07:15 07:15 PM Peak Hour 16:00 16:30 16:30 AM Pk Volume 563 1420 1977 PM Pk Volume 942 1393 2329 Pk Hr Factor 0.990 0.957 0.938 Pk Hr Factor 0.916 0.895 0.901 7-9 Volume 894 2702 3596 4-6 Volume 1772 2620 4392 7-9 Peak Hour 07:15 07:15 07:15 4-6 Peak Hour 16:00 16:30 16:30 7-9PkVolume 557 1420 1977 942 1393 2329 Pk Hr Factor 0.865 0.957 0.938 Pk Hr Factor 0.916 0.895 0.901 Prepared by NDS/ATD VOLUME N Broadway Bet. W Buffalo Ave & W 17th St Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_012 DAILY TOTALSNB SB LB Tota' 1 AM Period 00:00 13 43 56 12:00 169 225 394 00:15 15 44 59 12:15 170 224 394 00:30 10 29 39 12:30 136 241 377 00AS 7 45 32 148 39 193 12AS 142 617 245 935 387 1552 01:00 7 22 29 13:00 150 289 439 O1:1S 12 22 34 13:15 144 295 439 01:30 14 27 41 13:30 156 247 403 01AS 3 36 14 85 17 121 13AS 139 589 237 1068 376 1657 02:00 2 19 21 14:00 148 236 384 02:15 6 19 25 14:15 158 254 412 02:30 10 20 30 14:30 160 241 401 02AS 4 22 21 79 25 101 14AS 175 641 310 1041 485 1682 03:00 3 15 18 15:00 219 301 520 03:15 8 18 26 15:15 240 274 514 03:30 12 22 34 15:30 268 288 556 03AS 13 36 28 83 41 119 1SAS 276 1003 283 1146 559 2149 04:00 10 19 29 16:00 258 315 573 04:15 15 25 40 16:15 260 305 565 04:30 32 39 71 16:30 282 309 591 04AS 31 88 60 143 91 231 16AS 306 1106 341 1270 647 2376 OS:00 37 69 106 17:00 307 362 669 OS:1S 50 98 148 17:15 324 327 651 OS:30 76 121 197 17:30 298 324 622 OSAS 69 232 142 430 211 662 17AS 250 1179 287 1300 537 2479 06:00 53 153 206 18:00 278 281 559 06:15 100 160 260 18:15 268 291 559 06:30 121 240 361 18:30 184 243 427 06AS 108 382 322 875 430 1257 18AS 164 894 244 1059 408 1953 07:00 128 344 472 19:00 168 196 364 07:15 149 358 507 19:15 144 215 359 07:30 178 342 520 19:30 132 199 331 WAS 255 710 306 1350 561 2060 19AS 105 549 188 798 293 1347 08:00 225 295 520 20:00 107 167 274 08:15 144 307 451 20:15 79 180 259 08:30 108 295 403 20:30 66 178 244 08AS 128 605 312 1209 440 1814 20AS 78 330 150 675 228 1005 09:00 99 257 356 21:00 71 170 241 09:15 118 248 366 21:15 69 140 209 09:30 110 203 313 21:30 62 143 205 09AS 112 439 249 957 361 1396 21AS 51 253 147 600 198 853 10:00 119 233 352 22:00 49 129 178 10:15 125 183 308 22:15 46 120 166 10:30 107 187 294 22:30 40 103 143 10AS 119 470 184 787 303 1257 22AS 27 162 85 437 112 599 11:00 111 189 300 23:00 26 56 82 11:15 156 203 359 23:15 21 60 81 11:30 155 209 364 23:30 10 61 71 11:45 143 565 224 825 367 1390 23AS 18 75 62 239 80 314 TOTALS 3630 6971 10601 TOTALS 7398 10569 17966 SPLIT% 1 34.2% 65.8% 37.1°6 SPLIT% 1 41.2% 58.8% 62.9% DAILY TOTALS NB SB AM Peak Hour 07:15 0645 07:15 PM Peak Hour 1645 1645 16:45 AM Pk Volume 807 1366 2108 PM Pk Volume 1235 1354 2589 Pk Hr Factor O.791 0.954 0.939 Pk Hr Factor 0.953 0.935 0.967 7-9Volume 1315 2559 3874 4-6Volume 2285 2570 4855 7-9 Peak Hour 07:15 07:00 07:15 4-6 Peak Hour 1645 1645 16:45 7-9PkVolume 807 1350 2108 1235 1354 2589 Pk Hr Factor O.791 0.943 0.939 Pk Hr Factor 0.953 0.935 0.967 Prepared by NDS/ATD VOLUME W La Veta Ave Bet. S Main St & SR-22 W B Ramps Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_007 DAILY TOTALS msvmr�m 1 034 00:00 35 13 48 12:00 171 185 362 00:15 17 24 41 12:15 196 153 349 00:30 16 13 29 12:30 215 213 428 00AS 16 84 18 68 34 152 12AS 167 755 191 742 358 1497 01:00 10 15 25 13:00 207 167 374 01:15 12 16 28 13:15 204 195 399 01:30 5 2 7 13:30 201 180 381 01AS 6 33 6 39 12 72 13AS 202 814 175 717 377 1531 02:00 6 12 18 14:00 201 173 374 02:15 5 5 10 14:15 215 182 397 02:30 6 11 17 14:30 216 188 404 02AS 10 27 5 33 15 60 14AS 222 854 203 746 425 1600 03:00 6 6 12 15:00 196 177 373 03:15 17 13 30 15:15 213 213 426 03:30 9 12 21 15:30 204 195 399 03AS 9 41 11 42 20 83 15:45 191 804 210 795 401 1599 04:00 7 14 21 16:00 208 199 407 04:15 16 16 32 16:15 195 179 374 04:30 24 28 52 16:30 218 209 427 04AS 26 73 34 92 60 165 16AS 212 833 211 798 423 1631 05:00 28 31 59 17:00 248 245 493 05:15 54 40 94 17:15 244 231 475 05:30 59 48 107 17:30 234 194 428 05:45 69 210 68 187 137 397 17AS 207 933 182 852 389 1785 06:00 53 61 114 18:00 187 194 381 06:15 85 81 166 18:15 188 161 349 06:30 113 86 199 18:30 197 168 365 06AS 153 404 142 370 295 774 18AS 166 738 162 685 328 1423 07:00 147 132 279 19:00 172 140 312 07:15 163 141 304 19:15 142 129 271 07:30 248 136 384 19:30 161 131 292 WAS 238 796 199 608 437 1404 19AS 153 628 112 512 265 1140 08:00 234 177 411 20:00 119 127 246 08:15 205 189 394 20:15 137 103 240 08:30 192 146 338 20:30 108 94 202 08AS 204 835 191 703 395 1538 20AS 95 459 69 393 164 852 09:00 169 168 337 21:00 120 88 208 09:15 165 163 328 21:15 88 68 156 09:30 184 129 313 21:30 81 59 140 09AS 182 700 174 634 356 1334 21AS 75 364 77 292 152 656 10:00 149 176 325 22:00 79 41 120 10:15 173 165 338 22:15 57 69 126 10:30 157 150 307 22:30 56 54 110 10AS 167 646 164 655 331 1301 22AS 48 240 53 217 101 457 11:00 156 174 330 23:00 37 47 84 11:15 158 178 336 23:15 34 26 60 11:30 159 177 336 23:30 25 25 50 11:45 165 638 176 705 341 1343 23AS 23 119 23 121 46 240 TOTALS 4487 4136 8623 TOTALS 7541 6870 14411 SPLIT% 52.0% 48.0% 37.4°6 SPLIT% 1 52.3% 47.7% 62.6% AM Peak Hour 07:30 1145 07:30 PM Peak Hour 1645 16:30 16:45 AM Pk Volume 925 727 1626 PM Pk Volume 938 896 1819 Pk Hr Factor 0.932 0.853 0.930 Pk Hr Factor 0.946 0.914 0.922 7-9 Volume 1631 1311 2942 4-6 Volume 1766 1650 M16 7-9 Peak Hour 07:30 0745 07:30 4-6 Peak Hour 1645 16:30 16:45 7-9 Pk Volume 925 711 1626 orn 938 896 1819 Pk Hr Factor 0.932 0.893 0.930 Pk Hr Factor 0.946 0.914 0.922 Prepared by NDS/ATD VOLUME Town and Country Rd Bet. S Main St & SR-22 EB Ramps Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_009 DAILY TOTALS 1 AM Period Period 00:00 9 13 22 12:00 140 168 308 00:15 13 10 23 12:15 154 195 349 00:30 12 11 23 12:30 152 156 308 00AS 12 46 5 39 17 85 12AS 159 605 177 696 336 1301 01:00 7 8 15 13:00 160 194 354 01:15 9 6 15 13:15 156 157 313 01:30 4 8 12 13:30 142 188 330 01AS 7 27 7 29 14 56 13AS 163 621 172 711 335 1332 02:00 5 4 9 14:00 134 167 301 02:15 5 6 11 14:15 157 146 303 02:30 5 6 11 14:30 152 168 320 02AS 6 21 5 21 11 42 14AS 129 572 149 630 278 1202 03:00 3 7 10 15:00 137 140 277 03:15 4 8 12 15:15 158 151 309 03:30 4 9 13 15:30 146 165 311 03AS 5 16 6 30 11 46 15:45 181 622 153 609 334 1231 04:00 6 5 11 16:00 162 175 337 04:15 14 13 27 16:15 133 176 309 04:30 16 18 34 16:30 181 202 383 04AS 14 50 30 66 44 116 16AS 157 633 182 735 339 1368 05:00 15 31 46 17:00 179 190 369 05:15 24 41 65 17:15 211 169 380 05:30 37 56 93 17:30 145 126 271 05:45 35 111 89 217 124 328 17AS 141 676 161 646 302 1322 06:00 38 74 112 18:00 150 149 299 06:15 44 108 152 18:15 136 162 298 06:30 57 128 185 18:30 123 166 289 06AS 63 202 182 492 245 694 18AS 108 517 156 633 264 1150 07:00 66 154 220 19:00 103 139 242 07:15 108 157 265 19:15 101 137 238 07:30 110 208 318 19:30 137 97 234 WAS 127 411 184 703 311 1114 19AS 122 463 82 455 204 918 08:00 114 172 286 20:00 89 85 174 08:15 77 182 259 20:15 89 80 169 08:30 69 173 242 20:30 93 61 154 08AS 74 334 180 707 254 1041 20AS 81 352 44 270 125 622 09:00 63 158 221 21:00 65 59 124 09:15 77 149 226 21:15 55 50 105 09:30 71 139 210 21:30 55 41 96 09AS 85 296 173 619 258 915 21AS 37 212 41 191 78 403 10:00 89 158 247 22:00 45 49 94 10:15 96 131 227 22:15 26 37 63 10:30 102 139 241 22:30 30 43 73 10AS 112 399 178 606 290 1005 22AS 39 140 25 154 64 294 11:00 112 143 255 23:00 21 24 45 11:15 122 142 264 23:15 13 13 26 11:30 120 183 303 23:30 19 19 38 11:45 136 490 181 649 317 1139 23AS 15 68 14 70 29 138 TOTALS 2403 4178 6581 TOTALS 5481 5800 11281 SPLIT% 36.5% 63.5% 36.8°6 SPLIT% 1 48.6% 51.4%O 63.2% AM Peak Hour 1145 07:30 11:45 PM Peak Hour 16:30 16 15 16:30 AM Pk Volume 582 746 1282 PM Pk Volume 728 750 1471 Pk Hr Factor 0.945 0.897 0.918 Pk Hr Factor 0.863 0.928 0.960 7-9 Volume 745 1410 2155 4-6 Volume 1309 1381 2690 7-9 Peak Hour 07:15 07:30 07:15 4-6 Peak Hour 16:30 16 15 16:30 7-9 Pk Volume 459 746 1180 orn 728 750 1471 Pk Hr Factor 0.904 0.897 0.928 Pk Hr Factor 0.863 0.928 0.960 Prepared by NDS/ATD VOLUME Mainplace Dr Bet. Broadway & Main St Day: Tuesday Date: 10/23/2018 City: Santa Ana Project#: CA18_1220_001 DAILY TOTALS 15,101T0,32D AM Period • • Period TOTAL 00:00 7• 4 11 12:00 75 67• 142 00:15 10 8 18 12:15 77 100 177 00:30 11 4 15 12:30 90 90 180 00:45 3 31 4 20 7 51 12:45 79 321 96 353 175 674 01:00 4 4 8 13:00 77 97 174 01:15 4 1 5 13:15 78 91 169 01:30 2 1 3 13:30 89 80 169 01:45 2 12 1 7 3 19 13:45 84 328 87 355 171 683 02:00 3 2 5 14:00 81 89 170 02:15 3 4 7 14:15 87 67 154 02:30 1 4 5 14:30 96 72 168 02:45 6 13 2 12 8 25 14:45 79 343 86 314 165 657 03:00 1 3 4 15:00 98 89 187 03:15 3 3 6 15:15 93 77 170 03:30 4 7 11 15:30 113 100 213 03:45 2 10 3 16 5 26 15:45 104 408 101 367 205 775 04:00 6 4 10 16:00 102 94 196 04:15 5 4 9 16:15 111 72 183 04:30 5 9 14 16:30 123 94 217 04:45 13 29 11 28 24 57 16:45 142 478 90 350 232 828 05:00 11 20 31 17:00 147 124 271 05:15 11 12 23 17:15 146 107 253 05:30 25 22 47 17:30 138 99 237 05:45 22 69 19 73 41 142 17:45 120 551 94 424 214 975 06:00 29 24 53 18:00 126 75 201 06:15 25 29 54 18:15 107 90 197 06:30 43 34 77 18:30 110 58 168 06:45 52 149 67 154 119 303 18:45 90 433 77 300 167 733 07:00 56 61 117 19:00 83 67 150 07:15 71 91 162 19:15 61 67 128 07:30 79 102 181 19:30 48 43 91 07:45 119 325 148 402 267 727 19:45 55 247 57 234 112 481 08:00 109 108 217 20:00 55 69 124 08:15 81 142 223 20:15 46 43 89 08:30 60 125 185 20:30 49 36 85 08:45 73 323 93 468 166 791 20:45 23 173 24 172 47 345 09:00 63 73 136 21:00 40 28 68 09:15 54 74 128 21:15 28 19 47 09:30 66 65 131 21:30 30 25 55 09:45 51 234 69 281 120 515 21:45 34 132 25 97 59 229 10:00 59 76 135 22:00 19 16 35 10:15 44 48 92 22:15 19 21 40 10:30 47 69 116 22:30 18 16 34 10:45 60 210 69 262 129 472 22:45 23 79 25 78 48 157 11:00 71 92 163 23:00 10 14 24 11:15 66 57 123 23:15 10 7 17 11:30 73 84 157 23:30 15 11 26 11:45 70 280 59 292 129 572 23:45 6 41 10 42 16 83 TOTALS 1685 2015 3700 TOTALS 3534 3086 6620 SPLIT% 45.5% 54.5% 35.9°6 SPLIT% 1 53.4% 46.6% 64.1% 1 1 1 AM Peak Hour 07:30 0745 07:45 PM Peak Hour 1645 17:00 16:45 AM Pk Volume 399 523 892 PM Pk Volume 573 424 993 Pk Hr Factor 0.915 0.993 0.835 Pk Hr Factor 0.974 0.955 0.916 7-9 Volume 649 970 1518 4-6 Volume 1029 774 1803 7-9 Peak Hour 07:30 0745 07:45 4-6 Peak Hour 1645 17:00 16:45 7-9PkVolume 388 523 892 573 424 993 Pk Hr Factor 0.915 0.993 0.835 Pk Hr Factor 0.974 0.955 0.916 Prepared by NDS/ATD VOLUME E Memory Ln Bet. S Main St & Lawson Way Day: Tuesday Date: 8/28/2018 City: Santa Ana Project#: CA18_1167_010 DAILY TO1LS 14,941 5,0940,035 AM Period • • Period TOTAL 00:00 9• 5 14 12:00 79 86• 165 00:15 6 4 10 12:15 89 115 204 00:30 5 4 9 12:30 85 116 201 00:45 1 21 3 16 4 37 12:45 84 337 131 448 215 785 01:00 2 0 2 13:00 73 117 190 01:15 2 0 2 13:15 84 108 192 01:30 5 2 7 13:30 65 100 165 01:45 2 11 3 5 5 16 13:45 90 312 100 425 190 737 02:00 1 1 2 14:00 95 80 175 02:15 1 1 2 14:15 64 78 142 02:30 3 7 10 14:30 73 104 177 02:45 2 7 2 11 4 18 14:45 83 315 81 343 164 658 03:00 1 3 4 15:00 69 89 158 03:15 1 1 2 15:15 102 85 187 03:30 0 2 2 15:30 93 109 202 03:45 2 4 4 10 6 14 15:45 107 371 115 398 222 769 04:00 0 2 2 16:00 95 85 180 04:15 6 4 10 16:15 97 96 193 04:30 3 2 5 16:30 124 101 225 04:45 5 14 9 17 14 31 16:45 118 434 97 379 215 813 05:00 15 10 25 17:00 120 132 252 05:15 17 19 36 17:15 146 122 268 05:30 18 17 35 17:30 122 100 222 05:45 26 76 19 65 45 141 17:45 104 492 70 424 174 916 06:00 27 22 49 18:00 103 92 195 06:15 46 24 70 18:15 83 84 167 06:30 38 47 85 18:30 90 80 170 06:45 62 173 45 138 107 311 18:45 72 348 82 338 154 686 07:00 53 69 122 19:00 68 60 128 07:15 51 74 125 19:15 52 72 124 07:30 95 92 187 19:30 61 74 135 07:45 155 354 93 328 248 682 19:45 43 224 47 253 90 477 08:00 108 112 220 20:00 47 52 99 08:15 88 63 151 20:15 35 54 89 08:30 81 82 163 20:30 32 32 64 08:45 86 363 82 339 168 702 20:45 35 149 31 169 66 318 09:00 34 24 58 21:00 33 43 76 09:15 48 21 69 21:15 36 33 69 09:30 21 34 55 21:30 25 33 58 09:45 40 143 46 125 86 268 21:45 21 115 31 140 52 255 10:00 71 63 134 22:00 19 22 41 10:15 68 62 130 22:15 25 9 34 10:30 78 84 162 22:30 23 35 58 10:45 56 273 64 273 120 546 22:45 20 87 10 76 30 163 11:00 68 83 151 23:00 10 10 20 11:15 63 89 152 23:15 10 4 14 11:30 68 88 156 23:30 6 7 13 11:45 88 287 91 351 179 638 23:45 5 31 2 23 7 54 TOTALS 1726 1678 3404 TOTALS 3215 3416 6631 SPLIT% 50.7% 49.3% 33.9°6 SPLIT% 1 48.5% 51.5% 66.1% AM Peak Hour 07:30 1145 07:30 PM Peak Hour 16:30 12:15 16:30 AM Pk Volume 446 409 806 PM Pk Volume 509 479 960 Pk Hr Factor 0J19 0.979 0.813 Pk Hr Factor 0.970 0.914 0.896 7-9 Volume 717 667 1384 4-6 Volume 926 903 1729 7-9 Peak Hour 07:30 07:15 07:30 4-6 Peak Hour 16:30 16:30 16:30 7-9 Pk Volume 446 371 806 orn 509 452 960 Pk Hr Factor 0J19 0.929 0.813 Pk Hr Factor 0.970 0.956 0.896 Prepared by NDS/ATD VOLUME Santa Clara Ave Bet. Broadway & Main St Day: Tuesday Date: 10/23/2018 City: Santa Ana Project#: CA18_1220_002 DAILY TOTALS 1ls,30 1,070 9,377 PeriodAM Period 00:00 10 3 13 12:00 119 28 147 00:15 10 5 15 12:15 104 15 119 00:30 10 1 11 12:30 100 21 121 00AS 6 36 1 10 7 46 12AS 117 440 15 79 132 519 01:00 12 1 13 13:00 116 30 146 01:15 6 1 7 13:15 122 14 136 01:30 5 0 5 13:30 124 14 138 01AS 3 26 2 4 5 30 13AS 124 486 17 75 141 561 02:00 8 0 8 14:00 111 18 129 02:15 6 1 7 14:15 144 24 168 02:30 8 0 8 14:30 136 21 157 02AS 4 26 0 1 4 27 14AS 144 535 22 85 166 620 03:00 3 2 5 15:00 157 29 186 03:15 6 0 6 15:15 145 10 155 03:30 8 1 9 15:30 175 28 203 03AS 4 21 0 3 4 24 15:45 141 618 20 87 161 705 04:00 8 0 8 16:00 145 21 166 04:15 15 1 16 16:15 178 24 202 04:30 24 3 27 16:30 211 16 227 04AS 26 73 4 8 30 81 16AS 204 738 19 80 223 818 05:00 33 3 36 17:00 185 39 224 05:15 39 5 44 17:15 194 30 224 05:30 48 1 49 17:30 164 27 191 05:45 61 181 2 11 63 192 17AS 161 704 25 121 186 825 06:00 65 2 67 18:00 163 18 181 06:15 87 6 93 18:15 165 17 182 06:30 109 6 115 18:30 163 13 176 06AS 130 391 6 20 136 411 18AS 140 631 17 65 157 696 07:00 149 11 160 19:00 107 10 117 07:15 140 6 146 19:15 88 15 103 07:30 171 21 192 19:30 91 10 101 WAS 171 631 22 60 193 691 19AS 85 371 7 42 92 413 08:00 176 10 186 20:00 74 8 82 08:15 127 18 145 20:15 62 8 70 08:30 140 21 161 20:30 71 8 79 08AS 112 555 19 68 131 623 20AS 57 264 6 30 63 294 09:00 94 10 104 21:00 62 12 74 09:15 106 24 130 21:15 54 8 62 09:30 95 11 106 21:30 55 7 62 09AS 103 398 10 55 113 453 21AS 45 216 6 33 51 249 10:00 97 15 112 22:00 43 2 45 10:15 92 11 103 22:15 40 4 44 10:30 89 10 99 22:30 24 2 26 10AS 99 377 11 47 110 424 22AS 29 136 4 12 33 148 11:00 90 16 106 23:00 16 2 18 11:15 104 10 114 23:15 21 2 23 11:30 91 15 106 23:30 13 1 14 11:45 101 386 24 65 125 451 23AS 17 67 4 9 21 76 TOTALS 3101 352 3453 TOTALS 5206 718 5924 SPLIT% 89.8%O 102% 36.8°6 SPLIT% 1 87.9% 12.1% 63.2% 1 1 AM Peak Hour 07:15 1145 07:15 PM Peak Hour 16:30 17:00 16:30 AM Pk Volume 658 88 717 PM Pk Volume 794 121 898 Pk Hr Factor 0.935 0J86 0.929 Pk Hr Factor 0.941 0J76 0.989 7-9 Volume 1186 128 1314 4-6 Volume 1442 201 1643 7-9 Peak Hour 07:15 07:30 07:15 4-6 Peak Hour 16:30 17:00 16:30 7-9 Pk Volume 658 71 717 orn 794 121 898 Pk Hr Factor 0.935 0.807 0.929 Pk Hr Factor 0.941 0J76 0.989 Prepared by NDS/ATD VOLUME Buffalo Ave Bet. Broadway & Main St Day: Tuesday Date: 10/23/2018 City: Santa Ana Project#: CA18_1220_003 DAILY TOTALS 1 PeriodAM • • • EB • 00:00 6• 0 6 12:00 59 0 59 00:15 5 0 5 12:15 67 0 67 00:30 5 0 5 12:30 62 0 62 00AS 1 17 0 1 17 12AS 47 235 0 47 235 01:00 3 0 3 13:00 60 0 60 01:15 3 0 3 13:15 57 0 57 01:30 5 0 5 13:30 66 0 66 01AS 6 17 0 6 17 13AS 57 240 0 57 240 02:00 1 0 1 14:00 50 0 50 02:15 3 0 3 14:15 51 0 51 02:30 1 0 1 14:30 69 0 69 02AS 8 13 0 8 13 14AS 80 250 0 80 250 03:00 1 0 1 15:00 78 0 78 03:15 4 0 4 15:15 84 0 84 03:30 7 0 7 15:30 82 0 82 03AS 5 17 0 5 17 15:45 71 315 0 71 315 04:00 4 0 4 16:00 92 0 92 04:15 8 0 8 16:15 92 0 92 04:30 12 0 12 16:30 96 0 96 04AS 18 42 0 18 42 16AS 101 381 0 101 381 05:00 20 0 20 17:00 136 0 136 05:15 20 0 20 17:15 118 0 118 05:30 52 0 52 17:30 111 0 111 05:45 44 136 0 44 136 17AS 93 458 0 93 458 06:00 35 0 35 18:00 100 0 100 06:15 46 0 46 18:15 79 0 79 06:30 52 0 52 18:30 58 0 58 06AS 63 196 0 63 196 18AS 44 281 0 44 281 07:00 60 0 60 19:00 53 0 53 07:15 82 0 82 19:15 33 0 33 07:30 83 0 83 19:30 48 0 48 WAS 99 324 0 99 324 19AS 32 166 0 32 166 08:00 71 0 71 20:00 26 0 26 08:15 52 0 52 20:15 22 0 22 08:30 66 0 66 20:30 28 0 28 08AS 47 236 0 47 236 20AS 27 103 0 27 103 09:00 49 0 49 21:00 29 0 29 09:15 48 0 48 21:15 28 0 28 09:30 51 0 51 21:30 14 0 14 09AS 55 203 0 55 203 21AS 15 86 0 15 86 10:00 48 0 48 22:00 20 0 20 10:15 64 0 64 22:15 17 0 17 10:30 49 0 49 22:30 8 0 8 10AS 57 218 0 57 218 22AS 13 58 0 13 58 11:00 68 0 68 23:00 7 0 7 11:15 60 0 60 23:15 5 0 5 11:30 64 0 64 23:30 6 0 6 11:45 63 255 0 63 255 23AS 3 21 0 3 21 TOTALS 1674 1674 TOTALS 2594 2594 SPLIT% 100.0%, 39.296 SPLIT% 1 100.0%, 60.8% 4,268 1 AM Peak Hour 07:15 07:15 PM Peak Hour 1645 16:45 AM Pk Volume 335 335 PM Pk Volume 466 466 Pk Hr Factor 0.846 0.846 Pk Hr Factor 0.857 0.857 7-9 Volume 560 560 4-6 Volume 839 839 7-9 Peak Hour 07:15 07:15 4-6Peak Hour 1645 16:45 7-9PkVolume 335 335 466 466 Pk Hr Factor 0.846 0.846 Pk Hr Factor 0.857 0.857 Appendix B Intersection Analysis Worksheets APPENDIX B-1 INTERSECTION ANALYSIS WORKSHEETS - EXISTING CONDITIONS Generated with LIM�, Version 6.00-00 Santa Ana MainPlace Vistro File: K:\...\Sta Ana Main Place_AM.vistro Scenario 1 EXAM Report File: K:\...\1 - EXAM. pdf 12/6/2018 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Main St / Chapman Ave Signalized ICU 1 SB Thru 0.716 - C 2 Bedford Rd / La Veta Ave Signalized ICU 1 EB Thru 0.579 - A 3 Main St / La Veta Ave Signalized ICU 1 SB Thru 0.546 - A 4 La Veta Ave / SR-22 WB Signalized ICU 1 NB Right 0.580 - A Ramps 5 Bedford Rd / MainPlace Dr All -way stop HCM 2010 EB Left 0.293 9.3 A 6 Main St / MainPlace Dr_Town Signalized ICU 1 SB Thru 0.466 - A and Country 7 Town and Country / SR-22 EB Signalized ICU 1 SB Thru 0.527 - A Ramps 8 Main St / Mall Entrance —City Signalized ICU 1 SB Thru 0.371 - A Place Dr 9 Broadway / MainPlace Dr Signalized ICU 1 NB Right 0.514 - A 10 Main St / MainPlace Signalized ICU 1 SB Thru 0.452 - A Dr Memory Ln 11 Lawson Way / Memory Ln Signalized ICU 1 SB Right 0.271 - A 12 Broadway / 1-5 NB Off Ramps Signalized ICU 1 SB Thru 0.289 - A 13 Main St / Edgewood Rd 1-5 Signalized ICU 1 SB Thru 0.616 B HOV Ramps 14 Broadway / 1-5 SB Off Ramp Two-way stop HCM 6th Edition EB Right 1.268 153.6 F 15 Broadway / Santa Clara Ave Signalized ICU 1 SB Thru 0.854 - D 16 Main St / Santa Clara Ave-1-5 Signalized ICU 1 NB Right 0.846 - D NB Ramps 17 Broadway / Buffalo Ave Signalized ICU 1 SB Thru 0.494 - A 18 Main St /Buffalo Ave 1-5 SB Signalized ICU 1 SB Thru 0.563 - A Ramps 19 Broadway / 17th St Signalized ICU 1 SB Thru 0.758 - C 20 Main St / 17th St Signalized ICU 1 SB Thru 0.796 - C 21 Parker St / La Veta Ave Signalized ICU 1 EB Right 0.631 - B 22 Parker St / Town and Country Signalized ICU 1 SB Thru 0.418 - A 2046 New Intersection I Unknown ? ? ? ? V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For Scenario 1: 1 EXAM Santa Ana MainPlace Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 1: Main St / Chapman Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.716 Intersection Setup Name Main St Main St Chapman Ave Chapman Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 #1 11 r #1 11 r #1 11 r #1 11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Chapman Ave Chapman Ave Base Volume Input [veh/h] 196 463 108 102 855 142 143 566 371 235 429 72 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 196 463 108 102 855 142 143 566 371 235 429 72 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 49 116 27 26 214 36 36 142 93 59 107 18 Total Analysis Volume [veh/h] 196 1 463 1 108 102 855 142 143 566 371 235 429 72 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 8 1 7 1 4 14 Auxiliary Signal Groups 2 8 4 Lead/Lag Lead I I I Lead I - I Lead I I - I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 1 0.14 1 0.06 1 0.06 1 0.25 1 0.08 1 0.08 1 0.17 1 0.22 1 0.14 1 0.13 1 0.04 Intersection LOS C Intersection V/C 0.716 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2: Bedford Rd / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.579 Intersection Setup Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration i r r r IF A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 i2.0, 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Base Volume Input [veh/h] 26 0 40 0 0 11 0 1035 301 194 322 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 ' ^^ ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 26 0 40 11 0 1035 301 194 322 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 7 0 10 0 0 3 0 259 75 49 81 1 Total Analysis Volume [veh/h] 26 1 0 1 40 0 11 0 1035 301 194 322 2 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss 'ermiss Permiss Pennis=_ Permiss Permiss Permiss Permiss Protecte Permiss Permiss Signal group 5 6 8 7 4 0 Auxiliary Signal Groups Lead/Lag Lead Lead - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.0( 1 0.01 1 00 1 0.00 1 0.01 1 0.00 1 0.39 1 0.39 1 0.11 1 0.10 1 0.10 Intersection LOS A Intersection V/C 0.579 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 3: Main St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.546 Intersection Setup Name Main St Main St La Veta Ave La Veta Ave Approach Northbound Southbo1unndd Eastbound Westbound Lane Configuration 1�llir 41#111 11 #1#11111 1y #1#1111 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St La Veta Ave La Veta Ave Base Volume Input [veh/h] 97 636 285 171 976 204 339 510 222 315 314 221 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 97 636 285 171 976 204 339 510 222 315 314 221 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 159 71 43 244 51 85 128 56 79 79 55 Total Analysis Volume [veh/h] 97 1 636 1 285 171 976 204 339 510 222 315 314 221 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 1 7 1 4 14 Auxiliary Signal Groups 2 4 Lead/Lag Lead I -I ILead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.12 1 0.17 1 0.05 1 0.23 1 0.23 1 0.10 1 0.14 1 0.14 1 0.09 1 0.09 1 0.13 Intersection LOS A Intersection V/C 0.546 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.580 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 873 459 367 301 429 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 873 459 367 301 429 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 218 115 92 75 107 Total Analysis Volume [veh/h] 873 459 367 301 429 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Protected Permissive Signal group 5 8 7 4 Auxiliary Signal Groups Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.26 0.27 0.07 0.18 0.08 Intersection LOS A Intersection V/C 0.580 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 5: Bedford Rd / Main Place Or Control Type: All -way stop Delay (sec /veh): 9.3 Analysis Method: HCM 2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.293 Intersection Setup Name Bedford Rd Bedford Rd Main Place Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 1 -1'-- A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 I 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd Main Place Dr Base Volume Input [veh/h] 0 2 1 140 13 220 89 17 2 3 30 73 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 0 2 1 140 13 220 89 17 2 3 30 73 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 1 0 35 3 55 22 4 1 1 8 18 Total Analysis Volume [veh/h] 0 2 1 140 1 13 220 89 17 2 3 30 73 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Lanes Capacity per Entry Lane [veh/h] 613 697 634 796 573 622 709 568 1 618 1 703 Degree of Utilization, x 0.00 0.00 0.22 0.29 0.16 0.03 0.00 0.01 0.05 0.10 Movement, Approach, & Intersection Results 95th-Percentile Queue Length [veh] 0.01 0.00 0.84 1.22 0.55 0.08 0.01 0.02 0.15 0.35 95th-Percentile Queue Length [ft] 0.25 0.11 20.97 30.50 13.69 1 2.10 1 0.21 0.40 1 3.82 1 8.65 Approach Delay [stveh] 8.35 9.42 9.87 8.55 Approach LOS A A A A Intersection Delay [s/veh] 9.34 Intersection LOS A Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 6: Main St / Main Place Dr -Tom and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.466 Intersection Setup Name Main St Main St Main Place Dr Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration 1411111- #1#1111r #111r #111rr Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Main Place Dr Town and Country Base Volume Input [veh/h] 35 762 125 238 1178 40 18 56 72 254 55 448 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 35 762 125 238 1178 40 18 56 72 254 55 448 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 9 191 31 60 295 10 5 14 18 64 14 112 Total Analysis Volume [veh/h] 35 1 762 1 125 238 1178 40 18 56 72 254 55 448 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Overlap Split I Split I Split I Split I Split I Split Signal group 5 2 0 1 1 6 1 6 1 1 8 1 0 1 0 1 4 Auxiliary Signal Groups 1 1 6 Lead/Lag Lead - - Lead I - I- - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 1 0.15 1 0.08 1 0.07 1 0.23 1 0.02 1 0.01 1 0.02 1 0.04 1 0.07 1 0.03 1 0.13 Intersection LOS A Intersection V/C 0.466 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.527 Intersection Setup Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes No Volumes Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Base Volume Input [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 7 33 6 79 81 161 62 22 25 16 16 28 Total Analysis Volume [veh/h] 29 1 132 1 24 316 324 642 249 89 99 62 65 110 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group 2 6 3 8 7 4 0 Auxiliary Signal Groups Lead/Lag - - Lead Lead - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.05 1 0.05 1 0.19 1 0.28 1 0.28 1 0.07 1 0.05 1 0.06 1 0.04 1 0.02 1 0.07 Intersection LOS A Intersection V/C 0.527 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 8: Main St / Mall Entrance -City Place Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.371 Intersection Setup Name Main St Main St Mall Entrance City Place Dr Approach Northbound Southlbouuunrd Eastb}ound Westbound Lane Configuration 1#11 1 1 1 1 1 1 1 #11ou #11ou Turning Movement Left Thru Right Left Thru Right Left Thru I Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100 od 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Mall Entrance City Place Dr Base Volume Input [veh/h] 2 867 48 39 1456 3 0 0 3 15 0 58 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 2 867 48 39 1456 3 0 0 3 15 0 58 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 217 12 10 364 1 0 0 1 4 0 15 Total Analysis Volume [veh/h] 2 1 867 1 48 39 1456 3 0 0 3 15 0 58 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.13 1 0.13 1 0.02 1 0.29 1 0.29 1 0.00 1 0.00 1 0.00 1 0.01 1 0.00 1 0.03 Intersection LOS A Intersection V/C 0.371 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 9: Broadway / MainPlace Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.514 Intersection Setup Name Broadway Broadway MainPlace Dr MainPlace Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 11 r A l A 1 I r A1 A11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway MainPlace Dr MainPlace Dr Base Volume Input [veh/h] 100 69 333 19 56 3 1 13 178 465 7 16 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 100 69 333 19 56 3 1 13 178 465 7 16 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 25 17 83 5 14 1 0 3 45 116 2 4 Total Analysis Volume [veh/h] 100 69 333 19 56 3 1 13 178 465 7 16 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana MainPlace Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 2 1 6 'l 3 8 7 4 Auxiliary Signal Groups 2 Lead/Lag Lead I I Lead - Lead Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 1 0.02 1 0.20 1 0.01 1 0.02 1 0.02 1 0.00 1 0.00 1 0.11 1 0.14 1 0.00 1 0.01 Intersection LOS A Intersection V/C 0.514 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 10: Main St / MainPlace Dr -Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.452 Intersection Setup Name Main St Main St MainPlace Dr Memory Ln Approach Northbound Southbounn*d Eastbound Westbound Lane Configuration A A 1 1 F 1 1Thru 41#1 1 1 1 1 1Thru 1 #1#1 1 1 1 1 1Thru 1 #1#1 1 11 1 1Thru Turning Movement Left Right Left Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St MainPlace Dr Memory Ln Base Volume Input [veh/h] 22 731 246 25 1218 267 131 188 27 199 211 11 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 22 731 246 25 1218 267 131 188 27 199 211 11 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 6 183 62 6 305 67 33 47 7 50 53 3 Total Analysis Volume [veh/h] 22 1 731 1 246 25 1218 267 131 188 27 199 211 11 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana MainPlace Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 1 0.19 1 0.19 1 0.01 1 0.29 1 0.29 1 0.04 1 0.04 1 0.04 1 0.06 1 0.06 1 0.01 Intersection LOS A Intersection V/C 0.452 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 11: Lawson Way / Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.271 Intersection Setup Name Lawson Way Lawson Way Memory Ln Approach Northbound Southbound Eastbound Westbound Lane Configuration A F A 1 r A A 1 1 r 1 1Thru A 1 1 F 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Thru1 Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Lawson Way Lawson Way Memory Ln Base Volume Input [veh/h] 0 1 1 18 1 155 209 250 2 0 315 6 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 0 1 1 18 1 155 209 250 2 0 315 6 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 0 5 0 39 52 63 1 0 79 2 Total Analysis Volume [veh/h] 0 1 1 1 18 1 155 209 250 2 0 315 6 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Permiss Permiss Permiss Permiss Permiss Permiss Signal group 2 6 8 0 4 Auxiliary Signal Groups Lead / Lag - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.00 1 0.00 1 0.01 1 0.00 1 0.09 1 0.06 1 0.07 1 0.00 1 0.00 1 0.06 1 0.06 Intersection LOS A Intersection V/C 0.271 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.289 Intersection Setup Name Broadway Broadway 1-5 NB Oft Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [it] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [it] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Oft Ramps Base Volume Input [veh/h] 442 702 ' 112 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 442 702 112 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 111 176 28 Total Analysis Volume [veh/h] 442 702 112 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.13 0.21 0.03 Intersection LOS A Intersection V/C 0.289 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.616 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Total Hourly Volume [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 14 100 0 27 17 0 320 8 2 0 1 20 Total Analysis Volume [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 0 1 1 1 0 1 6 1 f 8 Auxiliary Signal Groups Lead/Lag Lead I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.10 1 0.00 1 0.10 1 0.04 1 0.00 1 0.25 1 0.02 1 0.01 1 0.00 1 0.01 1 0.05 Intersection LOS B Intersection V/C 0.616 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 98 0 12 106 u 0 631 15 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 98 12 106 U 0 631 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 25 3 27 0 0 158 4 Total Analysis Volume [veh/h] 98 12 106 0 0 631 15 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permis� Permissive Permissive S Split Split Signal group 0 4 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 0.06 0.07 0.19 0.19 Intersection LOS B Intersection V/C 0.616 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 14: Broadway / 1-5 SB Off Ramp Control Type: Two-way stop Delay (sec /veh): 153.6 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.268 Intersection Setup Name Broadway Broadway 1-5 SB Oft Ramp Approach Northbound Southbound Eastbound Lane Configuration 11 I I 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] ,,,,,.,,,, 100. 10.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 SB Oft Ramp Base Volume Input [veh/h] 458 704 ' 817 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 458 704 817 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 115 176 204 Total Analysis Volume [veh/h] u 458 704 817 Pedestrian Volume [ped/h] 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] J 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.0 I.01 1.27 d_M, Delay for Movement[stveh] 0.0L I.00 153.56 Movement LOS A A F 95th-Percentile Queue Length [vehAn] 0.00 0.00 31.36 95th-Percentile Queue Length [ftAn] 0.00 0.00 784.09 d_A, Approach Delay [s/veh] 0.00 0.00 153.56 Approach LOS A A F d_I, Intersection Delay [s/veh] 63.40 Intersection LOS F Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 15: Broadway / Santa Clara Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.854 Intersection Setup Name Broadway Broadway Santa Clara Ave Santa Clara Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration IF III T Ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00100 .00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Santa Clara Ave Santa Clara Ave Base Volume Input [veh/h] 0 312 359 51 1412 0 105 286 175 94 0 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Site -Generated Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Total Hourly Volume [veh/h] 0 312 359 51 1412 0 105 286 175 94 0 4 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 78 90 13 353 0 26 72 44 24 0 1 Total Analysis Volume [veh/h] 'l 312 1 359 51 1412 0 105 286 175 94 0 4 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Split I Split I Split I Split Permiss Split Signal group 1 1 6 0 0 8 7 0 0 Auxiliary Signal Groups Lead/Lag I Lead - Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.20 1 0.20 1 0.03 1 0.42 1 0.00 1 0.06 1 0.33 1 0.33 1 0.06 1 0.00 1 0.00 Intersection LOS D Intersection V/C 0.854 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.846 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 11 0 406 719 58 1377 0 96 107 0 420 146 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 11 0 406 719 58 1377 0 96 107 0 420 146 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1 1.0000 Total 15-Minute Volume [veh/h] 3 0 102 180 15 344 0 24 27 0 105 1 37 Total Analysis Volume [veh/h] 11 1 0 1 406 1 719 58 1 1377 0 96 107 0 420 146 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permi Permiss Permiss Permiss Permiss Signal group 5 2 1 1 6 1 0 1 1 1 1 8 Auxiliary Signal Groups Lead/Lag Lead Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.00 1 0.08 1 0.45 1 0.02 1 0.29 1 0.0( 1 0.29 1 0.06 1 0.00 1 0.17 1 0.17 Intersection LOS D Intersection V/C 0.846 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Setup Name 1-5 SB Off Ramps Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Right Right Left2 Left Right Right2 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes Yes Volumes Name 1-5 SB Off Ramps Base Volume Input [veh/h] U 0 0 515 35 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Total Hourly Volume [veh/h] U U 0 _ 515 35 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 1 129 9 Total Analysis Volume [veh/h] 0 515 35 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.16 0.16 Intersection LOS D Intersection V/C 0.846 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 17: Broadway / Buffalo Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.494 Intersection Setup Name Broadway Broadway Driveway Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 411 H 41 1 H T r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Driveway Buffalo Ave Base Volume Input [veh/h] 7 665 154 238 1477 8 2 3 2 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 I - Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 7 665 154 238 1477 8 2 3 2 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 166 39 60 369 2 1 1 1 0 0 Total Analysis Volume [veh/h] 7 1 665 1 154 238 1477 8 2 3 2 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 5 2 1 1 6 1'l 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag Lead - Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.24 1 0.24 1 0.14 1 0.44 1 0.44 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 Intersection LOS A Intersection V/C 0.494 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.563 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 1 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 I 0 Site -Generated Trips [veh/h] ] 0 0 0 0 l 0 0 0 I - Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 255 8 160 349 0 29 52 11 0 0 Total Analysis Volume [veh/h] 'l 1018 1 30 640 1397 0 114 209 44 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 1 1 6 1 0 1 0 1 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag - - Lead I I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.21 1 0.21 1 0.19 1 0.27 1 0.00 1 0.07 1 0.11 1 0.11 1 0.00 1 0.00 1 0.00 Intersection LOS A Intersection V/C 0.563 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 19: Broadway / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.758 Intersection Setup Name Broadway Broadway 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration � 1 H A 1, r A A 1 1 F 1 1Thru 1 A A 1 1 F 1 1Thru 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway 17th St 17th St Base Volume Input [veh/h] 132 639 142 172 1063 122 172 1080 74 295 1251 52 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 132 639 142 172 1063 122 172 1080 74 295 1251 52 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 33 160 36 43 266 31 43 270 19 74 313 13 Total Analysis Volume [veh/h] 132 1 639 1 142 172 1063 122 172 1080 74 295 1251 52 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 1 0.23 1 0.23 1 0.10 1 0.31 1 0.08 1 0.05 1 0.23 1 0.23 1 0.09 1 0.26 1 0.26 Intersection LOS C Intersection V/C 0.758 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 20: Main St / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.796 Intersection Setup Name Main St Main St 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration #1#111r #1#11F #1#111F #1#111F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St 17th St 17th St Base Volume Input [veh/h] 152 860 169 149 1105 96 131 1196 73 308 1315 31 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 152 860 169 149 1105 96 131 1196 73 308 1315 31 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 38 215 42 37 276 24 33 299 18 77 329 8 Total Analysis Volume [veh/h] 152 1 860 1 169 149 1105 96 131 1196 73 308 1315 31 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.25 1 0.11 1 0.04 1 0.35 1 0.35 1 0.04 1 0.25 1 0.25 1 0.09 1 0.26 1 0.26 Intersection LOS C Intersection V/C 0.796 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 21: Parker St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.631 Intersection Setup Name Parker St Parker St La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration A r -1 r A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100,00T00.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100T Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St La Veta Ave La Veta Ave Base Volume Input [veh/h] 155 0 172 60 0 42 30 309 476 280 429 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 r 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 155 0 172 60 0 42 30 309 476 280 429 33 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 39 0 43 15 0 11 8 77 119 70 107 8 Total Analysis Volume [veh/h] 155 1 0 1 172 60 1 0 42 30 309 476 280 429 33 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Penn iss Permiss Permiss Parr Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 1 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I El Lead/Lag Lead - Lead Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 1 0.00 1 0.10 1 0.04 1 0.00 1 0.02 1 0.02 1 0.23 1 0.23 1 0.16 1 0.14 1 0.14 Intersection LOS B Intersection V/C 0.631 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 22: Parker St / Town and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.418 Intersection Setup Name Parker St Parker St Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration #111 #11 r A 1 r A F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St Town and Country Town and Country Base Volume Input [veh/h] 34 162 24 30 391 231 173 138 42 4 13 14 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 34 162 24 30 391 231 173 138 42 4 13 14 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 9 41 6 8 98 58 43 35 11 1 3 4 Total Analysis Volume [veh/h] 34 1 162 1 24 30 391 231 173 138 42 4 13 14 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal group 0 2 6 'l 8 0 4 Auxiliary Signal Groups Lead / Lag - - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.10 1 0.01 1 0.02 1 0.23 1 0.14 1 0.10 1 0.08 1 0.02 1 0.00 1 0.02 1 0.02 Intersection LOS A Intersection V/C 0.418 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2046: New Intersection Control Type: Unknown Delay (sec /veh): ? Analysis Method: ? Level Of Service: ? Analysis Period: 15 minutes Volume to Capacity (v/c): ? Intersection Setup Name Parker St Approach Eastbound Westbound Northeastbound Southwestbound Lane Configuration d $ *1 r Turning Movement Left T1h_ru Right Left Thru Right Left Thru Right Left Thru Right Crosswalk Yes Yes Yes Yes Volumes Name Parker St Base Volume Input [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Analysis Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 l 0 D C 0 Local Bus Stopping Rate [/h] 0 n 0 1 - 0 0 0 C 1 0 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 1: 1 EXAM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): 26.8 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.769 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration AA11 r I I I r A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 100.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes No Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 873 459 367 250 301 429 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 873 459 367 250 301 429 Peak Hour Factor 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 232 122 98 66 80 114 Total Analysis Volume [veh/h] 929 488 390 266 320 456 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 n ' Local Bus Stopping Rate [/h] 0 0 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permissive Permissive Permissive Permissive Protected Permissive Signal group 5 0 8 0 7 4 Auxiliary Signal Groups Lead/Lag Lead - Lead Minimum Green [s] 5 5 5 5 Maximum Green [s] 30 30 30 30 Amber [s] 3.0 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 1.0 Split [s] 36 21 23 44 Vehicle Extension [s] 3.0 3.0 3.0 3.0 Walk [s] 5 5 0 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 2.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] C 3.0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L R C R L C C, Cycle Length [s] 80 80 80 80 80 80 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 11 _U _.__ L. 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 32 32 17 17 19 40 g / C, Green / Cycle 0.40 0.40 0.21 0.21 0.24 0.50 (v / s)_i Volume / Saturation Flow Rate 0.27 0.31 0.08 0.17 0.18 0.09 s, saturation flow rate [veh/h] 3459 1589 5094 1589 1781 5094 c, Capacity [veh/h] 1383 636 1082 338 423 2547 d1, Uniform Delay [s] 19.69 20.78 26.86 29.79 28.35 10.98 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 2.61 8.64 0.93 16.80 11.93 0.15 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.67 0.77 0.36 0.79 0.76 0.18 d, Delay for Lane Group [sNeh] 22.30 29.41 27.80 46.59 40.28 11.14 Lane Group LOS C C C D D B Critical Lane Group No Yes No Yes Yes No 50th-Percentile Queue Length [vehAn] 7.14 8.88 2.15 6.25 6.89 1.41 50th-Percentile Queue Length [ftAn] 178.46 222.08 53.78 156.14 172.15 35.24 95th-Percentile Queue Length [vehAn] 11.52 13.77 3.87 10.34 11.19 2.54 95th-Percentile Queue Length [ftAn] 288.00 344.28 96.80 258.60 279.74 63.44 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad Fifth =® MoRement Approach Intersection VIC 0 me Other Cases SLOW Crosswalk Funeral Wiped 000 000 000 a A Saturation Flow Rate ofthe bicycle Ian CROP CROP CROP c A Capacity ofthe bicycle lane Ismaili 0 0 0 Sequence ®®®®sssssssssssse ®esesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): 36.5 Analysis Method: HCM 6th Edition Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.549 Intersection Setup Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 C 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No No Crosswalk Yes Yes Yes No Volumes Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Base Volume Input [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 8 35 6 83 85 169 66 23 26 16 17 29 Total Analysis Volume [veh/h] 31 139 25 333 341 676 262 94 104 65 68 116 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 0 0 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 0 1 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 1 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 1 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group J 2 0 6 J 3 8 0 7 4 Auxiliary Signal Groups Lead/Lag - Lead Lead - Minimum Green [s] ] 5 5 J 5 5 5 5 Maximum Green [s] ] 30 0 30 J 30 30 0 30 30 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 Split [s] 0 17 0 0 33 0 11 19 0 11 19 Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 Walk [s] 0 5 0 0 5 0 0 5 n 0 5 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 10 _ Rest In Walk No No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 12, Clearance Lost Time [s] "" 2.0 0.0 0.0 2.0 "" 2.0 2.0 0.0 2.0 2.0 Minimum Recall No No No No No No Maximum Recall No No No No No No Pedestrian Recall No No No No No No Detector Location [ft] 0.0 0.0 0.0 u.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u.c Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C C L C R L C R L C R C, Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 80 80 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 13 13 13 29 29 29 7 15 15 7 15 15 g / C, Green / Cycle 0.16 0.16 0.16 0.36 0.36 0.36 0.09 0.19 0.19 0.09 0.19 0.19 (v / s)_i Volume / Saturation Flow Rate 0.02 0.04 0.05 0.19 0.29 0.32 0.08 0.05 0.07 0.04 0.02 0.07 s, saturation flow rate [veh/h] 1781 1870 1774 1781 1767 1589 3459 1870 1589 1781 3560 1589 c, Capacity[veh/h] 289 304 288 646 641 576 303 351 298 156 668 298 d1, Uniform Delay [s] 28.55 29.36 29.40 19.99 22.82 23.90 36.04 27.80 28.25 34.57 26.92 28.49 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 0.74 2.20 2.43 2.93 9.78 17.61 26.62 1.87 3.20 8.02 0.31 3.80 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 Lane Group Results X, volume / capacity 0.11 0.27 0.28 0.52 0.79 0.88 0.87 0.27 0.35 0.42 0.10 0.39 d, Delay for Lane Group [sNeh] 29.30 31.56 31.83 22.93 32.61 41.51 62.66 29.67 31.46 42.59 27.23 32.28 Lane Group LOS C C C C C D E C C D C C Critical Lane Group No No Yes No No Yes Yes No No No No Yes 50th-Percentile Queue Length [vehAn] 0.56 1.55 1.53 5.15 9.80 11.25 3.58 1.68 1.95 1.52 0.55 2.21 50th-Percentile Queue Length [ftAn] 13.90 38.71 38.33 128.67 244.89 281.34 89.61 42.09 48.83 38.01 13.86 55.32 95th-Percentile Queue Length [vehAn] 1.00 2.79 2.76 8.87 14.93 16.76 6.45 3.03 3.52 2.74 1.00 3.98 95th-Percentile Queue Length [ftAn] 25.02 69.68 68.99 221.68 373.21 418.88 161.30 75.77 87.90 68.43 24.94 99.57 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad th =® MoRement Approach A A Approach Delay CASH 3131 3357 fail 3359 Intersection VIC 0 And) Other Cases Sequence ii®se®®ssssssssssse ii®sesessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): 6.9 Analysis Method: HCM 6th Edition Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.293 Intersection Setup Name Broadway Broadway 1-5 NB Oft Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Oft Ramps Base Volume Input [veh/h] 442 0 702 112 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 442 702 112 Peak Hour Factor 0.8800 0.8800 0.8800 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 126 199 32 Total Analysis Volume [veh/h] 502 798 127 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ _ Local Bus Stopping Rate [/h] 0 u 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 8.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 5 5 Maximum Green [s] 30 30 30 Amber [s] 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 Split [s] 80 80 20 Vehicle Extension [s] 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 Minimum Recall No No No Maximum Recall No No No Pedestrian Recall No No No Detector Location [ft] C 0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C R C, Cycle Length [s] 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 76 76 16 g / C, Green / Cycle 0.76 0.76 0.16 (v / s)_i Volume / Saturation Flow Rate 0.14 0.22 0.05 s, saturation flow rate [veh/h] 3560 3560 2813 c, Capacity [veh/h] 2706 2706 450 d1, Uniform Delay [s] 3.35 3.71 36.95 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 0.15 0.28 1.56 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.19 0.29 0.28 d, Delay for Lane Group [sNeh] 3.50 3.99 38.51 Lane Group LOS A A D Critical Lane Group No Yes Yes 50th-Percentile Queue Length [vehAn] 1.16 2.05 1.46 50th-Percentile Queue Length [ftAn] 29.05 51.24 36.44 95th-Percentile Queue Length [vehAn] 2.09 3.69 2.62 95th-Percentile Queue Length [ftAn] 52.30 92.23 65.60 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad Fifth =® MoRement Approach ALI Intersection D All REAL] 6 Sig Intersection VIC 0 DO Other Cases SLOW Crosswalk Funeral Wiped 000 000 000 a A Saturation Flow Rate ofthe bicycle Ian CROP CROP CROP c A Capacity ofthe bicycle lane Ismaili 0 0 0 Sequent i®®®ssssssssssssse ii®eessssssssssssse i®eessssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): 40.2 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.765 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 ( l 0 0 0 0 Total Hourly Volume [veh/h] 54 398 107 69 l 1280 30 9 4 80 Peak Hour Factor 0.9500 0.9500 1.000u 0.9500 0.9500 1.0000 0.9500 0.9500 0.9500 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 14 105 r 28 18 'l 337 8 2 ( 1 21 Total Analysis Volume [veh/h] 57 419 113 73 1347 32 9 4 84 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 2 o 0 1 0 6 f 0 8 Auxiliary Signal Groups Lead/Lag Lead - Lead - Minimum Green [s] 5 5 5 l 5 5 Maximum Green [s] 30 30 0 30 J 30 30 Amber [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 1.0 Split [s] 9 37 0 0 12 0 40 0 0 19 Vehicle Extension [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 3.0 Walk [s] 0 5 0 0 0 0 5 0 _ 0 5 Pedestrian Clearance [s] 0 10 0 0 0 0 10 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No I No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C L C R C R C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.01 2.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 33 8 36 36 15 15 g / C, Green / Cycle 0.05 0.30 0.07 0.33 1 0.33 0.14 0.14 (v / s)_i Volume / Saturation Flow Rate 0.02 0.11 0.04 0.27 0.02 0.01 0.05 Total Saturation Flow Adjustment 0.90 0.86 0.93 0.89 0.83 0.82 0.83 s, saturation flow rate [veh/h] 3437 4912 1770 5074 1583 1557 1583 c, Capacity [veh/h] 156 1474 129 1661 518 212 216 d1, Uniform Delay [s] 50.96 30.22 49.33 33.89 25.40 41.37 43.32 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 6.47 0.69 16.87 4.43 0.23 0.55 5.21 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.36 0.36 0.57 0.81 0.06 0.06 0.39 d, Delay for Lane Group [sNeh] 57.43 30.91 66.20 38.31 25.63 41.92 48.53 Lane Group LOS E C E D C D D Critical Lane Group Yes No No Yes No No No 50th-Percentile Queue Length [vehAn] 1.00 5.16 2.55 17.09 0.73 0.37 2.62 50th-Percentile Queue Length [ftAn] 24.93 129.06 63.64 427.35 18.15 9.37 65.56 95th-Percentile Queue Length [vehAn] 2.410.32 10.10 27.91 1.79 0.95 5. 95th-Percentile Queue Length [ftAn] 608 252.46 15.40.60 697.76 44.73 23.69 14375 .69 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 57.43 30.91 0.00 30.91 66.20 0.00 38.31 25.63 41.92 0.00 41.92 48.53 Movement LOS E C C E D I C D I D I D d_A, Approach Delay [s/veh] 33.48 39.43 47.65 Approach LOS C D D d_I, Intersection Delay [s/veh] 40.25 Intersection LOS D Intersection V/C 0.765 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 98 0 12 106 0 0 750 15 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 Total Hourly Volume [veh/h] 98 12 106 750 15 Peak Hour Factor 0.9500 0.9500 0.9500 1.0000 1.000U 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 -100 1.0000 1.0000 Total 15-Minute Volume [veh/h] 26 3 28 197 4 Total Analysis Volume [veh/h] 103 13 112 789 16 Presence of On -Street Parking No No No No On -Street Parking Maneuver Rate [/h] 0 0 I I Local Bus Stopping Rate [/h] 0 0 1 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Permissive Permissive Permissive Split Split Split Signal group 4 0 9 Auxiliary Signal Groups Lead / Lag - Minimum Green [s] 5 5 Maximum Green [s] 30 30 Amber [s] 3.0 3.0 All red [s] 1.0 1.0 Split [s] 19 42 Vehicle Extension [s] 3.0 0.0 3.0 Walk [s] 5 n 0 5 Pedestrian Clearance [s] 10 0 10 11, Start -Up Lost Time [s] 2.0 0.0 2.0 12, Clearance Lost Time [s] 2.0 0.0 2.0 Minimum Recall No No Maximum Recall No No Pedestrian Recall No No Detector Location [ft] O.0 0.0 0.0 Detector Length [ft] O.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C R R C, Cycle Length [s] 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 2.00 0.1 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 15 15 38 g / C, Green / Cycle 0.14 0.14 0.35 (v / s)_i Volume / Saturation Flow Rate 0.08 0.07 0.29 Total Saturation Flow Adjustment 0.73 0.83 0.74 s, saturation flow rate [veh/h] 1379 1583 2803 c, Capacity [veh/h] 188 216 968 d1, Uniform Delay [s] 44.79 44.15 33.06 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 14.25 8.64 8.27 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.62 0.52 0.83 d, Delay for Lane Group [sNeh] 59.04 52.79 41.33 Lane Group LOS E D D Critical Lane Group Yes No Yes 50th-Percentile Queue Length [vehAn] 3.96 3.65 16.07 50th-Percentile Queue Length [ftAn] 98.94 91.21 401.65 95th-Percentile Queue Length [vehAn] 8.13 7.60 26.35 95th-Percentile Queue Length [ftAn] 20714 189.90 658.79 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.Aad you =® MoRement Approach Sequence ®®®®®ssssssssssse ®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): 36.3 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.811 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [it] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [it] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 11 0 406 719 58 1377 0 96 107 0 420 146 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 J 0 0 0 0 Total Hourly Volume [veh/h] 11 0 406 719 58 1377 0 96 107 ( 420 146 Peak Hour Factor 0.9500 1.0000 0.9500 0.9500 0.9500 0.9500 1.0000 0.9500 0.9500 1.0( 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 0 107 189 15 362 0 25 28 ( 111 38 Total Analysis Volume [veh/h] 12 427 757 61 1449 101 113 442 154 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 0 2 0 1 6 0 f 0 8 Auxiliary Signal Groups Lead/Lag Lead Lead - - Minimum Green [s] 5 5 5 5 0 5 Maximum Green [s] 30 30 0 30 30 0 30 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 0.0 1.0 Split [s] 9 74 0 9 43 0 0 0 27 Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 0.0 3.0 Walk [s] 0 0 5 0 0 5 0 0 _ 0 5 Pedestrian Clearance [s] 0 0 10 0 10 0 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C R L C L C C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U.UU 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 70 70 5 39 23 23 g / C, Green / Cycle 0.05 0.64 0.64 0.05 0.35 0.21 0.21 (v / s)_i Volume / Saturation Flow Rate 0.00 0.08 0.48 0.02 0.31 0.06 0.17 Total Saturation Flow Adjustment 0.90 0.89 0.83 0.90 0.88 0.93 0.90 s, saturation flow rate [veh/h] 3437 5074 1583 3437 5025 1770 3409 c, Capacity [veh/h] 156 3229 1008 156 1781 370 713 d1, Uniform Delay [s] 50.29 7.94 13.94 51.02 33.14 36.75 41.69 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 0.96 0.08 5.16 7.19 6.13 2.12 11.19 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.08 0.13 0.75 0.39 0.87 0.31 0.84 d, Delay for Lane Group [sNeh] 51.25 8.03 19.09 58.21 39.26 38.88 52.88 Lane Group LOS D A B E D D D Critical Lane Group Yes No No No Yes No Yes 50th-Percentile Queue Length [vehAn] 0.20 2.13 19.70 1.07 20.80 3.20 11.70 50th-Percentile Queue Length [ftAn] 4.99 53.17 492.47 26.84 520.01 80.07 292.53 95th-Percentile Queue Length [vehAn] 0.51 4.79 31.90 2.58 33.61 6.81 19.85 95th-Percentile Queue Length [ftAn] 12.78 117 3 797.53 7 61 713 170.31 496.22 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 51.25 8.03 19.09 58.21 39.26 0.00 39.26 38.88 0.00 52.88 52.88 Movement LOS D A B E D I ID D I D I D d_A, Approach Delay [s/veh] 15.47 39.98 50.65 Approach LOS B D D d_I, Intersection Delay [s/veh] 36.28 Intersection LOS D Intersection V/C 0.811 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Setup Name 1-5 SB Off Ramps Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Right Right Left2 Left Right Right2 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes Yes Volumes Name 1-5 SB Off Ramps Base Volume Input [veh/h] 0 0 0 515 35 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 Total Hourly Volume [veh/h] 515 35 Peak Hour Factor J 1.000U 0.9500 0.9500 Other Adjustment Factor JO 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 136 9 Total Analysis Volume [veh/h] ' 542 37 Presence of On -Street Parking No No On -Street Parking Maneuver Rate [/h] u I Local Bus Stopping Rate [/h] I 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type •I Split Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 31 Vehicle Extension [s] 0.0 3.0 Walk [s] n 0 5 Pedestrian Clearance [s] 0 10 11, Start -Up Lost Time [s] 0.0 2.0 12, Clearance Lost Time [s] 0.0 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 1, Upstream Filtering Factor ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group R C, Cycle Length [s] 110 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 27 g / C, Green / Cycle 0.25 (v / s)_i Volume / Saturation Flow Rate 0.21 Total Saturation Flow Adjustment 0.74 s, saturation flow rate [veh/h] 2803 c, Capacity [veh/h] 688 d1, Uniform Delay [s] 39.47 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 11.92 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.84 d, Delay for Lane Group [sNeh] 51.39 Lane Group LOS D Critical Lane Group Yes 50th-Percentile Queue Length [vehAn] 12.18 50th-Percentile Queue Length [ftAn] 304.54 95th-Percentile Queue Length [vehAn] 20.56 95th-Percentile Queue Length [ftAn] 513.91 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.Aad you =® MoRement Approach Sequence ii®®®®®ssssssssssse ii®ssesssssssssssse NA® Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): 21.6 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.603 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.uu- Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 ]0 1.00 1.00 1.00 1.e. )0 1.00 In -Process Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 - Site -Generated Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 u Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 1 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Right -Turn on Red Volume [veh/h] 0 0 0 0 C l 0 0 C 1 0 Total Hourly Volume [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 0 Peak Hour Factor 1.0000 0.9200 0.9200 0.9200 0.9200 1.0000 0.9200 0.9200 0.9200 1.0000 1.0000 1.00r Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 277 8 174 380 0 31 57 12 0 0 Total Analysis Volume [veh/h] 0 1107 33 696 1518 0 124 227 48 C 1 0 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 1 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 J Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 r 1 6 0 0 8 0 0 0 Auxiliary Signal Groups Lead/Lag - Lead - - Minimum Green [s] ] 5 5 5 l 0 5 1 0 Maximum Green [s] ] 30 30 30 l 0 30 1 0 Amber [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 u.0 u.0 0.0 0.0 All red [s] 0.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 Split [s] 0 39 0 37 76 0 0 24 0 0 0 0 Vehicle Extension [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 Rest In Walk No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 12, Clearance Lost Time [s] "" 2.0 0.0 2.0 2.0 "" "" 2.0 0.0 0.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ^' I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C L C C C C, Cycle Length [s] 100 100 100 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 35 35 33 72 20 20 g / C, Green / Cycle 0.35 0.35 0.33 0.72 0.20 0.20 (v / s)_i Volume / Saturation Flow Rate 0.21 0.21 0.20 0.30 0.12 0.12 s, saturation flow rate [veh/h] 3560 1842 3459 5094 1816 1629 c, Capacity [veh/h] 1246 645 1141 3668 363 326 d1, Uniform Delay [s] 26.86 26.62 28.10 5.58 36.18 36.20 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 2.23 3.93 2.43 0.35 6.55 7.36 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.61 0.59 0.61 0.41 0.58 0.58 d, Delay for Lane Group [sNeh] 29.09 30.54 30.53 5.93 42.73 43.57 Lane Group LOS C C C A D D Critical Lane Group Yes No Yes No No Yes 50th-Percentile Queue Length [vehAn] 7.72 7.97 7.24 3.64 5.25 4.80 50th-Percentile Queue Length [ftAn] 192.89 199.17 180.93 91.12 131.25 120.11 95th-Percentile Queue Length [vehAn] 12.27 12.60 11.65 6.56 9.01 8.40 95th-Percentile Queue Length [ftAn] 306.78 314.90 291.23 16702 225.19 209.97 Scenario 12: 12 HCM - EXAM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad th =® MoRement Approach Intersection VIC 0 At Other Cases i mi Effectiontak Time Is] an an an an c A Capacity of the bicycle lane biwalleft 700 Poor 430 0 Sequence ®s®®sssssssssssse ®seesssssssssssse Generated with LIM�, Version 6.00-00 Santa Ana MainPlace Vistro File: K:\...\Sta Ana Main Place_PM.vistro Scenario 1 EX PM Report File: K:\...\1 - EX PM.pdf 12/6/2018 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Main St / Chapman Ave Signalized ICU 1 WB Thru 0.702 - C 2 Bedford Rd / La Veta Ave Signalized ICU 1 WB Thru 0.564 - A 3 Main St / La Veta Ave Signalized ICU 1 NB Right 0.591 - A 4 La Veta Ave / SR-22 WB Signalized ICU 1 WB Left 0.599 - A Ramps 5 Bedford Rd / MainPlace Dr All -way stop HCM 2010 EB Left 0.439 11.7 B 6 Main St / MainPlace Dr_Town Signalized ICU 1 SB Thru 0.586 - A and Country 7 Town and Country / SR-22 EB Signalized ICU 1 WB Right 0.805 - D Ramps 8 Main St / Mall Entrance —City Signalized ICU 1 SB Thru 0.400 - A Place Dr 9 Broadway / MainPlace Dr Signalized ICU 1 NB Right 0.664 - B 10 Main St / MainPlace Signalized ICU 1 SB Thru 0.465 - A Dr Memory Ln 11 Lawson Way / Memory Ln Signalized ICU 1 EB Left 0.285 - A 12 Broadway / 1-5 NB Off Ramps Signalized ICU 1 NB Thru 0.304 - A 13 Main St / Edgewood Rd 1-5 Signalized ICU 1 SB Thru 0.543 A HOV Ramps 14 Broadway / 1-5 SB Off Ramps Two-way stop HCM 6th Edition EB Right 1.228 134.5 F 15 Broadway / Santa Clara Ave Signalized ICU 1 SB Thru 0.739 - C 16 Main St / Santa Clara Ave-1-5 Signalized ICU 1 NB Right 0.947 - E NB Ramps 17 Broadway / Buffalo Ave Signalized ICU 1 SB Thru 0.541 - A 18 Main St /Buffalo Ave 1-5 SB Signalized ICU 1 NB Right 0.711 - C Ramps 19 Broadway / 17th St Signalized ICU 1 NB Thru 0.793 - C 20 Main St / 17th St Signalized ICU 1 NB Thru 0.752 - C 21 New Intersection Signalized ICU 1 EB Thru 0.687 - B 22 New Intersection Signalized ICU 1 NBThru 0.513 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Scenario 1: 1 EX PM Santa Ana MainPlace Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 1: Main St / Chapman Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.702 Intersection Setup Name Main St Main St Chapman Ave Chapman Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 #1 11 r #1 11 r #1 11 r #1 11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Chapman Ave Chapman Ave Base Volume Input [veh/h] 514 686 188 137 642 223 140 582 213 148 782 93 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 514 686 188 137 642 223 140 582 213 148 782 93 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 129 172 47 34 161 56 35 146 53 37 196 23 Total Analysis Volume [veh/h] 514 1 686 1 188 137 642 223 140 582 213 148 782 93 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 8 1 7 1 4 14 Auxiliary Signal Groups 2 8 4 Lead/Lag Lead I -I ILead I - I Lead I I - I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.15 1 0.20 1 0.11 1 0.08 1 0.19 1 0.13 1 0.08 1 0.17 1 0.13 1 0.09 1 0.23 1 0.05 Intersection LOS C Intersection V/C 0.702 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2: Bedford Rd / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.564 Intersection Setup Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration i r r r IF A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 i2.0, 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Base Volume Input [veh/h] 306 0 231 0 0 32 0 624 149 149 780 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 ' ^^ ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 306 0 231 32 0 624 149 149 780 20 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 77 0 58 0 0 8 0 156 37 37 195 5 Total Analysis Volume [veh/h] 306 1 0 1 231 0 1 0 32 624 149 149 780 20 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss 'ermiss Permiss Pennis=_ Permiss Permiss Permiss Permiss Protecte Permiss Permiss Signal group 5 6 8 7 4 Auxiliary Signal Groups I El Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.18 1 0.0( 1 0.07 1 00 1 0.00 1 0.02 1 0.0( 1 0.23 1 0.23 1 0.09 1 0.24 1 0.24 Intersection LOS A Intersection V/C 0.564 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 3: Main St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.591 Intersection Setup Name Main St Main St La Veta Ave La Veta Ave Approach Northbound Southbo1unndd Eastbound Westbound Lane Configuration 1�llir 41#111 11 #1#11111 1y #1#1111 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St La Veta Ave La Veta Ave Base Volume Input [veh/h] 300 919 430 142 893 230 290 413 185 251 502 201 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 300 919 430 142 893 230 290 413 185 251 502 201 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 75 230 108 36 223 58 73 103 46 63 126 50 Total Analysis Volume [veh/h] 300 1 919 1 430 142 893 230 290 413 185 251 502 201 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 1 7 1 4 14 Auxiliary Signal Groups 2 4 Lead/Lag Lead I- - Lead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 1 0.18 1 0.25 1 0.04 1 0.22 1 0.22 1 0.09 1 0.12 1 0.12 1 0.07 1 0.15 1 0.12 Intersection LOS A Intersection V/C 0.591 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.599 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 394 126 683 479 478 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 394 126 683 479 478 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 99 32 171 120 120 Total Analysis Volume [veh/h] 394 126 683 479 478 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Protected Permissive Signal group 5 8 7 4 Auxiliary Signal Groups Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.12 0.07 0.13 0.28 0.09 Intersection LOS A Intersection V/C 0.599 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 5: Bedford Rd / Main Place Or Control Type: All -way stop Delay (sec /veh): 11.7 Analysis Method: HCM 2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.439 Intersection Setup Name Bedford Rd Bedford Rd Main Place Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 1 -1'-- A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 I 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd Main Place Dr Base Volume Input [veh/h] 9 47 49 98 70 171 232 65 17 21 58 93 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 9 47 49 98 70 171 232 65 17 21 58 93 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 12 12 25 18 43 58 16 4 5 15 23 Total Analysis Volume [veh/h] 9 47 49 98 70 171 232 1 65 17 21 58 93 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Lanes Capacity per Entry Lane [veh/h] 536 604 539 631 528 570 641 501 1 539 1 602 Degree of Utilization, x 0.10 0.08 0.18 0.38 0.44 0.11 0.03 0.04 0.11 0.15 Movement, Approach, & Intersection Results 95th-Percentile Queue Length [veh] 0.35 0.26 0.66 1.79 2.22 0.38 0.08 0.13 0.36 0.54 95th-Percentile Queue Length [ft] 8.71 6.60 16.47 44.71 55.47 1 9.60 1 2.04 3.27 1 9.00 1 13.59 Approach Delay [stveh] 9.73 11.59 13.40 9.96 Approach LOS A B B A Intersection Delay [s/veh] 11.69 Intersection LOS B Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 6: Main St / Main Place Dr -Tom and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.586 Intersection Setup Name Main St Main St Main Place Dr Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration 1411111- #1#1111r #111r #111rr Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Main Place Dr Town and Country Base Volume Input [veh/h] 81 965 161 449 1020 120 124 125 133 201 101 437 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 81 965 161 449 1020 120 124 125 133 201 101 437 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 20 241 40 112 255 30 31 31 33 50 25 109 Total Analysis Volume [veh/h] 81 1 965 1 161 449 1020 120 124 125 133 201 101 437 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Overlap Split I Split I Split I Split I Split I Split Signal group 5 2 1 1 6 1 6 1 1 8 1 0 1 0 1 4 Auxiliary Signal Groups 1 1 6 Lead/Lag Lead - Lead I - I- - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.19 1 0.10 1 0.13 1 0.20 1 0.07 1 0.04 1 0.05 1 0.08 1 0.06 1 0.06 1 0.13 Intersection LOS A Intersection V/C 0.586 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.805 Intersection Setup Name Lawson Way Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes No Volumes Name Lawson Way Town and Country Town and Country Base Volume Input [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 47 115 20 42 24 100 151 20 10 6 43 105 Total Analysis Volume [veh/h] 186 1 460 1 79 166 1 97 399 605 79 41 25 171 418 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group 2 6 3 8 7 4 Auxiliary Signal Groups I El Lead/Lag - - Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.11 1 0.16 1 0.16 1 0.10 1 0.15 1 0.15 1 0.18 1 0.05 1 0.03 1 0.01 1 0.05 1 0.26 Intersection LOS D Intersection V/C 0.805 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 8: Main St / Mall Entrance -City Place Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.400 Intersection Setup Name Main St Main St Mall Entrance City Place Dr Approach Northbound Southlbouuunrd Eastb}ound Westbound Lane Configuration 1#11 1 1 1 1 1 1 1 #11ou #11ou Turning Movement Left Thru Right Left Thru Right Left Thru I Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100 od 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Mall Entrance City Place Dr Base Volume Input [veh/h] 50 1043 102 118 1233 20 20 3 23 70 5 125 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 50 1043 102 118 1233 20 20 3 23 70 5 125 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 13 261 26 30 308 5 5 1 6 18 1 31 Total Analysis Volume [veh/h] 50 1 1043 1 102 118 1233 20 20 3 23 70 5 125 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 1 0.17 1 0.17 1 0.07 1 0.25 1 0.25 1 0.01 1 0.02 1 0.02 1 0.04 1 0.08 1 0.08 Intersection LOS A Intersection V/C 0.400 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 9: Broadway / MainPlace Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.664 Intersection Setup Name Broadway Broadway MainPlace Dr MainPlace Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 11 r A l A 1 I r A1 A11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway MainPlace Dr MainPlace Dr Base Volume Input [veh/h] 144 231 601 71 141 12 2 41 169 353 39 62 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 144 231 601 71 141 12 2 41 169 353 39 62 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 36 58 150 18 35 3 1 10 42 88 10 16 Total Analysis Volume [veh/h] 144 1 231 1 601 71 141 12 2 41 169 353 39 62 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana MainPlace Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 2 1 6 'l 3 8 7 4 0 Auxiliary Signal Groups 2 Lead/Lag Lead I- - Lead - Lead Lead - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 1 0.07 1 0.35 1 0.04 1 0.05 1 0.05 1 0.00 1 0.01 1 0.11 1 0.10 1 0.02 1 0.04 Intersection LOS B Intersection V/C 0.664 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 10: Main St / MainPlace Dr -Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.465 Intersection Setup Name Main St Main St MainPlace Dr Memory Ln Approach Northbound Southbounn*d Eastbound Westbound Lane Configuration A A 1 1 F 1 1Thru 41#1 1 1 1 1 1Thru 1 #1#1 1 1 1 1 1Thru 1 #1#1 1 11 1 1Thru Turning Movement Left Right Left Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St MainPlace Dr Memory Ln Base Volume Input [veh/h] 81 847 156 43 1103 146 276 303 96 212 148 52 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 81 847 156 43 1103 146 276 303 96 212 148 52 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 20 212 39 11 276 37 69 76 24 53 37 13 Total Analysis Volume [veh/h] 81 1 847 1 156 43 1103 146 276 303 96 212 148 52 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana MainPlace Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I I I El Lead/Lag Lead - Lead I - I I Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.20 1 0.20 1 0.01 1 0.24 1 0.24 1 0.08 1 0.08 1 0.08 1 0.06 1 0.04 1 0.03 Intersection LOS A Intersection V/C 0.465 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 11: Lawson Way / Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.285 Intersection Setup Name Lawson Way Lawson Way Memory Ln Memory Ln Approach Northbound Southbound Eastbound Westbound Lane Configuration A F A 1 r A A 1 1 r 1 1Thru A 1 1 F 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Thru1 Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Lawson Way Lawson Way Memory Ln Memory Ln Base Volume Input [veh/h] 4 0 3 24 4 152 313 238 3 6 213 17 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 4 0 3 24 4 152 313 238 3 6 213 17 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 0 1 6 1 38 78 60 1 2 53 4 Total Analysis Volume [veh/h] 4 1 0 1 3 24 4 152 313 238 3 6 213 17 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Permiss Permiss Permiss Permiss Permiss Permiss Signal group 2 6 8 0 4 Auxiliary Signal Groups Lead / Lag - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.00 1 0.00 1 0.01 1 0.00 1 0.09 1 0.09 1 0.07 1 0.00 1 0.00 1 0.05 1 0.05 Intersection LOS A Intersection V/C 0.285 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.304 Intersection Setup Name Broadway Broadway 1-5 NB Off -Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Off -Ramps Base Volume Input [veh/h] 789 568 ' 75 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 789 568 75 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 197 142 19 Total Analysis Volume [veh/h] 789 568 75 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.23 0.17 0.02 Intersection LOS A Intersection V/C 0.304 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.543 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 256 654 0 85 112 0 1218 120 31 0 5 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Total Hourly Volume [veh/h] 256 654 0 85 112 0 1218 120 31 0 5 65 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 64 164 0 21 28 0 305 30 8 0 1 16 Total Analysis Volume [veh/h] 256 1 654 1 0 1 85 112 1 0 1218 120 31 0 5 65 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 0 1 1 1 0 1 6 1 f 8 Auxiliary Signal Groups Lead/Lag Lead I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 1 0.14 1 0.00 1 0.14 1 0.07 1 0.00 1 0.24 1 0.08 1 0.02 1 0.00 1 0.02 1 0.04 Intersection LOS A Intersection V/C 0.543 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 94 0 29 70 u 0 253 13 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 94 29 70 U 0 253 13 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 7 18 63 3 Total Analysis Volume [veh/h] 94 29 70 253 13 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permis� Permissive Permissive S Split Split Signal group 0 4 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 0.07 0.04 0.08 0.08 Intersection LOS A Intersection V/C 0.543 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 14: Broadway / 1-5 SB Off Ramps Control Type: Two-way stop Delay (sec /veh): 134.5 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.228 Intersection Setup Name Broadway Broadway 1-5 SB Off Ramps Approach Northbound Southbound Eastbound Lane Configuration 11 I I 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] ,,,,,.,,,, 100. 10.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 SB Off Ramps Base Volume Input [veh/h] 747 547 ' 889 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 747 547 889 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 187 137 222 Total Analysis Volume [veh/h] u 747 547 889 Pedestrian Volume [ped/h] 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] J 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.0 I.01 1.23 d_M, Delay for Movement[stveh] 0.0L I.00 134.50 Movement LOS A A F 95th-Percentile Queue Length [vehAn] 0.00 0.00 31.27 95th-Percentile Queue Length [ftAn] 0.00 0.00 781.80 d_A, Approach Delay [s/veh] 0.00 0.00 134.50 Approach LOS A A F d_I, Intersection Delay [s/veh] 54.77 Intersection LOS F Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 15: Broadway / Santa Clara Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.739 Intersection Setup Name Broadway Broadway Santa Clara Ave Santa Clara Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration IF III T Ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00100 .00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Santa Clara Ave Santa Clara Ave Base Volume Input [veh/h] 0 599 430 114 1277 0 122 237 77 97 0 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Site -Generated Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Total Hourly Volume [veh/h] 0 599 430 114 1277 0 122 237 77 97 0 20 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 150 108 29 319 0 31 59 19 24 0 5 Total Analysis Volume [veh/h] 'l 599 430 114 1277 0 122 237 77 97 0 20 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Split I Split I Split I Split Permiss Split Signal group 0 2 01 1 6 0 0 8 7 0 0 Auxiliary Signal Groups Lead/Lag I Lead - Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.30 1 0.30 1 0.07 1 0.38 1 0.00 1 0.07 1 0.26 1 0.26 1 0.06 1 0.00 1 0.01 Intersection LOS C Intersection V/C 0.739 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity (v/c): 0.947 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes No Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 9 0 828 883 134 1215 0 61 201 0 505 157 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 9 0 828 883 134 1215 0 61 201 0 505 157 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1 1.0000 Total 15-Minute Volume [veh/h] 2 1 ^ 1 207 221 34 304 0 15 50 0 126 1 39 Total Analysis Volume [veh/h] 9 828 1 883 134 1 1215 0 61 201 0 505 157 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permi Permiss Permiss Permiss Permiss Signal group 5 2 1 1 6 1 0 1 1 1 1 8 Auxiliary Signal Groups Lead/Lag Lead Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.0( 1 0.16 1 0.55 1 0.04 1 0.25 1 0.0( 1 0.25 1 0.12 1 0.00 1 0.19 1 0.19 Intersection LOS E Intersection V/C 0.947 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Setup Name Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes No Volumes Name Base Volume Input [veh/h] U 0 0 353 15 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Total Hourly Volume [veh/h] U U 0 _ 353 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 88 4 Total Analysis Volume [veh/h] 0 0 353 15 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.11 0.11 Intersection LOS E Intersection V/C 0.947 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 17: Broadway / Buffalo Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.541 Intersection Setup Name Broadway Broadway Driveway Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 411 H 41 1 H T r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Driveway Buffalo Ave Base Volume Input [veh/h] 3 1027 332 144 1359 2 0 0 3 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 I - Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 3 1027 332 144 1359 2 0 0 3 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 257 83 36 340 1 0 0 1 0 0 Total Analysis Volume [veh/h] 3 1 1027 1 332 144 1359 2 0 0 3 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 5 2 1 1 6 1'l 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag Lead - Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.40 1 0.40 1 0.08 1 0.40 1 0.40 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 Intersection LOS A Intersection V/C 0.541 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.711 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 1 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 I 0 Site -Generated Trips [veh/h] ] 0 0 0 0 l 0 0 0 I - Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 354 7 153 281 0 80 37 17 0 0 Total Analysis Volume [veh/h] 'l 1417 1 26 611 1125 0 318 146 68 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 0 1 1 6 1 0 1 0 1 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag - - - Lead I I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.28 1 0.28 1 0.18 1 0.22 1 0.00 1 0.19 1 0.13 1 0.13 1 0.00 1 0.00 1 0.00 Intersection LOS C Intersection V/C 0.711 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 19: Broadway / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.793 Intersection Setup Name Broadway Broadway 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration � 1 H A 1, r A A 1 1 F 1 1Thru 1 A A 1 1 F 1 1Thru 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway 17th St 17th St Base Volume Input [veh/h] 201 918 138 117 723 272 345 1140 67 97 1244 38 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 201 918 138 117 723 272 345 1140 67 97 1244 38 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 50 230 35 29 181 68 86 285 17 24 311 10 Total Analysis Volume [veh/h] 201 1 918 1 138 117 723 272 345 1140 67 97 1244 38 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.12 1 0.31 1 0.31 1 0.07 1 0.21 1 0.17 1 0.10 1 0.24 1 0.24 1 0.03 1 0.25 1 0.25 Intersection LOS C Intersection V/C 0.793 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 20: Main St / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.752 Intersection Setup Name Main St Main St 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration #1#111r #1#11F #1#111F #1#111F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St 17th St 17th St Base Volume Input [veh/h] 170 1095 114 208 847 142 220 1258 70 173 1070 50 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 170 1095 114 208 847 142 220 1258 70 173 1070 50 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 43 274 29 52 212 36 55 315 18 43 268 13 Total Analysis Volume [veh/h] 170 1 1095 1 114 208 847 142 220 1258 70 173 1070 50 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 1 0.32 1 0.07 1 0.06 1 0.29 1 0.29 1 0.06 1 0.26 1 0.26 1 0.05 1 0.22 1 0.22 Intersection LOS C Intersection V/C 0.752 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 21: Newlntersection Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.687 Intersection Setup Name La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration A r I F A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100,00T00.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100T Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name La Veta Ave La Veta Ave Base Volume Input [veh/h] 413 0 374 51 0 46 37 584 308 173 480 25 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 r 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 413 0 374 51 0 46 37 584 308 173 480 25 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 103 0 94 13 0 12 9 146 77 43 120 6 Total Analysis Volume [veh/h] 413 1 0 1 374 51 1 0 46 37 584 308 173 480 25 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Penn iss rmiss Permiss Permiss Parr Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 0 0 1 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I El Lead/Lag Lead - - Lead Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.24 1 0.00 1 0.22 1 0.03 1 0.00 1 0.03 1 0.02 1 0.26 1 0.26 1 0.10 1 0.15 1 0.15 Intersection LOS B Intersection V/C 0.687 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 22: Newlntersection Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.513 Intersection Setup Name Memory Ln Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration #111 #11 r A 1 r A F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Memory Ln Town and Country Town and Country Base Volume Input [veh/h] 52 346 3 12 201 276 293 5 15 13 91 45 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 52 346 3 12 201 276 293 5 15 13 91 45 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 13 87 1 3 50 69 73 1 4 3 23 11 Total Analysis Volume [veh/h] 52 1 346 1 3 12 201 276 293 5 15 13 91 45 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 10 0 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal group 0 2 6 'l 8 0 4 Auxiliary Signal Groups Lead / Lag - - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.20 1 0.00 1 0.01 1 0.12 1 0.16 1 0.17 1 0.00 1 0.01 1 0.01 1 0.08 1 0.08 Intersection LOS A Intersection V/C 0.513 Scenario 1: 1 EX PM Santa Ana Main Place Kimley-Horn 12/6/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): 24.2 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.668 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 394 126 683 479 478 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 394 126 683 479 478 Peak Hour Factor 0.9100 0.9100 0.9100 0.9100 0.9100 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 108 35 188 132 131 Total Analysis Volume [veh/h] 433 138 751 526 525 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ 0 n 0 _ Local Bus Stopping Rate [/h] 0 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permissive Permissive Permissive P_ Protected Permissive Signal group 5 0 8 7 4 Auxiliary Signal Groups Lead/Lag Lead - Lead Minimum Green [s] 5 5 5 5 Maximum Green [s] 30 30 30 30 Amber [s] 3.0 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 1.0 Split [s] 19 22 39 61 Vehicle Extension [s] 3.0 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 2.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] C 3.0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L R C L C C, Cycle Length [s] 80 80 80 80 80 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 1 0. L. 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 15 15 18 35 57 g / C, Green / Cycle 0.19 0.19 0.23 0.44 0.71 (v / s)_i Volume / Saturation Flow Rate 0.13 0.09 0.15 0.30 0.10 s, saturation flow rate [veh/h] 3459 1589 5094 1781 5094 c, Capacity [veh/h] 648 298 1146 779 3629 d1, Uniform Delay [s] 30.19 28.92 28.18 17.96 3.69 k, delay calibration 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 5.38 5.10 2.93 4.65 0.08 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.67 0.46 0.66 0.68 0.14 d, Delay for Lane Group [sNeh] 35.57 34.02 31.11 22.61 3.77 Lane Group LOS D C C C A Critical Lane Group Yes No Yes Yes No 50th-Percentile Queue Length [vehAn] 4.24 2.71 4.52 8.18 0.71 50th-Percentile Queue Length [ftAn] 105.99 67.87 113.02 204.62 17.80 95th-Percentile Queue Length [vehAn] 7.62 4.89 8.01 12.88 1.28 95th-Percentile Queue Length [ftAn] 19741 12717 200.20 321.92 32.04 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad Fifth =® MoRement Approach Intersection VIC 0 (AS Other Cases SLOW Crosswalk Funeral Wiped 000 000 000 a A Saturation Flow Rate ofthe bicycle Ian CROP CROP CROP Sequence ®®®®sssssssssssse ®esesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): 82.9 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 0.946 Intersection Setup Name Lawson Way Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [it] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 C 0 0 Pocket Length [it] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No No Crosswalk Yes Yes Yes No Volumes Name Lawson Way Town and Country Town and Country Base Volume Input [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Peak Hour Factor 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 52 128 22 46 27 111 168 22 11 7 48 116 Total Analysis Volume [veh/h] 207 511 88 184 108 443 672 88 46 28 190 464 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 0 0 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 0 1 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 1 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 1 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 90 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group J 2 0 6 J 3 8 0 7 4 Auxiliary Signal Groups Lead/Lag - Lead Lead - Minimum Green [s] ] 5 5 J 5 5 5 5 Maximum Green [s] ] 30 0 30 J 30 30 0 30 30 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 Split [s] 0 17 0 0 19 0 20 44 0 10 34 Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 5 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 10 _ Rest In Walk No No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 12, Clearance Lost Time [s] "" 2.0 0.0 0.0 2.0 "" 2.0 2.0 0.0 2.0 2.0 Minimum Recall No No No No No No Maximum Recall No No No No No No Pedestrian Recall No No No No No No Detector Location [ft] 0.0 0.0 0.0 u.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u.c Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C C L C R L C R L C R C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 13 13 13 15 15 15 16 40 40 6 30 30 g / C, Green / Cycle 0.14 0.14 0.14 0.17 0.17 0.17 0.18 0.44 0.44 0.07 0.33 0.33 (v / s)_i Volume / Saturation Flow Rate 0.12 0.16 0.16 0.10 0.17 0.17 0.19 0.05 0.03 0.02 0.05 0.29 s, saturation flow rate [veh/h] 1781 1870 1776 1781 1686 1589 3459 1870 1589 1781 3560 1589 c, Capacity[veh/h] 257 270 256 297 281 265 615 831 706 119 1187 530 d1, Uniform Delay [s] 37.27 38.50 38.50 34.85 37.50 37.50 37.00 14.57 14.30 39.83 21.13 28.25 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 22.87 96.75 98.71 9.38 54.27 59.57 64.24 0.26 0.18 4.62 0.29 18.09 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1 1.00 1 1.00 1 1.00 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 Lane Group Results X, volume / capacity 0.80 1.14 1.14 0.62 1.00 1.02 1.09 0.11 0.07 0.24 0.16 0.88 d, Delay for Lane Group [sNeh] 60.14 135.25 137.21 44.23 91.77 97.07 101.24 14.83 14.48 44.44 21.42 46.34 Lane Group LOS E F F D F F F B B D C D Critical Lane Group No No Yes No No Yes Yes No No No No Yes 50th-Percentile Queue Length [vehAn] 5.97 13.10 12.58 4.46 10.29 10.09 12.09 1.08 0.56 0.73 1.43 11.69 50th-Percentile Queue Length [ftAn] 149.22 327.54 314.48 111.41 257.28 252.24 302.32 26.89 13.90 18.35 35.77 292.36 95th-Percentile Queue Length [vehAn] 9.98 20.16 19.48 7.92 15.57 15.42 18.58 1.94 1.00 1.32 2.58 17.30 95th-Percentile Queue Length [ftAn] 249.39 503.90 487.03 197.96 389.26 385.53 464.49 48.39 25.03 33.03 64.38 432.56 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad th =® MoRement Approach A A Approach Delay CASH 116 67 Ail Dead 3932 Intersection VIC 0 Ate Other Cases Sequence ®ee®®ssssssssssse ®eesessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): 5.4 Analysis Method: HCM 6th Edition Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.287 Intersection Setup Name Broadway Broadway 1-5 NB Off -Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Off -Ramps Base Volume Input [veh/h] 789 0 568 75 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 789 568 75 Peak Hour Factor 0.9400 0.9400 0.9400 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 210 151 20 Total Analysis Volume [veh/h] 839 604 80 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ Local Bus Stopping Rate [/h] u u 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 8.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 5 5 Maximum Green [s] 30 30 30 Amber [s] 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 Split [s] 81 81 19 Vehicle Extension [s] 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 Minimum Recall No No No Maximum Recall No No No Pedestrian Recall No No No Detector Location [ft] C 0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C R C, Cycle Length [s] 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 77 77 15 g / C, Green / Cycle 0.77 0.77 0.15 (v / s)_i Volume / Saturation Flow Rate 0.24 0.17 0.03 s, saturation flow rate [veh/h] 3560 3560 2813 c, Capacity [veh/h] 2742 2742 422 d1, Uniform Delay [s] 3.46 3.19 37.18 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 0.29 0.19 0.99 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.31 0.22 0.19 d, Delay for Lane Group [sNeh] 3.75 3.37 38.18 Lane Group LOS A A D Critical Lane Group Yes No Yes 50th-Percentile Queue Length [vehAn] 2.03 1.35 0.91 50th-Percentile Queue Length [ftAn] 50.84 33.63 22.79 95th-Percentile Queue Length [vehAn] 3.66 2.42 1.64 95th-Percentile Queue Length [ftAn] 91.51 60.54 41.02 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad Fifth =® MoRement Approach Other Cases SLOW Crosswalk Funeral Wiped 000 000 000 a A Saturation Flow Rate ofthe bicycle Ian CROP CROP CROP Sequence ®®essssssssssssse ®eessssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): 32.8 Analysis Method: HCM 2000 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.607 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 256 654 0 85 112 0 1218 120 31 0 5 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 ( l 0 0 0 0 Total Hourly Volume [veh/h] 256 654 85 112 l 1218 120 31 ( 5 65 Peak Hour Factor 0.9600 0.9600 1.000u 0.9600 0.9600 1.0000 0.9600 0.9600 0.9600 1.0( 0.9600 0.9600 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 67 170 r 22 29 'l 317 31 8 ( 1 17 Total Analysis Volume [veh/h] 267 681 89 117 1269 125 32 5 68 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 n 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 2 o 0 1 0 6 f 0 8 Auxiliary Signal Groups Lead/Lag Lead - Lead - Minimum Green [s] 5 5 5 l 5 5 Maximum Green [s] 30 30 0 30 J 30 30 Amber [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 1.0 Split [s] 18 51 0 0 16 0 49 0 0 21 Vehicle Extension [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 3.0 Walk [s] 0 5 0 0 0 0 5 0 _ 0 5 Pedestrian Clearance [s] 0 10 0 0 0 0 10 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No I No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C L C R C R C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 1. '.00 0.00 0.00 0.01 2.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 14 47 12 45 45 17 17 g / C, Green / Cycle 0.13 0.43 0.11 0.41 1 0.41 0.15 0.15 (v / s)_i Volume / Saturation Flow Rate 0.08 0.15 0.07 0.25 0.08 0.03 0.04 Total Saturation Flow Adjustment 0.90 0.87 0.93 0.89 0.83 0.71 0.83 s, saturation flow rate [veh/h] 3437 4986 1770 5074 1583 1341 1583 c, Capacity [veh/h] 437 2130 193 2076 648 207 245 d1, Uniform Delay [s] 45.42 21.34 46.75 25.61 20.85 40.43 41.08 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 6.23 0.48 13.34 1.35 0.66 1.88 2.81 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.61 0.36 0.61 0.61 0.19 0.18 0.28 d, Delay for Lane Group [sNeh] 51.65 21.81 60.09 26.96 21.51 42.31 43.88 Lane Group LOS D C E C C D D Critical Lane Group Yes No No Yes No No No 50th-Percentile Queue Length [vehAn] 4.66 6.47 4.01 12.85 2.68 1.08 2.02 50th-Percentile Queue Length [ftAn] 116.45 161.76 100.30 321.34 67.04 26.94 50.57 95th-Percentile Queue Length [vehAn] 9.29 12.13 8.22 21.55 5.86 2.59 4.59 95th-Percentile Queue Length [ftAn] 232.20 303.16 205.44 538.72 146.47 64.81 114.65 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 51.65 21.81 0.00 21.81 60.09 0.00 26.96 21.51 42.31 0.00 42.31 43.88 Movement LOS D C C E C I C D I D I D d_A, Approach Delay [s/veh] 29.49 29.08 43.33 Approach LOS C C D d_I, Intersection Delay [s/veh] 32.82 Intersection LOS C Intersection V/C 0.607 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 94 0 29 70 0 0 253 13 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 Total Hourly Volume [veh/h] 94 29 70 253 13 Peak Hour Factor 0.9600 0.9600 0.9600 1.0000 1.000U 0.9600 0.9600 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 8 18 0 66 3 Total Analysis Volume [veh/h] 98 30 73 0 264 14 Presence of On -Street Parking No No No No On -Street Parking Maneuver Rate [/h] 0 0 I 0 Local Bus Stopping Rate [/h] 0 0 0 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Permissive Permissive Permissive Split Split Split Signal group 4 0 9 Auxiliary Signal Groups Lead / Lag - Minimum Green [s] 5 5 Maximum Green [s] 30 30 Amber [s] 3.0 3.0 All red [s] 1.0 1.0 Split [s] 21 22 Vehicle Extension [s] 3.0 0.0 3.0 Walk [s] 5 n 0 5 Pedestrian Clearance [s] 10 0 10 11, Start -Up Lost Time [s] 2.0 0.0 2.0 12, Clearance Lost Time [s] 2.0 0.0 2.0 Minimum Recall No No Maximum Recall No No Pedestrian Recall No No Detector Location [ft] O.0 0.0 0.0 Detector Length [ft] O.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C R R C, Cycle Length [s] 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 2.00 0.1 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 17 17 18 g / C, Green / Cycle 0.15 0.15 0.16 (v / s)_i Volume / Saturation Flow Rate 0.09 0.05 0.10 Total Saturation Flow Adjustment 0.74 0.83 0.74 s, saturation flow rate [veh/h] 1398 1583 2803 c, Capacity [veh/h] 216 245 459 d1, Uniform Delay [s] 43.27 41.21 42.71 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 11.39 3.10 5.85 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.59 0.30 0.61 d, Delay for Lane Group [sNeh] 54.66 44.31 48.56 Lane Group LOS D D D Critical Lane Group Yes No Yes 50th-Percentile Queue Length [vehAn] 4.26 2.18 5.20 50th-Percentile Queue Length [ftAn] 106.46 54.59 129.97 95th-Percentile Queue Length [vehAn] 8.63 4.90 10.16 95th-Percentile Queue Length [ftAn] 21776 122.62 253.90 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.Aad you =® MoRement Approach Sequence ii®®®®®ssssssssssse ii®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 N13 Ramps Control Type: Signalized Delay (sec /veh): 37.8 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.994 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes No No Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 9 0 828 883 134 1215 0 61 201 0 505 157 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 _1 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 J 0 0 0 0 Total Hourly Volume [veh/h] 9 0 828 883 134 1215 0 61 201 ( 505 157 Peak Hour Factor 0.9300 1.0000 0.9300 0.9300 0.9300 0.9300 1.0000 0.9300 0.9300 1.0( 0.9300 0.9300 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 0 223 237 36 327 0 16 54 ( 136 42 Total Analysis Volume [veh/h] 10 0 890 949 144 1306 66 216 543 169 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 l 0 0 l 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 0 2 0 1 6 0 f 0 8 Auxiliary Signal Groups Lead/Lag Lead Lead - - Minimum Green [s] 5 5 5 5 0 5 Maximum Green [s] 30 30 0 30 30 0 30 0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 0.0 1.0 Split [s] 9 73 0 9 49 0 0 0 28 0 Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 0.0 3.0 Walk [s] 0 0 5 0 0 5 0 0 _ 0 5 Pedestrian Clearance [s] 0 0 10 0 10 0 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C R L C L C C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U.w 0.00 0.00 _U L. 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 69 69 5 45 24 24 g / C, Green / Cycle 0.05 0.63 0.63 0.05 0.41 0.22 0.22 (v / s)_i Volume / Saturation Flow Rate 0.00 0.18 0.60 0.04 0.27 0.12 0.21 Total Saturation Flow Adjustment 0.90 0.89 0.83 0.90 0.88 0.93 0.90 s, saturation flow rate [veh/h] 3437 5074 1583 3437 5038 1770 3420 c, Capacity [veh/h] 156 3183 993 156 2061 386 746 d1, Uniform Delay [s] 50.26 9.27 19.07 52.31 26.39 38.29 42.46 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 0.79 0.22 19.65 53.76 1.72 5.75 23.47 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.06 0.28 0.96 0.92 0.67 0.56 0.95 d, Delay for Lane Group [stveh] 51.05 9.49 38.72 106.06 28.11 44.05 65.92 Lane Group LOS D A D F C D E Critical Lane Group No No Yes Yes No No Yes 50th-Percentile Queue Length [vehAn] 0.17 5.08 36.98 3.36 14.52 6.70 15.92 50th-Percentile Queue Length [ftAn] 4.15 126.96 924.39 84.04 363.05 167.57 397.88 95th-Percentile Queue Length [vehAn] 0.43 9.96 59.18 7.09 24.03 12.48 26.12 95th-Percentile Queue Length [ftAn] 10.65 249.12 1479.60 177.37 600.77 311.96 653.11 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 51.05 i.00 9.49 38.72 106.06 28.11 0.00 28.11 44.05 0.00 65.92 65.92 Movement LOS D A D F C I IC D I E I E d_A, Approach Delay [s/veh] 24.71 35.52 60.83 Approach LOS C D E d_I, Intersection Delay [s/veh] 37.83 Intersection LOS D Intersection V/C 0.994 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Setup Name Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes No Volumes Name Base Volume Input [veh/h] 0 0 0 353 15 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 Total Hourly Volume [veh/h] 353 15 Peak Hour Factor J 1.000U 0.9300 0.9300 Other Adjustment Factor JO 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 95 4 Total Analysis Volume [veh/h] 380 16 Presence of On -Street Parking No No On -Street Parking Maneuver Rate [/h] u I Local Bus Stopping Rate [/h] I 0 Pedestrian Volume [ped/h] 0 Bicycle Volume [bicycles/h] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type •I Split Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 24 Vehicle Extension [s] 0.0 3.0 Walk [s] n 0 5 Pedestrian Clearance [s] 0 10 11, Start -Up Lost Time [s] 0.0 2.0 12, Clearance Lost Time [s] 0.0 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 1, Upstream Filtering Factor ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group R C, Cycle Length [s] 110 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 20 g / C, Green / Cycle 0.18 (v / s)_i Volume / Saturation Flow Rate 0.14 Total Saturation Flow Adjustment 0.74 s, saturation flow rate [veh/h] 2803 c, Capacity [veh/h] 510 d1, Uniform Delay [s] 42.88 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 11.09 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.78 d, Delay for Lane Group [sNeh] 53.97 Lane Group LOS D Critical Lane Group No 50th-Percentile Queue Length [vehAn] 8.11 50th-Percentile Queue Length [ftAn] 202.81 95th-Percentile Queue Length [vehAn] 14.58 95th-Percentile Queue Length [ftAn] 364.53 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.Aad you =® MoRement Approach Sequence ii®®®®®ssssssssssse ii®ssesssssssssssse EA Mal EA =;m I Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): 28.7 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.788 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.uu- Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 ]0 1.00 1.00 1.00 1.e. )0 1.00 In -Process Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 - Site -Generated Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 u Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 1 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Right -Turn on Red Volume [veh/h] 0 0 0 0 C l 0 0 C 1 0 Total Hourly Volume [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 0 Peak Hour Factor 1.0000 0.9500 0.9500 0.9500 0.9500 1.0000 0.9500 0.9500 0.9500 1.0000 1.0000 1.00r Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 373 7 161 296 0 84 38 18 0 0 Total Analysis Volume [veh/h] 0 1492 27 643 1184 0 335 154 72 C 1 0 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 1 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 J Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 r 1 6 0 0 8 0 0 0 Auxiliary Signal Groups Lead/Lag - Lead - - Minimum Green [s] ] 5 5 5 l 0 5 1 0 Maximum Green [s] ] 30 30 30 l 0 30 1 0 Amber [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 u.0 u.0 0.0 0.0 All red [s] 0.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 Split [s] 0 40 0 32 72 0 0 28 0 0 0 0 Vehicle Extension [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 Walk [s] 0 5 0 _ 5 0 0 5 0 0 0 0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 Rest In Walk No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 12, Clearance Lost Time [s] "" 2.0 0.0 2.0 2.0 "" "" 2.0 0.0 0.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ^' I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C L C C C C, Cycle Length [s] 100 100 100 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U. _ 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 36 36 28 68 24 24 g / C, Green / Cycle 0.36 0.36 0.28 0.68 0.24 0.24 (v / s)_i Volume / Saturation Flow Rate 0.28 0.27 0.22 0.23 0.19 0.14 s, saturation flow rate [veh/h] 3560 1853 2912 5094 1781 1611 c, Capacity [veh/h] 1282 667 815 3464 427 387 d1, Uniform Delay [s] 28.62 28.18 33.26 6.67 35.57 33.59 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 5.02 7.93 7.62 0.27 13.41 6.33 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.79 0.76 0.79 0.34 0.78 0.58 d, Delay for Lane Group [sNeh] 33.64 36.11 40.88 6.94 48.99 39.93 Lane Group LOS C D D A D D Critical Lane Group Yes No Yes No Yes No 50th-Percentile Queue Length [vehAn] 11.43 11.85 7.92 3.17 9.11 5.47 50th-Percentile Queue Length [ftAn] 285.80 296.16 198.12 79.35 227.84 136.79 95th-Percentile Queue Length [vehAn] 16.98 17.49 12.54 5.71 14.06 9.31 95th-Percentile Queue Length [ftAn] 424.42 437.28 313.53 142.83 351.61 232.70 Scenario 12: 12 HCM - EX PM Santa Ana Main Place Kimley-Horn 11/8/2018 oa.a.ad th =® MoRement Approach A A Approach Delay CASH Colors 182g 45v4 0. Intersection VIC 0 AS Other Cases nVialk mi Effectiontak Time Is] an an an an Sequence ®s®®sssssssssssse ®seesssssssssssse OFF your, AM Mine ARM 11CC2018 APPENDIX B-2 INTERSECTION ANALYSIS WORKSHEETS - EXISTING PLUS PROJECT Generated with LIM�, Version 6.00-00 Santa Ana MainPlace Vistro File: K:\...\Sta Ana Main Place_AM.vistro Scenario 3 EX+ PROP AM Report File: K:\...\3 - EX+ PROP AM.pdf 12/12/2018 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Main St / Chapman Ave Signalized ICU 1 SB Thru 0.811 - D 2 Bedford Rd / La Veta Ave Signalized ICU 1 EB Thru 0.698 - B 3 Main St / La Veta Ave Signalized ICU 1 SB Thru 0.635 - B 4 La Veta Ave / SR-22 WB Signalized ICU 1 NB Left 0.596 - A Ramps 5 Bedford Rd / MainPlace Dr All -way stop HCM 2010 SB Right 0.584 12.8 B 6 Main St / MainPlace Dr_Town Signalized ICU 1 SB Thru 0.565 - A and Country 7 Town and Country / SR-22 EB Signalized ICU 1 SB Thru 0.584 - A Ramps 8 Main St / Mall Entrance —City Signalized ICU 1 SB Thru 0.481 - A Place Dr 9 Broadway / MainPlace Dr Signalized ICU 1 NB Right 0.576 - A 10 Main St / MainPlace Signalized ICU 1 SB Thru 0.540 - A Dr Memory Ln 11 Lawson Way / Memory Ln Signalized ICU 1 SB Right 0.310 - A 12 Broadway / 1-5 NB Off Ramps Signalized ICU 1 SB Thru 0.333 - A 13 Main St / Edgewood Rd 1-5 Signalized ICU 1 SB Thru 0.669 B HOV Ramps 14 Broadway / 1-5 SB Off Ramp Two-way stop HCM 6th Edition EB Right 1.433 223.8 F 15 Broadway / Santa Clara Ave Signalized ICU 1 SB Thru 0.906 - E 16 Main St / Santa Clara Ave-1-5 Signalized ICU 1 NB Right 0.855 - D NB Ramps 17 Broadway / Buffalo Ave Signalized ICU 1 SB Thru 0.518 - A 18 Main St /Buffalo Ave 1-5 SB Signalized ICU 1 SB Thru 0.611 - B Ramps 19 Broadway / 17th St Signalized ICU 1 SB Thru 0.779 - C 20 Main St / 17th St Signalized ICU 1 SB Thru 0.813 - D 21 Parker St / La Veta Ave Signalized ICU 1 EB Thru 0.596 - A 22 Parker St / Town and Country Signalized ICU 1 SB Thru 0.423 - A 2046 New Intersection I Unknown ? ? ? ? V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For Scenario 3: 3 EX+ PROP AM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 1: Main St / Chapman Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.811 Intersection Setup Name Main St Main St Chapman Ave Chapman Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 #1 11 r #1 11 r #1 11 r #1 11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Chapman Ave Chapman Ave Base Volume Input [veh/h] 196 463 108 102 855 142 143 566 371 235 429 72 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 28 52 44 0 77 0 0 0 44 66 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 224 515 152 102 932 142 143 566 415 301 429 72 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 56 129 38 26 233 36 36 142 104 75 107 18 Total Analysis Volume [veh/h] 224 1 515 1 152 102 932 142 143 566 415 301 429 72 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 8 1 7 1 4 14 Auxiliary Signal Groups 2 8 4 Lead/Lag Lead I -I ILead I - I Lead I I - I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.07 1 0.15 1 0.09 1 0.06 1 0.27 1 0.08 1 0.08 1 0.17 1 0.24 1 0.18 1 0.13 1 0.04 Intersection LOS D Intersection V/C 0.811 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2: Bedford Rd / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.698 Intersection Setup Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration i r r r IF A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 i2.0, 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Base Volume Input [veh/h] 26 0 40 0 0 11 0 1035 301 194 322 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.^^ ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 23 0 110 0 0 40 80 94 0 0 Diverted Trips [veh/h] 0 0 0 n 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 49 0 150 11 0 1075 381 288 322 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 12 0 38 0 0 3 0 269 95 72 81 1 Total Analysis Volume [veh/h] 49 1 0 1 150 0 0 11 0 1075 381 288 322 2 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss 'ermiss Permiss Pennis=_ Permiss Permiss Permiss Permiss Protecte Permiss Permiss Signal group 5 6 8 7 4 0 Auxiliary Signal Groups Lead/Lag Lead Lead - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.0( 1 0.04 1 00 1 0.00 1 0.01 1 0.0( 1 0.43 1 0.43 1 0.17 1 0.10 1 0.10 Intersection LOS B Intersection V/C 0.698 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 3: Main St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.635 Intersection Setup Name Main St Main St La Veta Ave La Veta Ave Approach Northbound Southbo1unndd Eastbound Westbound Lane Configuration 1�llir 41#111 11 #1#11111 1y #1#1111 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St La Veta Ave La Veta Ave Base Volume Input [veh/h] 97 636 285 171 976 204 339 510 222 315 314 221 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 114 91 0 174 57 38 72 40 73 37 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 97 750 376 171 1150 261 377 582 262 388 351 221 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 188 94 43 288 65 94 146 66 97 88 55 Total Analysis Volume [veh/h] 97 1 750 1 376 171 1150 261 377 582 262 388 351 221 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 1 7 1 4 14 Auxiliary Signal Groups 2 4 Lead/Lag Lead I- - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.15 1 0.22 1 0.05 1 0.28 1 0.28 1 0.11 1 0.17 1 0.17 1 0.11 1 0.10 1 0.13 Intersection LOS B Intersection V/C 0.635 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.596 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 873 459 367 301 429 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 87 0 17 0 24 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 960 459 384 301 453 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 240 115 96 75 113 Total Analysis Volume [veh/h] 960 459 384 301 453 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Protected Permissive Signal group 5 8 7 4 Auxiliary Signal Groups Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.28 0.27 0.08 0.18 0.09 Intersection LOS A Intersection V/C 0.596 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 5: Bedford Rd / Main Place Or Control Type: All -way stop Delay (sec /veh): 12.8 Analysis Method: HCM 2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.584 Intersection Setup Name Bedford Rd Bedford Rd Main Place Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 1 -1'-- A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 I 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd Main Place Dr Base Volume Input [veh/h] 0 2 1 140 13 220 89 17 2 3 30 73 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 67 0 4 104 67 58 0 0 0 0 7 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 0 69 1 144 117 287 147 17 2 3 30 80 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 17 0 36 29 72 37 4 1 1 8 20 Total Analysis Volume [veh/h] 0 69 1 144 117 287 147 17 2 3 30 80 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Lanes Capacity per Entry Lane [veh/h] 544 609 581 692 503 541 607 489 1 525 1 587 Degree of Utilization, x 0.13 0.00 0.25 0.58 0.29 0.03 0.00 0.01 0.06 0.14 Movement, Approach, & Intersection Results 95th-Percentile Queue Length [veh] 0.43 0.00 0.97 3.81 1.21 0.10 0.01 0.02 0.18 0.47 95th-Percentile Queue Length [ft] 10.81 0.12 24.30 95.29 30.14 1 2.43 1 0.25 0.46 1 4.53 1 11.75 Approach Delay [stveh] 10.25 13.90 12.40 9.85 Approach LOS B B B A Intersection Delay [s/veh] 12.83 Intersection LOS B Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 6: Main St / Main Place Dr -Tom and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.565 Intersection Setup Name Main St Main St Main Place Dr Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration 1411111- #1#1111r #111r #111rr Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [it] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [it] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Main Place Dr Town and Country Base Volume Input [veh/h] 35 762 125 238 1178 40 18 56 72 254 55 448 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 111 92 7 0 129 158 114 30 66 6 74 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 146 854 132 238 1307 198 132 86 138 260 129 448 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 37 214 33 60 327 50 33 22 35 65 32 112 Total Analysis Volume [veh/h] 146 1 854 1 132 238 1307 198 132 86 138 260 129 448 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Overlap Split I Split I Split I Split I Split I Split Signal group 5 2 0 1 1 6 1 6 1 1 8 1 0 1 0 1 4 Auxiliary Signal Groups 1 1 6 Lead/Lag Lead - - Lead I - I- - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.17 1 0.08 1 0.07 1 0.26 1 0.12 1 0.04 1 0.04 1 0.08 1 0.08 1 0.08 1 0.13 Intersection LOS A Intersection V/C 0.565 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.584 Intersection Setup Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes No Volumes Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Base Volume Input [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 24 0 0 52 80 36 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 29 156 24 316 376 722 285 89 99 62 65 110 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 7 39 6 79 94 181 71 22 25 16 16 28 Total Analysis Volume [veh/h] 29 1 156 1 24 316 376 722 285 89 99 62 65 110 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group 2 6 3 8 7 4 0 Auxiliary Signal Groups Lead/Lag - - Lead Lead - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.05 1 0.05 1 0.19 1 0.32 1 0.32 1 0.08 1 0.05 1 0.06 1 0.04 1 0.02 1 0.07 Intersection LOS A Intersection V/C 0.584 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 8: Main St / Mall Entrance -City Place Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.481 Intersection Setup Name Main St Main St Mall Entrance City Place Dr Approach Northbound Southlbouuunrd Eastb}ound Westbound Lane Configuration 1#11 1 1 1 1 1 1 1 #11ou #11ou Turning Movement Left Thru Right Left Thru Right Left Thru I Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100 od 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Mall Entrance City Place Dr Base Volume Input [veh/h] 2 867 48 39 1456 3 0 0 3 15 0 58 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 97 163 3 7 107 61 48 13 56 5 21 7 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 99 1030 51 46 1563 64 48 13 59 20 21 65 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 25 258 13 12 391 16 12 3 15 5 5 16 Total Analysis Volume [veh/h] 99 1 1030 1 51 46 1563 64 48 13 59 20 21 65 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I I I El Lead/Lag Lead - Lead I - I I Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.16 1 0.16 1 0.03 1 0.32 1 0.32 1 0.03 1 0.04 1 0.04 1 0.01 1 0.05 1 0.05 Intersection LOS A Intersection V/C 0.481 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 9: Broadway / MainPlace Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.576 Intersection Setup Name Broadway Broadway MainPlace Dr MainPlace Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 11 r A l A 1 I r A1 A11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway MainPlace Dr MainPlace Dr Base Volume Input [veh/h] 100 69 333 19 56 3 1 13 178 465 7 16 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 89 108 0 65 58 0 0 70 34 0 75 61 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 189 177 333 84 114 3 1 83 212 465 82 77 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 47 44 83 21 29 1 0 21 53 116 21 19 Total Analysis Volume [veh/h] 189 1 177 1 333 84 114 3 1 83 212 465 82 77 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 2 1 6 'l 3 8 7 4 Auxiliary Signal Groups 2 1 El Lead/Lag Lead ILead - Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.11 1 0.05 1 0.20 1 0.05 1 0.03 1 0.03 1 0.00 1 0.02 1 0.13 1 0.14 1 0.05 1 0.05 Intersection LOS A Intersection V/C 0.576 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 10: Main St / MainPlace Dr -Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.540 Intersection Setup Name Main St Main St MainPlace Dr Memory Ln Approach Northbound Southbounn*d Eastbound Westbound Lane Configuration A A 1 1 F 1 1Thru 41#1 1 1 1 1 1Thru 1 #1#1 1 1 1 1 1Thru 1 #1#1 1 11 1 1Thru Turning Movement Left Right Left Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St MainPlace Dr Memory Ln Base Volume Input [veh/h] 22 731 246 25 1218 267 131 188 27 199 211 11 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 60 210 0 0 166 16 53 30 52 0 61 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 82 941 246 25 1384 283 184 218 79 199 272 11 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 21 235 62 6 346 71 46 55 20 50 68 3 Total Analysis Volume [veh/h] 82 1 941 1 246 25 1384 283 184 218 79 199 272 11 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.23 1 0.23 1 0.01 1 0.33 1 0.33 1 0.05 1 0.06 1 0.06 1 0.06 1 0.08 1 0.01 Intersection LOS A Intersection V/C 0.540 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 11: Lawson Way / Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.310 Intersection Setup Name Lawson Way Lawson Way Memory Ln Approach Northbound Southbound Eastbound Westbound Lane Configuration A F A 1 r A A 1 1 r 1 1Thru A 1 1 F 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Thru1 Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Lawson Way Lawson Way Memory Ln Base Volume Input [veh/h] 0 1 1 18 1 155 209 250 2 0 315 6 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 52 24 6 0 0 9 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 0 1 1 18 1 207 233 256 2 0 324 6 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 0 5 0 52 58 64 1 0 81 2 Total Analysis Volume [veh/h] 0 1 1 1 18 1 207 233 256 2 0 324 6 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Permiss Permiss Permiss Permiss Permiss Permiss Signal group 2 6 8 0 4 Auxiliary Signal Groups Lead / Lag - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.00 1 0.00 1 0.01 1 0.00 1 0.12 1 0.07 1 0.08 1 0.00 1 0.00 1 0.06 1 0.06 Intersection LOS A Intersection V/C 0.310 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.333 Intersection Setup Name Broadway Broadway 1-5 NB Oft Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Oft Ramps Base Volume Input [veh/h] 442 702 ' 112 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 140 93 56 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 582 795 168 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 146 199 42 Total Analysis Volume [veh/h] 582 795 168 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.17 0.23 0.05 Intersection LOS A Intersection V/C 0.333 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.669 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 172 0 28 l 189 1 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Total Hourly Volume [veh/h] 54 570 0 107 97 0 1469 31 9 0 4 80 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 14 143 0 27 24 0 367 8 2 0 1 20 Total Analysis Volume [veh/h] 54 570 0 107 97 0 1469 31 9 0 4 80 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 0 1 1 1 0 1 6 1 f 8 Auxiliary Signal Groups Lead/Lag Lead I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.13 1 0.00 1 0.13 1 0.06 1 0.00 1 0.29 1 0.02 1 0.01 1 0.00 1 0.01 1 0.05 Intersection LOS B Intersection V/C 0.669 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 98 0 12 106 u 0 631 15 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 44 55 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 98 12 150 U 0 686 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 25 3 38 0 0 172 4 Total Analysis Volume [veh/h] 98 12 150 0 0 686 15 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permis� Permissive Permissive S Split Split Signal group 0 4 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 0.06 0.09 0.21 0.21 Intersection LOS B Intersection V/C 0.669 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 14: Broadway / 1-5 SB Off Ramp Control Type: Two-way stop Delay (sec /veh): 223.8 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.433 Intersection Setup Name Broadway Broadway 1-5 SB Oft Ramp Approach Northbound Southbound Eastbound Lane Configuration 11 I I 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] ,,,,,.,,,, 100. 10.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 SB Oft Ramp Base Volume Input [veh/h] 458 704 ' 817 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 140 93 44 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 598 797 861 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 150 199 215 Total Analysis Volume [veh/h] u 598 797 861 Pedestrian Volume [ped/h] 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] J 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.0 I.01 1.43 d_M, Delay for Movement[stveh] 0.0L I.00 223.78 Movement LOS A A F 95th-Percentile Queue Length [vehAn] 0.00 0.00 40.47 95th-Percentile Queue Length [ftAn] 0.00 0.00 1011.85 d_A, Approach Delay [s/veh] 0.00 0.00 223.78 Approach LOS A A F d_I, Intersection Delay [s/veh] 85.41 Intersection LOS F Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 15: Broadway / Santa Clara Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity (v/c): 0.906 Intersection Setup Name Broadway Broadway Santa Clara Ave Santa Clara Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration IF III T Ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00100 .00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Santa Clara Ave Santa Clara Ave Base Volume Input [veh/h] 0 312 359 51 1412 0 105 286 175 94 0 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Site -Generated Trips [veh/h] ] 101 0 47 90 l 29 16 0 0 I 11 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Total Hourly Volume [veh/h] 0 413 359 98 1502 0 134 302 175 94 0 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 103 90 25 376 0 34 76 44 24 0 4 Total Analysis Volume [veh/h] 'l 413 359 98 1502 0 134 302 175 94 0 15 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Split I Split I Split I Split Permiss Split Signal group 0 2 01 1 6 0 0 8 7 0 0 Auxiliary Signal Groups Lead/Lag I Lead - Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.23 1 0.23 1 0.06 1 0.44 1 0.00 1 0.08 1 0.36 1 0.36 1 0.06 1 0.00 1 0.01 Intersection LOS E Intersection V/C 0.906 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.855 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 11 0 406 719 58 1377 0 96 107 0 420 146 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 11 0 112 0 27 163 0 0 60 1 3 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 22 0 518 719 85 1540 0 96 167 0 421 149 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1 1.0000 Total 15-Minute Volume [veh/h] 6 0 130 180 21 385 0 24 42 0 105 1 37 Total Analysis Volume [veh/h] 22 1 0 1 518 1 719 85 1 1540 0 96 167 0 421 149 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 1 1 6 1 0 1 1 1 1 8 Auxiliary Signal Groups Lead/Lag Lead Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 1 0.00 1 0.10 1 0.45 1 0.03 1 0.32 1 0.00 1 0.32 1 0.10 1 0.00 1 0.17 1 0.17 Intersection LOS D Intersection V/C 0.855 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name 1-5 SB Off Ramps Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Right Right Left2 Left Right Right2 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes Yes Volumes Name 1-5 SB Off Ramps Base Volume Input [veh/h] U 0 0 515 35 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Total Hourly Volume [veh/h] U U 0 _ 515 35 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 1 129 9 Total Analysis Volume [veh/h] 0 515 35 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.16 0.16 Intersection LOS D Intersection V/C 0.855 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 17: Broadway / Buffalo Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.518 Intersection Setup Name Broadway Broadway Driveway Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 411 H 41 1 H T r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Driveway Buffalo Ave Base Volume Input [veh/h] 7 665 154 238 1477 8 2 3 2 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Site -Generated Trips [veh/h] 0 101 0 10 80 0 0 0 0 I - Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 7 766 154 248 1557 8 2 3 2 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 192 39 62 389 2 1 1 1 0 0 Total Analysis Volume [veh/h] 7 1 766 1 154 248 1557 8 2 3 2 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 5 2 1 1 6 1'l 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag Lead - Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.27 1 0.27 1 0.15 1 0.46 1 0.46 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 Intersection LOS A Intersection V/C 0.518 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.611 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 1 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 I 0 Site -Generated Trips [veh/h] ] 123 0 65 101 l 0 10 0 I - Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 0 1141 30 705 1498 0 114 219 44 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 285 8 176 375 0 29 55 11 0 0 Total Analysis Volume [veh/h] 'l 1141 1 30 705 1498 0 114 219 44 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 0 1 1 6 1 0 1 0 1 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag - - - Lead I I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.23 1 0.23 1 0.21 1 0.29 1 0.00 1 0.07 1 0.11 1 0.11 1 0.00 1 0.00 1 0.00 Intersection LOS B Intersection V/C 0.611 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 19: Broadway / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.779 Intersection Setup Name Broadway Broadway 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration � 1 H A 1, r A A 1 1 F 1 1Thru 1 A A 1 1 F 1 1Thru 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway 17th St 17th St Base Volume Input [veh/h] 132 639 142 172 1063 122 172 1080 74 295 1251 52 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 66 0 3 44 33 23 0 0 0 12 12 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 132 705 142 175 1107 155 195 1080 74 295 1263 64 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 33 176 36 44 277 39 49 270 19 74 316 16 Total Analysis Volume [veh/h] 132 1 705 1 142 175 1107 155 195 1080 74 295 1263 64 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 1 0.25 1 0.25 1 0.10 1 0.33 1 0.10 1 0.06 1 0.23 1 0.23 1 0.09 1 0.26 1 0.26 Intersection LOS C Intersection V/C 0.779 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 20: Main St / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.813 Intersection Setup Name Main St Main St 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration #1#111r #1#11F #1#111F #1#111F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St 17th St 17th St Base Volume Input [veh/h] 152 860 169 149 1105 96 131 1196 73 308 1315 31 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 66 0 29 44 12 0 3 0 0 12 34 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 152 926 169 178 1149 108 131 1199 73 308 1327 65 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 38 232 42 45 287 27 33 300 18 77 332 16 Total Analysis Volume [veh/h] 152 1 926 1 169 178 1149 108 131 1199 73 308 1327 65 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I I I El Lead/Lag Lead - Lead I - I I Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.27 1 0.11 1 0.05 1 0.37 1 0.37 1 0.04 1 0.25 1 0.25 1 0.09 1 0.27 1 0.27 Intersection LOS D Intersection V/C 0.813 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 21: Parker St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.596 Intersection Setup Name Parker St Parker St La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration A r -1 r A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100,00T00.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100T Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St La Veta Ave La Veta Ave Base Volume Input [veh/h] 155 0 172 60 0 42 30 309 476 280 429 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 6 0 0 0 17 0 9 24 0 Diverted Trips [veh/h] 0 0 0 0 r 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 155 0 178 60 0 42 30 326 476 289 453 33 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 39 0 45 15 0 11 8 82 119 72 113 8 Total Analysis Volume [veh/h] 155 1 0 1 178 60 1 0 42 30 326 476 289 453 33 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Penn iss Permiss Permiss Parr Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 1 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I El Lead/Lag Lead - Lead Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 1 0.00 1 0.10 1 0.04 1 0.00 1 0.02 1 0.02 1 0.24 1 0.24 1 0.17 1 0.14 1 0.14 Intersection LOS A Intersection V/C 0.596 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 22: Parker St / Town and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.423 Intersection Setup Name Parker St Parker St Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration #111 #11 r A 1 r A F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St Town and Country Town and Country Base Volume Input [veh/h] 34 162 24 30 391 231 173 138 42 4 13 14 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 6 0 0 9 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 34 168 24 30 400 231 173 138 42 4 13 14 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 9 42 6 8 100 58 43 35 11 1 3 4 Total Analysis Volume [veh/h] 34 1 168 1 24 30 400 231 173 138 42 4 13 14 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal group 0 2 6 'l 8 0 4 Auxiliary Signal Groups Lead / Lag - - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.10 1 0.01 1 0.02 1 0.24 1 0.14 1 0.10 1 0.08 1 0.02 1 0.00 1 0.02 1 0.02 Intersection LOS A Intersection V/C 0.423 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2046: New Intersection Control Type: Unknown Delay (sec /veh): ? Analysis Method: ? Level Of Service: ? Analysis Period: 15 minutes Volume to Capacity (v/c): ? Intersection Setup Name Parker St Approach Eastbound Westbound Northeastbound Southwestbound Lane Configuration d $ *1 r Turning Movement Left T1h_ru Right Left Thru Right Left Thru Right Left Thru Right Crosswalk Yes Yes Yes Yes Volumes Name Parker St Base Volume Input [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 6 0 0 9 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 0 0 0 0 0 0 0 6 0 0 9 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 0 2 0 0 2 0 Total Analysis Volume [veh/h] 0 0 0 0 0 0 0 6 0 0 9 0 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 l 0 D C 0 Local Bus Stopping Rate [/h] 0 n 0 1 - 0 0 0 C 1 0 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 3: 3 EX+ PROP AM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): 24.0 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.000 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration r Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 No. of Lanes in Pocket 0 0 Pocket Length [ft] 100.00 ,,,. ,.,,,, 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Curb Present No No Crosswalk Yes No Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 873 45 250 Base Volume Adjustment Factor 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 87 146 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 0 Total Hourly Volume [veh/h] 960 396 Peak Hour Factor 0.9400 0.9400 Other Adjustment Factor 1.0000 1.0000 Total 15-Minute Volume [veh/h] 255 105 Total Analysis Volume [veh/h] 1021 421 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] ' Local Bus Stopping Rate [/h] 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permissive nissive Permissive Signal group 5 0 Auxiliary Signal Groups Lead / Lag Lead Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 36 Vehicle Extension [s] 3.0 Walk [s] 5 Pedestrian Clearance [s] 10 Rest In Walk No 11, Start -Up Lost Time [s] 2.0 12, Clearance Lost Time [s] 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] C Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C, Cycle Length [s] 80 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 32 g / C, Green / Cycle 0.40 (v / s)_i Volume / Saturation Flow Rate 0.30 s, saturation flow rate [veh/h] 3459 c, Capacity [veh/h] 1383 d1, Uniform Delay [s] 20.43 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 3.56 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.74 d, Delay for Lane Group [sNeh] 23.99 Lane Group LOS C Critical Lane Group No 50th-Percentile Queue Length [vehAn] 8.25 50th-Percentile Queue Length [ftAn] 206.31 95th-Percentile Queue Length [vehAn] 12.96 95th-Percentile Queue Length [ftAn] 324.09 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad th =® MoRement Approach ALI Intersection D All CASH April Intersection VIC 0 POP Other Cases a A Saturation F low A ate of the bicycle Ian CROP CROP CROP Sequence ®®sesssssssssssse ®esesssssssssssse ®esesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): 47.7 Analysis Method: HCM 6th Edition Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.624 Intersection Setup Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 C 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No No Crosswalk Yes Yes Yes No Volumes Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Base Volume Input [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 24 0 0 52 80 36 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 29 156 24 316 376 722 285 89 99 62 65 110 Peak Hour Factor 0.9500 0.9500 1.0000 1.0000 0.9500 0.9500 0.9500 1.0000 0.9500 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 8 41 6 79 99 190 75 22 26 16 16 28 Total Analysis Volume [veh/h] 31 164 24 316 396 760 300 89 104 62 65 110 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 0 0 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 0 1 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 1 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 1 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group J 2 0 6 J 3 8 0 7 4 Auxiliary Signal Groups Lead/Lag - Lead Lead - Minimum Green [s] ] 5 5 J 5 5 5 5 Maximum Green [s] ] 30 0 30 J 30 30 0 30 30 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 Split [s] 0 17 0 0 33 0 11 19 0 11 19 Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 Walk [s] 0 5 0 0 5 0 0 5 n 0 5 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 10 _ Rest In Walk No No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 12, Clearance Lost Time [s] "" 2.0 0.0 0.0 2.0 "" 2.0 2.0 0.0 2.0 2.0 Minimum Recall No No No No No No Maximum Recall No No No No No No Pedestrian Recall No No No No No No Detector Location [ft] 0.0 0.0 0.0 u.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u.c Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C C L C R L C R L C R C, Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 80 80 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 13 13 13 29 29 29 7 15 15 7 15 15 g / C, Green / Cycle 0.16 0.16 0.16 0.36 0.36 0.36 0.09 0.19 0.19 0.09 0.19 0.19 (v / s)_i Volume / Saturation Flow Rate 0.02 0.05 0.05 0.18 0.33 0.36 0.09 0.05 0.07 0.04 0.02 0.08 s, saturation flow rate [veh/h] 1781 1870 1789 1781 1772 1589 3459 1870 1589 1500 3560 1339 c, Capacity[veh/h] 289 304 291 646 642 576 303 351 298 131 668 251 d1, Uniform Delay [s] 28.55 29.56 29.60 19.76 24.13 25.50 36.47 27.73 28.25 34.74 26.90 28.77 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 0.74 2.66 2.89 2.64 18.02 38.27 49.60 1.74 3.20 11.71 0.29 5.48 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1 1.00 1 1.00 1 1.00 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 Lane Group Results X, volume / capacity 0.11 0.31 0.32 0.49 0.90 1.00 0.99 0.25 0.35 0.47 0.10 0.44 d, Delay for Lane Group [sNeh] 29.30 32.22 32.49 22.41 42.15 63.77 86.07 29.46 31.46 46.45 27.19 34.25 Lane Group LOS C C C C D F F C C D C C Critical Lane Group No No Yes No No Yes Yes No No No No Yes 50th-Percentile Queue Length [vehAn] 0.56 1.80 1.78 4.81 12.89 16.32 4.94 1.59 1.95 1.55 0.53 2.20 50th-Percentile Queue Length [ftAn] 13.90 44.91 44.48 120.21 322.35 408.05 123.54 39.67 48.83 38.79 13.23 55.00 95th-Percentile Queue Length [vehAn] 1.00 3.23 3.20 8.40 18.78 23.00 8.59 2.86 3.52 2.79 0.95 3.96 95th-Percentile Queue Length [ftAn] 25.02 80.83 80.06 210.11 469.57 574.93 214.68 71.41 87.90 69.82 23.81 99.01 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad th =® MoRement Approach ALI Intersection D All CASH ones Intersection VIC 0 body Other Cases Sequence ii®se®®ssssssssssse ii®sesessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): 8.0 Analysis Method: HCM 6th Edition Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.349 Intersection Setup Name Broadway Broadway 1-5 NB Oft Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Oft Ramps Base Volume Input [veh/h] 442 0 702 112 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 140 93 56 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 582 795 168 Peak Hour Factor 0.8800 0.8800 0.8800 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 165 226 48 Total Analysis Volume [veh/h] 661 903 191 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ _ Local Bus Stopping Rate [/h] 0 u 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 8.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 5 5 Maximum Green [s] 30 30 30 Amber [s] 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 Split [s] 80 80 20 Vehicle Extension [s] 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 Minimum Recall No No No Maximum Recall No No No Pedestrian Recall No No No Detector Location [ft] C 0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C R C, Cycle Length [s] 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 76 76 16 g / C, Green / Cycle 0.76 0.76 0.16 (v / s)_i Volume / Saturation Flow Rate 0.19 0.25 0.07 s, saturation flow rate [veh/h] 3560 3560 2813 c, Capacity [veh/h] 2706 2706 450 d1, Uniform Delay [s] 3.54 3.86 37.85 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 0.21 0.33 2.91 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.24 0.33 0.42 d, Delay for Lane Group [sNeh] 3.75 4.19 40.76 Lane Group LOS A A D Critical Lane Group No Yes Yes 50th-Percentile Queue Length [vehAn] 1.62 2.41 2.28 50th-Percentile Queue Length [ftAn] 40.40 60.33 56.93 95th-Percentile Queue Length [vehAn] 2.91 13 4 4.10 95th-Percentile Queue Length [ftAn] 72.71 108.59 102.48 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad th =® MoRement Approach ALI Intersection Delay CASH 801 Other Cases a A Saturation F low A ate of the bicycle Ian CROP CROP CROP Sequent i®®®ssssssssssssse ii®eessssssssssssse i®eessssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): 46.2 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.853 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 172 0 28 l 189 1 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 ( l 0 0 0 0 Total Hourly Volume [veh/h] 54 570 107 97 l 1469 31 9 4 80 Peak Hour Factor 0.9500 0.9500 1.000u 0.9500 0.9500 1.0000 0.9500 0.9500 0.9500 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 14 150 r 28 26 'l 387 8 2 ( 1 21 Total Analysis Volume [veh/h] 57 600 113 102 1546 33 9 4 84 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 2 o 0 1 0 6 f 0 8 Auxiliary Signal Groups Lead/Lag Lead - Lead - Minimum Green [s] 5 5 5 l 5 5 Maximum Green [s] 30 30 0 30 J 30 30 Amber [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 1.0 Split [s] 9 37 0 0 12 0 40 0 0 19 Vehicle Extension [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 3.0 Walk [s] 0 5 0 0 0 0 5 0 _ 0 5 Pedestrian Clearance [s] 0 10 0 0 0 0 10 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No I No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C L C R C R C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.01 2.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 33 8 36 36 15 15 g / C, Green / Cycle 0.05 0.30 0.07 0.33 1 0.33 0.14 0.14 (v / s)_i Volume / Saturation Flow Rate 0.02 0.14 0.06 0.30 0.02 0.01 0.05 Total Saturation Flow Adjustment 0.90 0.87 0.93 0.89 0.83 0.82 0.83 s, saturation flow rate [veh/h] 3437 4953 1770 5074 1583 1557 1583 c, Capacity [veh/h] 156 1486 129 1661 518 212 216 d1, Uniform Delay [s] 50.96 31.48 50.18 35.80 25.42 41.37 43.32 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 6.47 1.11 37.98 10.84 0.24 0.55 5.21 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.36 0.48 0.79 0.93 0.06 0.06 0.39 d, Delay for Lane Group [sNeh] 57.43 32.59 88.16 46.64 25.66 41.92 48.53 Lane Group LOS E C F D C D D Critical Lane Group Yes No No Yes No No No 50th-Percentile Queue Length [vehAn] 1.00 7.32 4.00 22.68 0.75 0.37 2.62 50th-Percentile Queue Length [ftAn] 24.93 182.90 100.02 567.11 18.73 9.37 65.56 95th-Percentile Queue Length [vehAn] .41 20.32 13.40 8.204.20 36.54 1.84 0.95 5. 95th-Percentile Queue Length [ftAn] 697 334.98 913.45 46.09 23.69 14375 .69 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 57.43 32.59 0.00 32.59 88.16 0.00 46.64 25.66 41.92 0.00 41.92 48.53 Movement LOS E C C F D I C D I D I D d_A, Approach Delay [s/veh] 34.43 48.74 47.65 Approach LOS C D D d_I, Intersection Delay [s/veh] 46.17 Intersection LOS D Intersection V/C 0.853 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 98 0 12 106 0 0 750 15 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 44 55 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 Total Hourly Volume [veh/h] 98 12 150 805 15 Peak Hour Factor 0.9500 0.9500 0.9500 1.0000 1.000U 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 -100 1.0000 1.0000 Total 15-Minute Volume [veh/h] 26 3 39 212 4 Total Analysis Volume [veh/h] 103 13 158 847 16 Presence of On -Street Parking No No No No On -Street Parking Maneuver Rate [/h] 0 0 I I Local Bus Stopping Rate [/h] 0 0 1 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Permissive Permissive Permissive Split Split Split Signal group 4 0 9 Auxiliary Signal Groups Lead / Lag - Minimum Green [s] 5 5 Maximum Green [s] 30 30 Amber [s] 3.0 3.0 All red [s] 1.0 1.0 Split [s] 19 42 Vehicle Extension [s] 3.0 0.0 3.0 Walk [s] 5 n 0 5 Pedestrian Clearance [s] 10 0 10 11, Start -Up Lost Time [s] 2.0 0.0 2.0 12, Clearance Lost Time [s] 2.0 0.0 2.0 Minimum Recall No No Maximum Recall No No Pedestrian Recall No No Detector Location [ft] O.0 0.0 0.0 Detector Length [ft] O.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C R R C, Cycle Length [s] 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 2.00 0.1 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 15 15 38 g / C, Green / Cycle 0.14 0.14 0.35 (v / s)_i Volume / Saturation Flow Rate 0.08 0.10 0.31 Total Saturation Flow Adjustment 0.73 0.83 0.74 s, saturation flow rate [veh/h] 1379 1583 2803 c, Capacity [veh/h] 188 216 968 d1, Uniform Delay [s] 44.79 45.57 34.05 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 14.25 19.57 12.21 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.62 0.73 0.89 d, Delay for Lane Group [sNeh] 59.04 65.14 46.26 Lane Group LOS E E D Critical Lane Group No Yes Yes 50th-Percentile Queue Length [vehAn] 3.96 5.70 18.52 50th-Percentile Queue Length [ftAn] 98.94 142.51 463.00 95th-Percentile Queue Length [vehAn] 8.13 10.94 30.09 95th-Percentile Queue Length [ftAn] 20714 273.59 752.21 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.Aad you =® MoRement Approach Sequence ®®®®®ssssssssssse ®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): 40.2 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.856 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [it] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [it] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 11 0 406 719 58 1377 0 96 107 0 420 146 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 11 0 112 0 27 163 0 0 60 1 3 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 J 0 0 0 0 Total Hourly Volume [veh/h] 22 0 518 719 85 1540 0 96 167 ( 421 149 Peak Hour Factor 0.9500 1.0000 0.9500 0.9500 0.9500 0.9500 1.0000 0.9500 0.9500 1.0( 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 6 0 136 189 22 405 0 25 44 ( 111 39 Total Analysis Volume [veh/h] 23 545 757 89 1 62 1 101 176 443 157 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 0 2 0 1 6 0 f 0 8 Auxiliary Signal Groups Lead/Lag Lead Lead - - Minimum Green [s] 5 5 5 5 0 5 Maximum Green [s] 30 30 0 30 30 0 30 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 0.0 1.0 Split [s] 9 74 0 9 43 0 0 0 27 Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 0.0 3.0 Walk [s] 0 0 5 0 0 5 0 0 _ 0 5 Pedestrian Clearance [s] 0 0 10 0 10 0 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C R L C L C C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U.UU 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 70 70 5 39 23 23 g / C, Green / Cycle 0.05 0.64 0.64 0.05 0.35 0.21 0.21 (v / s)_i Volume / Saturation Flow Rate 0.01 0.11 0.48 0.03 0.34 0.10 0.18 Total Saturation Flow Adjustment 0.90 0.89 0.83 0.90 0.88 0.93 0.90 s, saturation flow rate [veh/h] 3437 5074 1583 3437 5029 1770 3407 c, Capacity [veh/h] 156 3229 1008 156 1783 370 712 d1, Uniform Delay [s] 50.45 8.15 13.94 51.45 34.84 38.20 41.76 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 1.98 0.11 5.16 14.22 14.60 4.33 11.59 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.15 0.17 0.75 0.57 0.97 0.48 0.84 d, Delay for Lane Group [sNeh] 52.43 8.26 19.09 65.66 49.45 42.54 53.35 Lane Group LOS D A B E D D D Critical Lane Group Yes No No No Yes No Yes 50th-Percentile Queue Length [vehAn] 0.39 2.79 19.70 1.65 26.45 5.30 11.85 50th-Percentile Queue Length [ftAn] 9.66 69.76 492.47 41.31 661.33 132.59 296.20 95th-Percentile Queue Length [vehAn] 0.98 6.06 31.90 3.83 42.46 10.32 2006. 95th-Percentile Queue Length [ftAn] 24.40 15754 797.53 95.78 1061.46 258.05 501.62 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 52.43 i.00 8.26 19.09 65.66 49.45 0.00 49.45 42.54 0.00 53.35 53.35 Movement LOS D A B E D I ID D I D I D d_A, Approach Delay [s/veh] 15.22 50.24 50.89 Approach LOS B D D d_I, Intersection Delay [s/veh] 40.17 Intersection LOS D Intersection V/C 0.856 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name 1-5 SB Off Ramps Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Right Right Left2 Left Right Right2 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes Yes Volumes Name 1-5 SB Off Ramps Base Volume Input [veh/h] 0 0 0 515 35 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 Total Hourly Volume [veh/h] 515 35 Peak Hour Factor J 1.000U 0.9500 0.9500 Other Adjustment Factor JO 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 136 9 Total Analysis Volume [veh/h] ' 542 37 Presence of On -Street Parking No No On -Street Parking Maneuver Rate [/h] u I Local Bus Stopping Rate [/h] I 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type •I Split Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 31 Vehicle Extension [s] 0.0 3.0 Walk [s] n 0 5 Pedestrian Clearance [s] 0 10 11, Start -Up Lost Time [s] 0.0 2.0 12, Clearance Lost Time [s] 0.0 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 1, Upstream Filtering Factor ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group R C, Cycle Length [s] 110 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 27 g / C, Green / Cycle 0.25 (v / s)_i Volume / Saturation Flow Rate 0.21 Total Saturation Flow Adjustment 0.74 s, saturation flow rate [veh/h] 2803 c, Capacity [veh/h] 688 d1, Uniform Delay [s] 39.47 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 11.92 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.84 d, Delay for Lane Group [sNeh] 51.39 Lane Group LOS D Critical Lane Group Yes 50th-Percentile Queue Length [vehAn] 12.18 50th-Percentile Queue Length [ftAn] 304.54 95th-Percentile Queue Length [vehAn] 20.56 95th-Percentile Queue Length [ftAn] 513.91 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.Aad you =® MoRement Approach Sequence i®o®eessssssssssse ii®sseessssssssssse i®sseessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): 22.7 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.658 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.uu- Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 ]0 1.00 1.00 1.00 1.e. )0 1.00 In -Process Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 - Site -Generated Trips [veh/h] ] 123 0 65 101 l 0 10 0 1 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 u Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 1 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Right -Turn on Red Volume [veh/h] 0 0 0 0 C l 0 0 C 1 0 Total Hourly Volume [veh/h] 0 1141 30 705 1498 0 114 219 44 0 0 0 Peak Hour Factor 1.0000 0.9200 0.9200 0.9200 0.9200 1.0000 0.9200 0.9200 0.9200 1.0000 1.0000 1.00r Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 310 8 192 407 0 31 60 12 0 0 Total Analysis Volume [veh/h] 0 1240 33 766 1628 0 124 238 48 C 1 0 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 1 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 J Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 r 1 6 0 0 8 0 0 0 Auxiliary Signal Groups Lead/Lag - Lead - - Minimum Green [s] ] 5 5 5 l 0 5 1 0 Maximum Green [s] ] 30 30 30 l 0 30 1 0 Amber [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 u.0 u.0 0.0 0.0 All red [s] 0.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 Split [s] 0 39 0 37 76 0 0 24 0 0 0 0 Vehicle Extension [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 Rest In Walk No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 12, Clearance Lost Time [s] "" 2.0 0.0 2.0 2.0 "" "" 2.0 0.0 0.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ^' I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C L C C C C, Cycle Length [s] 100 100 100 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 35 35 33 72 20 20 g / C, Green / Cycle 0.35 0.35 0.33 0.72 0.20 0.20 (v / s)_i Volume / Saturation Flow Rate 0.24 0.23 0.22 0.32 0.12 0.12 s, saturation flow rate [veh/h] 3560 1845 3459 5094 1818 1631 c, Capacity [veh/h] 1246 646 1141 3668 364 326 d1, Uniform Delay [s] 27.74 27.44 28.83 5.76 36.31 36.33 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 3.02 5.17 3.15 0.39 6.95 7.81 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.68 0.66 0.67 0.44 0.59 0.60 d, Delay for Lane Group [sNeh] 30.76 32.61 31.98 6.15 43.26 44.14 Lane Group LOS C C C A D D Critical Lane Group Yes No No No Yes 50th-Percentile Queue Length [vehAn] 8.98 9.29 8.24 4.04 5.43 4.97 50th-Percentile Queue Length [ftAn] 224.38 232.22 205.91 100.90 135.85 124.35 95th-Percentile Queue Length [vehAn] 13.89 14.29 12.94 7.26 9.26 8.215.63 95th-Percentile Queue Length [ftAn] 347.21 357.17 323.58 181.61 231.42 80 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad th =® MoRement Approach ALI Intersection D All CASH COCA Intersection VIC 0 Ads Other Cases nVialk mi Effectiontak Time Is] an an an an c A Capacity of the bicycle lane biwalleft 700 Poor 430 0 Sequence ®s®®sssssssssssse ®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2046: New Intersection Control Type: Unknown Delay (sec /veh): Analysis Method: ? Level Of Service: Analysis Period: 15 minutes Volume to Capacity (v/c): Intersection Setup Name Parker St Approach Eastbound Westbound Northeastbound Southwestbound Lane Configuration d $ *1 r Turning Movement Left T1h_ru Right Left Thru Right Left Thru Right Left Thru Right Crosswalk Yes Yes Yes Yes Volumes Name Parker St Base Volume Input [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 6 0 0 9 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 0 0 0 0 0 0 0 6 0 0 9 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 0 2 0 0 2 0 Total Analysis Volume [veh/h] 0 0 0 0 0 0 0 6 0 0 9 0 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 l 0 D C 0 Local Bus Stopping Rate [/h] 0 n 0 1 - 0 0 0 C 1 0 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 13: 13 HCM - EX WPAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LIM�, Version 6.00-00 Santa Ana MainPlace Vistro File: K:\...\Sta Ana Main Place_PM.vistro Scenario 3 EX+ PROP PM Report File: K:\...\3 - EX+ PROP PM.pdf 12/12/2018 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Main St / Chapman Ave Signalized ICU 1 WB Thru 0.738 - C 2 Bedford Rd / La Veta Ave Signalized ICU 1 EB Thru 0.667 - B 3 Main St / La Veta Ave Signalized ICU 1 NB Right 0.705 - C 4 La Veta Ave / SR-22 WB Signalized ICU 1 WB Left 0.628 - B Ramps 5 Bedford Rd / MainPlace Dr All -way stop HCM 2010 EB Left 0.760 21.9 C 6 Main St / MainPlace Dr_Town Signalized ICU 1 SB Thru 0.688 - B and Country 7 Town and Country / SR-22 EB Signalized ICU 1 WB Right 0.871 - D Ramps 8 Main St / Mall Entrance —City Signalized ICU 1 SB Thru 0.522 - A Place Dr 9 Broadway / MainPlace Dr Signalized ICU 1 NB Right 0.785 - C 10 Main St / MainPlace Signalized ICU 1 SB Thru 0.568 - A Dr Memory Ln 11 Lawson Way / Memory Ln Signalized ICU 1 SB Right 0.326 - A 12 Broadway / 1-5 NB Off Ramps Signalized ICU 1 NB Thru 0.355 - A 13 Main St / Edgewood Rd 1-5 Signalized ICU 1 SB Thru 0.618 B HOV Ramps 14 Broadway / 1-5 SB Off Ramps Two-way stop HCM 6th Edition EB Right 1.466 236.9 F 15 Broadway / Santa Clara Ave Signalized ICU 1 SB Thru 0.814 - D 16 Main St / Santa Clara Ave-1-5 Signalized ICU 1 NB Right 0.964 - E NB Ramps 17 Broadway / Buffalo Ave Signalized ICU 1 SB Right 0.580 - A 18 Main St /Buffalo Ave 1-5 SB Signalized ICU 1 NB Thru 0.765 - C Ramps 19 Broadway / 17th St Signalized ICU 1 NB Thru 0.836 - D 20 Main St / 17th St Signalized ICU 1 NB Thru 0.782 - C 21 Parker St / La Veta Ave Signalized ICU 1 EB Thru 0.700 - B 22 Parker St / Town and Country Signalized ICU 1 NB Thru 0.519 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Scenario 3: 3 EX+ PROP PM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 1: Main St / Chapman Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.738 Intersection Setup Name Main St Main St Chapman Ave Chapman Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 #1 11 r #1 11 r #1 11 r #1 11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Chapman Ave Chapman Ave Base Volume Input [veh/h] 514 686 188 137 642 223 140 582 213 148 782 93 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 53 90 79 0 67 0 0 0 40 58 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 567 776 267 137 709 223 140 582 253 206 782 93 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 142 194 67 34 177 56 35 146 63 52 196 23 Total Analysis Volume [veh/h] 567 1 776 1 267 137 709 223 140 582 253 206 782 93 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 8 1 7 1 4 14 Auxiliary Signal Groups 2 8 4 Lead/Lag Lead I I I Lead I - I Lead I I - I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.17 1 0.23 1 0.16 1 0.08 1 0.21 1 0.13 1 0.08 1 0.17 1 0.15 1 0.12 1 0.23 1 0.05 Intersection LOS C Intersection V/C 0.738 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2: Bedford Rd / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.667 Intersection Setup Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration i r r r IF A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 i2.0, 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Base Volume Input [veh/h] 306 0 231 0 0 32 0 624 149 149 780 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.^^ ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 40 0 201 0 0 35 70 83 0 0 Diverted Trips [veh/h] 0 0 0 n 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 346 0 432 32 0 659 219 232 780 20 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 87 0 108 0 0 8 0 165 55 58 195 5 Total Analysis Volume [veh/h] 346 1 0 1 432 0 1 0 32 659 219 232 780 20 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss 'ermiss Permiss Pennis=_ Permiss Permiss Permiss Permiss Protecte Permiss Permiss Signal group 5 6 8 7 4 Auxiliary Signal Groups I El Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.20 1 0.0( 1 0.13 1 00 1 0.00 1 0.02 1 0.0( 1 0.26 1 0.26 1 0.14 1 0.24 1 0.24 Intersection LOS B Intersection V/C 0.667 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 3: Main St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.705 Intersection Setup Name Main St Main St La Veta Ave La Veta Ave Approach Northbound Southbo1unndd Eastbound Westbound Lane Configuration 1�llir 41#111 11 #1#11111 1y #1#1111 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St La Veta Ave La Veta Ave Base Volume Input [veh/h] 300 919 430 142 893 230 290 413 185 251 502 201 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 208 166 0 155 50 67 134 35 65 33 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 300 1127 596 142 1048 280 357 547 220 316 535 201 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 75 282 149 36 262 70 89 137 55 79 134 50 Total Analysis Volume [veh/h] 300 1 1127 1 596 142 1048 280 357 547 220 316 535 201 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 1 7 1 4 14 Auxiliary Signal Groups 2 4 Lead/Lag Lead I- - Lead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 1 0.22 1 0.35 1 0.04 1 0.26 1 0.26 1 0.11 1 0.15 1 0.15 1 0.09 1 0.16 1 0.12 Intersection LOS C Intersection V/C 0.705 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.628 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 394 126 683 479 478 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 77 0 30 0 21 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 471 126 713 479 499 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 118 32 178 120 125 Total Analysis Volume [veh/h] 471 126 713 479 499 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Protected Permissive Signal group 5 8 7 4 Auxiliary Signal Groups Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.14 0.07 0.14 0.28 0.10 Intersection LOS B Intersection V/C 0.628 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 5: Bedford Rd / Main Place Or Control Type: All -way stop Delay (sec /veh): 21.9 Analysis Method: HCM 2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.760 Intersection Setup Name Bedford Rd Bedford Rd Main Place Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 1 -1'-- A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 I 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd Main Place Dr Base Volume Input [veh/h] 9 47 49 98 70 171 232 65 17 21 58 93 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 120 0 4 90 59 108 0 0 0 0 13 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 9 167 49 102 160 230 340 65 17 21 58 106 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 42 12 26 40 58 85 16 4 5 15 27 Total Analysis Volume [veh/h] 9 167 49 102 160 230 340 65 17 21 58 106 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Lanes Capacity per Entry Lane [veh/h] 456 501 466 526 448 478 527 407 1 432 1 472 Degree of Utilization, x 0.39 0.10 0.22 0.74 0.76 0.14 0.03 0.05 0.13 0.22 Movement, Approach, & Intersection Results 95th-Percentile Queue Length [veh] 1.79 0.32 0.83 6.29 6.42 0.47 0.10 0.16 0.46 0.85 95th-Percentile Queue Length [ft] 44.85 8.08 20.67 157.19 160.39 1 11.71 1 2.50 4.07 1 11.52 1 21.31 Approach Delay [stveh] 14.42 23.76 27.91 12.40 Approach LOS B C D B Intersection Delay [s/veh] 21.91 Intersection LOS C Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 6: Main St / Main Place Dr -Tom and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.688 Intersection Setup Name Main St Main St Main Place Dr Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration 1411111- #1#1111r #111r #111rr Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Main Place Dr Town and Country Base Volume Input [veh/h] 81 965 161 449 1020 120 124 125 133 201 101 437 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 94 161 12 0 120 135 213 53 119 6 64 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 175 1126 173 449 1140 255 337 178 252 207 165 437 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 44 282 43 112 285 64 84 45 63 52 41 109 Total Analysis Volume [veh/h] 175 1 1126 1 173 449 1140 255 337 178 252 207 165 437 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Overlap Split I Split I Split I Split I Split I Split Signal group 5 2 1 1 6 1 6 1 1 8 1 0 1 0 1 4 Auxiliary Signal Groups 1 1 6 Lead/Lag Lead - Lead I - I- - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 1 0.22 1 0.11 1 0.13 1 0.22 1 0.15 1 0.10 1 0.10 1 0.15 1 0.06 1 0.07 1 0.13 Intersection LOS B Intersection V/C 0.688 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.871 Intersection Setup Name Lawson Way Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes No Volumes Name Lawson Way Town and Country Town and Country Base Volume Input [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 42 0 0 46 70 64 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 186 502 79 166 143 469 669 79 41 25 171 418 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 47 126 20 42 36 117 167 20 10 6 43 105 Total Analysis Volume [veh/h] 186 1 502 1 79 166 143 469 669 79 41 25 171 418 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group 2 6 3 8 7 4 Auxiliary Signal Groups I El Lead/Lag - - Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.11 1 0.17 1 0.17 1 0.10 1 0.18 1 0.18 1 0.20 1 0.05 1 0.03 1 0.01 1 0.05 1 0.26 Intersection LOS D Intersection V/C 0.871 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 8: Main St / Mall Entrance -City Place Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.522 Intersection Setup Name Main St Main St Mall Entrance City Place Dr Approach Northbound Southlbouuunrd Eastb}ound Westbound Lane Configuration 1#11 1 1 1 1 1 1 1 #11ou #11ou Turning Movement Left Thru Right Left Thru Right Left Thru I Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100 od 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Mall Entrance City Place Dr Base Volume Input [veh/h] 50 1043 102 118 1233 20 20 3 23 70 5 125 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 69 207 2 12 142 50 77 26 95 3 18 7 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 119 1250 104 130 1375 70 97 29 118 73 23 132 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 30 313 26 33 344 18 24 7 30 18 6 33 Total Analysis Volume [veh/h] 119 1 1250 1 104 130 1375 70 97 29 118 73 23 132 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.20 1 0.20 1 0.08 1 0.28 1 0.28 1 0.06 1 0.09 1 0.09 1 0.04 1 0.09 1 0.09 Intersection LOS A Intersection V/C 0.522 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 9: Broadway / MainPlace Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.785 Intersection Setup Name Broadway Broadway MainPlace Dr MainPlace Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 11 r A l A 1 I r A1 A11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway MainPlace Dr MainPlace Dr Base Volume Input [veh/h] 144 231 601 71 141 12 2 41 169 353 39 62 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 83 90 0 119 104 0 0 121 75 0 56 56 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 227 321 601 190 245 12 2 162 244 353 95 118 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 57 80 150 48 61 3 1 41 61 88 24 30 Total Analysis Volume [veh/h] 227 1 321 1 601 190 245 12 2 162 244 353 95 118 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 2 1 6 'l 3 8 7 4 Auxiliary Signal Groups 2 Lead/Lag Lead I- - Lead - Lead Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.13 1 0.09 1 0.35 1 0.11 1 0.08 1 0.08 1 0.00 1 0.05 1 0.15 1 0.10 1 0.06 1 0.07 Intersection LOS C Intersection V/C 0.785 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 10: Main St / MainPlace Dr -Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.568 Intersection Setup Name Main St Main St MainPlace Dr Memory Ln Approach Northbound Southbounn*d Eastbound Westbound Lane Configuration A A 1 1 F 1 1Thru 41#1 1 1 1 1 1Thru 1 #1#1 1 1 1 1 1Thru 1 #1#1 1 11 1 1Thru Turning Movement Left Right Left Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St MainPlace Dr Memory Ln Base Volume Input [veh/h] 81 847 156 43 1103 146 276 303 96 212 148 52 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 52 180 0 0 279 6 97 52 90 0 53 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 133 1027 156 43 1382 152 373 355 186 212 201 52 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 33 257 39 11 346 38 93 89 47 53 50 13 Total Analysis Volume [veh/h] 133 1 1027 1 156 43 1382 152 373 355 186 212 201 52 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.23 1 0.23 1 0.01 1 0.30 1 0.30 1 0.11 1 0.11 1 0.11 1 0.06 1 0.06 1 0.03 Intersection LOS A Intersection V/C 0.568 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 11: Lawson Way / Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.326 Intersection Setup Name Lawson Way Lawson Way Memory Ln Memory Ln Approach Northbound Southbound Eastbound Westbound Lane Configuration A F A 1 r A A 1 1 r 1 1Thru A 1 1 F 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Thru1 Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Lawson Way Lawson Way Memory Ln Memory Ln Base Volume Input [veh/h] 4 0 3 24 4 152 313 238 3 6 213 17 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 46 42 10 0 0 7 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 4 0 3 24 4 198 355 248 3 6 220 17 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 0 1 6 1 50 89 62 1 2 55 4 Total Analysis Volume [veh/h] 4 1 0 1 3 24 4 198 355 248 3 6 220 17 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Permiss Permiss Permiss Permiss Permiss Permiss Signal group 2 6 8 0 4 Auxiliary Signal Groups Lead / Lag - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.00 1 0.00 1 0.01 1 0.00 1 0.12 1 0.10 1 0.07 1 0.00 1 0.00 1 0.05 1 0.05 Intersection LOS A Intersection V/C 0.326 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.355 Intersection Setup Name Broadway Broadway 1-5 NB Off -Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Off -Ramps Base Volume Input [veh/h] 789 568 ' 75 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 126 179 46 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 915 747 121 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 229 187 30 Total Analysis Volume [veh/h] 915 747 121 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.27 0.22 0.04 Intersection LOS A Intersection V/C 0.355 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.618 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 256 654 0 85 112 0 1218 120 31 0 5 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 146 0 53 l 314 2 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Total Hourly Volume [veh/h] 256 800 0 85 165 0 1532 122 31 0 5 65 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 64 200 0 21 41 0 383 31 8 0 1 16 Total Analysis Volume [veh/h] 256 1 800 1 0 1 85 165 1 0 1532 122 31 0 5 65 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 0 1 1 1 0 1 6 1 f 8 Auxiliary Signal Groups Lead/Lag Lead I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 1 0.17 1 0.00 1 0.17 1 0.10 1 0.00 1 0.30 1 0.08 1 0.02 1 0.00 1 0.02 1 0.04 Intersection LOS B Intersection V/C 0.618 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 94 0 29 70 u 0 253 13 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 40 47 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 94 29 110 U 0 300 13 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 7 28 0 0 75 3 Total Analysis Volume [veh/h] 94 29 110 0 0 300 13 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permis� Permissive Permissive S Split Split Signal group 0 4 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 0.07 0.07 0.09 0.09 Intersection LOS B Intersection V/C 0.618 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 14: Broadway / 1-5 SB Off Ramps Control Type: Two-way stop Delay (sec /veh): 236.9 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.466 Intersection Setup Name Broadway Broadway 1-5 SB Off Ramps Approach Northbound Southbound Eastbound Lane Configuration 11 I I 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] ,,,,,.,,,, 100. 10.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 SB Off Ramps Base Volume Input [veh/h] 747 547 ' 889 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 126 179 40 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 873 726 929 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 218 182 232 Total Analysis Volume [veh/h] u 873 726 929 Pedestrian Volume [ped/h] 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] J 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.0 I.01 1.47 d_M, Delay for Movement[stveh] 0.0L I.00 236.89 Movement LOS A A F 95th-Percentile Queue Length [vehAn] 0.00 0.00 44.70 95th-Percentile Queue Length [ftAn] 0.00 0.00 1117.49 d_A, Approach Delay [s/veh] 0.00 0.00 236.89 Approach LOS A A F d_I, Intersection Delay [s/veh] 87.05 Intersection LOS F Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 15: Broadway / Santa Clara Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.814 Intersection Setup Name Broadway Broadway Santa Clara Ave Santa Clara Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration IF III T Ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00100 .00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Santa Clara Ave Santa Clara Ave Base Volume Input [veh/h] 0 599 430 114 1277 0 122 237 77 97 0 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Site -Generated Trips [veh/h] ] 97 0 46 173 l 26 15 0 0 I 4 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Total Hourly Volume [veh/h] 0 696 430 160 1450 0 148 252 77 97 0 24 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 174 108 40 363 0 37 63 19 24 0 6 Total Analysis Volume [veh/h] 'l 696 430 160 1450 0 148 252 77 97 0 24 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Split I Split I Split I Split Permiss Split Signal group 0 2 01 1 6 0 0 8 7 0 0 Auxiliary Signal Groups Lead/Lag I Lead - Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.33 1 0.33 1 0.09 1 0.43 1 0.00 1 0.09 1 0.28 1 0.28 1 0.06 1 0.00 1 0.01 Intersection LOS D Intersection V/C 0.814 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity (v/c): 0.964 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes No Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 9 0 828 883 134 1215 0 61 201 0 505 157 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 4 0 92 0 50 264 0 0 55 2 5 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 13 0 920 883 184 1479 0 61 256 0 507 162 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1 1.0000 Total 15-Minute Volume [veh/h] 3 0 230 221 46 370 0 15 64 0 127 41 Total Analysis Volume [veh/h] 13 0 920 883 184 1479 0 61 256 0 507 162 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 1 1 6 1 0 1 1 1 1 8 Auxiliary Signal Groups Lead/Lag Lead Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.0( 1 0.18 1 0.55 1 0.05 1 0.30 1 0.00 1 0.30 1 0.15 1 0.00 1 0.20 1 0.20 Intersection LOS E Intersection V/C 0.964 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes No Volumes Name Base Volume Input [veh/h] U 0 0 353 15 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Total Hourly Volume [veh/h] U U 0 _ 353 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 88 4 Total Analysis Volume [veh/h] 0 0 353 15 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.11 0.11 Intersection LOS E Intersection V/C 0.964 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 17: Broadway / Buffalo Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.580 Intersection Setup Name Broadway Broadway Driveway Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 411 H 41 1 H T r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Driveway Buffalo Ave Base Volume Input [veh/h] 3 1027 332 144 1359 2 0 0 3 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Site -Generated Trips [veh/h] 0 97 0 17 156 0 0 0 0 I - Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 3 1124 332 161 1515 2 0 0 3 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 281 83 40 379 1 0 0 1 0 0 Total Analysis Volume [veh/h] 3 1 1124 1 332 161 1515 2 0 0 3 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 5 2 0 1 1 6 1'l 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.43 1 0.43 1 0.09 1 0.45 1 0.45 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 Intersection LOS A Intersection V/C 0.580 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.765 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 1 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 I 0 Site -Generated Trips [veh/h] ] 95 0 114 155 l 0 17 0 I - Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 0 1512 26 725 1280 0 318 163 68 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 378 7 181 320 0 80 41 17 0 0 Total Analysis Volume [veh/h] 'l 1512 1 26 725 1280 0 318 163 68 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 0 1 1 6 1 0 1 0 1 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag - - - Lead I I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.30 1 0.30 1 0.21 1 0.25 1 0.00 1 0.19 1 0.14 1 0.14 1 0.00 1 0.00 1 0.00 Intersection LOS C Intersection V/C 0.765 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 19: Broadway / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.836 Intersection Setup Name Broadway Broadway 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration � 1 H A 1, r A A 1 1 F 1 1Thru 1 A A 1 1 F 1 1Thru 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway 17th St 17th St Base Volume Input [veh/h] 201 918 138 117 723 272 345 1140 67 97 1244 38 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 58 0 20 79 58 19 0 0 0 21 20 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 201 976 138 137 802 330 364 1140 67 97 1265 58 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 50 244 35 34 201 83 91 285 17 24 316 15 Total Analysis Volume [veh/h] 201 1 976 1 138 137 802 330 364 1140 67 97 1265 58 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.12 1 0.33 1 0.33 1 0.08 1 0.24 1 0.21 1 0.11 1 0.24 1 0.24 1 0.03 1 0.26 1 0.26 Intersection LOS D Intersection V/C 0.836 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 20: Main St / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.782 Intersection Setup Name Main St Main St 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration #1#111r #1#11F #1#111F #1#111F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St 17th St 17th St Base Volume Input [veh/h] 170 1095 114 208 847 142 220 1258 70 173 1070 50 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 58 0 31 79 21 0 20 0 0 20 18 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 170 1153 114 239 926 163 220 1278 70 173 1090 68 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 43 288 29 60 232 41 55 320 18 43 273 17 Total Analysis Volume [veh/h] 170 1 1153 1 114 239 926 163 220 1278 70 173 1090 68 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I I Lead I I I Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 1 0.34 1 0.07 1 0.07 1 0.32 1 0.32 1 0.06 1 0.26 1 0.26 1 0.05 1 0.23 1 0.23 Intersection LOS C Intersection V/C 0.782 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 21: Parker St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.700 Intersection Setup Name Parker St Parker St La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration A r -1 r A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100,00T00.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100T Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St La Veta Ave La Veta Ave Base Volume Input [veh/h] 413 0 374 51 0 46 37 584 308 173 480 25 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 10 0 0 0 30 0 7 21 0 Diverted Trips [veh/h] 0 0 0 0 r 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 413 0 384 51 0 46 37 614 308 180 501 25 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 103 0 96 13 0 12 9 154 77 45 125 6 Total Analysis Volume [veh/h] 413 1 0 1 384 51 1 0 46 37 614 308 180 501 25 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Penn iss rmiss Permiss Permiss Parr Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 0 0 1 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I El Lead/Lag Lead - - Lead Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.24 1 0.00 1 0.23 1 0.03 1 0.00 1 0.03 1 0.02 1 0.27 1 0.27 1 0.11 1 0.15 1 0.15 Intersection LOS B Intersection V/C 0.700 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 22: Parker St / Town and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.519 Intersection Setup Name Parker St Parker St Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration #111 #11 r A 1 r A F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St Town and Country Town and Country Base Volume Input [veh/h] 52 346 3 12 201 276 293 5 15 13 91 45 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 10 0 0 7 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 52 356 3 12 208 276 293 5 15 13 91 45 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 13 89 1 3 52 69 73 1 4 3 23 11 Total Analysis Volume [veh/h] 52 1 356 1 3 12 208 276 293 5 15 13 91 45 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 10 0 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal group 0 2 6 'l 8 0 4 Auxiliary Signal Groups Lead / Lag - - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.21 1 0.00 1 0.01 1 0.12 1 0.16 1 0.17 1 0.00 1 0.01 1 0.01 1 0.08 1 0.08 Intersection LOS A Intersection V/C 0.519 Scenario 3: 3 EX+ PROP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): 26.2 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.717 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 394 126 683 479 478 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 77 0 30 0 21 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 471 126 713 479 499 Peak Hour Factor 0.9100 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 129 32 178 120 125 Total Analysis Volume [veh/h] 518 126 713 479 499 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ 0 n 0 _ Local Bus Stopping Rate [/h] 0 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permissive Permissive Permissive P_ Protected Permissive Signal group 5 0 8 7 4 Auxiliary Signal Groups Lead/Lag Lead - Lead Minimum Green [s] 5 5 5 5 Maximum Green [s] 30 30 30 30 Amber [s] 3.0 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 1.0 Split [s] 19 22 39 61 Vehicle Extension [s] 3.0 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 2.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] C 3.0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L R C L C C, Cycle Length [s] 80 80 80 80 80 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 1 0. L. 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 15 15 18 35 57 g / C, Green / Cycle 0.19 0.19 0.23 0.44 0.71 (v / s)_i Volume / Saturation Flow Rate 0.15 0.08 0.14 0.32 0.10 s, saturation flow rate [veh/h] 3459 1589 5094 1500 5094 c, Capacity [veh/h] 648 298 1146 656 3629 d1, Uniform Delay [s] 31.06 28.68 27.94 18.60 3.67 k, delay calibration 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 9.93 4.35 2.55 7.01 0.08 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.80 0.42 0.62 0.73 0.14 d, Delay for Lane Group [sNeh] 40.99 33.03 30.48 25.61 3.74 Lane Group LOS D C C C A Critical Lane Group Yes No Yes Yes No 50th-Percentile Queue Length [vehAn] 5.52 2.44 4.23 8.05 0.67 50th-Percentile Queue Length [ftAn] 137.90 60.91 105.82 201.14 16.82 95th-Percentile Queue Length [vehAn] 9.37 4.39 7.61 12.70 1.21 95th-Percentile Queue Length [ftAn] 2719 109.64 19717 317.44 30.28 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad th =® MoRement Approach Other Cases a A Saturation F low A ate of the bicycle Ian CROP CROP CROP Sequence ®®®®sssssssssssse ®esesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): 119.1 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.052 Intersection Setup Name Lawson Way Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 C 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No No Crosswalk Yes Yes Yes No Volumes Name Lawson Way Town and Country Town and Country Base Volume Input [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 42 0 0 46 70 64 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 186 502 79 166 143 469 669 79 41 25 171 418 Peak Hour Factor 0.9000 0.9000 1.0000 1.0000 0.9000 0.9000 0.9000 1.0000 0.9000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 52 139 20 42 40 130 186 20 11 6 43 105 Total Analysis Volume [veh/h] 207 558 79 166 159 521 743 79 46 25 171 418 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 n n 0 0 0 I 0 0 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 0 1 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 1 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 1 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 90 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group J 2 0 6 J 3 8 0 7 4 Auxiliary Signal Groups Lead/Lag - Lead Lead - Minimum Green [s] ] 5 5 J 5 5 5 5 Maximum Green [s] ] 30 0 30 J 30 30 0 30 30 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 Split [s] 0 17 0 0 19 0 20 44 0 10 34 Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 5 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 10 _ Rest In Walk No No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 12, Clearance Lost Time [s] "" 2.0 0.0 0.0 2.0 "" 2.0 2.0 0.0 2.0 2.0 Minimum Recall No No No No No No Maximum Recall No No No No No No Pedestrian Recall No No No No No No Detector Location [ft] 0.0 0.0 0.0 u.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u.c Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C C L C R L C R L C R C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 13 13 13 15 15 15 16 40 40 6 30 30 g / C, Green / Cycle 0.14 0.14 0.14 0.17 0.17 0.17 0.18 0.44 0.44 0.07 0.33 0.33 (v / s)_i Volume / Saturation Flow Rate 0.12 0.17 0.17 0.09 0.20 0.21 0.21 0.04 0.03 0.02 0.05 0.31 s, saturation flow rate [veh/h] 1781 1870 1790 1781 1707 1589 3459 1870 1589 1500 3560 1339 c, Capacity[veh/h] 257 270 259 297 285 265 615 831 706 100 1187 446 d1, Uniform Delay [s] 37.27 38.50 38.50 34.46 37.50 37.50 37.00 14.50 14.30 39.86 21.01 29.08 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 22.87 121.71 123.11 7.42 124.78 144.26 108.46 0.23 0.18 5.90 0.26 29.41 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.80 1.20 1.21 0.56 1.22 1.26 1.21 0.10 0.07 0.25 0.14 0.94 d, Delay for Lane Group [sNeh] 60.14 160.21 161.61 41.88 162.28 181.76 145.46 14.73 14.48 45.76 21.26 58.49 Lane Group LOS E F F D F F F B B D C E Critical Lane Group No No Yes No No Yes Yes No No No No Yes 50th-Percentile Queue Length [vehAn] 5.97 14.97 14.43 3.90 15.99 16.32 15.87 0.96 0.56 0.68 1.28 12.02 50th-Percentile Queue Length [ftAn] 149.22 374.35 360.84 97.44 399.77 408.05 396.74 24.01 13.90 17.09 32.00 300.56 95th-Percentile Queue Length [vehAn] 9.98 23.11 22.40 7.02 24.64 25.43 24.47 1.73 1 0 1 3 2.30 17.71 95th-Percentile Queue Length [ftAn] 249.39 577.84 559.98 175.38 616.11 635.79 611.74 43.21 7 03 7 77 57.60 442.72 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad th =® MoRement Approach Intersection VIC 1 Red Other Cases Sequence ®ee®®ssssssssssse ®eesessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): 6.3 Analysis Method: HCM 6th Edition Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.347 Intersection Setup Name Broadway Broadway 1-5 NB Off -Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Off -Ramps Base Volume Input [veh/h] 789 0 568 75 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 126 179 46 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 915 747 121 Peak Hour Factor 0.9400 0.9400 0.9400 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 243 199 32 Total Analysis Volume [veh/h] 973 795 129 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ _ Local Bus Stopping Rate [/h] 0 u 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 8.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 5 5 Maximum Green [s] 30 30 30 Amber [s] 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 Split [s] 81 81 19 Vehicle Extension [s] 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 Minimum Recall No No No Maximum Recall No No No Pedestrian Recall No No No Detector Location [ft] C 0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C R C, Cycle Length [s] 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 77 77 15 g / C, Green / Cycle 0.77 0.77 0.15 (v / s)_i Volume / Saturation Flow Rate 0.27 0.22 0.05 s, saturation flow rate [veh/h] 3560 3560 2813 c, Capacity [veh/h] 2742 2742 422 d1, Uniform Delay [s] 3.64 3.41 37.86 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 0.36 0.27 1.87 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.35 0.29 0.31 d, Delay for Lane Group [sNeh] 4.00 3.67 39.73 Lane Group LOS A A D Critical Lane Group Yes No Yes 50th-Percentile Queue Length [vehAn] 2.48 1.90 1.51 50th-Percentile Queue Length [ftAn] 62.09 47.39 37.76 95th-Percentile Queue Length [vehAn] 4.47 3.41 2.72 95th-Percentile Queue Length [ftAn] 111.76 85.30 67.97 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad Fifth =® MoRement Approach ALI Intersection D All dead 6 AM Other Cases SLOW Crosswalk Funeral Wiped 000 000 000 a A Saturation Flow Rate ofthe bicycle Ian CROP CROP CROP Sequence ®®essssssssssssse ®eessssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): 36.3 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.703 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 256 654 0 85 112 0 1218 120 31 0 5 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 146 0 53 l 314 2 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 ( l 0 0 0 0 Total Hourly Volume [veh/h] 256 800 85 165 l 1532 122 31 ( 5 65 Peak Hour Factor 0.9600 0.9600 1.000u 0.9600 0.9600 1.0000 0.9600 0.9600 0.9600 1.0( 0.9600 0.9600 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 67 208 r 22 43 'l 399 32 8 ( 1 17 Total Analysis Volume [veh/h] 267 833 89 172 1596 127 32 5 68 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 2 o 0 1 0 6 f 0 8 Auxiliary Signal Groups Lead/Lag Lead - Lead - Minimum Green [s] 5 5 5 l 5 5 Maximum Green [s] 30 30 0 30 J 30 30 Amber [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 1.0 Split [s] 18 51 0 0 16 0 49 0 0 21 Vehicle Extension [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 3.0 Walk [s] 0 5 0 0 0 0 5 0 _ 0 5 Pedestrian Clearance [s] 0 10 0 0 0 0 10 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No I No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C L C R C R C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 1. '.00 0.00 0.00 0.01 2.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 14 47 12 45 45 17 17 g / C, Green / Cycle 0.13 0.43 0.11 0.41 1 0.41 0.15 0.15 (v / s)_i Volume / Saturation Flow Rate 0.08 0.18 0.10 0.31 0.08 0.03 0.04 Total Saturation Flow Adjustment 0.90 0.88 0.93 0.89 0.83 0.71 0.83 s, saturation flow rate [veh/h] 3437 5001 1770 5074 1583 1341 1583 c, Capacity [veh/h] 437 2137 193 2076 648 207 245 d1, Uniform Delay [s] 45.42 22.12 48.35 28.02 20.88 40.43 41.08 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 6.23 0.64 41.35 2.81 0.68 1.88 2.81 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.61 0.43 0.89 0.77 0.20 0.18 0.28 d, Delay for Lane Group [sNeh] 51.65 22.76 89.70 30.83 21.56 42.31 43.88 Lane Group LOS D C F C C D D Critical Lane Group Yes No No Yes No No No 50th-Percentile Queue Length [vehAn] 4.66 8.09 7.14 18.59 2.73 1.08 2.02 50th-Percentile Queue Length [ftAn] 116.45 202.29 178.42 464.86 68.22 26.94 50.57 95th-Percentile Queue Length [vehAn] 9.29 14.55 13.13 30.20 5.95 2.59 4.59 95th-Percentile Queue Length [ftAn] 232.20 363.77 328.28 755.05 148.67 64.81 114.65 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 51.65 22.76 0.00 22.76 89.70 0.00 30.83 21.56 42.31 0.00 42.31 43.88 Movement LOS D C C F C I C D I D I D d_A, Approach Delay [s/veh] 29.24 35.55 43.33 Approach LOS C D D d_I, Intersection Delay [s/veh] 36.32 Intersection LOS D Intersection V/C 0.703 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 94 0 29 70 0 0 253 13 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 40 47 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 Total Hourly Volume [veh/h] 94 29 110 300 13 Peak Hour Factor 0.9600 0.9600 0.9600 1.0000 1.000U 0.9600 0.9600 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 8 29 0 78 3 Total Analysis Volume [veh/h] 98 30 115 0 313 14 Presence of On -Street Parking No No No No On -Street Parking Maneuver Rate [/h] 0 0 I 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Permissive Permissive Permissive Split Split Split Signal group 4 0 9 Auxiliary Signal Groups Lead / Lag - Minimum Green [s] 5 5 Maximum Green [s] 30 30 Amber [s] 3.0 3.0 All red [s] 1.0 1.0 Split [s] 21 22 Vehicle Extension [s] 3.0 0.0 3.0 Walk [s] 5 n 0 5 Pedestrian Clearance [s] 10 0 10 11, Start -Up Lost Time [s] 2.0 0.0 2.0 12, Clearance Lost Time [s] 2.0 0.0 2.0 Minimum Recall No No Maximum Recall No No Pedestrian Recall No No Detector Location [ft] O.0 0.0 0.0 Detector Length [ft] O.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C R R C, Cycle Length [s] 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 2.00 0.1 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 17 17 18 g / C, Green / Cycle 0.15 0.15 0.16 (v / s)_i Volume / Saturation Flow Rate 0.09 0.07 0.12 Total Saturation Flow Adjustment 0.74 0.83 0.74 s, saturation flow rate [veh/h] 1398 1583 2803 c, Capacity [veh/h] 216 245 459 d1, Uniform Delay [s] 43.27 42.39 43.55 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 11.39 6.35 9.11 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.59 0.47 0.71 d, Delay for Lane Group [sNeh] 54.66 48.75 52.67 Lane Group LOS D D D Critical Lane Group Yes No Yes 50th-Percentile Queue Length [vehAn] 4.26 3.63 6.48 50th-Percentile Queue Length [ftAn] 106.46 90.69 161.91 95th-Percentile Queue Length [vehAn] 8.63 7.56 12.14 95th-Percentile Queue Length [ftAn] 21776 18700 303.39 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.Aad you =® MoRement Approach Sequence ii®®®®®ssssssssssse ii®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): 54.0 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 1.146 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes No No Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 9 0 828 883 134 1215 0 61 201 0 505 157 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 4 0 92 0 50 264 0 55 2 5 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 _1 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 J 0 0 0 0 Total Hourly Volume [veh/h] 13 920 883 184 1479 0 61 256 ( 507 162 Peak Hour Factor 0.9300 J 0.9300 0.9300 0.9300 0.9300 1.0000 0.9300 0.9300 1.0( 0.9300 0.9300 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 0 247 237 49 398 0 16 69 ( 136 44 Total Analysis Volume [veh/h] 14 0 989 949 198 1590 66 275 545 174 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 l 0 0 l 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 13: 13 HCM - EX VJP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 0 2 0 1 6 0 f 0 8 Auxiliary Signal Groups Lead/Lag Lead Lead - - Minimum Green [s] 5 5 5 5 0 5 Maximum Green [s] 30 30 0 30 30 0 30 0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 0.0 1.0 Split [s] 9 73 0 9 49 0 0 0 28 0 Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 0.0 3.0 Walk [s] 0 0 5 0 0 5 0 0 _ 0 5 Pedestrian Clearance [s] 0 0 10 0 10 0 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C R L C L C C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U.w 0.00 0.00 _U L. 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 69 69 5 45 24 24 g / C, Green / Cycle 0.05 0.63 0.63 0.05 0.41 0.22 0.22 (v / s)_i Volume / Saturation Flow Rate 0.00 0.19 0.71 0.06 0.33 0.16 0.21 Total Saturation Flow Adjustment 0.90 0.89 0.83 0.90 0.88 0.93 0.90 s, saturation flow rate [veh/h] 2894 5074 1333 3437 5044 1770 3418 c, Capacity [veh/h] 132 3183 836 156 2063 386 746 d1, Uniform Delay [s] 50.36 9.49 20.50 52.50 28.59 39.80 42.57 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 1.62 0.25 75.21 161.17 3.42 10.66 25.29 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.11 0.31 1.13 1.27 0.80 0.71 0.96 d, Delay for Lane Group [stveh] 51.98 9.75 95.71 213.67 32.01 50.47 67.86 Lane Group LOS D A F F C D E Critical Lane Group No No Yes Yes No No Yes 50th-Percentile Queue Length [vehAn] 0.23 5.79 49.72 6.62 20.02 9.29 16.29 50th-Percentile Queue Length [ftAn] 5.87 144.81 1242.93 165.59 500.46 232.15 407.21 95th-Percentile Queue Length [vehAn] 0.60 11.09 79.55 12.36 32.39 16.31 26.69 95th-Percentile Queue Length [ftAn] 15.00 277.17 198775 308.97 809.86 407.68 667.20 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 51.98 0.00 9.75 95.71 213.67 32.01 0.00 32.01 50.47 0.00 67.86 67.86 Movement LOS D A F F C I IC D I E I E d_A, Approach Delay [s/veh] 51.84 51.41 63.05 Approach LOS D D E d_I, Intersection Delay [s/veh] 53.99 Intersection LOS D Intersection V/C 1.146 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes No Volumes Name Base Volume Input [veh/h] 0 0 0 353 15 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 Total Hourly Volume [veh/h] 353 15 Peak Hour Factor J 1.000U 0.9300 0.9300 Other Adjustment Factor JO 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 95 4 Total Analysis Volume [veh/h] 380 16 Presence of On -Street Parking No No On -Street Parking Maneuver Rate [/h] u I Local Bus Stopping Rate [/h] I 0 Pedestrian Volume [ped/h] 0 Bicycle Volume [bicycles/h] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type •I Split Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 24 Vehicle Extension [s] 0.0 3.0 Walk [s] n 0 5 Pedestrian Clearance [s] 0 10 11, Start -Up Lost Time [s] 0.0 2.0 12, Clearance Lost Time [s] 0.0 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 1, Upstream Filtering Factor ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group R C, Cycle Length [s] 110 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 20 g / C, Green / Cycle 0.18 (v / s)_i Volume / Saturation Flow Rate 0.14 Total Saturation Flow Adjustment 0.74 s, saturation flow rate [veh/h] 2803 c, Capacity [veh/h] 510 d1, Uniform Delay [s] 42.88 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 11.09 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.78 d, Delay for Lane Group [sNeh] 53.97 Lane Group LOS D Critical Lane Group No 50th-Percentile Queue Length [vehAn] 8.11 50th-Percentile Queue Length [ftAn] 202.81 95th-Percentile Queue Length [vehAn] 14.58 95th-Percentile Queue Length [ftAn] 364.53 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.Aad you =® MoRement Approach Sequence i®o®eessssssssssse ii®sseessssssssssse i®sseessssssssssse It%] EEw . =*-j Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): 35.7 Analysis Method: HCM 6th Edition Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.856 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.uu- Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 ]0 1.00 1.00 1.00 1.e. )0 1.00 In -Process Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 - Site -Generated Trips [veh/h] ] 95 0 114 155 l 0 17 0 1 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 u Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 1 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Right -Turn on Red Volume [veh/h] 0 0 0 0 C l 0 0 C 1 0 Total Hourly Volume [veh/h] 0 1512 26 725 1280 0 318 163 68 0 0 0 Peak Hour Factor 1.0000 0.9500 0.9500 0.9500 0.9500 1.0000 0.9500 0.9500 0.9500 1.0000 1.0000 1.00r Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 398 7 191 337 0 84 43 18 0 0 Total Analysis Volume [veh/h] 0 1592 27 763 1347 0 335 172 72 C 1 0 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 1 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 J Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 r 1 6 0 0 8 0 0 0 Auxiliary Signal Groups Lead/Lag - Lead - - Minimum Green [s] ] 5 5 5 l 0 5 1 0 Maximum Green [s] ] 30 30 30 l 0 30 1 0 Amber [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 u.0 u.0 0.0 0.0 All red [s] 0.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 Split [s] 0 42 0 29 71 0 0 29 0 0 0 0 Vehicle Extension [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 Rest In Walk No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 12, Clearance Lost Time [s] "" 2.0 0.0 2.0 2.0 "" "" 2.0 0.0 0.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ^' I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C L C C C C, Cycle Length [s] 100 100 100 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U. _ 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 38 38 25 67 25 25 g / C, Green / Cycle 0.38 0.38 0.25 0.67 0.25 0.25 (v / s)_i Volume / Saturation Flow Rate 0.30 0.29 0.26 0.26 0.19 0.15 s, saturation flow rate [veh/h] 3560 1854 2912 5094 1781 1617 c, Capacity [veh/h] 1353 704 728 3413 445 404 d1, Uniform Delay [s] 27.58 27.11 37.50 7.40 34.64 33.12 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 4.98 7.80 46.58 0.34 1 11.17 1 6.53 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.80 0.77 1.05 0.39 0.75 0.60 d, Delay for Lane Group [sNeh] 32.56 34.91 84.08 7.75 45.81 39.66 Lane Group LOS C C F A D D Critical Lane Group Yes No Yes No Yes No 50th-Percentile Queue Length [vehAn] 12.04 12.44 13.42 3.94 8.79 5.89 50th-Percentile Queue Length [ftAn] 300.97 311.03 335.59 98.59 219.68 147.29 95th-Percentile Queue Length [vehAn] 17.73 18.23 19.96 7.10 13.65 9.87 95th-Percentile Queue Length [ftAn] 443.23 455.64 498.91 177.46 341.22 246.81 Scenario 13: 13 HCM - EX WP PM Santa Ana Main Place Kimley-Horn 12/12/2018 oa.a.ad th =® MoRement Approach A A Approach Delay CASH 3334 3535 yes, 0. ALI Intersection D All CASH el Intersection VIC 0 we Other Cases nVialk mi Effectiontak Time Is] an an an an Sequence ®s®®sssssssssssse ®seesssssssssssse APPENDIX B-3 INTERSECTION ANALYSIS WORKSHEETS - EXISTING PLUS CURRENT PROJECT ENTITLEMENTS Generated with Version 6.00-00 Santa Ana MainPlace Vistro File: K:\...\Sta Ana Main Place_2000 ENT_AM.vistro Scenario 2 EX + REM ENT AM Report File: K:\...\2 - EX+ REM ENT AM.pdf 12/12/2018 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Main St / Chapman Ave Signalized ICU 1 SB Thru 0.842 - D 2 Bedford Rd / La Veta Ave Signalized ICU 1 EB Thru 0.724 - C 3 Main St / La Veta Ave Signalized ICU 1 SB Right 0.658 - B 4 La Veta Ave / SR-22 WB Signalized ICU 1 NB Left 0.608 - B Ramps 5 Bedford Rd / MainPlace Dr All -way stop HCM 2010 SB Right 0.658 13.9 B 6 Main St / MainPlace Dr_Town Signalized ICU 1 SB Thru 0.584 - A and Country 7 Town and Country / SR-22 EB Signalized ICU 1 SB Right 0.590 - A Ramps 8 Main St / Mall Entrance —City Signalized ICU 1 SB Right 0.505 - A Place Dr 9 Broadway / MainPlace Dr Signalized ICU 1 NB Right 0.553 - A 10 Main St / MainPlace Signalized ICU 1 SB Thru 0.540 - A Dr Memory Ln 11 Lawson Way / Memory Ln Signalized ICU 1 SB Right 0.320 - A 12 Broadway / 1-5 NB Off Ramps Signalized ICU 1 SB Thru 0.328 - A 13 Main St / Edgewood Rd 1-5 Signalized ICU 1 SB Thru 0.673 B HOV Ramps 14 Broadway / 1-5 SB Off Ramp Two-way stop HCM 6th Edition EB Right 1.427 221.0 F 15 Broadway / Santa Clara Ave Signalized ICU 1 SB Thru 0.937 - E 16 Main St / Santa Clara Ave-1-5 Signalized ICU 1 NB Right 0.852 - D NB Ramps 17 Broadway / Buffalo Ave Signalized ICU 1 SB Right 0.508 - A 18 Main St /Buffalo Ave 1-5 SB Signalized ICU 1 SB Thru 0.611 - B Ramps 19 Broadway / 17th St Signalized ICU 1 SB Thru 0.778 - C 20 Main St / 17th St Signalized ICU 1 SB Thru 0.807 - D 21 Parker St / La Veta Ave Signalized ICU 1 EB Thru 0.598 - A 22 Parker St / Town and Country Signalized ICU 1 SB Thru 0.427 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Scenario 2: 2 EX+ REM ENTAM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 1: Main St / Chapman Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.842 Intersection Setup Name Main St Main St Chapman Ave Chapman Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 #1 11 r #1 11 r #1 11 r #1 11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Chapman Ave Chapman Ave Base Volume Input [veh/h] 196 463 108 102 855 142 143 566 371 235 429 72 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 18 20 25 0 83 0 0 0 65 100 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 214 483 133 102 938 142 143 566 436 335 429 72 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 54 121 33 26 235 36 36 142 109 84 107 18 Total Analysis Volume [veh/h] 214 1 483 1 133 102 938 142 143 566 436 335 429 72 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 8 1 7 1 4 14 Auxiliary Signal Groups 2 8 4 Lead/Lag Lead I- - Lead I - I Lead I I - I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 1 0.14 1 0.08 1 0.06 1 0.28 1 0.08 1 0.08 1 0.17 1 0.26 1 0.20 1 0.13 1 0.04 Intersection LOS D Intersection V/C 0.842 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2: Bedford Rd / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.724 Intersection Setup Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration i r r r IF A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 i2.0, 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Base Volume Input [veh/h] 26 0 40 0 0 11 0 1035 301 194 322 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.^^ ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 7 0 58 0 0 60 104 141 0 0 Diverted Trips [veh/h] 0 0 0 n 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 33 0 98 11 0 1095 405 335 322 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 8 0 25 0 0 3 0 274 101 84 81 1 Total Analysis Volume [veh/h] 33 1 0 1 98 0 0 11 0 1095 405 335 322 2 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss 'ermiss Permiss Pennis=_ Permiss Permiss Permiss Permiss Protecte Permiss Permiss Signal group 5 6 8 7 4 0 Auxiliary Signal Groups Lead/Lag Lead Lead - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.0( 1 0.03 1 00 1 0.00 1 0.01 1 0.0( 1 0.44 1 0.44 1 0.20 1 0.10 1 0.10 Intersection LOS C Intersection V/C 0.724 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 3: Main St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.658 Intersection Setup Name Main St Main St La Veta Ave La Veta Ave Approach Northbound Southbo1unndd Eastbound Westbound Lane Configuration 1�llir 41#111 11 #1#11111 1y #1#1111 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St La Veta Ave La Veta Ave Base Volume Input [veh/h] 97 636 285 171 976 204 339 510 222 315 314 221 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 57 52 0 216 79 20 38 60 117 62 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 97 693 337 171 1192 283 359 548 282 432 376 221 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 173 84 43 298 71 90 137 71 108 94 55 Total Analysis Volume [veh/h] 97 1 693 1 337 171 1192 283 359 548 282 432 376 221 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 1 7 1 4 14 Auxiliary Signal Groups 2 4 Lead/Lag Lead I -I ILead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.14 1 0.20 1 0.05 1 0.29 1 0.29 1 0.11 1 0.16 1 0.16 1 0.13 1 0.11 1 0.13 Intersection LOS B Intersection V/C 0.658 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.608 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 873 459 367 301 429 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 131 0 13 0 49 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 1004 459 380 301 478 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 251 115 95 75 120 Total Analysis Volume [veh/h] 1004 459 380 301 478 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Protected Permissive Signal group 5 8 7 4 Auxiliary Signal Groups Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.30 0.27 0.07 0.18 0.09 Intersection LOS B Intersection V/C 0.608 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 5: Bedford Rd / Main Place Or Control Type: All -way stop Delay (sec /veh): 13.9 Analysis Method: HCM 2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.658 Intersection Setup Name Bedford Rd Bedford Rd Main Place Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 1 -1'-- A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 I 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd Main Place Dr Base Volume Input [veh/h] 0 2 1 140 13 220 89 17 2 3 30 73 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 30 0 6 142 97 32 0 0 0 0 3 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 0 32 1 146 155 317 121 17 2 3 30 76 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 8 0 37 39 79 30 4 1 1 8 19 Total Analysis Volume [veh/h] 0 32 1 146 155 317 121 17 2 3 30 76 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Lanes Capacity per Entry Lane [veh/h] 545 609 602 718 504 542 607 494 1 531 1 594 Degree of Utilization, x 0.06 0.00 0.24 0.66 0.24 0.03 0.00 0.01 0.06 0.13 Movement, Approach, & Intersection Results 95th-Percentile Queue Length [veh] 0.19 0.00 0.95 4.97 0.93 0.10 0.01 0.02 0.18 0.44 95th-Percentile Queue Length [ft] 4.67 0.12 23.64 124.14 23.28 1 2.43 1 0.25 0.46 1 4.48 1 10.93 Approach Delay [stveh] 9.69 15.36 11.74 9.72 Approach LOS A C B A Intersection Delay [s/veh] 13.90 Intersection LOS B Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 6: Main St / Main Place Dr -Tom and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.584 Intersection Setup Name Main St Main St Main Place Dr Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration 1411111- #1#1111r #111r #111rr Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Main Place Dr Town and Country Base Volume Input [veh/h] 35 762 125 238 1178 40 18 56 72 254 55 448 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 181 52 4 0 181 213 57 17 44 9 100 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 216 814 129 238 1359 253 75 73 116 263 155 448 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 54 204 32 60 340 63 19 18 29 66 39 112 Total Analysis Volume [veh/h] 216 1 814 1 129 238 1359 253 75 73 116 263 155 448 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Overlap Split I Split I Split I Split I Split I Split Signal group 5 2 0 1 1 6 1 6 1 1 8 1 0 1 0 1 4 Auxiliary Signal Groups 1 1 6 Lead/Lag Lead - - Lead I - I- - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 1 0.16 1 0.08 1 0.07 1 0.27 1 0.15 1 0.02 1 0.03 1 0.07 1 0.08 1 0.08 1 0.13 Intersection LOS A Intersection V/C 0.584 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.590 Intersection Setup Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes No Volumes Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Base Volume Input [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 13 0 0 72 109 20 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 29 145 24 316 396 751 269 89 99 62 65 110 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 7 36 6 79 99 188 67 22 25 16 16 28 Total Analysis Volume [veh/h] 29 1 145 1 24 316 396 751 269 89 99 62 65 110 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group 2 6 3 8 7 4 0 Auxiliary Signal Groups Lead/Lag - - Lead Lead - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.05 1 0.05 1 0.19 1 0.34 1 0.34 1 0.08 1 0.05 1 0.06 1 0.04 1 0.02 1 0.07 Intersection LOS A Intersection V/C 0.590 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 8: Main St / Mall Entrance -City Place Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.505 Intersection Setup Name Main St Main St Mall Entrance City Place Dr Approach Northbound Southlbouuunrd Eastb}ound Westbound Lane Configuration 1#11 1 1 1 1 1 1 1 #11ou #11ou Turning Movement Left Thru Right Left Thru Right Left Thru I Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100 od 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Mall Entrance City Place Dr Base Volume Input [veh/h] 2 867 48 39 1456 3 0 0 3 15 0 58 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 152 211 3 5 102 91 25 10 31 9 41 15 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 154 1078 51 44 1558 94 25 10 34 24 41 73 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 39 270 13 11 390 24 6 3 9 6 10 18 Total Analysis Volume [veh/h] 154 1 1078 1 51 44 1558 94 25 10 34 24 41 73 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 10 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I I I El Lead/Lag Lead - Lead I - I I Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 1 0.17 1 0.17 1 0.03 1 0.32 1 0.32 1 0.01 1 0.03 1 0.03 1 0.01 1 0.07 1 0.07 Intersection LOS A Intersection V/C 0.505 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 9: Broadway / MainPlace Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.553 Intersection Setup Name Broadway Broadway MainPlace Dr MainPlace Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 11 r A l A 1 I r A1 A11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway MainPlace Dr MainPlace Dr Base Volume Input [veh/h] 100 69 333 19 56 3 1 13 178 465 7 16 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 147 168 0 41 35 0 0 39 21 0 106 97 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 247 237 333 60 91 3 1 52 199 465 113 113 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 62 59 83 15 23 1 0 13 50 116 28 28 Total Analysis Volume [veh/h] 247 1 237 1 333 60 1 91 3 1 52 199 465 113 113 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 2 1 6 'l 3 8 7 4 Auxiliary Signal Groups 2 1 El Lead/Lag Lead ILead - Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.15 1 0.07 1 0.20 1 0.04 1 0.03 1 0.03 1 0.00 1 0.02 1 0.12 1 0.14 1 0.07 1 0.07 Intersection LOS A Intersection V/C 0.553 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 10: Main St / MainPlace Dr -Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.540 Intersection Setup Name Main St Main St MainPlace Dr Memory Ln Approach Northbound Southbounn*d Eastbound Westbound Lane Configuration A A 1 1 F 1 1Thru 41#1 1 1 1 1 1Thru 1 #1#1 1 1 1 1 1Thru 1 #1#1 1 11 1 1Thru Turning Movement Left Right Left Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St MainPlace Dr Memory Ln Base Volume Input [veh/h] 22 731 246 25 1218 267 131 188 27 199 211 11 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 95 333 0 0 98 21 33 18 29 0 88 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 117 1064 246 25 1316 288 164 206 56 199 299 11 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 29 266 62 6 329 72 41 52 14 50 75 3 Total Analysis Volume [veh/h] 117 1 1064 246 25 1316 288 164 206 56 199 299 11 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.26 1 0.26 1 0.01 1 0.31 1 0.31 1 0.05 1 0.05 1 0.05 1 0.06 1 0.09 1 0.01 Intersection LOS A Intersection V/C 0.540 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 11: Lawson Way / Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.320 Intersection Setup Name Lawson Way Lawson Way Memory Ln Approach Northbound Southbound Eastbound Westbound Lane Configuration A F A 1 r A A 1 1 r 1 1Thru A 1 1 F 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Thru1 Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Lawson Way Lawson Way Memory Ln Base Volume Input [veh/h] 0 1 1 18 1 155 209 250 2 0 315 6 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 72 13 5 0 0 16 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 0 1 1 18 1 227 222 255 2 0 331 6 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 0 5 0 57 56 64 1 0 83 2 Total Analysis Volume [veh/h] 0 1 1 1 18 1 227 222 255 2 0 331 6 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Permiss Permiss Permiss Permiss Permiss Permiss Signal group 2 6 8 0 4 Auxiliary Signal Groups Lead / Lag - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.00 1 0.00 1 0.01 1 0.00 1 0.13 1 0.07 1 0.08 1 0.00 1 0.00 1 0.07 1 0.07 Intersection LOS A Intersection V/C 0.320 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.328 Intersection Setup Name Broadway Broadway 1-5 NB Oft Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Oft Ramps Base Volume Input [veh/h] 442 702 ' 112 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 241 56 74 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 683 758 186 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 171 190 47 Total Analysis Volume [veh/h] 683 758 186 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.20 0.22 0.05 Intersection LOS A Intersection V/C 0.328 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.673 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 271 0 20 l 105 1 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Total Hourly Volume [veh/h] 54 669 0 107 89 0 1385 31 9 0 4 80 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 14 167 0 27 22 0 346 8 2 0 1 20 Total Analysis Volume [veh/h] 54 669 0 107 89 0 1385 31 9 0 4 80 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 0 1 1 1 0 1 6 1 f 8 Auxiliary Signal Groups Lead/Lag Lead I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.15 1 0.00 1 0.15 1 0.05 1 0.00 1 0.27 1 0.02 1 0.01 1 0.00 1 0.01 1 0.05 Intersection LOS B Intersection V/C 0.673 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 98 0 12 106 u 0 631 15 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 83 73 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 98 12 189 U 0 704 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 25 3 47 0 0 176 4 Total Analysis Volume [veh/h] 98 12 189 0 0 704 15 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permis� Permissive Permissive S Split Split Signal group 0 4 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 0.06 0.12 0.21 0.21 Intersection LOS B Intersection V/C 0.673 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 14: Broadway / 1-5 SB Off Ramp Control Type: Two-way stop Delay (sec /veh): 221.0 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.427 Intersection Setup Name Broadway Broadway 1-5 SB Oft Ramp Approach Northbound Southbound Eastbound Lane Configuration 11 I I 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] ,,,,,.,,,, 100. 10.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 SB Oft Ramp Base Volume Input [veh/h] 458 704 ' 817 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 241 56 65 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 699 760 882 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 175 190 221 Total Analysis Volume [veh/h] u 699 760 882 Pedestrian Volume [ped/h] 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] J 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.0 I.01 1.43 d_M, Delay for Movement[stveh] 0.0L I.00 221.00 Movement LOS A A F 95th-Percentile Queue Length [vehAn] 0.00 0.00 41.07 95th-Percentile Queue Length [ftAn] 0.00 0.00 1026.74 d_A, Approach Delay [s/veh] 0.00 0.00 221.00 Approach LOS A A F d_I, Intersection Delay [s/veh] 83.27 Intersection LOS F Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 15: Broadway / Santa Clara Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity (v/c): 0.937 Intersection Setup Name Broadway Broadway Santa Clara Ave Santa Clara Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration IF III T Ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00100 .00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Santa Clara Ave Santa Clara Ave Base Volume Input [veh/h] 0 312 359 51 1412 0 105 286 175 94 0 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Site -Generated Trips [veh/h] ] 150 0 67 54 l 75 40 0 0 I 16 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Total Hourly Volume [veh/h] 0 462 359 118 1466 0 180 326 175 94 0 20 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 116 90 30 367 0 45 82 44 24 0 5 Total Analysis Volume [veh/h] 'l 462 359 118 1466 0 180 326 175 94 0 20 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Split I Split I Split I Split Permiss Split Signal group 1 1 6 0 0 8 7 0 0 Auxiliary Signal Groups Lead/Lag I Lead - Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.24 1 0.24 1 0.07 1 0.43 1 0.00 1 0.11 1 0.40 1 0.40 1 0.06 1 0.00 1 0.01 Intersection LOS E Intersection V/C 0.937 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.852 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 11 0 406 719 58 1377 0 96 107 0 420 146 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 16 0 166 0 17 89 0 0 105 1 1 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 27 0 572 719 75 1466 0 96 212 0 421 147 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1 1.0000 Total 15-Minute Volume [veh/h] 7 0 143 180 19 367 0 24 53 0 105 1 37 Total Analysis Volume [veh/h] 27 1 0 1 572 1 719 75 1 1466 0 96 212 0 421 147 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 1 1 6 1 0 1 1 1 1 8 Auxiliary Signal Groups Lead/Lag Lead Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 1 0.00 1 0.11 1 0.45 1 0.02 1 0.31 1 0.00 1 0.31 1 0.12 1 0.00 1 0.17 1 0.17 Intersection LOS D Intersection V/C 0.852 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name 1-5 SB Off Ramps Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Right Right Left2 Left Right Right2 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes Yes Volumes Name 1-5 SB Off Ramps Base Volume Input [veh/h] U 0 0 515 35 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Total Hourly Volume [veh/h] U U 0 _ 515 35 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 1 129 9 Total Analysis Volume [veh/h] 0 515 35 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.16 0.16 Intersection LOS D Intersection V/C 0.852 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 17: Broadway / Buffalo Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.508 Intersection Setup Name Broadway Broadway Driveway Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 411 H 41 1 H T r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Driveway Buffalo Ave Base Volume Input [veh/h] 7 665 154 238 1477 8 2 3 2 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Site -Generated Trips [veh/h] 0 150 0 5 49 0 0 0 0 I - Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 7 815 154 243 1526 8 2 3 2 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 204 39 61 382 2 1 1 1 0 0 Total Analysis Volume [veh/h] 7 1 815 1 154 243 1526 8 2 3 2 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 5 2 1 1 6 1'l 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag Lead - Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.29 1 0.29 1 0.14 1 0.45 1 0.45 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 Intersection LOS A Intersection V/C 0.508 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.611 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 1 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 I 0 Site -Generated Trips [veh/h] ] 182 0 33 58 l 0 5 0 I - Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 0 1200 30 673 1455 0 114 214 44 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 300 8 168 364 0 29 54 11 0 0 Total Analysis Volume [veh/h] 'l 1200 1 30 673 1455 0 114 214 44 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 1 1 6 1 0 1 0 1 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag - - Lead I I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.24 1 0.24 1 0.20 1 0.29 1 0.00 1 0.07 1 0.11 1 0.11 1 0.00 1 0.00 1 0.00 Intersection LOS B Intersection V/C 0.611 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 19: Broadway / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.778 Intersection Setup Name Broadway Broadway 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration � 1 H A 1, r A A 1 1 F 1 1Thru 1 A A 1 1 F 1 1Thru 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway 17th St 17th St Base Volume Input [veh/h] 132 639 142 172 1063 122 172 1080 74 295 1251 52 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 100 0 0 25 24 33 0 0 0 12 17 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 132 739 142 172 1088 146 205 1080 74 295 1263 69 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 33 185 36 43 272 37 51 270 19 74 316 17 Total Analysis Volume [veh/h] 132 1 739 1 142 172 1088 146 205 1080 74 295 1263 69 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 1 0.26 1 0.26 1 0.10 1 0.32 1 0.09 1 0.06 1 0.23 1 0.23 1 0.09 1 0.26 1 0.26 Intersection LOS C Intersection V/C 0.778 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 20: Main St / 17th St Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.807 Intersection Setup Name Main St Main St 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration #1#111r #1#11F #1#111F #1#111F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St 17th St 17th St Base Volume Input [veh/h] 152 860 169 149 1105 96 131 1196 73 308 1315 31 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 100 0 14 25 12 0 0 0 0 17 49 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 152 960 169 163 1130 108 131 1196 73 308 1332 80 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 38 240 42 41 283 27 33 299 18 77 333 20 Total Analysis Volume [veh/h] 152 1 960 1 169 163 1130 108 131 1196 73 308 1332 80 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.28 1 0.11 1 0.05 1 0.36 1 0.36 1 0.04 1 0.25 1 0.25 1 0.09 1 0.28 1 0.28 Intersection LOS D Intersection V/C 0.807 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 21: Parker St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.598 Intersection Setup Name Parker St Parker St La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration A r -1 r A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100,00T00.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100T Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St La Veta Ave La Veta Ave Base Volume Input [veh/h] 155 0 172 60 0 42 30 309 476 280 429 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 5 0 0 0 13 0 16 49 0 Diverted Trips [veh/h] 0 0 0 0 r 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 155 0 177 60 0 42 30 322 476 296 478 33 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 39 0 44 15 0 11 8 81 119 74 120 8 Total Analysis Volume [veh/h] 155 1 0 1 177 60 1 0 42 30 322 476 296 478 33 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Penn iss Permiss Permiss Parr Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 1 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I El Lead/Lag Lead - Lead Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 1 0.00 1 0.10 1 0.04 1 0.00 1 0.02 1 0.02 1 0.23 1 0.23 1 0.17 1 0.15 1 0.15 Intersection LOS A Intersection V/C 0.598 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 22: Parker St / Town and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.427 Intersection Setup Name Parker St Parker St Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration #111 #11 r A 1 r A F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St Town and Country Town and Country Base Volume Input [veh/h] 34 162 24 30 391 231 173 138 42 4 13 14 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 5 0 0 16 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 34 167 24 30 407 231 173 138 42 4 13 14 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 9 42 6 8 102 58 43 35 11 1 3 4 Total Analysis Volume [veh/h] 34 1 167 1 24 30 407 231 173 138 42 4 13 14 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal group 0 2 6 'l 8 0 4 Auxiliary Signal Groups Lead / Lag - - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 1 0.10 1 0.01 1 0.02 1 0.24 1 0.14 1 0.10 1 0.08 1 0.02 1 0.00 1 0.02 1 0.02 Intersection LOS A Intersection V/C 0.427 Scenario 2: 2 EX+ REM ENTAM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): 25.1 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.000 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration r Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 No. of Lanes in Pocket 0 0 Pocket Length [ft] 100.00 ,,,. ,.,,,, 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Curb Present No No Crosswalk Yes No Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 873 45 250 Base Volume Adjustment Factor 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 131 77 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 0 Total Hourly Volume [veh/h] 1004 327 Peak Hour Factor 0.9400 0.9400 Other Adjustment Factor 1.0000 1.0000 Total 15-Minute Volume [veh/h] 267 87 Total Analysis Volume [veh/h] 1068 348 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] ' Local Bus Stopping Rate [/h] 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permissive nissive Permissive Signal group 5 0 Auxiliary Signal Groups Lead / Lag Lead Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 36 Vehicle Extension [s] 3.0 Walk [s] 5 Pedestrian Clearance [s] 10 Rest In Walk No 11, Start -Up Lost Time [s] 2.0 12, Clearance Lost Time [s] 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] C Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C, Cycle Length [s] 80 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 32 g / C, Green / Cycle 0.40 (v / s)_i Volume / Saturation Flow Rate 0.31 s, saturation flow rate [veh/h] 3459 c, Capacity [veh/h] 1383 d1, Uniform Delay [s] 20.83 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 4.23 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.77 d, Delay for Lane Group [sNeh] 25.06 Lane Group LOS C Critical Lane Group No 50th-Percentile Queue Length [vehAn] 8.89 50th-Percentile Queue Length [ftAn] 222.14 95th-Percentile Queue Length [vehAn] 13.77 95th-Percentile Queue Length [ftAn] 344.36 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad ENT =® MoRement Approach Intersection VIC 0 POP Other Cases a A Saturation F low A ate of the bicycle Ian CROP CROP CROP Sequence ®®sesssssssssssse ®esesssssssssssse ®esesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): 50.7 Analysis Method: HCM 6th Edition Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.633 Intersection Setup Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 C 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No No Crosswalk Yes Yes Yes No Volumes Name Lawson Way SR-22 EB Ramps Town and Country Town and Country Base Volume Input [veh/h] 29 132 24 316 324 642 249 89 99 62 65 110 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 13 0 0 72 109 20 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 29 145 24 316 396 751 269 89 99 62 65 110 Peak Hour Factor 0.9500 0.9500 1.0000 1.0000 0.9500 0.9500 0.9500 1.0000 0.9500 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 8 38 6 79 104 198 71 22 26 16 16 28 Total Analysis Volume [veh/h] 31 153 24 316 417 791 283 89 104 62 65 110 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 0 0 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 0 1 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 1 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 1 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group J 2 0 6 J 3 8 0 7 4 Auxiliary Signal Groups Lead/Lag - Lead Lead - Minimum Green [s] ] 5 5 J 5 5 5 5 Maximum Green [s] ] 30 0 30 J 30 30 0 30 30 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 Split [s] 0 17 0 0 33 0 11 19 0 11 19 Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 Walk [s] 0 5 0 0 5 0 0 5 n 0 5 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 10 _ Rest In Walk No No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 12, Clearance Lost Time [s] "" 2.0 0.0 0.0 2.0 "" 2.0 2.0 0.0 2.0 2.0 Minimum Recall No No No No No No Maximum Recall No No No No No No Pedestrian Recall No No No No No No Detector Location [ft] 0.0 0.0 0.0 u.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u.c Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C C L C R L C R L C R C, Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 80 80 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 13 13 13 29 29 29 7 15 15 7 15 15 g / C, Green / Cycle 0.16 0.16 0.16 0.36 0.36 0.36 0.09 0.19 0.19 0.09 0.19 0.19 (v / s)_i Volume / Saturation Flow Rate 0.02 0.05 0.05 0.18 0.34 0.38 0.08 0.05 0.07 0.04 0.02 0.08 s, saturation flow rate [veh/h] 1781 1870 1784 1781 1773 1589 3459 1870 1589 1500 3560 1339 c, Capacity[veh/h] 289 304 290 646 643 576 303 351 298 131 668 251 d1, Uniform Delay [s] 28.55 29.46 29.51 19.76 24.65 25.50 36.27 27.73 28.25 34.74 26.90 28.77 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 0.74 2.45 2.67 2.64 23.42 50.76 37.52 1.74 3.20 11.71 0.29 5.48 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1 1.00 1 1.00 1 1.00 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 Lane Group Results X, volume / capacity 0.11 0.29 0.30 0.49 0.94 1.05 0.94 0.25 0.35 0.47 0.10 0.44 d, Delay for Lane Group [sNeh] 29.30 31.91 32.18 22.41 48.08 76.26 73.80 29.46 31.46 46.45 27.19 34.25 Lane Group LOS C C C C D F E C C D C C Critical Lane Group No No Yes No No Yes Yes No No No No Yes 50th-Percentile Queue Length [vehAn] 0.56 1.68 1.67 4.81 14.52 18.32 4.26 1.59 1.95 1.55 0.53 2.20 50th-Percentile Queue Length [ftAn] 13.90 42.04 41.64 120.21 362.94 458.02 106.44 39.67 48.83 38.79 13.23 55.00 95th-Percentile Queue Length [vehAn] 1.00 3.03 3.00 8.40 20.77 26.16 7.64 2.86 3.52 2.79 0.95 3.96 95th-Percentile Queue Length [ftAn] 25.02 75.67 74.95 210.11 519.16 653.89 191.04 71.41 87.90 69.82 23.81 99.01 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad ENT =® MoRement Approach Intersection VIC 0 Of Other Cases Sequence ii®se®®ssssssssssse ii®sesessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): 8.3 Analysis Method: HCM 6th Edition Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.344 Intersection Setup Name Broadway Broadway 1-5 NB Oft Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Oft Ramps Base Volume Input [veh/h] 442 0 702 112 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 241 56 74 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 683 758 186 Peak Hour Factor 0.8800 0.8800 0.8800 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 194 215 53 Total Analysis Volume [veh/h] 776 861 211 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ _ Local Bus Stopping Rate [/h] 0 u 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 8.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 5 5 Maximum Green [s] 30 30 30 Amber [s] 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 Split [s] 80 80 20 Vehicle Extension [s] 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 Minimum Recall No No No Maximum Recall No No No Pedestrian Recall No No No Detector Location [ft] C 0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C R C, Cycle Length [s] 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 76 76 16 g / C, Green / Cycle 0.76 0.76 0.16 (v / s)_i Volume / Saturation Flow Rate 0.22 0.24 0.07 s, saturation flow rate [veh/h] 3560 3560 2813 c, Capacity [veh/h] 2706 2706 450 d1, Uniform Delay [s] 3.68 3.80 38.14 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 0.27 0.31 3.48 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.29 0.32 0.47 d, Delay for Lane Group [sNeh] 3.95 4.11 41.62 Lane Group LOS A A D Critical Lane Group No Yes Yes 50th-Percentile Queue Length [vehAn] 1.98 2.26 2.55 50th-Percentile Queue Length [ftAn] 49.43 56.61 63.74 95th-Percentile Queue Length [vehAn] 3.56 4.08 4.59 95th-Percentile Queue Length [ftAn] 88.97 10789 114.74 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad Fifth =® MoRement Approach Other Cases a A Saturation Flow Rate ofthe bicycle Ian CROP CROP CROP Sequent i®®®ssssssssssssse ii®eessssssssssssse i®eessssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): 46.0 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.871 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 54 398 0 107 69 0 1280 30 9 0 4 80 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 271 0 20 l 105 1 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 ( l 0 0 0 0 Total Hourly Volume [veh/h] 54 669 107 89 l 1385 31 9 4 80 Peak Hour Factor 0.9500 0.9500 1.000u 0.9500 0.9500 1.0000 0.9500 0.9500 0.9500 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 14 176 r 28 23 'l 364 8 2 ( 1 21 Total Analysis Volume [veh/h] 57 704 113 94 1458 33 9 4 84 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 2 o 0 1 0 6 f 0 8 Auxiliary Signal Groups Lead/Lag Lead - Lead - Minimum Green [s] 5 5 5 l 5 5 Maximum Green [s] 30 30 0 30 J 30 30 Amber [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 1.0 Split [s] 9 37 0 0 12 0 40 0 0 19 Vehicle Extension [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 3.0 Walk [s] 0 5 0 0 0 0 5 0 _ 0 5 Pedestrian Clearance [s] 0 10 0 0 0 0 10 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No I No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C L C R C R C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.01 2.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 33 8 36 36 15 15 g / C, Green / Cycle 0.05 0.30 0.07 0.33 1 0.33 0.14 0.14 (v / s)_i Volume / Saturation Flow Rate 0.02 0.16 0.05 0.29 0.02 0.01 0.05 Total Saturation Flow Adjustment 0.90 0.87 0.93 0.89 0.83 0.82 0.83 s, saturation flow rate [veh/h] 3437 4969 1770 5074 1583 1557 1583 c, Capacity [veh/h] 156 1491 129 1661 518 212 216 d1, Uniform Delay [s] 50.96 32.25 49.94 34.93 25.42 41.37 43.32 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 6.47 1.45 30.31 6.93 0.24 0.55 5.21 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.36 0.55 0.73 0.88 0.06 0.06 0.39 d, Delay for Lane Group [sNeh] 57.43 33.71 80.26 41.85 25.66 41.92 48.53 Lane Group LOS E C F D C D D Critical Lane Group Yes No No Yes No No No 50th-Percentile Queue Length [vehAn] 1.00 8.69 3.54 19.94 0.75 0.37 2.62 50th-Percentile Queue Length [ftAn] 24.93 217.24 88.47 498.60 18.73 9.37 65.56 95th-Percentile Queue Length [vehAn] .41 20.32 15.43 7.41 32.28 1.84 0.95 5. 95th-Percentile Queue Length [ftAn] 6 385.79 18715 806.99 46.09 23.69 14375 .69 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 57.43 33.71 0.00 33.71 80.26 0.00 41.85 25.66 41.92 0.00 41.92 48.53 Movement LOS E C C F D I C D I D I D d_A, Approach Delay [s/veh] 35.25 43.79 47.65 Approach LOS D D D d_I, Intersection Delay [s/veh] 45.96 Intersection LOS D Intersection V/C 0.871 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 98 0 12 106 0 0 750 15 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 83 73 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 Total Hourly Volume [veh/h] 98 12 189 823 15 Peak Hour Factor 0.9500 0.9500 0.9500 1.0000 1.000U 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 26 3 50 0 0 217 4 Total Analysis Volume [veh/h] 103 13 199 0 866 16 Presence of On -Street Parking No No No No On -Street Parking Maneuver Rate [/h] 0 0 r I Local Bus Stopping Rate [/h] 0 0 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Permissive Permissive Permissive Split Split Split Signal group 4 0 9 Auxiliary Signal Groups Lead / Lag - Minimum Green [s] 5 5 Maximum Green [s] 30 30 Amber [s] 3.0 3.0 All red [s] 1.0 1.0 Split [s] 19 42 Vehicle Extension [s] 3.0 0.0 3.0 Walk [s] 5 n 0 5 Pedestrian Clearance [s] 10 0 10 11, Start -Up Lost Time [s] 2.0 0.0 2.0 12, Clearance Lost Time [s] 2.0 0.0 2.0 Minimum Recall No No Maximum Recall No No Pedestrian Recall No No Detector Location [ft] O.0 0.0 0.0 Detector Length [ft] O.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C R R C, Cycle Length [s] 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 2.00 0.1 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 15 15 38 g / C, Green / Cycle 0.14 0.14 0.35 (v / s)_i Volume / Saturation Flow Rate 0.08 0.13 0.31 Total Saturation Flow Adjustment 0.73 0.83 0.74 s, saturation flow rate [veh/h] 1379 1583 2803 c, Capacity [veh/h] 188 216 968 d1, Uniform Delay [s] 44.79 46.92 34.39 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 14.25 43.77 14.08 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.62 0.92 0.91 d, Delay for Lane Group [sNeh] 59.04 90.69 48.47 Lane Group LOS E F D Critical Lane Group No Yes Yes 50th-Percentile Queue Length [vehAn] 3.96 8.46 19.43 50th-Percentile Queue Length [ftAn] 98.94 211.41 485.84 95th-Percentile Queue Length [vehAn] 8.13 15.09 31.49 95th-Percentile Queue Length [ftAn] 20714 377.21 787.32 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.Aad AND =® MoRement Approach Sequence ®®®®®ssssssssssse ®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): 37.5 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.839 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [it] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [it] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 11 0 406 719 58 1377 0 96 107 0 420 146 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 16 0 166 0 17 89 0 0 105 1 1 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 J 0 0 0 0 Total Hourly Volume [veh/h] 27 0 572 719 75 1466 0 96 212 ( 421 147 Peak Hour Factor 0.9500 1.0000 0.9500 0.9500 0.9500 0.9500 1.0000 0.9500 0.9500 1.0( 0.9500 0.9500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 7 0 151 189 20 386 0 25 56 ( 111 39 Total Analysis Volume [veh/h] 28 602 757 79 1543 101 223 443 155 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 0 2 0 1 6 0 f 0 8 Auxiliary Signal Groups Lead/Lag Lead Lead - - Minimum Green [s] 5 5 5 5 0 5 Maximum Green [s] 30 30 0 30 30 0 30 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 0.0 1.0 Split [s] 9 74 0 9 43 0 0 0 27 Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 0.0 3.0 Walk [s] 0 0 5 0 0 5 0 0 _ 0 5 Pedestrian Clearance [s] 0 0 10 0 10 0 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C R L C L C C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U.UU 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 70 70 5 39 23 23 g / C, Green / Cycle 0.05 0.64 0.64 0.05 0.35 0.21 0.21 (v / s)_i Volume / Saturation Flow Rate 0.01 0.12 0.48 0.02 0.33 0.13 0.18 Total Saturation Flow Adjustment 0.90 0.89 0.83 0.90 0.88 0.93 0.90 s, saturation flow rate [veh/h] 3437 5074 1583 3437 5027 1770 3409 c, Capacity [veh/h] 156 3229 1008 156 1782 370 713 d1, Uniform Delay [s] 50.53 8.25 13.94 51.29 34.05 39.37 41.72 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 2.50 0.13 5.16 11.22 9.44 7.10 11.38 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.18 0.19 0.75 0.51 0.92 0.60 0.84 d, Delay for Lane Group [sNeh] 53.02 8.38 19.09 62.52 43.49 46.46 53.10 Lane Group LOS D A B E D D D Critical Lane Group Yes No No No Yes No Yes 50th-Percentile Queue Length [vehAn] 0.47 3.12 19.70 1.44 23.66 7.11 11.77 50th-Percentile Queue Length [ftAn] 11.82 78.11 492.47 35.88 591.59 177.79 294.33 95th-Percentile Queue Length [vehAn] 1.19 6.67 31.90 3.37 38.07 13.09 1995. 95th-Percentile Queue Length [ftAn] 29.67 166.79 797.53 84.33 951.75 327.34 498.86 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 53.02 i.00 8.38 19.09 62.52 43.49 0.0( 43.49 46.46 I 53.10 53.10 Movement LOS D A B E D I ID D I D I D d_A, Approach Delay [s/veh] 15.13 44.36 51.30 Approach LOS B D D d_I, Intersection Delay [s/veh] 37.54 Intersection LOS D Intersection V/C 0.839 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Setup Name 1-5 SB Off Ramps Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Right Right Left2 Left Right Right2 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes Yes Volumes Name 1-5 SB Off Ramps Base Volume Input [veh/h] 0 0 0 515 35 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 Total Hourly Volume [veh/h] 515 35 Peak Hour Factor J 1.000U 0.9500 0.9500 Other Adjustment Factor JO 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 136 9 Total Analysis Volume [veh/h] ' 542 37 Presence of On -Street Parking No No On -Street Parking Maneuver Rate [/h] u I Local Bus Stopping Rate [/h] I 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type •I Split Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 31 Vehicle Extension [s] 0.0 3.0 Walk [s] n 0 5 Pedestrian Clearance [s] 0 10 11, Start -Up Lost Time [s] 0.0 2.0 12, Clearance Lost Time [s] 0.0 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 1, Upstream Filtering Factor ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group R C, Cycle Length [s] 110 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 27 g / C, Green / Cycle 0.25 (v / s)_i Volume / Saturation Flow Rate 0.21 Total Saturation Flow Adjustment 0.74 s, saturation flow rate [veh/h] 2803 c, Capacity [veh/h] 688 d1, Uniform Delay [s] 39.47 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 11.92 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.84 d, Delay for Lane Group [sNeh] 51.39 Lane Group LOS D Critical Lane Group Yes 50th-Percentile Queue Length [vehAn] 12.18 50th-Percentile Queue Length [ftAn] 304.54 95th-Percentile Queue Length [vehAn] 20.56 95th-Percentile Queue Length [ftAn] 513.91 Scenario 14: 14 HCM - EX WP_REM ENT —AM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.Aad AND =® MoRement Approach Sequence i®o®eessssssssssse ii®sseessssssssssse i®sseessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): 23.0 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.659 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1018 30 640 1397 0 114 209 44 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.uu- Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 ]0 1.00 1.00 1.00 1.e. )0 1.00 In -Process Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 - Site -Generated Trips [veh/h] ] 182 0 33 58 l 0 5 0 1 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 u Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 1 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Right -Turn on Red Volume [veh/h] 0 0 0 0 C l 0 0 C 1 0 Total Hourly Volume [veh/h] 0 1200 30 673 1455 0 114 214 44 0 0 0 Peak Hour Factor 1.0000 0.9200 0.9200 0.9200 0.9200 1.0000 0.9200 0.9200 0.9200 1.0000 1.0000 1.00r Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 326 8 183 395 0 31 58 12 0 0 Total Analysis Volume [veh/h] 0 1304 33 732 1582 0 124 233 48 C 1 0 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 1 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 J Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 r 1 6 0 0 8 0 0 0 Auxiliary Signal Groups Lead/Lag - Lead - - Minimum Green [s] ] 5 5 5 l 0 5 1 0 Maximum Green [s] ] 30 30 30 l 0 30 1 0 Amber [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 u.0 u.0 0.0 0.0 All red [s] 0.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 Split [s] 0 39 0 37 76 0 0 24 0 0 0 0 Vehicle Extension [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 Rest In Walk No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 12, Clearance Lost Time [s] "" 2.0 0.0 2.0 2.0 "" "" 2.0 0.0 0.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ^' I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C L C C C C, Cycle Length [s] 100 100 100 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 35 35 33 72 20 20 g / C, Green / Cycle 0.35 0.35 0.33 0.72 0.20 0.20 (v / s)_i Volume / Saturation Flow Rate 0.25 0.24 0.21 0.31 0.12 0.12 s, saturation flow rate [veh/h] 3560 1846 3459 5094 1817 1630 c, Capacity [veh/h] 1246 646 1141 3668 363 326 d1, Uniform Delay [s] 28.18 27.85 28.47 5.69 36.25 36.27 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 3.53 5.94 2.77 0.37 6.77 7.60 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.72 0.69 0.64 0.43 0.59 0.59 d, Delay for Lane Group [sNeh] 31.71 33.79 31.24 6.06 43.02 43.87 Lane Group LOS C C C A D D Critical Lane Group Yes No Yes No No Yes 50th-Percentile Queue Length [vehAn] 9.63 9.98 7.74 3.87 5.35 4.90 50th-Percentile Queue Length [ftAn] 240.76 249.50 193.52 96.73 133.74 122.41 95th-Percentile Queue Length [vehAn] 14.72 15.16 12.30 6.96 9.14 8.213.53 95th-Percentile Queue Length [ftAn] 368.00 379.03 307.59 174.12 228.57 14 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad ENT =® MoRement Approach A A Approach Delay CASH 3l rose ALI Intersection D All CASH Apse Intersection VIC 0 me Other Cases i mi Effectiontak Time Is] an an an an c A Capacity of the bicycle lane biwalleft 700 Poor 430 0 Sequence ®s®®sssssssssssse ®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2046: New Intersection Control Type: Unknown Delay (sec /veh): Analysis Method: ? Level Of Service: Analysis Period: 15 minutes Volume to Capacity (v/c): Intersection Setup Name Parker St Approach Eastbound Westbound Northeastbound Southwestbound Lane Configuration d $ *1 r Turning Movement Left T1h_ru Right Left Thru Right Left Thru Right Left Thru Right Crosswalk Yes Yes Yes Yes Volumes Name Parker St Base Volume Input [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 5 0 0 16 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 0 0 0 0 0 0 0 5 0 0 16 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 0 1 0 0 4 0 Total Analysis Volume [veh/h] 0 0 0 0 0 0 0 5 0 0 16 0 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 l 0 D C 0 Local Bus Stopping Rate [/h] 0 n 0 1 - 0 0 0 C 1 0 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT -AM Kimley-Horn Santa Ana Main Place 12/122018 Generated with LIM�, Version 6.00-00 Santa Ana MainPlace Vistro File: K:\...\Sta Ana Main Place_2000 ENT_PM.vistro Scenario 2 EX+ REM ENT PM Report File: K:\...\2 - EX+ REM ENT PM.pdf 12/12/2018 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Main St / Chapman Ave Signalized ICU 1 NB Thru 0.740 - C 2 Bedford Rd / La Veta Ave Signalized ICU 1 EB Thru 0.664 - B 3 Main St / La Veta Ave Signalized ICU 1 NB Right 0.761 - C 4 La Veta Ave / SR-22 WB Signalized ICU 1 WB Left 0.633 - B Ramps 5 Bedford Rd / MainPlace Dr All -way stop HCM 2010 EB Left 0.882 28.0 D 6 Main St / MainPlace Dr_Town Signalized ICU 1 NB Thru 0.756 - C and Country 7 Town and Country / SR-22 EB Signalized ICU 1 WB Right 0.885 - D Ramps 8 Main St / Mall Entrance —City Signalized ICU 1 SB Thru 0.572 - A Place Dr 9 Broadway / MainPlace Dr Signalized ICU 1 NB Right 0.860 - D 10 Main St / MainPlace Signalized ICU 1 SB Thru 0.619 - B Dr Memory Ln 11 Lawson Way / Memory Ln Signalized ICU 1 SB Right 0.330 - A 12 Broadway / 1-5 NB Off Ramps Signalized ICU 1 NB Thru 0.358 - A 13 Main St / Edgewood Rd 1-5 Signalized ICU 1 SB Thru 0.655 B HOV Ramps 14 Broadway / 1-5 SB Off Ramps Two-way stop HCM 6th Edition EB Right 1.625 308.2 F 15 Broadway / Santa Clara Ave Signalized ICU 1 SB Thru 0.868 - D 16 Main St / Santa Clara Ave-1-5 Signalized ICU 1 NB Right 0.974 - E NB Ramps 17 Broadway / Buffalo Ave Signalized ICU 1 SB Thru 0.584 - A 18 Main St /Buffalo Ave 1-5 SB Signalized ICU 1 NB Thru 0.780 - C Ramps 19 Broadway / 17th St Signalized ICU 1 NB Thru 0.853 - D 20 Main St / 17th St Signalized ICU 1 SB Thru 0.791 - C 21 Parker St / La Veta Ave Signalized ICU 1 EB Thru 0.711 - C 22 Parker St / Town and Country Signalized ICU 1 NB Thru 0.525 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. Scenario 2: 2 EX+ REM ENT PM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 1: Main St / Chapman Ave Control Type: Signalized Analysis Method: ICU 1 Analysis Period: 15 minutes Intersection Setup Delay (sec /veh): - Level Of Service: C Volume to Capacity (v/c): 0.740 Name Main St Main St Chapman Ave Chapman Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 #1 11 r #1 11 r #1 11 r #1 11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Chapman Ave Chapman Ave Base Volume Input [veh/h] 514 686 188 137 642 223 140 582 213 148 782 93 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 83 105 124 0 46 0 0 0 38 57 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 597 791 312 137 688 223 140 582 251 205 782 93 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 149 198 78 34 172 56 35 146 63 51 196 23 Total Analysis Volume [veh/h] 597 1 791 1 312 137 688 223 140 582 251 205 782 93 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 8 1 7 1 4 14 Auxiliary Signal Groups 2 8 4 Lead/Lag Lead I- - Lead I - I Lead I I - I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.18 1 0.23 1 0.18 1 0.08 1 0.20 1 0.13 1 0.08 1 0.17 1 0.15 1 0.12 1 0.23 1 0.05 Intersection LOS C Intersection V/C 0.740 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 2: Bedford Rd / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.664 Intersection Setup Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration i r r r IF A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 i2.0, 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd La Veta Ave La Veta Ave Base Volume Input [veh/h] 306 0 231 0 0 32 0 624 149 149 780 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.^^ ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 43 0 293 0 0 34 60 80 0 0 Diverted Trips [veh/h] 0 0 0 n 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 349 0 524 32 0 658 209 229 780 20 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 87 0 131 0 0 8 0 165 52 57 195 5 Total Analysis Volume [veh/h] 349 1 0 1 524 0 1 0 32 658 209 229 780 20 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss 'ermiss Permiss Pennis=_ Permiss Permiss Permiss Permiss Protecte Permiss Permiss Signal group 5 6 8 7 4 Auxiliary Signal Groups I El Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.21 1 0.0( 1 0.15 1 00 1 0.00 1 0.02 1 0.0( 1 0.26 1 0.26 1 0.13 1 0.24 1 0.24 Intersection LOS B Intersection V/C 0.664 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 3: Main St / La Veta Ave Control Type: Signalized Analysis Method: ICU 1 Analysis Period: 15 minutes Intersection Setup Delay (sec /veh): - Level Of Service: C Volume to Capacity (v/c): 0.761 Name Main St Main St La Veta Ave La Veta Ave Approach Northbound Southbo1unndd Eastbound Westbound Lane Configuration 1�llir 41#111 11 #1#11111 1y #1#1111 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St La Veta Ave La Veta Ave Base Volume Input [veh/h] 300 919 430 142 893 230 290 413 185 251 502 201 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 275 244 0 123 45 100 193 34 69 35 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 300 1194 674 142 1016 275 390 606 219 320 537 201 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 75 299 169 36 254 69 98 152 55 80 134 50 Total Analysis Volume [veh/h] 300 1 1194 1 674 142 1016 275 390 606 219 320 537 201 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Signal group 5 2 2 1 1 1 6 1'l 3 1 8 1 1 7 1 4 14 Auxiliary Signal Groups 2 4 Lead/Lag Lead I -I ILead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 1 0.23 1 0.40 1 0.04 1 0.25 1 0.25 1 0.11 1 0.16 1 0.16 1 0.09 1 0.16 1 0.12 Intersection LOS C Intersection V/C 0.761 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.633 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 394 126 683 479 478 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 75 0 61 0 28 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 469 126 744 479 506 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 117 32 186 120 127 Total Analysis Volume [veh/h] 469 126 744 479 506 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Protected Permissive Signal group 5 8 7 4 Auxiliary Signal Groups Lead/Lag Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.14 0.07 0.15 0.28 0.10 Intersection LOS B Intersection V/C 0.633 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 5: Bedford Rd / Main Place Or Control Type: All -way stop Delay (sec /veh): 28.0 Analysis Method: HCM 2010 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.882 Intersection Setup Name Bedford Rd Bedford Rd Main Place Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 1 -1'-- A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 I 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Bedford Rd Bedford Rd Main Place Dr Base Volume Input [veh/h] 9 47 49 98 70 171 232 65 17 21 58 93 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 167 0 3 80 56 148 0 0 0 0 22 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 9 214 49 101 150 227 380 65 17 21 58 115 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 2 54 12 25 38 57 95 16 4 5 15 29 Total Analysis Volume [veh/h] 9 214 49 101 150 227 380 65 17 21 58 115 Pedestrian Volume [ped/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Lanes Capacity per Entry Lane [veh/h] 436 477 437 490 431 458 503 384 1 406 1 442 Degree of Utilization, x 0.51 0.10 0.23 0.77 0.88 0.14 0.03 0.05 0.14 0.26 Movement, Approach, & Intersection Results 95th-Percentile Queue Length [veh] 2.84 0.34 0.88 6.76 9.17 0.49 0.10 0.17 0.49 1.03 95th-Percentile Queue Length [ft] 71.08 8.54 22.10 168.93 229.27 1 12.26 1 2.61 4.33 1 12.36 1 25.76 Approach Delay [stveh] 17.84 26.86 41.42 13.39 Approach LOS C D E B Intersection Delay [s/veh] 28.04 Intersection LOS D Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 6: Main St / Main Place Dr -Tom and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.756 Intersection Setup Name Main St Main St Main Place Dr Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration 1411111- #1#1111r #111r #111rr Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Main Place Dr Town and Country Base Volume Input [veh/h] 81 965 161 449 1020 120 124 125 133 201 101 437 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 99 232 18 0 112 114 286 82 212 5 58 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 180 1197 179 449 1132 234 410 207 345 206 159 437 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 45 299 45 112 283 59 103 52 86 52 40 109 Total Analysis Volume [veh/h] 180 1 1197 1 179 449 1132 234 410 207 345 206 159 437 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Overlap Split I Split I Split I Split I Split I Split Signal group 5 2 1 1 6 1 6 1 1 8 1 0 1 0 1 4 Auxiliary Signal Groups 1 1 6 Lead/Lag Lead - Lead I - I- - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 1 0.23 1 0.11 1 0.13 1 0.22 1 0.14 1 0.12 1 0.12 1 0.20 1 0.06 1 0.07 1 0.13 Intersection LOS C Intersection V/C 0.756 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.885 Intersection Setup Name Lawson Way Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes No Volumes Name Lawson Way Town and Country Town and Country Base Volume Input [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 65 0 0 40 63 100 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 186 525 79 166 137 462 705 79 41 25 171 418 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 47 131 20 42 34 116 176 20 10 6 43 105 Total Analysis Volume [veh/h] 186 1 525 1 79 166 137 462 705 79 41 25 171 418 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group 2 6 3 8 7 4 Auxiliary Signal Groups I El Lead/Lag - - Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.11 1 0.18 1 0.18 1 0.10 1 0.18 1 0.18 1 0.21 1 0.05 1 0.03 1 0.01 1 0.05 1 0.26 Intersection LOS D Intersection V/C 0.885 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 8: Main St / Mall Entrance -City Place Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.572 Intersection Setup Name Main St Main St Mall Entrance City Place Dr Approach Northbound Southlbouuunrd Eastb}ound Westbound Lane Configuration 1#11 1 1 1 1 1 1 1 #11ou #11ou Turning Movement Left Thru Right Left Thru Right Left Thru I Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100 od 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Mall Entrance City Place Dr Base Volume Input [veh/h] 50 1043 102 118 1233 20 20 3 23 70 5 125 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 73 246 4 24 218 49 116 54 154 6 24 8 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 123 1289 106 142 1451 69 136 57 177 76 29 133 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 31 322 27 36 363 17 34 14 44 19 7 33 Total Analysis Volume [veh/h] 123 1 1289 1 106 142 1451 69 136 57 177 76 29 133 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I Lead I I I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.21 1 0.21 1 0.08 1 0.30 1 0.30 1 0.08 1 0.14 1 0.14 1 0.04 1 0.10 1 0.10 Intersection LOS A Intersection V/C 0.572 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 9: Broadway / MainPlace Or Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.860 Intersection Setup Name Broadway Broadway MainPlace Dr MainPlace Dr Approach Northbound Southbound Eastbound Westbound Lane Configuration #1 11 r A l A 1 I r A1 A11 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway MainPlace Dr MainPlace Dr Base Volume Input [veh/h] 144 231 601 71 141 12 2 41 169 353 39 62 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 89 95 0 177 183 0 0 193 137 0 53 56 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 233 326 601 248 324 12 2 234 306 353 92 118 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 58 82 150 62 81 3 1 59 77 88 23 30 Total Analysis Volume [veh/h] 233 1 326 1 601 248 324 12 2 234 306 353 92 118 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Overlap Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 2 1 6 'l 3 8 7 4 Auxiliary Signal Groups 2 1 El Lead/Lag Lead - - Lead - Lead Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.14 1 0.10 1 0.35 1 0.15 1 0.10 1 0.10 1 0.00 1 0.07 1 0.19 1 0.10 1 0.05 1 0.07 Intersection LOS D Intersection V/C 0.860 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 10: Main St / MainPlace Dr -Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.619 Intersection Setup Name Main St Main St MainPlace Dr Memory Ln Approach Northbound Southbounn*d Eastbound Westbound Lane Configuration A A 1 1 F 1 1Thru 41#1 1 1 1 1 1Thru 1 #1#1 1 1 1 1 1Thru 1 #1#1 1 11 1 1Thru Turning Movement Left Right Left Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St MainPlace Dr Memory Ln Base Volume Input [veh/h] 81 847 156 43 1103 146 276 303 96 212 148 52 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 53 185 0 0 467 6 138 85 147 0 50 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 134 1032 156 43 1570 152 414 388 243 212 198 52 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 34 258 39 11 393 38 104 97 61 53 50 13 Total Analysis Volume [veh/h] 134 1 1032 1 156 43 1570 152 414 388 243 212 198 52 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana MainPlace Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - I Lead I I I Lead I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.04 1 0.23 1 0.23 1 0.01 1 0.34 1 0.34 1 0.12 1 0.12 1 0.12 1 0.06 1 0.06 1 0.03 Intersection LOS B Intersection V/C 0.619 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with LM�, Version 6.00-00 Intersection Level Of Service Report Intersection 11: Lawson Way / Memory Ln Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.330 Intersection Setup Name Lawson Way Lawson Way Memory Ln Memory Ln Approach Northbound Southbound Eastbound Westbound Lane Configuration A F A 1 r A A 1 1 r 1 1Thru A 1 1 F 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Thru1 Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Lawson Way Lawson Way Memory Ln Memory Ln Base Volume Input [veh/h] 4 0 3 24 4 152 313 238 3 6 213 17 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 40 65 21 0 0 10 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 4 0 3 24 4 192 378 259 3 6 223 17 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 0 1 6 1 48 95 65 1 2 56 4 Total Analysis Volume [veh/h] 4 1 0 1 3 24 4 192 378 259 3 6 223 17 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Split Split I Split I Split Permiss Permiss Permiss Permiss Permiss Permiss Signal group 2 6 8 0 4 Auxiliary Signal Groups Lead / Lag - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.00 1 0.00 1 0.01 1 0.00 1 0.11 1 0.11 1 0.08 1 0.00 1 0.00 1 0.05 1 0.05 Intersection LOS A Intersection V/C 0.330 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.358 Intersection Setup Name Broadway Broadway 1-5 NB Off -Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Off -Ramps Base Volume Input [veh/h] 789 568 ' 75 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 142 320 42 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 931 888 117 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 233 222 29 Total Analysis Volume [veh/h] 931 888 117 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.27 0.26 0.03 Intersection LOS A Intersection V/C 0.358 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v/c): 0.655 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 256 654 0 85 112 0 1218 120 31 0 5 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 151 0 103 l 506 4 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Total Hourly Volume [veh/h] 256 805 0 85 215 0 1724 124 31 0 5 65 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 64 201 0 21 54 0 431 31 8 0 1 16 Total Analysis Volume [veh/h] 256 1 805 1 0 1 85 215 1 0 1724 124 31 0 5 65 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 0 1 1 1 0 1 6 1 f 8 Auxiliary Signal Groups Lead/Lag Lead I Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.08 1 0.17 1 0.00 1 0.17 1 0.13 1 0.00 1 0.34 1 0.08 1 0.02 1 0.00 1 0.02 1 0.04 Intersection LOS B Intersection V/C 0.655 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 94 0 29 70 u 0 253 13 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 46 42 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 94 29 116 U 0 295 13 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 7 29 0 0 74 3 Total Analysis Volume [veh/h] 94 29 116 0 0 295 13 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permissive Permis� Permissive Permissive S Split Split Signal group 0 4 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 0.07 0.07 0.09 0.09 Intersection LOS B Intersection V/C 0.655 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 14: Broadway / 1-5 SB Off Ramps Control Type: Two-way stop Delay (sec /veh): 308.2 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.625 Intersection Setup Name Broadway Broadway 1-5 SB Off Ramps Approach Northbound Southbound Eastbound Lane Configuration 11 I I 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] ,,,,,.,,,, 100. 10.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 SB Off Ramps Base Volume Input [veh/h] 747 547 ' 889 Base Volume Adjustment Factor 1.0000 1.0000 )0 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 142 320 38 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 889 867 927 Peak Hour Factor 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 222 217 232 Total Analysis Volume [veh/h] u 889 867 927 Pedestrian Volume [ped/h] 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] J 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.0 I.01 1.63 d_M, Delay for Movement[stveh] 0.0L I.00 308.23 Movement LOS A A F 95th-Percentile Queue Length [vehAn] 0.00 0.00 51.35 95th-Percentile Queue Length [ftAn] 0.00 0.00 1283.73 d_A, Approach Delay [s/veh] 0.00 0.00 308.23 Approach LOS A A F d_I, Intersection Delay [s/veh] 106.50 Intersection LOS F Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 15: Broadway / Santa Clara Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.868 Intersection Setup Name Broadway Broadway Santa Clara Ave Santa Clara Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration IF III T Ir Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00100 .00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Santa Clara Ave Santa Clara Ave Base Volume Input [veh/h] 0 599 430 114 1277 0 122 237 77 97 0 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Site -Generated Trips [veh/h] ] 96 0 48 310 l 42 22 0 0 I 4 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 0 I 0 Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 0 I 0 Total Hourly Volume [veh/h] 0 695 430 162 1587 0 164 259 77 97 0 24 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 174 108 41 397 0 41 65 19 24 0 6 Total Analysis Volume [veh/h] 'l 695 430 162 1587 0 164 259 77 97 0 24 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Split I Split I Split I Split Permiss Split Signal group 0 2 01 1 6 0 0 8 7 0 0 Auxiliary Signal Groups Lead/Lag I Lead - Lead - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.33 1 0.33 1 0.10 1 0.47 1 0.00 1 0.10 1 0.29 1 0.29 1 0.06 1 0.00 1 0.01 Intersection LOS D Intersection V/C 0.868 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity (v/c): 0.974 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes No Yes Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 9 0 828 883 134 1215 0 61 201 0 505 157 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 4 0 91 0 77 429 0 60 2 8 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 _1 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 13 0 919 883 211 1644 0 61 261 0 507 165 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1 1.0000 Total 15-Minute Volume [veh/h] 3 0 230 221 53 411 0 15 65 0 127 41 Total Analysis Volume [veh/h] 13 0 919 883 211 1644 0 61 261 0 507 165 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Signal group 5 2 1 1 6 1 0 1 1 1 1 8 Auxiliary Signal Groups Lead/Lag Lead Lead I - I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.0( 1 0.18 1 0.55 1 0.06 1 0.33 1 0.00 1 0.33 1 0.15 1 0.00 1 0.20 1 0.20 Intersection LOS E Intersection V/C 0.974 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Setup Name Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes No Volumes Name Base Volume Input [veh/h] U 0 0 353 15 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Total Hourly Volume [veh/h] U U 0 _ 353 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 88 4 Total Analysis Volume [veh/h] 0 0 353 15 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.11 0.11 Intersection LOS E Intersection V/C 0.974 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 17: Broadway / Buffalo Ave Control Type: Signalized Analysis Method: ICU 1 Analysis Period: 15 minutes Intersection Setup Delay (sec /veh): - Level Of Service: A Volume to Capacity (v/c): 0.584 Name Broadway Broadway Driveway Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 411 H 41 1 H T r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway Driveway Buffalo Ave Base Volume Input [veh/h] 3 1027 332 144 1359 2 0 0 3 0 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Site -Generated Trips [veh/h] 0 96 0 24 286 0 0 0 0 I - Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 3 1123 332 168 1645 2 0 0 3 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 1 281 83 42 411 1 0 0 1 0 0 Total Analysis Volume [veh/h] 3 1 1123 1 332 168 1645 2 0 0 3 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 5 2 0 1 1 6 1'l 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag Lead - - Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.43 1 0.43 1 0.10 1 0.48 1 0.48 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 Intersection LOS A Intersection V/C 0.584 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.780 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 1 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] ] 0 0 0 0 l 0 0 0 I 0 Site -Generated Trips [veh/h] ] 94 0 162 275 l 0 24 0 I - Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 r I Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 I U Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 I 0 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 ,. I 0 Total Hourly Volume [veh/h] 0 1511 26 773 1400 0 318 170 68 0 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0001 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 378 7 193 350 0 80 43 17 0 0 Total Analysis Volume [veh/h] 'l 1511 1 26 773 1400 0 318 170 68 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 0 1 1 6 1 0 1 0 1 8 1 1 10 0 Auxiliary Signal Groups Lead/Lag - - - Lead I I I- Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 1 0.30 1 0.30 1 0.23 1 0.27 1 0.00 1 0.19 1 0.14 1 0.14 1 0.00 1 0.00 1 0.00 Intersection LOS C Intersection V/C 0.780 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 19: Broadway / 17th St Control Type: Signalized Analysis Method: ICU 1 Analysis Period: 15 minutes Intersection Setup Delay (sec /veh): - Level Of Service: D Volume to Capacity (v/c): 0.853 Name Broadway Broadway 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration � 1 H A 1, r A A 1 1 F 1 1Thru 1 A A 1 1 F 1 1Thru 1 Turning Movement Left Thru Right Left Thru Right Left Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Broadway Broadway 17th St 17th St Base Volume Input [veh/h] 201 918 138 117 723 272 345 1140 67 97 1244 38 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 57 0 35 124 127 19 0 0 0 57 20 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 201 975 138 152 847 399 364 1140 67 97 1301 58 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 50 244 35 38 212 100 91 285 17 24 325 15 Total Analysis Volume [veh/h] 201 1 975 1 138 152 847 399 364 1140 67 97 1301 58 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 0 1 1 6 1'l 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I I I El Lead/Lag Lead - - Lead I - I I Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.12 1 0.33 1 0.33 1 0.09 1 0.25 1 0.25 1 0.11 1 0.24 1 0.24 1 0.03 1 0.27 1 0.27 Intersection LOS D Intersection V/C 0.853 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 20: Main St / 17th St Control Type: Signalized Analysis Method: ICU 1 Analysis Period: 15 minutes Intersection Setup Delay (sec /veh): - Level Of Service: C Volume to Capacity (v/c): 0.791 Name Main St Main St 17th St 17th St Approach Northbound Southbound Eastbound Westbound Lane Configuration #1#111r #1#11F #1#111F #1#111F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St 17th St 17th St Base Volume Input [veh/h] 170 1095 114 208 847 142 220 1258 70 173 1070 50 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 57 0 51 124 57 0 35 0 0 20 18 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 170 1152 114 259 971 199 220 1293 70 173 1090 68 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 43 288 29 65 243 50 55 323 18 43 273 17 Total Analysis Volume [veh/h] 170 1 1152 1 114 259 971 199 220 1293 70 173 1090 68 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 2 1 1 6 1'l 3 1 8 1 1 7 1 4 10 Auxiliary Signal Groups Lead/Lag Lead - Lead I - I I Lead I I I Lead I - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.05 1 0.34 1 0.07 1 0.08 1 0.34 1 0.34 1 0.06 1 0.27 1 0.27 1 0.05 1 0.23 1 0.23 Intersection LOS C Intersection V/C 0.791 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 21: Parker St / La Veta Ave Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.711 Intersection Setup Name Parker St Parker St La Veta Ave La Veta Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration A r -1 r A 1 F A 1 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100,00T00.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100T Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St La Veta Ave La Veta Ave Base Volume Input [veh/h] 413 0 374 51 0 46 37 584 308 173 480 25 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 21 0 0 0 61 0 10 28 0 Diverted Trips [veh/h] 0 0 0 0 r 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 413 0 395 51 0 46 37 645 308 183 508 25 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 103 0 99 13 0 12 9 161 77 46 127 6 Total Analysis Volume [veh/h] 413 1 0 1 395 51 1 0 46 37 645 308 183 508 25 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Penn iss rmiss Permiss Permiss Parr Permiss Protecte Permiss Permiss Protecte Permiss Permiss Signal group 5 0 0 1 3 1 8 1 1 7 1 4 Auxiliary Signal Groups I I I I I El Lead/Lag Lead - - Lead Lead I I I Lead Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.24 1 0.00 1 0.23 1 0.03 1 0.00 1 0.03 1 0.02 1 0.28 1 0.28 1 0.11 1 0.16 1 0.16 Intersection LOS C Intersection V/C 0.711 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 22: Parker St / Town and Country Control Type: Signalized Delay (sec /veh): - Analysis Method: ICU 1 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.525 Intersection Setup Name Parker St Parker St Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration #111 #11 r A 1 r A F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Parker St Parker St Town and Country Town and Country Base Volume Input [veh/h] 52 346 3 12 201 276 293 5 15 13 91 45 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 21 0 0 10 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 52 367 3 12 211 276 293 5 15 13 91 45 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 13 92 1 3 53 69 73 1 4 3 23 11 Total Analysis Volume [veh/h] 52 1 367 1 3 12 211 276 293 5 15 13 91 45 Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Settings Cycle Length [s] 100 Lost time [s] 5.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal group 0 2 6 'l 8 0 4 Auxiliary Signal Groups Lead / Lag - - - - Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.03 1 0.22 1 0.00 1 0.01 1 0.12 1 0.16 1 0.17 1 0.00 1 0.01 1 0.01 1 0.08 1 0.08 Intersection LOS A Intersection V/C 0.525 Scenario 2: 2 EX+ REM ENT PM Santa Ana Main Place Kimley-Horn 12/12/2018 Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 4: La Veta Ave / SR-22 WB Ramps Control Type: Signalized Delay (sec /veh): 26.3 Analysis Method: HCM 6th Edition Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.723 Intersection Setup Name SR-22 WB Ramps La Veta Ave La Veta Ave Approach Northbound Eastbound Westbound Lane Configuration A"ir 1 A1I I I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 Pocket Length [ft] 100.00 100. 10.00 -- 101 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name SR-22 WB Ramps La Veta Ave La Veta Ave Base Volume Input [veh/h] 394 126 683 479 478 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 75 0 61 0 28 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 0 Total Hourly Volume [veh/h] 469 126 744 479 506 Peak Hour Factor 0.9100 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 129 32 186 120 127 Total Analysis Volume [veh/h] 515 126 744 479 506 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ 0 n 0 _ Local Bus Stopping Rate [/h] 0 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permissive Permissive Permissive P_ Protected Permissive Signal group 5 0 8 7 4 Auxiliary Signal Groups Lead/Lag Lead - Lead Minimum Green [s] 5 5 5 5 Maximum Green [s] 30 30 30 30 Amber [s] 3.0 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 1.0 Split [s] 19 22 39 61 Vehicle Extension [s] 3.0 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 2.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] C 3.0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L R C L C C, Cycle Length [s] 80 80 80 80 80 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 1 0. L. 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 15 15 18 35 57 g / C, Green / Cycle 0.19 0.19 0.23 0.44 0.71 (v / s)_i Volume / Saturation Flow Rate 0.15 0.08 0.15 0.32 0.10 s, saturation flow rate [veh/h] 3459 1589 5094 1500 5094 c, Capacity [veh/h] 648 298 1146 656 3629 d1, Uniform Delay [s] 31.03 28.68 28.13 18.60 3.67 k, delay calibration 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 9.69 4.35 2.85 7.01 0.08 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.79 0.42 0.65 0.73 0.14 d, Delay for Lane Group [sNeh] 40.72 33.03 30.99 25.61 3.75 Lane Group LOS D C C C A Critical Lane Group Yes No Yes Yes No 50th-Percentile Queue Length [vehAn] 5.46 2.44 4.47 8.05 0.68 50th-Percentile Queue Length [ftAn] 136.58 60.91 111.67 201.14 17.08 95th-Percentile Queue Length [vehAn] 9.30 4.39 7.93 12.70 1.23 95th-Percentile Queue Length [ftAn] 232.41 107 4 19733 317.44 30.75 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad th =® MoRement Approach Other Cases a A Saturation F low A ate of the bicycle Ian CROP CROP CROP Sequence ®®®®sssssssssssse ®esesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 7: Town and Country / SR-22 EB Ramps Control Type: Signalized Delay (sec /veh): 127.7 Analysis Method: HCM 6th Edition Level Of Service: F Analysis Period: 15 minutes Volume to Capacity (v/c): 1.067 Intersection Setup Name Lawson Way Town and Country Town and Country Approach Northbound Southbound Eastbound Westbound Lane Configuration A 1 F A F r A1 A1hru 1 r A11 1 r Turning Movement Left Thru Right Left Thru Right Left T Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 C 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No No Crosswalk Yes Yes Yes No Volumes Name Lawson Way Town and Country Town and Country Base Volume Input [veh/h] 186 460 79 166 97 399 605 79 41 25 171 418 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 65 0 0 40 63 100 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 C 0 0 0 C 0 Total Hourly Volume [veh/h] 186 525 79 166 137 462 705 79 41 25 171 418 Peak Hour Factor 0.9000 0.9000 1.0000 1.0000 0.9000 0.9000 0.9000 1.0000 0.9000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 52 146 20 42 38 128 196 20 11 6 43 105 Total Analysis Volume [veh/h] 207 583 79 166 152 513 783 79 46 25 171 418 Presence of On -Street Parking No No No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 n n 0 0 0 I 0 0 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 0 1 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 1 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 1 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 90 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Signal group J 2 0 6 J 3 8 0 7 4 Auxiliary Signal Groups Lead/Lag - Lead Lead - Minimum Green [s] ] 5 5 J 5 5 5 5 Maximum Green [s] ] 30 0 30 J 30 30 0 30 30 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 Split [s] 0 17 0 0 19 0 20 44 0 10 34 Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 5 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 10 _ Rest In Walk No No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 12, Clearance Lost Time [s] "" 2.0 0.0 0.0 2.0 "" 2.0 2.0 0.0 2.0 2.0 Minimum Recall No No No No No No Maximum Recall No No No No No No Pedestrian Recall No No No No No No Detector Location [ft] 0.0 0.0 0.0 u.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u.c Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C C L C R L C R L C R C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 13 13 13 15 15 15 16 40 40 6 30 30 g / C, Green / Cycle 0.14 0.14 0.14 0.17 0.17 0.17 0.18 0.44 0.44 0.07 0.33 0.33 (v / s)_i Volume / Saturation Flow Rate 0.12 0.18 0.18 0.09 0.20 0.21 0.23 0.04 0.03 0.02 0.05 0.31 s, saturation flow rate [veh/h] 1781 1870 1793 1781 1704 1589 3459 1870 1589 1500 3560 1339 c, Capacity[veh/h] 257 270 259 297 284 265 615 831 706 100 1187 446 d1, Uniform Delay [s] 37.27 38.50 38.50 34.46 37.50 37.50 37.00 14.50 14.30 39.86 21.01 29.08 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 22.87 139.77 140.96 7.42 115.86 132.74 135.45 0.23 0.18 5.90 0.26 29.41 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.80 1.25 1.25 0.56 1.19 1.23 1.27 0.10 0.07 0.25 0.14 0.94 d, Delay for Lane Group [sNeh] 60.14 178.27 179.46 41.88 153.36 170.24 172.45 14.73 14.48 45.76 21.26 58.49 Lane Group LOS E F F D F F F B B D C E Critical Lane Group No No Yes No No Yes Yes No No No No Yes 50th-Percentile Queue Length [vehAn] 5.97 16.33 15.74 3.90 15.26 15.47 18.17 0.96 0.56 0.68 1.28 12.02 50th-Percentile Queue Length [ftAn] 149.22 408.22 393.53 97.44 381.48 386.86 454.35 24.01 13.90 17.09 32.00 300.56 95th-Percentile Queue Length [vehAn] 9.98 25.25 24.47 7.02 23.49 24.07 28.09 1.73 1.00 1.23 2.30 17.71 95th-Percentile Queue Length [ftAn] 249.39 631.37 611.71 175.38 587.19 601.84 702.27 43.21 25.03 30.77 57.60 442.72 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad th =® MoRement Approach Other Cases Sequence ®ee®®ssssssssssse ®eesessssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 12: Broadway / 1-5 NB Off Ramps Control Type: Signalized Delay (sec /veh): 6.1 Analysis Method: HCM 6th Edition Level Of Service: A Analysis Period: 15 minutes Volume to Capacity (v/c): 0.350 Intersection Setup Name Broadway Broadway 1-5 NB Off -Ramps Approach Northbound Southbound Westbound Lane Configuration 11 I I r r Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 101 ,,,. ,.,,,, 100.00 ,,,,,.,,,, 100 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Volumes Name Broadway Broadway 1-5 NB Off -Ramps Base Volume Input [veh/h] 789 0 568 75 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 142 320 42 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 931 888 117 Peak Hour Factor 0.9400 0.9400 0.9400 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 248 236 31 Total Analysis Volume [veh/h] 990 945 124 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] _ _ Local Bus Stopping Rate [/h] 0 u 0 0 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 8.00 Phasing & Timing Control Type Permissive Permissive Permissive Signal group 2 6 4 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 5 5 Maximum Green [s] 30 30 30 Amber [s] 3.0 3.0 3.0 All red [s] 1.0 1.0 1.0 Split [s] 81 81 19 Vehicle Extension [s] 3.0 3.0 3.0 Walk [s] 5 5 5 Pedestrian Clearance [s] 10 10 10 Rest In Walk No No No 11, Start -Up Lost Time [s] 2.0 2.0 2.0 12, Clearance Lost Time [s] 2.0 2.0 2.0 Minimum Recall No No No Maximum Recall No No No Pedestrian Recall No No No Detector Location [ft] C 0 0 Detector Length [ft] I, Upstream Filtering Factor 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C R C, Cycle Length [s] 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 77 77 15 g / C, Green / Cycle 0.77 0.77 0.15 (v / s)_i Volume / Saturation Flow Rate 0.28 0.27 0.04 s, saturation flow rate [veh/h] 3560 3560 2813 c, Capacity [veh/h] 2742 2742 422 d1, Uniform Delay [s] 3.66 3.60 37.79 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 0.37 0.34 1.76 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.36 0.34 0.29 d, Delay for Lane Group [sNeh] 4.03 3.95 39.56 Lane Group LOS A A D Critical Lane Group Yes No Yes 50th-Percentile Queue Length [vehAn] 2.54 2.39 1.45 50th-Percentile Queue Length [ftAn] 63.60 59.64 36.19 95th-Percentile Queue Length [vehAn] 4.58 4.29 2.61 95th-Percentile Queue Length [ftAn] 117 8 107.35 65.15 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad Fifth =® MoRement Approach Other Cases SLOW Crosswalk Funeral Wiped 000 000 000 a A Saturation Flow Rate ofthe bicycle Ian CROP CROP CROP Sequence ®®essssssssssssse ®eessssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 13: Main St / Edgemod Rd_I-5 HOV Ramps Control Type: Signalized Delay (sec /veh): 42.6 Analysis Method: HCM 2000 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.746 Intersection Setup Name Main St Main St 1-5 HOV Ramps Approach Northtbotun*d Southbound Eastbound Lane Configuration A A I I 1 A 1 1 I r I 1 �'r Turning Movement Left Thru Right Right Left Left Thru Right Left Thru Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Main St Main St 1-5 HOV Ramps Base Volume Input [veh/h] 256 654 0 85 112 0 1218 120 31 0 5 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Site -Generated Trips [veh/h] 0 151 0 103 l 506 4 0 0 0 Diverted Trips [veh/h] 0 0 0 0 l 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 l 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 l 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 ( l 0 0 0 0 Total Hourly Volume [veh/h] 256 805 85 215 l 1724 124 31 ( 5 65 Peak Hour Factor 0.9600 0.9600 1.000u 0.9600 0.9600 1.0000 0.9600 0.9600 0.9600 1.0( 0.9600 0.9600 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 67 210 r 22 56 'l 449 32 8 ( 1 17 Total Analysis Volume [veh/h] 267 839 89 224 1796 129 32 5 68 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 1 l 0 Pedestrian Volume [ped/h] 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 2 o 0 1 0 6 f 0 8 Auxiliary Signal Groups Lead/Lag Lead - Lead - Minimum Green [s] 5 5 5 l 5 5 Maximum Green [s] 30 30 0 30 J 30 30 Amber [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 1.0 Split [s] 18 51 0 0 16 0 49 0 0 21 Vehicle Extension [s] 3.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 3.0 Walk [s] 0 5 0 0 0 0 5 0 _ 0 5 Pedestrian Clearance [s] 0 10 0 0 0 0 10 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No I No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C L C R C R C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 1. '.00 0.00 0.00 0.01 2.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 14 47 12 45 45 17 17 g / C, Green / Cycle 0.13 0.43 0.11 0.41 1 0.41 0.15 0.15 (v / s)_i Volume / Saturation Flow Rate 0.08 0.19 0.13 0.35 0.08 0.03 0.04 Total Saturation Flow Adjustment 0.90 0.88 0.93 0.89 0.83 0.71 0.83 s, saturation flow rate [veh/h] 3437 5001 1770 5074 1583 1341 1583 c, Capacity [veh/h] 437 2137 193 2076 648 207 245 d1, Uniform Delay [s] 45.42 22.15 49.00 29.73 20.91 40.43 41.08 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 6.23 0.65 114.62 5.13 0.69 1.88 2.81 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.61 0.43 1.16 0.87 0.20 0.18 0.28 d, Delay for Lane Group [sNeh] 51.65 22.80 163.62 34.86 21.60 42.31 43.88 Lane Group LOS D C F C C D D Critical Lane Group Yes No No Yes No No No 50th-Percentile Queue Length [vehAn] 4.66 8.16 12.70 23.44 2.78 1.08 2.02 50th-Percentile Queue Length [ftAn] 116.45 203.97 317.52 586.07 69.40 26.94 50.57 95th-Percentile Queue Length [vehAn] 9.29 14.65 21.32 37.72 6.04 2.59 4.59 95th-Percentile Queue Length [ftAn] 232.20 366.25 533.06 943.11 15788 64.81 114.65 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 51.65 22.80 0.00 22.80 163.62 0.00 34.86 21.60 42.31 0.00 42.31 43.88 Movement LOS D C C F C I C D I D I D d_A, Approach Delay [s/veh] 29.24 47.48 43.33 Approach LOS C D D d_I, Intersection Delay [s/veh] 42.61 Intersection LOS D Intersection V/C 0.746 Scenario 14: 14 HCM - EX WP_REM ENT —PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Setup Name Edgewood Rd 1-5 NB Off Ramp Approach Westbound Northwestbound Lane Configuration I 1 ( f Turning Movement Left Left Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 UU 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 Pocket Length [ft] ]0.( 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Volumes Name Edgewood Rd 1-5 NB Off Ramp Base Volume Input [veh/h] 94 0 29 70 0 0 253 13 Base Volume Adjustment Factor 1.0000 ---- 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 46 42 0 Diverted Trips [veh/h] 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 Total Hourly Volume [veh/h] 94 29 116 295 13 Peak Hour Factor 0.9600 0.9600 0.9600 1.0000 1.000U 0.9600 0.9600 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 24 8 30 0 77 3 Total Analysis Volume [veh/h] 98 30 121 0 307 14 Presence of On -Street Parking No No No No On -Street Parking Maneuver Rate [/h] 0 0 I 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Permissive Permissive Permissive Split Split Split Signal group 4 0 9 Auxiliary Signal Groups Lead / Lag - Minimum Green [s] 5 5 Maximum Green [s] 30 30 Amber [s] 3.0 3.0 All red [s] 1.0 1.0 Split [s] 21 22 Vehicle Extension [s] 3.0 0.0 3.0 Walk [s] 5 n 0 5 Pedestrian Clearance [s] 10 0 10 11, Start -Up Lost Time [s] 2.0 0.0 2.0 12, Clearance Lost Time [s] 2.0 0.0 2.0 Minimum Recall No No Maximum Recall No No Pedestrian Recall No No Detector Location [ft] O.0 0.0 0.0 Detector Length [ft] O.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C R R C, Cycle Length [s] 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] 2.00 0.1 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 g_i, Effective Green Time [s] 17 17 18 g / C, Green / Cycle 0.15 0.15 0.16 (v / s)_i Volume / Saturation Flow Rate 0.09 0.08 0.11 Total Saturation Flow Adjustment 0.74 0.83 0.74 s, saturation flow rate [veh/h] 1398 1583 2803 c, Capacity [veh/h] 216 245 459 d1, Uniform Delay [s] 43.27 42.57 43.45 k, delay calibration 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 d2, Incremental Delay [s] 11.39 6.98 8.61 d3, Initial Queue Delay [s] 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.59 0.49 0.70 d, Delay for Lane Group [sNeh] 54.66 49.55 52.06 Lane Group LOS D D D Critical Lane Group Yes No Yes 50th-Percentile Queue Length [vehAn] 4.26 3.85 6.31 50th-Percentile Queue Length [ftAn] 106.46 96.26 157.68 95th-Percentile Queue Length [vehAn] 8.63 7.94 11.88 95th-Percentile Queue Length [ftAn] 21776 19758 296.95 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.Aad you =® MoRement Approach Sequence ii®®®®®ssssssssssse ii®seesssssssssssse Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 16: Main St / Santa ClaraAve-1-5 NB Ramps Control Type: Signalized Delay (sec /veh): 58.9 Analysis Method: HCM 2000 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity (v/c): 1.158 Intersection Setup Name Main St Main St Santa Clara Ave Approach Northbound Southbounnd Eastbound Lane Lane Configuration *1AIII�'r 'Left' AA11F A�'1F 1 1Thru Turning Movement Left Thru Right Left Thru Right Right Left Left' Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.( Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes No No Volumes Name Main St Main St Santa Clara Ave Base Volume Input [veh/h] 9 0 828 883 134 1215 0 61 201 0 505 157 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' ^^ 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 4 0 91 0 77 429 0 60 2 8 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 r 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 _1 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 J 0 0 0 0 Total Hourly Volume [veh/h] 13 919 883 211 1644 0 61 261 ( 507 165 Peak Hour Factor 0.9300 J 0.9300 0.9300 0.9300 0.9300 1.0000 0.9300 0.9300 1.0( 0.9300 0.9300 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0( 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 0 247 237 57 442 0 16 70 ( 136 44 Total Analysis Volume [veh/h] 14 0 988 949 227 1768 66 281 545 177 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 l 0 0 l 0 Pedestrian Volume [ped/h] 0 0 Bicycle Volume [bicycles/h] 0 0 0 Scenario 14: 14 HCM - EX VJP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type Protecte Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Per- Permiss Permiss Signal group 5 0 2 0 1 6 0 f 0 8 Auxiliary Signal Groups Lead/Lag Lead Lead - - Minimum Green [s] 5 5 5 5 0 5 Maximum Green [s] 30 30 0 30 30 0 30 0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 u.0 3.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 0.0 1.0 Split [s] 9 73 0 9 49 0 0 0 28 0 Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 0.0 3.0 Walk [s] 0 0 5 0 0 5 0 0 _ 0 5 Pedestrian Clearance [s] 0 0 10 0 10 0 0 0 0 10 _ 11, Start -Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 ^' 12, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 2.0 Minimum Recall No No No No No Maximum Recall No No No No No Pedestrian Recall No No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group L C R L C L C C, Cycle Length [s] 110 110 110 110 110 110 110 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U.w 0.00 0.00 _U L. 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 5 69 69 5 45 24 24 g / C, Green / Cycle 0.05 0.63 0.63 0.05 0.41 0.22 0.22 (v / s)_i Volume / Saturation Flow Rate 0.00 0.19 0.71 0.07 0.36 0.16 0.21 Total Saturation Flow Adjustment 0.90 0.89 0.83 0.90 0.89 0.93 0.90 s, saturation flow rate [veh/h] 2894 5074 1333 3437 5047 1770 3416 c, Capacity [veh/h] 132 3183 836 156 2065 386 745 d1, Uniform Delay [s] 50.36 9.49 20.50 52.50 30.17 39.96 42.63 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 1.62 0.25 75.21 235.88 6.18 11.40 26.15 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.11 0.31 1.13 1.45 0.89 0.73 0.97 d, Delay for Lane Group [stveh] 51.98 9.74 95.71 288.38 36.34 51.37 68.78 Lane Group LOS D A F F D D E Critical Lane Group No No Yes Yes No No Yes 50th-Percentile Queue Length [vehAn] 0.23 5.79 49.72 8.76 24.72 9.59 16.46 50th-Percentile Queue Length [ftAn] 5.87 144.63 1242.93 219.05 617.97 239.71 411.39 95th-Percentile Queue Length [vehAn] 0.60 11.08 79.55 15.54 39.73 16.75 26.94 95th-Percentile Queue Length [ftAn] 15.00 276.88 198775 388.46 993.16 418.76 673.53 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Movement, Approach, & Intersection Results d_M, Delay for Movement[stveh] 51.98 0.00 9.74 95.71 288.38 36.34 0.00 36.34 51.37 0.00 68.78 68.78 Movement LOS D A F F D I ID D I E I E d_A, Approach Delay [s/veh] 51.86 64.10 63.90 Approach LOS D E E d_I, Intersection Delay [s/veh] 58.91 Intersection LOS E Intersection V/C 1.158 Scenario 14: 14 HCM - EX WP_REM ENT —PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Setup Name Approach Westbound Southeastbound Lane Configuration 1 P Turning Movement Left Thru Thru Right Left Thru Right Right2 Lane Width [ft] 12.00 12.00 12.00 2.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 Speed [mph] 30.00 Grade [%] 0.00 Crosswalk Yes No Volumes Name Base Volume Input [veh/h] 0 0 0 353 15 Base Volume Adjustment Factor n000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 In -Process Volume [veh/h] 0 0 Site -Generated Trips [veh/h] 0 0 Diverted Trips [veh/h] 0 0 Pass -by Trips [veh/h] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [veh/h] 0 0 Right -Turn on Red Volume [veh/h] 0 Total Hourly Volume [veh/h] 353 15 Peak Hour Factor J 1.000U 0.9300 0.9300 Other Adjustment Factor JO 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 0 95 4 Total Analysis Volume [veh/h] 380 16 Presence of On -Street Parking No No On -Street Parking Maneuver Rate [/h] u I Local Bus Stopping Rate [/h] I 0 Pedestrian Volume [ped/h] 0 Bicycle Volume [bicycles/h] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 110 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 16.00 Phasing & Timing Control Type •I Split Split Split Signal group 9 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 5 Maximum Green [s] 30 Amber [s] 3.0 All red [s] 1.0 Split [s] 24 Vehicle Extension [s] 0.0 3.0 Walk [s] n 0 5 Pedestrian Clearance [s] 0 10 11, Start -Up Lost Time [s] 0.0 2.0 12, Clearance Lost Time [s] 0.0 2.0 Minimum Recall No Maximum Recall No Pedestrian Recall No Detector Location [ft] 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 1, Upstream Filtering Factor ' ^^ 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group R C, Cycle Length [s] 110 L, Total Lost Time per Cycle [s] 4.00 11y, Permitted Start -Up Lost Time [s] 0.00 12, Clearance Lost Time [s] 2.00 g_i, Effective Green Time [s] 20 g / C, Green / Cycle 0.18 (v / s)_i Volume / Saturation Flow Rate 0.14 Total Saturation Flow Adjustment 0.74 s, saturation flow rate [veh/h] 2803 c, Capacity [veh/h] 510 d1, Uniform Delay [s] 42.88 k, delay calibration 0.50 1, Upstream Filtering Factor 1.00 d2, Incremental Delay [s] 11.09 d3, Initial Queue Delay [s] 0.00 Rp, platoon ratio 1.00 PF, progression factor 1.00 Lane Group Results X, volume / capacity 0.78 d, Delay for Lane Group [sNeh] 53.97 Lane Group LOS D Critical Lane Group No 50th-Percentile Queue Length [vehAn] 8.11 50th-Percentile Queue Length [ftAn] 202.81 95th-Percentile Queue Length [vehAn] 14.58 95th-Percentile Queue Length [ftAn] 364.53 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.Aad you =® MoRement Approach Sequence i®o®eessssssssssse ii®sseessssssssssse i®sseessssssssssse It%] EEw . =*-j Generated with Version 6.00-00 Intersection Level Of Service Report Intersection 18: Main St / Buffalo Ave-1-5 SB Ramps Control Type: Signalized Delay (sec /veh): 39.9 Analysis Method: HCM 6th Edition Level Of Service: D Analysis Period: 15 minutes Volume to Capacity (v/c): 0.876 Intersection Setup Name Main St Main St Buffalo Ave Approach Northbound Southbound Eastbound Westbound Lane Configuration 11 F A1 A11 1 1 IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] i2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.01 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Curb Present No No No Crosswalk Yes Yes Yes Yes Volumes Name Main St Main St Buffalo Ave Base Volume Input [veh/h] 0 1417 26 611 1125 0 318 146 68 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.uu- Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 ]0 1.00 1.00 1.00 1.e. )0 1.00 In -Process Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 - Site -Generated Trips [veh/h] ] 94 0 162 275 l 0 24 0 1 Diverted Trips [veh/h] ] 0 0 0 0 l 0 0 0 1 u Pass -by Trips [veh/h] 0 0 0 0 0 l 0 0 0 1 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Other Volume [veh/h] 0 0 0 0 0 l 0 0 0 1 Right -Turn on Red Volume [veh/h] 0 0 0 0 C l 0 0 C 1 0 Total Hourly Volume [veh/h] 0 1511 26 773 1400 0 318 170 68 0 0 0 Peak Hour Factor 1.0000 0.9500 0.9500 0.9500 0.9500 1.0000 0.9500 0.9500 0.9500 1.0000 1.0000 1.00r Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 0 398 7 203 368 0 84 45 18 0 0 Total Analysis Volume [veh/h] 0 1591 27 814 1474 0 335 179 72 C 1 0 Presence of On -Street Parking No No No No No No On -Street Parking Maneuver Rate [/h] 0 0 r n 0 0 0 I 1 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 I 0 1 v_do, Outbound Pedestrian Volume crossin 1 0 0 0 0 v_di, Inbound Pedestrian Volume crossing i 1 0 0 0 0 v_co, Outbound Pedestrian Volume crossin 0 0 0 0 v_ci, Inbound Pedestrian Volume crossing r i 0 0 0 0 v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0 Bicycle Volume [bicycles/h] 0 0 0 J Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Intersection Settings Located in CBD No Signal Coordination Group - Cycle Length [s] 100 Coordination Type Time of Day Pattern Coordinated Actuation Type Fixed time Offset [s] 0.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 12.00 Phasing & Timing Control Type Permiss Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permi=_ Signal group 0 2 r 1 6 0 0 8 0 0 0 Auxiliary Signal Groups Lead/Lag - Lead - - Minimum Green [s] ] 5 5 5 l 0 5 1 0 Maximum Green [s] ] 30 30 30 l 0 30 1 0 Amber [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 u.0 u.0 0.0 0.0 All red [s] 0.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 Split [s] 0 42 0 29 71 0 0 29 0 0 0 0 Vehicle Extension [s] 0.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 Walk [s] 0 5 0 _ 5 0 0 5 n 0 0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 Rest In Walk No No No 11, Start -Up Lost Time [s] 0.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 12, Clearance Lost Time [s] "" 2.0 0.0 2.0 2.0 "" "" 2.0 0.0 0.0 Minimum Recall No No No No Maximum Recall No No No No Pedestrian Recall No No No No Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ^' I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Exclusive Pedestrian Phase Pedestrian Signal Group 0 Pedestrian Walk [s] 0 Pedestrian Clearance [s] 0 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 Generated with Version 6.00-00 Lane Group Calculations Lane Group C C L C C C C, Cycle Length [s] 100 100 100 100 100 100 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 11y, Permitted Start -Up Lost Time [s] U. _ 0.00 0.00 0.00 12, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 g_i, Effective Green Time [s] 38 38 25 67 25 25 g / C, Green / Cycle 0.38 0.38 0.25 0.67 0.25 0.25 (v / s)_i Volume / Saturation Flow Rate 0.30 0.29 0.28 0.29 0.19 0.15 s, saturation flow rate [veh/h] 3560 1854 2912 5094 1781 1620 c, Capacity [veh/h] 1353 704 728 3413 445 405 d1, Uniform Delay [s] 27.57 27.11 37.50 7.66 34.64 33.28 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 d2, Incremental Delay [s] 4.96 7.78 70.67 0.40 1 11.17 1 6.97 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 Lane Group Results X, volume / capacity 0.80 0.77 1.12 0.43 0.75 0.62 d, Delay for Lane Group [sNeh] 32.54 34.88 108.17 8.06 45.81 40.25 Lane Group LOS C C F A D D Critical Lane Group Yes Yes No Yes No 50th-Percentile Queue Length [vehAn] 12.03 12.43 15.86 4.47 8.79 6.11 50th-Percentile Queue Length [ftAn] 300.66 310.70 396.50 111.76 219.68 152.87 95th-Percentile Queue Length [vehAn] 17.71 18.21 23.82 7.94 13.65 10.17 95th-Percentile Queue Length [ftAn] 442.84 455.24 595.40 19744 341.22 4.2 256 Scenario 14: 14 HCM - EX WP_REM ENT_PM Kimley-Horn Santa Ana Main Place 12/122018 oa.a.ad th =® MoRement Approach ALI Intersection D All CASH deal Other Cases nVialk mi Effectiontak Time Is] an an an an Sequence ®s®®sssssssssssse ®seesssssssssssse Appendix C School District Boundaries SANTAANA UNIFIED SCHOOL DISTRICT ALL SITES AND ELEMENTARY SCHOOL ATTENDANCE BOUNDARIES � i District Fac Elementary I ntermed iat( High Schoo OFundamen Alternative AoCharter S& Elements Attendance 0 Adams Elerr 0 Davis Eleme Diamond BE Edison Elerr Esqueda BE Franklin Eler Fremont Elei 0 Garfield Elea 0 Harvey Elem = Heninger Ele 0 Heroes Elem =Hoover Elem( =Jackson Elerr 0 Jefferson Elei = Kennedy Eler = King Element', = Lincoln Elem( = Lowell Elemei Madison ElerY 0 Martin Eleme 0 Monroe Elem, Monte Vista E 0 Pio Pico Elen 0 Roosevelt BE Santiago Eler Sepulveda El 0 Taft Element2 0 Walker EIemE Washington E Wilson Eleme W N IN Updated 2018-AB SANTAANA UNIFIED SCHOOL DISTRICT ALL SCHOOL SITES AND INTERMEDIATE SCHOOL ATTENDANCE BOUNDARIES 0 c� BUILDING W DNq 2 W 20T ST W, HST Z W 18TH ST O ¢ G Z � F m W 16TH ST x N Ij W 15T ST M I D W z 2 WMARTHA LN n LHVVUUDLN 9� CB W FAIRBROOK LN POO �L W CORRIGAN AVE z O Z w _ M Z O MEMORY LN Q O Q W JONQUIL RD W MAIN PIT P F W K LN J ti U ¢ W pgRK LN m W SHARON RD ¢ O WRIVERIF 4 Z NRIVERSIDE DR ¢ n WRIVER LN Z z W RIVIERA DR r NPARK BLVD Q WR VIERAD W WM RIO m w m > > O ¢ O z N ONNIE BR W w m ¢ r W NT CLARAAVE z 3 UFFALO Q Z y Z K W U K j w 2 > 20TH ST 20TH E z E On O ST IIIIII� a W1 HST w Z 8TH ST x z O W1 HST u W W 1]TH ST z z EEO EWO DRD w w w W F � N Q Q Q O O O ¢ Z O u K z z a z z ¢ Z ESA TA CL RAA E z Q EBUFFALO AVE gNTq C 3U FFALO E EBU FFALO AVE OU EAVALO AVE BUT FALO AVE J m m E AVAIL 0N AVE Z 0 T 2C2 3 ER ECATALINAAVE F Z N � � E21STST w x ¢ m z z O ti y E20TH ST Z m Q E 19TH ST � z p z E 18TH S S I I Z ti y � Z ti E fiTH T m y m ¢ w G N WI L R m w s COLLEG w m N Z O � Z ¢ m m 15TH T E15T z a z z w 14TH ST TH ST K a K 2 C N ~ ¢ ~ Z Z IIII� MUIR o z o N O Z E 15TH ST E 15TH ST z F E 14TH ST E14TH ST Z �N F MARrH EWASHIN TON AVE Y tt y q(N y W 12TH ST I SO 0 Z WLIf IE ST y 121 ST Z r\ x m SERVICES ° w= Z WELLINGTG AVE N O P z W 11TH ST W 11TH ST m �+ K U O w K N O w16THB W10THST W1 IT ST E L OCHSA 2 z Z LL pp U Z y W 9TH ST E STAFFO ST O FRE T ti Q E9TH ST ZT 90L 9 y > Z W CENTE Q K Sfp NA N� E FRUIT ST ¢ PUBLICATIONS m W E6TH T Z N ° N a ° W ]TH ST z z z W]THS " EC ICC KITE P z z w y N j ¢ W W Vr SX z Q W ) tt N ¢ W 6TH ST y y = m 6TH ST F 6TH S x O Q LL 6TH GT E EfiTH ST EfiT"S A VANCE EARNING ACADEMY SPUR G N ° _ _ W HST NOVA ¢ MER N z W WSTHST E5 ST E5THST E RLY COL GE y W CAPE COD Wqy W 4TH ST W 4TH ST Q 4T ST 4TH ST z I z Z min 4TH ST Z F N m W w " ° ARFIELD ° ¢ Q m � ~ � Q O Z 3RD ST y z E 3R ST w z rn y F ¢ z W ND ST W NDS E. .COLS E2ND ST z Z E2 ST m K EPALM ST? 1st 1 St REACH ACAD MY _ _ EN NGE �� ¢ Z K LKI� IGHT LNy WWALNUT ST DVANCED LE R I z VILLA CAPRIAVEO V tiz w Q WA UT Q RIVATE RD QUEEN U z >= m m ? 2 m Y w w WPINES ¢ ➢ Z p m tt z z¢¢ J BINGE ` ¢ CADEMY Z F O / m K m W PI ST O E P Z t� O °0 o O w 0 Y Z m uxj 0 y W CHE TNUTAVE y m A y w O U O>� U PRINCESSLN y m Z m ECH STN TAVE DIS ICT Z W w m F W MYRT ST K tt 0 MINISTRATION W CAMILE ST K Vr N m u Vr a z m E STILE ST � 2 p WWILLITS ST p� w m E m Q m U w W AMILE ST > O WCAMILE ST O D W WILLITS ST z m, m U x ¢ w CAM EST E AMILE ST `n W RAYMAR ST PERSIMMON LN vi m w -0 o W ILLITS S m WIL ITS ST 00 m 0 AMILE S x McFadden w m m Q m RAY MAR ST m LL m WBISH PST BISHOPS Y m K WARREN ST z WMARK ST LINCOLN m E O Y E K 0 W MONTAVISTA E Tr O Q m ¢ 2O WRICHLAND AVE RICH Em m WRICHLAND ST m EGRA TST LKE U EHUNTERAVE 2 W HIGHLAND ST W TOLLIVER S M ¢ w a q¢ K 4 �G �eq (YysrP� ZO W WISTERIA PIT 6� y W HIGHLAND Q m W HIGHLAND ST U F E WAKEHAM AVE E WAKEH AVE w cG �p tt w 4 m tt x EWAKEHAM AV " PIO PICO m WISTERIA FO `I'T (Z ¢ W BROOK ST C Q m W BROOK m "s > m = MONTE VISTA ► Q U a m ° T u "' c0 m W CUBBON ST > CURSOR ST w m m W CURSOR ST d E -VERILY PIT z CAL SAFE W GDBBQN ST m 0 1 W MCFADDEN AVE ENORMANDV PL m I�NDY L ENORMANDV " ORIN G ISET s o den L"OA" WLINGANLN W AAVEF N EHARWOODPL EHARWOOD L m McFadden O O m H m A W LINGAN LN O K I WADRIN WAY = m Q J PG EMCFADDEN AVE O Q ° O x z K r ¢ Om H 9 2 m Q o U- z = Q= sW WRUSSE AVE i ERUSSELLAVE ERUSSELLAVE m 0 C N 1 00 m y rn wDgHL LN F WDAHL LN DAHL LN N > K w EOXFORD ST JACKSON y m ¢- ° J ° ¢ 1 m LATHR P EO ORD T 0: KE NEDY q ?I 0 m O ti 0 y ti m y y Q m Q EGRIFFITH L mryIW L m U I J 0 W WILSHIRE AVE Q m -- m EGRIFFITH PL ti WLAVERNEAVE -I II O m - WJAN WAY ¢ W K EWILSHIRE E W ELDERAVEII m w O a MARTIN m WELDER AVE x m 0 �. ti p Y W EHOBART ST U K WELDER AVE to m ¢ K 0 3 BORCHARD AV to y WELDER AVE m y F F m0 x Z � WBORCHARD AVE ti WHOOD AVE WBORCH'RD A p w w z �' j F (~p w m w WBO HARD AVE Q m m 2 m EWILSHIRE AV Edinger O I y ¢O mO y K N K Q m Q y y O DER AVE N WEDINGER VE DIAMOND m m m m O m 0 O1 m m EHOOD gVE MADI ON m EBORCHARD AV Edinger h WSTANFORDST m ti m IIIIIIIIIIIIIII K O EEDINGER AVE W STANFORD ST yr m m ESTANFORDAVE = WPOMONAST ;GARB Z 0 w y ESTANFORO ST F PU IL SUPPOFV a o y ENTURY �✓TA, WCALIFORNIA m w_ m m m Z SE VICES WPOMONA T EPOMONAST EPOMONAST H h (lES ¢U WBERKELEYS O tt F EPOMONAS ""Yy( K d m EBERKELEYST EBERKELEYST ¢ m qp m r m m W OCC DENTAL ST E OCCIDENTAL ST U u W SAINTAN DREW PIT m m GODINEZHARVEY W AINTANDREWPL J WCOMMERCIA ST m 0 WCARLTONPL U W , SEPULV ¢ m W CARLTON PIT ESAINTANDREW pL �i W CASTOR ST ¢ g W CARLTON PI 2 W m w m GLENWOOD pL m¢ O (9 wGLENWOOD PIT Q y N F N m M 0ESAINTANDREW PIT M CHELL CDC WCASTOR ST U O U U K NWOOD L WGLENWO DPL m K m O w m ¢ F O W HARVARD S W HARVARD ST K u ¢ > a F z m Q p Z W HARVARD T VALLEY m WCAMDENPL m y u 0 W AMDENPL WCAMDEN PL O w 6 EDISON ° ° W W CAMDEN PIT CAMDEN PITSP\Nt PNN�PI 0 W SAINTAN BE PITW SAINT GERTRUDE PITS NTANNE PL m 00 SAN T GE T DE PIT m Ox m z m m ¢ WSAINT GERTRUDE PIT SAINT GERTRUDE PIT Z w ESAINT RESTED PIT m Q W CLEGHORN WAY w K m Vr ¢O F K Warner WMA WOOD AVE w z K WANAHURST PL K y J F Z IIIIII� Q Q j Q w WgNAHURST PL Q y m K w > F m m MAYWOOD AVE O ° 2¢ Vr w w 0 w E O O w NAHURST PL-EANAHURST PT.' 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C9rf VIIII 2.1019 r 21L El 048ft & MbNdgo 30. FOFiola 4.0000 wtn al. sa lm a. CIMPIRM HUM 32. TWIM LC ME 7 Es MIM Hblb Will z S. FUMBF WELw>OIVId none W WIMI@ n slim it 3L vlliw Park Nr31mi ta. u EN 3111101michum 1a. Ummmn 37. 01MOn H■s IL uwaa "M aa. FMK SM >Is. MCRMWI wlaSml KNOW 1X IMI0 MUM 40. MP 1a.OM it Palnplm 0ISM FedllleV Me llllw L MWMn MMW 21. F esm L.eAalabaaaM M slMors 2L Tall 20. Nib MR ElwINSIMS 35 %ED sc/fo � °. 67�R Avr �q9 V Q��N AGE, CNllf� orange unified senool District 1401 Norm NandY street orange, ca 92867 MT a -A" � � `,�_ � _ �� ►�� :- i_�_ �� - M City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix E. Acoustical Assessment City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. MAINPLACE MALL TRANSFORMATION PROJECT Acoustical Assessment Prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Kimley>»Horn E pec: More Experience 6eVer January 2019 This Page Intentionally Left Blank City of Santa Ana Main Place Mall Transformation Project TABLE OF CONTENTS Acoustical Assessment Section Page No. 1 INTRODUCTION...........................................................................................................................................................1 1.1 Background......................................................................................................................................................1 2 PROPOSED PROJECT DESCRIPTION.............................................................................................................................3 2.1 Project Location...............................................................................................................................................3 2.2 Proposed Project.............................................................................................................................................3 3 ACOUSTIC FUNDAMENTALS......................................................................................................................................11 3.1 Sound and Environmental Noise...................................................................................................................11 3.2 Groundborne Vibration.................................................................................................................................18 4 REGULATORY SETTING..............................................................................................................................................20 4.1 State of California..........................................................................................................................................20 4.2 Local..............................................................................................................................................................20 5 EXISTING CONDITIONS..............................................................................................................................................26 5.1 Existing Noise Levels......................................................................................................................................26 5.2 Sensitive Receptors.......................................................................................................................................27 5.3 Noise Measurements....................................................................................................................................28 6 SIGNIFICANCE CRITERIA AND METHODOLOGY.........................................................................................................29 6.1 CEQAThresholds...........................................................................................................................................29 6.2 Methodology.................................................................................................................................................29 7 POTENTIAL IMPACTS AND MITIGATION....................................................................................................................30 7.1 Acoustical Impacts.........................................................................................................................................30 7.2 Cumulative Noise Impacts.............................................................................................................................39 8 REFERENCES..............................................................................................................................................................40 TABLES Table 1: MainPlace Mall Summary of Approved and Proposed Land Uses...................................................................4 Table 2: Definitions of Acoustical Terms.....................................................................................................................15 Table 3: Human Reaction and Damage to Buildings for Continuous or Frequent Intermittent Vibrations ................19 Table 4: City of Santa Ana Interior and Exterior Noise Standards...............................................................................21 Table 5: Santa Ana Maximum Permissible Noise Levels..............................................................................................22 Table 6: City of Orange Maximum Allowable Noise Exposure -Transportation Noise Sources...................................23 Table 7: City of Orange Maximum Allowable Noise Exposure — Stationary Noise Sources.........................................25 Table 8: City of Orange Exterior Noise Standards........................................................................................................25 »Horn Page I i City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Table 9: Existing Traffic Noise Levels...........................................................................................................................27 Table 10: Existing Noise Measurements......................................................................................................................28 Table 11: Typical Construction Noise Levels................................................................................................................31 Table 12: Existing Plus Project Traffic Noise Levels.....................................................................................................35 Table 13: Typical Construction Equipment Vibration Levels.......................................................................................38 FIGURES Figure1— Vicinity Map..................................................................................................................................................5 Figure2 — Existing Site Plan...........................................................................................................................................7 Figure3 — Project Site Plan............................................................................................................................................9 Figure 4 — Common Environmental Noise Levels........................................................................................................13 APPENDICES Appendix A: Existing Ambient Noise Measurements Appendix B: Noise Model Output Files >) f orn Page I ii City of Santa Ana Main Place Mall Transformation Project I&IIre] LT_1IaMNF-11IaIlk ra0L&� ADT average daily traffic BNL basic noise level CEQA California Environmental Quality Act CL centerline CNEL community equivalent noise level cy cubic yards dB decibel dB decibel dBA A -weighted sound level EPA Environmental Protection Agency FHWA Federal Highway Administration ft foot/feet FTA Federal Transit Administration HVAC heating ventilation and air conditioning Hz hertz in/sec inches per second Ldn day -night noise level Leq equivalent noise level Lma, maximum noise level Lm;n minimum noise level mph miles per hour PPV peak particle velocity RIMS root mean square sf square foot µPa micropascals VdB vibration velocity level Acoustical Assessment ?)Horn Page I iii City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank Acoustical Assessment »Horn Page I N City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment 1 INTRODUCTION This Acoustical Assessment has been prepared to evaluate the potential noise effects associated with the proposed Main Place Mall Transformation Project (Main Place Project, or Proposed Project), which includes revitalization of the Main Place Mall and adoption of the Main Place Specific Plan. Main Place Mall has evolved over several decades from the original Fashion Square project approved in 1983, to the present mall of approximately 1,130,000 square feet (sf) of commercial uses. The site has not yet been developed to its full potential; existing entitlements allow for the additional development of up to 1,500,000 sf of office use, 400 hotel rooms, and additional commercial square footage. The Main Place Specific Plan proposes changes to the approved land use plan, as discussed in the Proposed Project section of this report. This analysis has been undertaken to analyze whether the proposed Main Place Project would result in any new or substantially more severe significant environmental impacts as compared to the conclusions discussed in the certified Fashion Square Commercial Center Final Environmental Impact Report (Approved Project or Final EIR). The purpose of this analysis is to document whether any new noise impacts would occur based on proposed updates to the Proposed Project (described below) pursuant to State California Environmental Quality Act (CEQA) Guidelines Section 15162 (et seq.). 1.1 Background 1.1.1 Fashion Square Commercial Center Final EIR -1983 In 1983, the Santa Ana Fashion Square development consisted of an approximately 512,595-sf open-air retail mall on the site of the current Main Place Mall. The Fashion Square Commercial Center Subsequent Final EIR was prepared to evaluate the potential impacts associated with rehabilitation and redevelopment of the site as a mixed -use commercial center with 1,600,000 sf of retail space, 1,500,000 sf of office space, and 1,200 hotel rooms. The Final EIR was certified by the City of Santa Ana in 1983. With respect to the topic of noise, the Final EIR states: "The project will generate additional noise in the local area due to demolition of existing on -site structures, construction activity, construction traffic and project -generated traffic. Since construction activities are limited to daytime hours and there are no "noise sensitive" land uses immediately adjacent to the site, no adverse noise impacts are anticipated during phase development of the project. The project may be expected to increase traffic noise levels along Owens Drive east of Main Street. Since the development plans are for commercial uses, the majority of traffic noise related to the project would occur during the daytime hours. Late night and early morning hour noise levels are not expected to be much different than existing conditions. Therefore, residents on Owens Drive closest to Main Street could anticipate increased noise levels only during the daytime." It was also noted that a noise barrier on the west side of North Broadway would be constructed as a part of Caltrans' construction of the Broadway overpass. "This will mitigate any increase in traffic noise along Broadway resulting from project traffic." Noise impacts to residences near Main Street at Owens Drive (now Memory Lane Drive) were identified. The Final EIR identified that the construction of a noise barrier 10mleyvHorn Page I 1 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment along the east side of Main Street would not be feasible and the impact was identified as significant and unavoidable. Since certification of the Final EIR, the residences in this location have been replaced with office and commercial uses. No significant impact would have occurred assuming the existing office and commercial uses. 1.1.2 Addendum to the Final EIR for MainPlace / Santa Ana — 2000 Addendum (ER 96-033) to the Environmental Impact Report for Proposed MoinPloce/Santa Ana Expansion noted that the existing MainPlace Regional Shopping Center had approximately 1.1 million sf of leasable retail space. Subsequent entitlements in 2000 revised the allowed land uses approved in 1983. The vesting tentative parcel map approved in 2000 would allow up to 1,509,255 sf of retail, 1,500,000 sf of office space, and 400 hotel rooms. With regards to noise, the Addendum concluded that no construction noise or traffic noise impacts would occur. Page 12 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment 2 PROPOSED PROJECT DESCRIPTION 2.1 Project Location The approximately 49.04-acre project site is currently occupied by the existing MainPlace Mall in the City of Santa Ana. The project site location is shown in its regional setting on Figure 1, Local Vicinity. A site plan for the existing site is provided on Figure 2, Site Vicinity. The site is in the northern portion of the City and is generally bordered on the north by State Route 22 (SR-22 — the Garden Grove Freeway); on the south by MainPlace Drive and commercial development south of MainPlace Drive; on the east by Main Street; and on the west by Interstate 5 (1-5 — the Santa Ana Freeway). Primary arterial access to the Specific Plan area is from Main Street, Town and Country Road, and Broadway, which provide access to 1-5 and SR-22. A four -lane perimeter access road, MainPlace Drive, serves as a ring road around the north, west, and south sides of MainPlace Mall, and connects to the surrounding street system in four locations: The project site is currently designated in the City's General Plan as District Center and existing zoning is General Commercial (C2), which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Land uses surrounding the Specific Plan Area are predominantly large roadways and freeways and commercial uses, with limited residential in the vicinity. The Discovery Science Center is located approximately 800 feet to the south. 2.2 Proposed Project The total building area for MainPlace Mall is currently 1,130,000 sf of commercial / retail uses within an enclosed mall building. There are 4,882 parking spaces in surface parking lots and 3 parking structures. The MainPlace Mall is currently entitled for the following additional development: 379,255 sf of additional retail space, bringing the retail square footage to a total of 1,509,255 sf; 1,500,000 sf of office space, and 400 hotel rooms. The applicant wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use by adding residential uses in a mixed - use setting. The Proposed Project site plan is shown on Figure 3, Land Use Plon. As proposed, the Project would consist of the following additional development: 270,000 sf of commercial (bringing the total commercial development to 1,400,000 sf); 750,000 sf of office; 400 hotel rooms; and 1,900 multi -family residential units. Table 1 provides a comparison of the originally approved to the currently entitled to the proposed land use mix for the project site. Page 13 Kimley o Horn City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Table 1: MainPlace Mall Summary of Approved and Proposed Land Uses Land Use Originally Approved (1983) Currently Entitled (2000) Proposed Project Difference from Currently Entitled Commercial (sf) 1,600,000 1,509,255 1,400,000 (109,255) Office (sf) 1,500,000 1,500,000 750,000 (750,000) Hotel (rooms) 1,200 400 400 0 Residential (du) 0 0 1,900 1,900 sf= square feet; du = dwelling units Construction and Phasing The Proposed Project is anticipated to be implemented in eight phases over a multi -year period. Total grading for the Proposed Project is estimated to require 350,000 cubic yards (cy) to 440,000 cy. An export of soil is expected due to the projected construction of parking structures and minor grade adjustments across the site. An import of soil is anticipated near the west side of the site to provide a level development area. Page 14 Kimley Morn 1 G�` a •fix ''- � L° nfn ' � _ � . •.� _,- �_ 7on�•. d City of, Orange cct NOW (� 1p po � Q f z 2� °�'� City of Santa Ana City of Santa Ana This Page Intentionally Left Blank MainPlace Mall Transformation Project Acoustical Assessment Page 1 6 'VA, A }• U y It MAIN STREET a City of Santa Ana This Page Intentionally Left Blank MainPlace Mall Transformation Project Acoustical Assessment Page 1 8 LEGEND �••� Project Boundary ---- Parcel Line Commercial Core Mixed -Use PARC //�� \ 10 PARCEL 6 I! Y 5 z N BROADWAY ST fREEF� [ _ .v ._.______.___-__.- _ , r--' _-T___"_ Figure 3 Project Site Plan Ef City of Santa Ana This Page Intentionally Left Blank MainPlace Mall Transformation Project Acoustical Assessment Page 1 10 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment 3 ACOUSTIC FUNDAMENTALS 3.1 Sound and Environmental Noise Acoustics is the science of sound. Sound can be described as the mechanical energy of a vibrating object transmitted by pressure waves through a medium (e.g., air) to human (or animal) ear. If the pressure variations occur frequently enough (at least 20 times per second), they can be heard and are called sound. The number of pressure variations per second is called the frequency of sound and is expressed as cycles per second, or hertz (Hz). Noise is defined as loud, unexpected, or annoying sound. In acoustics, the fundamental model consists of a noise source, a receptor, and the propagation path between the two. The loudness of the noise source, obstructions, or atmospheric factors affecting the propagation path, determine the perceived sound level and noise characteristics at the receptor. Acoustics deal primarily with the propagation and control of sound. A typical noise environment consists of a base of steady background noise that is the sum of many distant and indistinguishable noise sources. Superimposed on this background noise is the sound from individual local sources. These sources can vary from an occasional aircraft or train passing by to continuous noise from traffic on a major highway. Perceptions of sound and noise are highly subjective from person to person. Measuring sound directly in terms of pressure would require a large range of numbers. To avoid this, the decibel (dB) scale was devised. The dB scale uses the hearing threshold of 20 micropascals (µPa) as a point of reference, defined as 0 dB. Other sound pressures are then compared to this reference pressure, and the logarithm is taken to keep the numbers in a practical range. The dB scale allows a million -fold increase in pressure to be expressed as 120 dB, and changes in levels correspond closely to human perception of relative loudness. Figure 4, Common Environmental Noise Levels, depicts typical noise levels and the human response. Kimlev >>Horn Page 111 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank Acoustical Assessment Kimlev >>Horn Page 1 12 Common Environmental Noise Levels dRIAI' Times Nnise Level Response As Loud Harmfully loud ......• nx G�O!P'� ...................... painlully loud �................... Regular u.paser GA 3] o.er I.mut. rislu par. ant headngluss very loud ••••....... e Annaying ........... a Annoyi"-intedere, with ronvrrsaUon i Moderately laud ••••••s��a Comfortable ......... .....•................ 1 Quiet ...................... Wryqulet Just audible Threshold o1 hearing City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank Acoustical Assessment Kimlev >>Horn Page 1 14 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Noise Descriptors The dB scale alone does not adequately characterize how humans perceive noise. The dominant frequencies of a sound have a substantial effect on the human response to that sound. Several rating scales have been developed to analyze the adverse effect of community noise on people. Because environmental noise fluctuates over time, these scales consider that the effect of noise on people is largely dependent on the total acoustical energy content of the noise, as well as the time of day when the noise occurs. The equivalent noise level (Leq) is the average noise level averaged over the measurement period, while the day -night noise level (Ld°) and Community Equivalent Noise Level (CNEL) are measures of energy average during a 24-hour period, with dB weighted sound levels from 7:00 PM to 7:00 AM Most commonly, environmental sounds are described in terms of an average level (Leq) that has the same acoustical energy as the summation of all the time -varying events. Each is applicable to this analysis and defined in Table 2. Table 2: Definitions of Acoustical Terms Term Definitions A unit describing the amplitude of sound, equal to 20 times the logarithm to the Decibel (dB) base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20. Sound pressure is the sound force per unit area, usually expressed in µPa (or 20 micronewtons per square meter), where 1 pascals is the pressure resulting from a force of 1 newton exerted over an area of 1 square meter. The sound pressure Sound Pressure Level level is expressed in dB as 20 times the logarithm to the base 10 of the ratio between the pressures exerted by the sound to a reference sound pressure (e.g., 20 µPa). Sound pressure level is the quantity that is directly measured by a sound level meter. The number of complete pressure fluctuations per second above and below Frequency (Hz) atmospheric pressure. Normal human hearing is between 20 Hz and 20,000 Hz. Infrasonic sound are below 20 Hz and ultrasonic sounds are above 20,000 Hz. The sound pressure level in dB as measured on a sound level meter using the A -Weighted Sound Level A -weighting filter network. The A -weighting filter de-emphasizes the very low and (dBA) very high -frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise. The average acoustic energy content of noise for a stated period of time. Thus, the Leq of a time -varying noise and that of a steady noise are the same if they deliver Equivalent Noise Level (Leq) the same acoustic energy to the ear during exposure. For evaluating community impacts, this rating scale does not vary, regardless of whether the noise occurs during the day or the night. Maximum Noise Level (L,„e„) The maximum and minimum dBA during the measurement period. Minimum Noise Level (L,„;°) Exceeded Noise Levels The dBA values that are exceeded 1%, 10%, 50%, and 90% of the time during the (Loi, Lio, 1_5o, Lso) measurement period. A 24-hour average Leq with a 10-dBA weighting added to noise during the hours of Day -Night Noise Level (Ld°) 10:00 PM to 7:00 AM to account for noise sensitivity at nighttime. The logarithmic effect of these additions is that a 60 dBA 24-hour Leq would result in a measurement of 66.4 dBA Ld°. Kimlev >>Horn Page 115 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Table 2: Definitions of Acoustical Terms Term Definitions A 24-hour average L, with a 5-dBA weighting during the hours of 7:00 AM to 10:00 Community Noise Equivalent AM and a 10 dBA weighting added to noise during the hours of 10:00 PM to 7:00 Level (CNEL) AM to account for noise sensitivity in the evening and nighttime, respectively. The logarithmic effect of these additions is that a 60 dBA 24-hour L, would result in a measurement of 66.7 dBA CNEL. Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location. That noise which intrudes over and above the existing ambient noise at a given Intrusive location. The relative intrusiveness of a sound depends on its amplitude, duration, frequency, and time of occurrence and tonal or informational content as well as the prevailing ambient noise level. The A -weighted decibel (dBA) sound level scale gives greater weight to the frequencies of sound to which the human ear is most sensitive. Because sound levels can vary markedly over a short period of time, a method for describing either the average character of the sound or the statistical behavior of the variations must be utilized. Most commonly, environmental sounds are described in terms of an average level that has the same acoustical energy as the summation of all the time -varying events. The scientific instrument used to measure noise is the sound level meter. Sound level meters can accurately measure environmental noise levels to within about plus or minus 1 dBA. Various computer models are used to predict environmental noise levels from sources, such as roadways and airports. The accuracy of the predicted models depends on the distance between the receptor and the noise source. A -Weighted Decibels The perceived loudness of sounds is dependent on many factors, including sound pressure level and frequency content. However, within the usual range of environmental noise levels, perception of loudness is relatively predictable and can be approximated by dBA values. There is a strong correlation between dBA and the way the human ear perceives sound. For this reason, the dBA has become the standard tool of environmental noise assessment. All noise levels reported in this section are in terms of dBA, but are expressed as dB, unless otherwise noted. Addition of Decibels The dB scale is logarithmic, not linear, and therefore sound levels cannot be added or subtracted through ordinary arithmetic. Two sound levels 10 dB apart differ in acoustic energy by a factor of 10. When the standard logarithmic dB is A -weighted, an increase of 10 dBA is generally perceived as a doubling in loudness. For example, a 70-dBA sound is half as loud as an 80 dBA sound and twice as loud as a 60 dBA sound. When two identical sources are each producing sound of the same loudness, the resulting sound level at a given distance would be 3 dBA higher than one source under the same conditions. Under the dB scale, three sources of equal loudness together would produce an increase of 5 dBA. Sound Propagation and Attenuation Sound spreads (propagates uniformly outward in a spherical pattern, and the sound level decreases (attenuates) at a rate of approximately 6 dB for each doubling of distance from a stationary or point source. Sound from a line source, such as a highway, propagates outward in a cylindrical pattern. Sound Kimlev >>Horn Page 116 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment levels attenuate at a rate of approximately 3 dB for each doubling of distance from a line source, such as a roadway, depending on ground surface characteristics. No excess attenuation is assumed for hard surfaces like a parking lot or a body of water. Soft surfaces, such as soft dirt or grass, can absorb sound, so an excess ground -attenuation value of 1.5 dB per doubling of distance is normally assumed. For line sources, an overall attenuation rate of 3 dB per doubling of distance is assumed. Noise levels may also be reduced by intervening structures; generally, a single row of buildings between the receptor and the noise source reduces the noise level by about 5 dBA, while a solid wall or berm reduces noise levels by 5 to 10 dBA. The manner in which older homes in California were constructed generally provides a reduction of exterior -to -interior noise levels of about 20 to 25 dBA with closed windows. The exterior -to -interior reduction of newer residential units is generally 30 dBA or more. Human Response to Noise The human response to environmental noise is subjective and varies considerably from individual to individual. Noise in the community has often been cited as a health problem, not in terms of actual physiological damage, such as hearing impairment, but in terms of inhibiting general well-being and contributing to undue stress and annoyance. The health effects of noise in the community arise from interference with human activities, including sleep, speech, recreation, and tasks that demand concentration or coordination. Hearing loss can occur at the highest noise intensity levels. Noise environments and consequences of human activities are usually well represented by median noise levels during the day or night or over a 24-hour period. Environmental noise levels are generally considered low when the CNEL is below 60 dBA, moderate in the 60 to 70 dBA range, and high above 70 dBA. Examples of low daytime levels are isolated, natural settings with noise levels as low as 20 dBA and quiet, suburban, residential streets with noise levels around 40 dBA. Noise levels above 45 dBA at night can disrupt sleep. Examples of moderate -level noise environments are urban residential or semi -commercial areas (typically 55 to 60 dBA) and commercial locations (typically 60 dBA). People may consider louder environments adverse, but most will accept the higher levels associated with noisier urban residential or residential -commercial areas (60 to 75 dBA) or dense urban or industrial areas (65 to 80 dBA). Regarding increases in dBA, the following relationships should be noted: Except in carefully controlled laboratory experiments, a change of 1 dBA cannot be perceived by humans. • Outside of the laboratory, a 3 dBA change is considered a just -perceivable difference. • A change in level of at least 5 dBA is required before any noticeable change in community response would be expected. An increase of 5 dBA is typically considered substantial. • A 10 dBA change is subjectively heard as an approximate doubling in loudness and would almost certainly cause an adverse change in community response. Effects of Noise on People Hearing Loss. While physical damage to the ear from an intense noise impulse is rare, a degradation of auditory acuity can occur even within a community noise environment. Hearing loss occurs mainly due to chronic exposure to excessive noise but may be due to a single event such as an explosion. Natural hearing loss associated with aging may also be accelerated from chronic exposure to loud noise. The Occupational Safety and Health Administration has a noise exposure standard that is set at the noise threshold where Kimlev >>Horn Page 1 17 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment hearing loss may occur from long-term exposures. The maximum allowable level is 90 dBA averaged over 8 hours. If the noise is above 90 dBA, the allowable exposure time is correspondingly shorter. Annoyance. Attitude surveys are used for measuring the annoyance felt in a community for noises intruding into homes or affecting outdoor activity areas. In these surveys, it was determined that causes for annoyance include interference with speech, radio and television, house vibrations, and interference with sleep and rest. The Ldn as a measure of noise has been found to provide a valid correlation of noise level and the percentage of people annoyed. People have been asked to judge the annoyance caused by aircraft noise and ground transportation noise. There continues to be disagreement about the relative annoyance of these different sources. A noise level of about 55 dBA Ldn is the threshold at which a substantial percentage of people begin to report annoyance'. 3.2 Groundborne Vibration Sources of groundborne vibrations include natural phenomena (earthquakes, volcanic eruptions, sea waves, landslides, etc.) or man-made causes (explosions, machinery, traffic, trains, construction equipment, etc.). Vibration sources may be continuous (e.g., factory machinery) or transient (e.g., explosions). Ground vibration consists of rapidly fluctuating motions or waves with an average motion of zero. Several different methods are typically used to quantify vibration amplitude. One is the peak particle velocity (PPV); another is the root mean square (RMS) velocity. The PPV is defined as the maximum instantaneous positive or negative peak of the vibration wave. The RMS velocity is defined as the average of the squared amplitude of the signal. The PPV and RMS vibration velocity amplitudes are used to evaluate human response to vibration. Table 3 identifies the reactions of people and the effects on buildings produced by continuous vibration levels. The annoyance levels shown in the table should be interpreted with care since vibration may be found to be annoying at much lower levels than those listed, depending on the level of activity or the sensitivity of the individual. To sensitive individuals, vibrations approaching the threshold of perception can be annoying. Low-level vibrations frequently cause irritating secondary vibration, such as a slight rattling of windows, doors, or stacked dishes. The rattling sound can give rise to exaggerated vibration complaints, even though there is very little risk of actual structural damage. In high noise environments, which are more prevalent where groundborne vibration approaches perceptible levels, this rattling phenomenon may also be produced by loud airborne environmental noise causing induced vibration in exterior doors and windows. ' Federal Interagency Committee on Noise, Federal Agency Review of Selected Airport Noise Analysis Issues, August 1992. Kimlev >>Horn Page 118 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Table 3: Human Reaction and Damage to Buildings for Continuous or Frequent Intermittent Vibrations Peak Particle Approximate Velocity Vibration Velocity (in/sec) Level (VdB) Human Reaction Effect on Buildings 0.006-0.019 64-74 Range of threshold of perception Vibrations unlikely to cause damage of any type Recommended upper level to 0.08 87 Vibrations readily perceptible which ruins and ancient monuments should be subjected Level at which continuous vibrations Virtually no risk of 0.1 92 may begin to annoy people, particularly architectural damage to those involved in vibration sensitive normal buildings activities Vibrations may begin to annoy people in Threshold at which there is a 0.2 94 buildings risk of architectural damage to normal dwellings Vibrations considered unpleasant by Architectural damage and 0.4-0.6 98-104 people subjected to continuous possibly minor structural vibrations and unacceptable to some damage people walking on bridges Source: California Department of Transportation, Transportation and Construction -Induced Vibration Guidance Manual, 2004. Ground vibration can be a concern in instances where buildings shake, and substantial rumblings occur. However, it is unusual for vibration from typical urban sources such as buses and heavy trucks to be perceptible. Common sources for groundborne vibration are planes, trains, and construction activities such as earth -moving which requires the use of heavy-duty earth moving equipment. For the purposes of this analysis, a PPV descriptor with units of inches per second (in/sec) is used to evaluate construction - generated vibration for building damage and human complaints. Kimlev >>Horn Page 119 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment 4 REGULATORY SETTING To limit population exposure to physically or psychologically damaging as well as intrusive noise levels, the Federal government, the State of California, various county governments, and most municipalities in the state have established standards and ordinances to control noise. 4.1 State of California California Government Code California Government Code Section 65302(f) mandates that the legislative body of each county and city adopt a noise element as part of its comprehensive general plan. The local noise element must recognize the land use compatibility guidelines established by the State Department of Health Services. The guidelines rank noise land use compatibility in terms of "normally acceptable," "conditionally acceptable," "normally unacceptable," and "clearly unacceptable" noise levels for various land use types. Single-family homes are "normally acceptable" in exterior noise environments up to 60 CNEL and "conditionally acceptable" up to 70 CNEL. Multiple -family residential uses are "normally acceptable" up to 65 CNEL and "conditionally acceptable" up to 70 CNEL. Schools, libraries, and churches are "normally acceptable" up to 70 CNEL, as are office buildings and business, commercial, and professional uses. Title 24— Building Code The State's noise insulation standards are codified in the California Code of Regulations, Title 24: Part 1, Building Standards Administrative Code, and Part 2, California Building Code. These noise standards are applied to new construction in California for interior noise compatibility from exterior noise sources. The regulations specify that acoustical studies must be prepared when noise -sensitive structures, such as residential buildings, schools, or hospitals, are located near major transportation noise sources, and where such noise sources create an exterior noise level of 65 dBA CNEL or higher. Acoustical studies that accompany building plans must demonstrate that the structure has been designed to limit interior noise in habitable rooms to acceptable noise levels. For new multi -family residential buildings, the acceptable interior noise limit for new construction is 45 dBA CNEL. 4.2 Local City of Santa Ana General Plan The City of Santa Ana General Plan is a long-range policy and planning document intended to guide the development, conservation, and enhancement of Santa Ana. The Santa Ana General Plan specifies interior and exterior noise guidelines for land uses in the Noise Element. The City requires that new developments be designed to meet these guidelines'. Because the City is mostly fully developed, the goals and policies within the Santa Ana General Plan are focused on remedial measures to deal with existing noise problems, prevention of new noise problems, and establishing appropriate noise emission standards per land use. Noise compatibility can be achieved by avoiding the location of conflicting land uses adjacent to one another, incorporating buffers and noise control techniques including setbacks, landscaping, building transitions, site design, and building construction techniques. Selection of the appropriate noise control technique would vary depending on the level of noise that needs to be reduced as well as the location z City of Santa Ana, General Plan Noise Element, revised 2009. Kimlev >>Horn Page 120 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment and intended land use. Santa Ana General Plan policies that directly address reducing and avoiding noise or vibration impacts include the following: Goal 1: Prevent significant increases in noise levels in the community and minimize the adverse effects of currently -existing noise sources. Objective 1.1: Prevent creation of new and additional sources of noise. Objective 1.2: Reduce current noise levels to acceptable standards. Policies: Require consideration of noise generation potential and susceptibility to noise impacts in the sitting, design and construction of new developments. Require mitigating site and building design features, traffic circulation alternatives, insulation, and other noise prevention measures of those new developments which generate high noise levels. Sound insulate and/or buffer sensitive land uses such as housing from adverse noise impacts in noise -prone areas. Minimize noise generation in residential neighborhoods through control or elimination of truck traffic and through -traffic from these areas. As noted, the City of Santa Ana is largely built out and the street system is well established, creating challenges for separating noise -sensitive land uses from primary noise sources. The General Plan Noise Element establishes policies guarding against new noise or land use conflicts to minimize the impact of existing noise sources on the community. Table 4 identifies the City's interior and exterior noise guidelines for land use planning. It should also be noted that the Santa Ana General Plan Noise Element mentions that residential uses should be protected with additional insulation, above normal building construction, within areas of greater than 60 dB CNEL. Table 4: City of Santa Ana Interior and Exterior Noise Standards Category Land Use Categories Interiorl(d BA) Exterior 2 (dBA) Residential Single -Family, duplex, multi -family 451 65 Hospital, school classroom/ Institutional playgrounds 45 65 Church, library 45 NA Open Space Parks NA 65 NA: Not Applicable; dBA: Decibel 1. Interior areas (to include but are not limited to): bedrooms, bathrooms, kitchens, living rooms, dining rooms, closets, corridors/hallways, private offices, and conference rooms. 2. Exterior areas shall mean: private yards of single-family homes, park picnic areas, school playgrounds, common areas, private open space, such as atriums on balconies, shall be excluded from exterior areas provided sufficient common area is included within the project. 3. Interior noise level requirements contemplate a closed window condition. Mechanical ventilation system or other means of natural ventilation shall be provided per Chapter 12, Section 1305 of the Uniform Building Code. Source: City of Santa Ana, General Plan Noise Element, revised 2009. Kimlev >>Horn Page 121 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment City of Santa Ana Municipal Code A noise ordinance is intended to control unnecessary, excessive, and annoying sounds from stationary, non -transportation noise sources. Noise ordinance requirements are not applicable to mobile noise sources such as heavy trucks traveling on public roadways. Federal and State laws preempt control of mobile noise sources on public roads. The Santa Ana Noise ordinance standards (Article VI, Noise Control within Chapter 18, Health and Sanitation, of the Municipal Code) generally apply to noises affecting residential land uses. The Santa Ana Municipal Code prohibits the production of excessive noise as it pertains to residential uses. Table 5 shows these noise standards for residential properties within the City of Santa Ana. Table 5: Santa Ana Maximum Permissible Noise Levels Time Maximum Permissible Noise Levels (dBA) L50 Les La L2 L,„ x 10:00 PM to 7:00 AM 50 55 60 65 70 7:00 AM to 10:00 PM 55 60 65 70 75 Source: City of Santa Ana Municipal Code, Chapter 18, Article VI, Section 18-312, August 8, 2018. The City of Santa Ana exempts noise associated with construction, repair, remodeling, or grading of any real property from the noise limitations of the municipal code, provided that construction activities do not take place between the hours of 8:00 PM and 7:00 AM on weekdays, including Saturdays, or any time on Sundays or federal holidays. City of Orange General Plan The City of Orange General Plan Noise Element provides guidance for the control of noise to protect residents, workers, and visitors from potentially adverse noise impacts. Its primary goal is to regulate long-term noise impacts to preserve acceptable noise environments for all types of land uses. The Noise Element defers regulation of temporary, point -source noises such as construction activities to the City's Municipal Code Noise Ordinance. With regard to long-term noise impacts, the Noise Element contains stated goals, policies, and implementation measures for noise control. Goal 1.0: Promote a pattern of land uses compatible with current and future noise levels. Policy 1.1: Consider potential excessive noise levels when making land use planning decisions. Policy 1.2: Encourage new development projects to provide sufficient spatial buffers to separate excessive noise generating land uses and noise -sensitive land uses. Policy 1.3: Incorporate design features into residential and mixed -use projects that can be used to shield residents from excessive noise. Policy 1.4: Ensure that acceptable noise levels are maintained near noise -sensitive areas. Policy 1.5: Reduce impacts of high -noise activity centers located near residential areas. Kimlev >>Horn Page 122 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Policy 1.6: Require an acoustical study for proposed developments in areas where the existing and projected noise level exceeds or would exceed the maximum allowable levels identified in Table N-3. The acoustical study shall be performed in accordance with the requirements set forth within this Noise Element. Goal 2.0: Minimize vehicular traffic noise in residential areas and near noise -sensitive land uses. Policy 2.1: Encourage noise -compatible land uses along existing and future roadways, highways, and freeways. Policy 2.2: Encourage coordinated site planning and traffic control measures that minimize traffic noise in noise -sensitive land use areas. Policy 2.5: Work toward understanding and reducing traffic noise in residential neighborhoods with a focus on analyzing the effects of traffic noise exposure throughout the City. Goal7.0: Minimize construction, maintenance vehicle, and nuisance noise in residential areas and near noise -sensitive land uses. Policy 7.2: Require developers and contractors to employ noise minimizing techniques during construction and maintenance operations. Policy 7.3: Limit the hours of construction and maintenance operations located adjacent to noise -sensitive land uses. The noise standards specified in Table N-3 of the City's General Plan Noise Element are used as a guideline to evaluate the acceptability of the noise levels generated by the transportation sources; refer to Table 6. Table 6: City of Orange Maximum Allowable Noise Exposure -Transportation Noise Sources Land Use CNEL(dBA) Designations (as shown of Figure LU-S) Uses Interior',' Exterior' Estate Low -Density Residential Single-family, duplex, and multiple -family 45 65 Low -Density Residential Low Medium Density Residential Mobile home park N/A 65 Single-family 45 65 Medium Density Residential Mobile home park N/A 65 Neighborhood Mixed -use Neighborhood Office Professional Multiple -family, mixed -use 45 654,5 Transient lodging —motels, hotels 45 65 Old Towne Mixed -use General Commercial Yorba Commercial Overlay Sports arenas, outdoor spectator sports N/A N/A Auditoriums, concert halls, amphitheaters 45 N/A Urban Mixed -use Urban Office Professional Office buildings, business, commercial and professional 50 N/A Kimlev >>Horn Page 123 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Table 6: City of Orange Maximum Allowable Noise Exposure -Transportation Noise Sources Land Use CNEL(dBA) Designations (as shown of Figure LU-S) Uses Interior',' Exterior' Light Industrial Manufacturing, utilities, agriculture N/A N/A Industrial Schools, nursing homes, day care facilities, hospitals, convalescent facilities, dormitories 45 65 Government Facilities —offices, fire stations, 45 N/A community buildings Public Facilities and Institutions Places of Worship, Churches 45 N/A Libraries 45 N/A Utilities N/A N/A Cemeteries N/A N/A Recreation Commercial Open Playgrounds, neighborhood parks N/A 70 Space Open Space —Park Golf courses, riding stables, water recreation, Open S ace —Rid eline Resource P p g cemeteries N/A N/A Area N/A=Not Applicable to specified land use category or designation 1. Interior habitable environment excludes bathrooms, closets and corridors. 2. Exterior noise level standard to be applied at outdoor activity areas; such as private yards, private patio or balcony of a multi -family residence. Where the location of an outdoor activity area is unknown or not applicable, the noise standard shall be applied inside the property line of the receiving land use. 3. Interior noise standards shall be satisfied with windows in the closed position. Mechanical ventilation shall be provided per Uniform Building Code (UBC) requirements. 4. Within the Urban Mixed -Use, Neighborhood Mixed -Use, Old Towne Mixed -use, and Medium Density Residential land use designations, exterior space standards apply only to common outdoor recreational areas. 5. Within Urban Mixed -Use and Medium Density Residential land use designations, exterior noise levels on private patios or balconies located within 250 feet of freeways (1-5, SR-57, SR-55, SR-22, or SR-241) and Smart Streets and Principal Arterials identified in the Circulation & Mobility Element that exceed 70 dB should provide additional common open space. Source: City of Orange, General Plan, Noise Element Table N-3, 2010. As identified in Table 7, General Plan Noise Element Table N-4 summarizes City stationary source noise standards for various land use types. These standards represent the acceptable exterior noise levels at the sensitive receptor. In addition to the maximum allowable noise level standards outlined in Tables N-3 and NA the City identifies impacts when a project causes ambient noise levels to exceed the following: Where the existing ambient noise level is less than 65 dBA, a project related permanent increase in ambient noise levels of 5 dBA CNEL or greater. • Where the existing ambient noise level is greater than 65 dBA, a project related permanent increase in ambient noise levels of 3 dBA CNEL or greater. Kimlev >>Horn Page 124 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Table 7: City of Orange Maximum Allowable Noise Exposure — Stationary Noise Sources Noise Level Descriptor Daytime (7 AM to 10 PM) Nighttime (10 PM to 7 AM) Hourly Equivalent Level (Leq), dBA 55 45 Maximum Level (L,„e„), dBA 70 65 Notes: 1. These standards apply to new or existing noise -sensitive land uses affected by new or existing non -transportation noise sources, as determined at the outdoor activity area of the receiving land use. However, these noise level standards do not apply to residential units established in conjunction with industrial or commercial uses (e.g., caretaker dwellings). 2. Each of the noise levels specified above should be lowered by five dB for simple tone noises, noises consisting primarily of speech or music, or for recurring impulsive noises. Such noises are generally considered by residents to be particularly annoying and are a primary source of noise complaints. These noise level standards do not apply to residential units established in conjunction with industrial or commercial uses (e.g., caretaker dwellings). 3. No standards have been included for interior noise levels. Standard construction practices that comply with the exterior noise levels identified in this table generally result in acceptable interior noise levels. 4. The City may impose noise level standards which are more or less restrictive than those specified above based upon determination of existing low or high ambient noise levels. If the existing ambient noise level exceeds the standards listed in Table N-4, then the noise level standards shall be increased at 3 dB increments to encompass the ambient environment. Noise level standards incorporating adjustments for existing ambient noise levels shall not exceed a maximum of 70 dB Leq. Source: City of Orange, General Plan, Noise Element Table N-4, 2010. City of Orange Municipal Code Title 8 (Health and Safety) Chapter 8.24 (Noise Control) of the Orange Municipal Code (OMC) contains noise control regulations that prohibit construction activities between the hours of 8:00 PM and 7:00 AM on weekdays and Saturdays and anytime on Sundays and federal holidays. Noise generated outside of the hours specified are subject to the noise standards identified in Table 8. The noise standards in Table 8 also apply to fixed noise sources at residential properties. Noise from transportation sources traveling on roadways are subject to the standards in City's General Plan Noise Element (Table 6). Table 8: City of Orange Exterior Noise Standards Noise Level Time Period Hourly Average (Leq) 55 dBA 7:00 AM-10:00 PM 50 dBA 10:00 PM-7:00 AM Maximum Level 70 dBA 7:00 AM-10:00 PM 65 dBA 10:00 PM-7:00 AM Source: City of Orange, Municipal Code, Chapter 8.24 Exterior Standards, September 2018. Kimlev >>Horn Page 125 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment 5 EXISTING CONDITIONS 5.1 Existing Noise Levels Santa Ana is impacted by various noise sources. As the project site is adjacent to 1-5, SR-22, and Main Street, mobile sources of noise, especially cars and trucks, are the most common and significant sources of noise in most communities. Other sources of noise are the various land uses (i.e., residential, commercial, institutional, and recreational and parks activities) throughout the City that generate stationary -source noise. Mobile Sources Existing roadway noise levels were calculated for the roadway segments in the vicinity of the project site. This task was accomplished using the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model (FHWA-RD-77-108) and existing traffic volumes from the Project traffic analysis (prepared by Kimley-Horn, 2018). The noise prediction model calculates the average noise level at specific locations based on traffic volumes, average speeds, roadway geometry, and site environmental conditions. The average vehicle noise rates (also referred to as energy rates) used in the FHWA model have been modified to reflect average vehicle noise rates identified for California by the California Department of Transportation (Caltrans). The Caltrans data indicates that California automobile noise is 0.8 to 1.0 dBA higher than national levels and that medium and heavy truck noise is 0.3 to 3.0 dBA lower than national levels'. The average daily noise levels along roadway segments in proximity to the project site are included in Table 9. As identified in Table 9, the existing traffic -generated noise level on Project -vicinity roadways currently ranges from 59.3 dBA CNEL 100 feet from the centerline of Bedford Road and 66.9 dBA CNEL 100 feet from the centerline of Main Street. As previously described, CNEL is 24-hour average noise level with a 5-dBA weighting during the hours of 7:00 PM to 10:00 PM and a 10-dBA weighting added to noise during the hours of 10:00 PM to 7:00 AM to account for noise sensitivity in the evening and nighttime, respectively. Stationary Sources The primary sources of stationary noise proximate to the project site are those associated with the operations of adjacent general commercial and retail uses. The noise associated with these sources may represent a single -event noise occurrence, short-term, or long-term/continuous noise. 3 California Department of Transportation, California Vehicle Noise Emission Levels, 1987. Kimlev >>Horn Page 126 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment Table 9: Existing Traffic Noise Levels Roadway Segment ADT dBA CNEL at 100 feet from Roadway Centerline Main Street Chapman Ave to West La Veta Ave 29,664 66.9 La Veta Ave to MainPlace Dr/Town and Country Rd 35,291 67.8 MainPlace Dr/Town and Country Rd to East City Place Dr/ Mall Entrance 29,094 67.0 Memory Lane to Santa Clara Ave 30,433 67.2 to Santa Clara Avenue to 17" Street 31,257 67.0 Bedford Road La Veta Ave to MainPlace Drive 7,323 59.3 Broadway MainPlace Dr to Santa Clara Ave 26,964 66.2 Santa Clara Ave to 17" St 28,567 66.5 Parker Street La Veta Ave to Town and Country Rd 12,083 61.3 La Veta Avenue Main St to SR-22 WB Ramps 23,034 64.4 Town and Country Road Main St to SR-22 EB Ramps 17,862 63.1 MainPlace Drive Broadway to Main Street 10,320 60.7 Memory Lane Main St to Lawson Way 10,035 60.5 Santa Clara Avenue Broadway to Main Street 9,377 60.1 Buffalo Avenue Broadway to Main Street 4,268 54.3 ADT= average daily trips; dBA=A-weighted decibels; CNEL= community noise equivalent level Source: Based on traffic data within the Traffic Impact Study forthe MainPlace Revitalization Project, prepared by Kimley-Horn, 2018. Refer to Appendix B for traffic noise modeling assumptions and results. 5.2 Sensitive Receptors Noise exposure standards and guidelines for various types of land uses reflect the varying noise sensitivities associated with each of these uses. Residences, hospitals, schools, guest lodging, libraries, and churches are treated as the most sensitive to noise intrusion and therefore have more stringent noise exposure targets than do other uses, such as manufacturing or agricultural uses that are not subject to impacts such as sleep disturbance. Sensitive receptors near the project site include: single-family residences located approximately 300 feet north of the site, multi -family residences approximately Kimlev >>Horn Page 127 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment 300 feet east of the site (across Main Street and behind retail uses). Other sensitive receptors include single-family residences across SR-22 and 1-5, located approximately 300 feet north and 450 feet southwest, respectively. The Santiago Creek Bike Trail and Nature Reserve is approximately 400 feet to the south. 5.3 Noise Measurements To quantify existing ambient noise levels in the Project area, Kimley-Horn conducted four short-term noise measurements on November 7, 2018, see Appendix A: Existing Ambient Noise Measurements. The noise measurement sites were representative of typical existing noise exposure within and immediately adjacent to the project site. The 10-minute measurements were taken between 1:24 PM and 2:30 PM. Short-term Leq measurements are considered representative of the noise levels throughout the day. The average noise levels and sources of noise measured at each location are provided in Table 10. Table 10: Existing Noise Measurements Leq Lmin Lmax Site # Location (dBA) (dBA) (dBA) Time At the northeast corner of the parking structure 1 72.1 68.1 81.3 1:24 PM nearJC Penny At the northeast corner of the parking structure 2 64.4 56.2 76.2 1:37 PM along Main St 130 feet east of the Broadway and MainPlace 3 Dr/Memory Lane intersection 65.7 62.4 73.0 1:53 PM Along MainPlace Dr, approximately 890 feet 4 71 9 96.4 77.5 2:09 PM north of the east -west segment of MainPlace Dr Source: Noise measurements taken by Kimley-Horn and Associates, November 7, 2018. See AppendixAfor noise measurement results. Kimlev >>Horn Page 128 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment 6 SIGNIFICANCE CRITERIA AND METHODOLOGY 6.1 CEQAThresholds Based upon the criteria derived from Appendix G of the State CEQA Guidelines, a project normally would have a significant effect on the environment if it would: Generate a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies; Generate excessive groundborne vibration or groundborne noise levels; For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, expose people residing or working in the Project area to excessive noise levels; and 6.2 Methodology This analysis of the existing and with project noise environments is based on noise prediction modeling and empirical observations. Predicted construction noise levels were based on typical noise levels generated by construction equipment published by the Federal Transit Administration. The traffic noise levels on the roadways proximate to the project site were calculated using the FHWA Highway Noise Prediction Model (FHWA-RD-77-108). Groundborne vibration levels associated with construction -related activities for the Project were evaluated utilizing typical groundborne vibration levels associated with construction equipment, obtained from Federal Transit Administration published data for construction equipment. Potential groundborne vibration impacts related to structural damage and human annoyance were evaluated, considering the distance from construction activities to nearby land uses and typically applied criteria for structural damage and human annoyance. This analysis addresses potential differences between the noise impacts identified in the adopted Fashion Square Commercial Center Final EIR and those that would be associated with the Proposed Project pursuant to State CEQA Guidelines Section 15162 (et seq.). Kimlev >>Horn Page 129 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment 7 POTENTIAL IMPACTS AND MITIGATION 7.1 Acoustical Impacts Threshold 7.1 Would the Project generate a substantial temporary or permanent increase in ambient noise levels in the vicinity of the Project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Previous Fashion Square Commercial Center EIR Significance Determination: Less than Significant. The Fashion Square Commercial Center Final EIR determined that the "Approved Project" would generate additional noise in the local area due to demolition of existing on -site structures, construction activity, construction traffic, and project -generated traffic. Since construction activities are limited to daytime hours and there are no noise -sensitive land uses immediately adjacent to the site, no adverse noise impacts were identified. The Approved Project may be expected to increase traffic noise levels along East Memory Lane (formerly Owens Drive) east of Main Street. However, these increases were determined to be less than significant, and no mitigation measures were proposed. As discussed in the Fashion Commercial Square Final EIR, vehicle traffic is the primary source of noise in the Project area. Major roadways previously described in that Final EIR continue to be the primary sources of traffic noise in the area. The extension of North Broadway over 1-5, which provides an additional link for traffic between the project site and the west side of 1-5, has been completed. A noise barrier along the west side of North Broadway between 1-5 and Santa Clara Avenue has been completed. The Final EIR identified noticeable traffic noise level increases along East Memory Lane (formerly Owens Drive). Proposed Project Analysis Construction Construction noise typically occurs intermittently and varies depending on the nature or phase of construction (e.g., land clearing, grading, excavation, paving). Noise generated by construction equipment, including earth movers, material handlers, and portable generators, can reach high levels. During construction, exterior noise levels could affect the residential neighborhoods near the construction site. At the nearest, project construction would occur at approximately 300 feet from existing single-family residences. However, it is acknowledged that construction activities would occur throughout the project site and would not be concentrated at the point closest to the sensitive receptors. Construction activities would include site preparation, grading, building construction, paving, and architectural coating. Such activities would require graders, scrapers, and tractors during site preparation; graders, dozers, and tractors during grading; cranes, forklifts, generators, tractors, and welders during building construction; pavers, rollers, mixers, tractors, and paving equipment during paving; and air compressors during architectural coating. Typical operating cycles for these types of construction equipment may involve 1 or 2 minutes of full power operation followed by 3 to 4 minutes at lower power settings. Other primary sources of acoustical disturbance would be random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts). Noise generated by construction equipment, including earth movers, material handlers, and portable generators, can reach high levels. Typical noise levels associated with individual construction equipment are listed in Table 11. Kimlev >>Horn Page 130 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Table 11: Typical Construction Noise Levels Equipment Typical Noise Level (dBA) at 50 Feet from Source Typical Noise Level (dBA) at 100 Feet from Source' Lmax Leq Lmax Leq Air Compressor 80 76 74 70 Backhoe/Front End Loader 80 76 74 70 Compactor (Ground) 80 73 74 67 Concrete Mixer Truck 85 81 79 75 Concrete Mixer (Vibratory) 80 73 74 67 Concrete Pump Truck 82 75 76 69 Concrete Saw 90 83 84 77 Crane 85 77 79 71 Dozer/Grader/Excavator/Scraper 85 81 79 75 Drill Rig Truck 84 77 78 71 Generator 82 79 76 73 Gradall 85 81 79 75 Hydraulic Break Ram 90 80 84 74 Jackhammer 85 78 79 72 Mounted Impact Hammer 90 83 84 77 Pavement Scarifier/Roller 85 78 79 72 Paver 85 82 79 76 Pneumatic Tools 85 82 79 76 Pumps 77 74 71 68 Truck (Dump/Flat Bed) 84 80 78 74 1. Calculated using the inverse square law formula for sound attenuation: dBA2= dBA1+20Log(d1/d2) Where: dBA2 = estimated noise level at receptor; dBA, = reference noise level; d, = reference distance; dz = receptor location distance Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment, 2006. Section 18-314 (Special Provisions) of the City of Santa Ana Municipal Code exempts noise sources associated with construction activities from the City's established noise standards as long as the activities do not take place between the hours of 8:00 PM and 7:00 AM on weekdays, including Saturday, or any time on Sunday or a federal holiday. Additionally, Section 8.24.050 (Exemptions from Chapter Provisions) of the City of Orange Municipal Code also exempts construction noise from the City of Orange's noise standards between the hours of 7:00 AM and 8:00 PM on any day except for Sunday or a Federal holiday, or between the hours of 9:00 AM and 8:00 PM on Sunday or a Federal holiday. Noise generated outside of the hours specified are subject to the noise standards identified in Table 8. The Proposed Project's construction activities would occur pursuant to these regulations. Therefore, the Proposed Project would be in compliance with the City's construction -related noise standards. Impacts to existing off -site and future on -site sensitive receptors would be less than significant. Kimlev >>Horn Page 131 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment Operations Implementation of the Proposed Project would create new sources of noise in the project vicinity. The major noise sources associated with the Project that would potentially impact existing and future nearby residences include the following: Mechanical equipment (i.e., trash compactors, air conditioners, etc.); Delivery trucks on the project site, and approaching and leaving the loading areas; Activities at the loading areas (i.e., maneuvering and idling trucks, loading/unloading, and equipment noise); Parking areas (i.e., car door slamming, car radios, engine start-up, and car pass -by); and Off -site traffic noise. Although the project site is within the City of Santa Ana, the closest sensitive receptors (i.e., residences 300 feet to the north and 300 feet to the east) are located within the City of Orange. The City of Santa Ana's stationary source exterior noise standard is 65 dBA (refer to Table 4) and the City of Orange's stationary source exterior noise standard is 55 dBA (refer to Tables 7 and 8). Mechanical Equipment The project site is currently developed with the existing MainPlace Mall and is generally bordered by 1-5, SR-22, Main Street, and MainPlace Drive. The nearest sensitive receptors to the project site are the single-family residences within the City of Orange approximately 300 feet north of the project site (across SR-22) and the multi -family residences approximately 300 feet east of the project site (across Main Street and behind existing commercial development). Potential stationary noise sources related to long-term operations in the project site would include mechanical equipment. Mechanical equipment (e.g., heating ventilation and air conditioning [HVAC] equipment) typically generates noise levels of approximately 50 to 60 dBA at 50 feet. Mechanical equipment is expected to be located more than 300 feet from the closest receptors. Conservatively, at 300 feet, mechanical equipment noise levels would be reduced to 44.0 dBA based on distance attenuation alone. This noise level is below the City of Orange's 55 dBA exterior standard and would not be perceptible considering the existing ambient levels of 65 to 72 dBA (refer to Table 10). Mechanical equipment is anticipated to be enclosed and located more than 300 feet from the closest receptors, which would further reduce noise levels. Operation of mechanical equipment would not increase ambient noise levels beyond the acceptable compatible land use noise levels. Therefore, the Proposed Project would result in a less than significant impact related to stationary noise levels. Delivery Trucks and Loading/Unloading Noise Potential noise impacts with the Proposed Project's retail uses would be associated primarily with truck deliveries. The primary noise associated with truck deliveries is the arrival and departure of trucks. Normal deliveries typically occur during daytime hours. During loading and unloading activities, noise would be generated by the trucks' diesel engines, exhaust systems, and brakes during low gear shifting' braking activities; backing up toward the docks/loading areas; dropping down the dock ramps; and maneuvering away from the docks. Loading/unloading activities would occur at various locations throughout the 39-acre site. Driveways and access to the site would occur along MainPlace Drive. While there would be temporary noise increases during truck maneuvering and engine idling, these impacts would short-term and infrequent. Typically, heavy truck operations generate a noise level of Kimlev >>Horn Page 132 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment 68 dBA at a distance of 30 feet. The closest residences would be located approximately 300 feet north and east of the project site (across SR-22 and Main Street). The closest residences would experience truck noise levels of approximately 48 dBA, which is below the City of Orange's 55 dBA exterior standard and below existing ambient levels of 65 to 72 dBA (refer to Table 10). Noise levels below the existing ambient levels would not result in a noticeable noise increase. As noise levels associated with trucks and loading/unloading activities would be below City standards and ambient levels, impacts would be less than significant. Public and Private Outdoor Amenity and Recreational Areas The Proposed Project would include recreation and entertainment areas associated with the residential and commercial uses. The most prominent noise sources at these areas would be gatherings at the plaza area on the east side of the project site near Main Street. Noise has a decay rate due to distance attenuation, which is calculated based on the Inverse Square Law of sound propagation. Based upon the Inverse Square Law, sound levels decrease by 6 dBA for each doubling of distance from the source' The closest sensitive receptors to the project site are located 300 feet north and east of the project site (across SR-22 and Main Street). Potential recreation and entertainment areas within the project site have the potential to be accessed by groups of people intermittently for various occasions and informal gatherings. Noise generated by groups of people (i.e., crowds) is dependent on several factors including vocal effort, impulsiveness, and the random orientation of the crowd members. Crowd noise is estimated at 60 dBA at one meter (3.28 feet) away for raised normal speaking.' This noise level would have a +5 dBA adjustment for the impulsiveness of the noise source, and a -3 dBA adjustment for the random orientation of the crowd members .6 Therefore, crowd noise would be approximately 62 dBA at one meter from the source (i.e., at the gathering plaza). As a result, crowd noise would be approximately 23 dBA at the closest sensitive receptors, which would not exceed the existing the City of Orange's 55 dBA exterior noise standard. Further, noise levels would not be louder than the existing ambient noise levels in the area (i.e., 65 to 72 dBA; refer to Table 10). Proposed multi -family residential buildings would potentially include outdoor pool areas that would constitute a stationary noise source. Noise at the pool areas would be approximately 67 dBA at 75 feet from the edge of the pool during recreational swimming activities.' The closest sensitive receptors would be located approximately 300 feet from the property line and 340 feet from the closest building. At this distance, noise levels would be approximately 54 dBA, which is below the City of Orange's 55 dBA exterior noise standard. Pool noise would also be below the existing ambient noise levels in the area (i.e., 65 to 72 dBA; refer to Table 10). As discussed above, the recreational and entertainment areas would not generate noise levels that would exceed noise standards at the closest sensitive receptors. Therefore, impacts would be less than significant. ° Cyril M. Harris, Noise Control in Buildings, 1994. s M.J. Hayne, et al, Prediction of Crowd Noise, Acoustics, November 2006. 6 Ibid. ' Illingworth and Rodkin, Los Altos Aquatic Center Noise Study, November 25, 2003. Kimlev >>Horn Page 133 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Surface Parking and Parking Structure Noise The Proposed Project would accommodate the need for parking with parking structures and surface lots, both of which currently exist on the project site. Traffic associated with parking areas is typically not of sufficient volume to exceed community noise standards, which are based on a time -averaged scale such as the CNEL scale. The instantaneous maximum sound levels generated by a car door slamming, engine starting up, and car pass-bys range from 60 to 63 dBA and may be an annoyance to adjacent noise -sensitive receptors. Conversations in parking areas may also be an annoyance to adjacent sensitive receptors. Sound levels of speech typically range from 33 dBA at 50 feet for normal speech to 50 dBA at 50 feet for very loud speech. It should be noted that parking lot noises are instantaneous noise levels compared to noise standards in the hourly L., metric, which are averaged over the entire duration of a time period. Parking noise would occur within surface and structured parking on site. It is also noted that parking lot noise occurs at the project site under existing conditions. Parking lot noise would be consistent with the existing noise in the vicinity and would be partially masked by background noise from traffic along 1-5, SR-22, and Main Street. Based on distance attenuation, instantaneous maximum parking noise would be reduced to 47 dBA at the closest sensitive receptor, which is below the City of Orange's 55 dBA standard. Actual noise levels over time resulting from parking activities is anticipated to be far below the City's noise guidelines. Therefore, noise impacts from surface and structure parking would be less than significant. Off -Site Traffic Noise Future development associated with the Proposed Project would result in additional traffic on adjacent roadways, thereby increasing vehicular noise near existing and proposed land uses. However, this additional traffic would be less than what would occur under the current entitlements.' The Existing and Existing Plus Project scenarios are compared in Table 12: Existing Plus Project Traffic Noise Levels. As shown in Table 12, roadway noise levels would range from 61.3 to 68.7 dBA. The highest increase in noise levels would occur along Bedford Road. As shown in Table 12, noise levels along Bedford Road would increase by 2.1 dBA with the Project. This level is below the perceptible noise level change of 3.0 dBA. Since the noise level increase along the roadways in the project area would not be perceptible, no significant impacts would occur. Table 12 also compares the Existing Plus Project scenario to the Currently Entitled Scenario. Table 12 shows that the Proposed Project would result in lower traffic noise levels on all roadway study segments compared to what would occur under the Current Entitlements. e The Current Entitlements (2000) of 400 hotel rooms, 1,500,000 sf of office, and 1,509,225 sf of shopping center would generate 67,301 daily vehicle trips. The Proposed Project would revise the entitlements to include 1,400,000 sf of retail, 750,000 sf of office, 400 hotel rooms, and 1,900 residential dwelling units and would result in 61,050 dailyvehicle trips, which is 6,251 fewer trips than what is allowed under the current entitlements. Kimlev >>Horn Page 134 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment Table 12: Existing Plus Project Traffic Noise Levels Roadway Segment Existing Conditions (Existing Development) With Current Entitlements With Project Project Change from Existing Conditions Project Change from Existing Entitlement Significant Impact? ADT dBA CNEL1 ADT dBACNEL' ADT dBA CNEL' Main Street Chapman Ave to La Veta Ave 29,664 66.9 35,042 67.7 35,332 67.7 0.8 -0.7 No La Veta Ave to MainPlace Dr/ Town and Country Rd 35,291 67.8 42,668 68.6 42,651 68.6 0.8 -0.8 No MainPlace Dr/Town and Country Rd to East City Place Dr/Mall Entrance 29,094 67.0 36,905 68.0 35,903 67.9 0.9 -1.0 No Memory Lane to Santa Clara Ave 30,433 67.2 38,919 68.2 37,710 68.1 0.9 -1.1 No Santa Clara Ave to West 1711 St 31,257 67.0 36,237 67.6 35,709 67.6 0.6 -0.6 No Bedford Road La Veta Ave to MainPlace Dr 7,323 59.3 12,017 61.4 11,901 61.4 2.1 -2.2 No N. Broadway MainPlace Dr. to Santa Clara Ave 26,964 66.2 31,933 67.0 31,023 66.8 0.6 -0.7 No Santa Clara Ave to West 1711 St 28,567 66.5 31,966 67.0 31,406 66.9 0.4 -0.5 No Parker Street La Veta Ave to Town and Country Rd 12,083 61.3 12,399 61.4 12,299 61.4 0.1 -0.1 No La Veta Avenue Main St to SR-22 WB Ramps 23,034 64.4 27,931 65.2 27,414 65.1 0.8 -0.8 No Town and Country Road Main St to SR-22 EB Ramps 17,862 63.1 19,582 63.5 19,497 63.5 0.4 -0.4 No MainPlace Drive N. Broadway to Main St 10,320 60.7 14,911 62.3 14,499 62.2 1.5 -1.6 No Memory Lane Main St to Lawson Way 10,035 60.5 11,470 61.1 11,315 61.1 0.5 -0.6 No Page 135 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment Table 12: Existing Plus Project Traffic Noise Levels Existing Conditions With Current Project (Existing Development) Entitlements With Project Change Project from Change from dBA dBA Existing Existing Significant Roadway Segment ADT CNEL1 ADT dBA CNEL' ADT CNEL' Conditions Entitlement Impact? Santa Clara Avenue N. Broadway to Main St 9,377 60.1 10,558 60.7 10,298 60.5 0.4 -0.5 No Buffalo Avenue N. Broadway to Main St 4,268 54.3 4,443 54.4 4,444 54.4 0.2 -0.2 No ADT = average daily trips; dBA = A -weighted decibels; CNEL = community noise equivalent level 1. Traffic noise levels are at 100 feet from the roadway centerline. Source: Based on traffic data within the Traffic Impact Study for the MainPlace Revitalization Project, prepared by Kim ley -Horn, 2019. Refer to Appendix B fort raffic noise modeling assumptions and results. Page 136 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Standard Conditions and Requirements SC N-1 All construction activities should be limited to the hours between 8:00 PM and 7:00 AM on weekdays, including Saturdays, or any time on Sundays or federal holidays. This measure is consistent with the City of Santa Ana Noise Ordinance (Santa Ana Municipal Code, Chapter 18, Article VI, Section 18-315 [Special Provisions]). Mitigation Measures: None identified in the Fashion Square Commercial Center Final EIR. Conclusion There are no new potentially significant impacts associated with the Proposed Project. Therefore, no new and/or modified mitigation measures are required. Threshold 7.2 Would the Project generate excessive groundborne vibration or groundborne noise levels? Previous Fashion Square Commercial Center EIR Significance Determination: Not applicable. The Fashion Square Commercial Center EIR did not address ground borne vibration. Proposed Project Analysis: Once operational, the Proposed Project would not be a source of groundborne vibration. Increases in groundborne vibration levels attributable to the Proposed Project would be primarily associated with short-term construction -related activities. Construction on the project site would have the potential to result in varying degrees of temporary groundborne vibration, depending on the specific construction equipment used and the operations involved. The Federal Transit Administration (FTA) has published standard vibration velocities for construction equipment operations. In general, the FTA architectural damage criterion for continuous vibrations (i.e., 0.2 in/sec) appears to be conservative. The types of construction vibration impacts include human annoyance and building damage. Human annoyance occurs when construction vibration rises significantly above the threshold of human perception for extended periods of time. Building damage can be cosmetic or structural. Ordinary buildings that are not particularly fragile would not experience any cosmetic damage (e.g., plaster cracks) at distances beyond 30 feet. This distance can vary substantially depending on the soil composition and underground geological layer between vibration source and receiver. In addition, not all buildings respond similarly to vibration generated by construction equipment. For example, for a building that is constructed with reinforced concrete with no plaster, the FTA guidelines show that a vibration level of up to 0.20 in/sec is considered safe and would not result in any construction vibration damage. Table 13 lists vibration levels at 25 feet for typical construction equipment. Groundborne vibration generated by construction equipment spreads through the ground and diminishes in magnitude with increases in distance. As indicated in the table, based on FTA data, vibration velocities from typical heavy construction equipment operations that would be used during Project construction range from 0.003 to 0.089 in/sec PPV at 25 feet from the source of activity. The nearest sensitive receptors are the residential uses approximately 300 feet to the north and the nearest existing structures could be approximately 25 feet from the closest active construction zone. As shown in Table 13, at 25 feet the vibration velocities from construction equipment would not exceed 0.089 in/sec PPV, which is below the FTA's 0.20 PPV threshold. Additionally, as shown in the table, at Kimlev >>Horn Page 137 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment vibration velocities would be further reduced as distance increases from the construction area. It is also acknowledged that construction activities would occur throughout the project site and would not be concentrated at the point closest to the nearest residential structure. Therefore, vibration impacts associated with the Proposed Project would be less than significant. Table 13: Typical Construction Equipment Vibration Levels Peak Particle Velocity Peak Particle Velocity Peak Particle Velocity Equipment at 25 Feet (in/sec) at 50 Feet (in/sec)' at 100 Feet (in/sec)' Large Bulldozer 0.089 0.032 0.011 Caisson Drilling 0.089 0.032 0.011 Loaded Trucks 0.076 0.027 0.010 Rock Breaker 0.059 0.021 0.007 Jackhammer 0.035 0.012 0.004 Small Bulldozer/Tractors 0.003 0.001 0.000 Notes: 'Calculated using the following formula: PPVequip = PPVref x (25/D)' 5 where: PPVequip= the peak particle velocity in in/sec of the equipment adjusted for the distance PPVref = the reference vibration level in in/sec from Table 12-2 of the Federal Transit Administration, Transit Noise and Vibration Impact Assessment Guidelines, 2006. D = the distance from the equipment to the receiver Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Guidelines, 2006. Mitigation Measures: None identified in the Fashion Square Commercial Center Final EIR. Conclusion There are no new potentially significant impacts associated with the Proposed Project. Therefore, no new and/or modified mitigation measures are required. Threshold 7.3 For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? Previous Fashion Square Commercial Center EIR Significance Determination: The Final EIR noted that the project site is outside the 60 CNEL contour for John Wayne Airport. No airport -related noise impacts were identified. Proposed Project Analysis: The project site is not located within an airport land use plan or within two miles of a public airport or public use airport. The nearest public use airport is the John Wayne International Airport in the City of Santa Ana, approximately six miles south of the project site. Therefore, the Proposed project would not expose people to excessive airport -related noise and would have no associated impacts. There are no private -use airports or airstrips in the vicinity of the project site. Therefore, the Proposed Project would not expose people residing or working in the Project area to excessive noise levels. Kimlev >>Horn Page 138 City of Santa Ana Main Place Mall Transformation Project Acoustical Assessment Mitigation Measures: None identified in the Final EIR. Conclusion There are no new potentially significant impacts associated with the Proposed Project. Therefore, no new and/or modified mitigation measures are required. 7.2 Cumulative Noise Impacts Noise by definition is a localized phenomenon, and drastically reduces as distance from the source increases. Cumulative noise impacts involve development of the Proposed Project in combination with ambient growth and other related development projects. As noise levels decrease as distance from the source increases, only projects in the nearby area could combine with the Proposed Project to potentially result in cumulative noise impacts. Construction activities associated with the Proposed Project and cumulative projects may overlap, resulting in construction noise in the area. Each of the related projects would be subject to the operational noise standards established in Section 18-312 of the City of Santa Ana's Municipal Code, which establishes the allowable exterior noise standards for various types of land uses in the City. Section 18-314 of the City's Municipal Code allows for construction activities to be exempt from the noise standards of the City's Municipal Code as long as these activities do not take place between the hours of 8:00 PM and 7:00 AM on weekdays, including Saturday, oranytime on Sunday or a federal holiday. In addition, the City of Orange also exempts construction noise during these times. Construction noise impacts primarily affect the areas immediately adjacent to the construction site. Construction of the Proposed Project would occur in multiple phases over a multi -year period. Therefore, Project construction would occur in different locations throughout the project site and construction noise would be attenuated by distance and intervening structures. Traffic noise along I-5, SR-22, and Main Street, which border the project site would mask construction noise and limit the ability to be cumulatively considerable. Therefore, cumulative noise impacts associated with construction activities would be less than significant. Cumulative mobile source noise impacts would occur primarily as a result of increased traffic on local roadways due to the Proposed Project and related projects within the study area. The Project's contribution to traffic noise is evaluated in Table 12. As discussed above, the Proposed Project would increase local noise levels by a maximum of 2.1 dBA CNEL. As the increase is less than 3 dBA, the Project's cumulative noise contribution would be less than significant. Mitigation Measures: None identified in the Fashion Square Commercial Center Final EIR. Conclusion There are no new potentially significant impacts associated with the Proposed Project. Therefore, no new and/or modified mitigation measures are required. Kimlev >>Horn Page 139 City of Santa Ana MainPlace Mall Transformation Project Acoustical Assessment 8 REFERENCES 1. California Department of Transportation, California Vehicle Noise Emission Levels, 1987. 2. California Department of Transportation, Traffic Noise Analysis Protocol, May 2011. 3. California Department of Transportation, Technical Noise Supplement to the Traffic Noise Analysis Protocol, September 2013. 4. California Department of Transportation, Transportation -Related Eorthborne Vibrations, 2002. S. California Department of Transportation, Transportation and Construction -Induced Vibration Guidance Manual, 2004. 6. Federal Highway Administration, Roadway Construction Noise Model, 2006. 7. Federal Highway Administration, Roadway Construction Noise Model User's Guide Final Report, 2006. 8. Federal Interagency Committee on Noise, Federal Agency Review of Selected Airport Noise Analysis Issues, August 1992. 9. Federal Transit Administration, Transit Noise and Vibration Impact Assessment Guidelines, 2006. 10. Harris, Cyril M., Noise Control in Buildings, 1994. 11. Hayne, M.J., et al, Prediction of Crowd Noise, Acoustics, November 2006. 12. Illingworth and Rodkin, Los Altos Aquatic Center Noise Study, November 25, 2003. 13. Kimley-Horn and Associates, MainPlace Specific Plan, 2019. 14. Kimley-Horn and Associates, Traffic Impact Study for the MainPlace Mall Transformation Project, 2019. 15. City of Orange, General Plan, 2010. 16. City of Orange, Municipal Code, September 2018. 17. City of Santa Ana, General Plan Noise Element, revised 2009 18. City of Santa Ana Municipal Code, August 2018. 19. United States Environmental Protection Agency, Protective Noise Levels (EPA 55019-79-100), November 1979. Kimlev >>Horn Page 140 Appendix A Existing Ambient Noise Measurements Noise Measurement Field Data Project: Mainplace Mall - Santa Ana Job Number: 094993001 Site No.: 1 Date: 11/7/2018 Analyst: Josh Cortez Time: 1:24 PM Location: At northeast corner of parking structure near JCPenny Noise Sources: 22 Freeway and Mainplace Drive Comments: Results (dBA): Leq: Lmin: Lmax: Peak: 72.1 68.1 81.3 99.5 Equipment Weather Sound Level Meter: LD Sound Expert LxT Temp. (degrees F): 70 Calibrator: CAL200 Wind (mph): < 5 Response Time: Slow Sky: Clear Weighting: A Bar. Pressure: 29.94" Microphone Height: 5 feet Humidity: 61% Photo: !JCF'enney �tldUi�i F. Kim[ey,Morn File Name on Meter MP.008 File Name on PC SLM_0005586_MP_008.00.ldbin Serial Number 0005586 Model Sound Expert® LxT Firmware Version 2.302 User Joshua Cortez Location Santa Ana Job Description Mainplace Mall Note Description Start 2018-11-07 13:24:40 Stop 2018-11-07 13:34:40 Duration 00:10:00.0 Run Time 00:10:00.0 Pause 00:00:00.0 Pre Calibration 2018-11-07 07:58:21 Post Calibration None Calibration Deviation --- #verall Settings RMS Weight A Weighting Peak Weight Z Weighting Detector Slow Preamp PRMLxT1L Microphone Correction Off Integration Method Linear OBA Range Normal OBA Bandwidth 1/1 and 1/3 OBA Freq. Weighting Z Weighting OBA Max Spectrum At -Max Overload 122.0 dB A C Under Range Peak 78.3 75.3 Under Range Limit 27.3 25.9 Noise Floor 16.9 16.8 LAeq 72.1 dB LAE 99.9 dB EA 1.089 mPa2h LZpeak (max) 2018-11-07 13:30:39 99.5 LASmax 2018-11-07 13:28:18 81.3 LASmin 2018-11-07 13:30:47 68.1 SEA dB LAS> 85.0 dB (Exceedance Counts/ Duration) 0 0.0 LAS> 115.0 dB (Exceedance Counts/ Duration) 0 0.0 LZpeak > 135.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 137.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 140.0 dB (Exceedance Counts / Duration) 0 0.0 Community Noise Ldn LDay 07:00-22:00 72.1 72.1 LCeq LAeq LCeq -LAeq LAleq LAeq LAleq - LAeq Leq LS(max) Ls(min) LPeak(max) p Overloads Overload Duration p OBA Overloads OBA Overload Duration LAS5.00 LAS10.00 LAS33.30 LAS50.00 LAS66.60 LAS90.00 79.4 dB 72.1 dB 7.3 dB 73.1 dB 72.1 dB 0.9 dB A dB Time Stamp 72.1 81.3 2018/11/07 13:28:18 68.1 2018/ 11/07 13 :3 0:47 0 0.0 s 0 0.0 s 74.3 dB 73.5 dB 72.3 dB 71.8 dB 71.4 dB 70.3 dB Preamp Date dB re. 1V/Pa PRMLxT1L 2018-11-07 07:58:21 -28.3 PRMLxT1L 2018-10-29 08:24:24 -28.2 PRMLxT1L 2018-10-24 08:09:31 -28.4 PRMLxT1L 2018-10-18 14:38:58 -28.2 PRMLxT1L 2018-10-17 10:45:14 -28.3 PRMLxT1L 2018-10-11 08:06:09 -28.2 PRMLxT1L 2018-10-05 08:10:06 -28.3 PRMLxT1L 2018-10-04 08:01:40 -28.2 PRMLxT1L 2018-09-27 16:19:28 -28.2 Measurement Field Data Project: I Mainplace Mall - Santa Ana Job Number: 094993001 Site No.: 12 Date: 11/7/2018 Analyst: I.losh Cortez Time: 1:37 PM Location: lAt northeast corner of parking structure along Main Street Noise Sources: I Main Street Comments: Results (dBA): Leq: Lmin: Lmax: Peak: 64.4 56.2 76.2 97.7 Equipment Sound Level Meter: LD Sound Expert LxT Calibrator: CAL200 Response Time: Slow Weighting: A Microphone Height: 5 feet Weather Temp. (degrees F): 70 Wind (mph): < 5 Sky: Clear Bar. Pressure: 29.94" Humidity: 60% Kimley,>)Horn File Name on Meter MP.009 File Name on PC SLM_0005586_MP_009.00.ldbin Serial Number 0005586 Model Sound Expert® LxT Firmware Version 2.302 User Joshua Cortez Location Santa Ana Job Description Mainplace Mall Note Description Start 2018-11-07 13:37:52 Stop 2018-11-07 13:47:52 Duration 00:10:00.0 Run Time 00:10:00.0 Pause 00:00:00.0 Pre Calibration 2018-11-07 07:58:21 Post Calibration None Calibration Deviation --- #verall Settings RMS Weight A Weighting Peak Weight Z Weighting Detector Slow Preamp PRMLxT1L Microphone Correction Off Integration Method Linear OBA Range Normal OBA Bandwidth 1/1 and 1/3 OBA Freq. Weighting Z Weighting OBA Max Spectrum At -Max Overload 122.0 dB A C Under Range Peak 78.3 75.3 Under Range Limit 27.3 25.9 Noise Floor 16.9 16.8 LAeq 64.4 dB LAE 92.2 dB EA 183.362 µPath LZpeak(max) 2018-11-07 13:43:32 97.7 LASmax 2018-11-07 13:45:02 76.2 LASmin 2018-11-07 13:42:44 56.2 SEA dB LAS> 85.0 dB (Exceedance Counts/ Duration) 0 0.0 LAS> 115.0 dB (Exceedance Counts/ Duration) 0 0.0 LZpeak > 135.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 137.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 140.0 dB (Exceedance Counts / Duration) 0 0.0 Community Noise Ldn LDay 07:00-22:00 64.4 64.4 LCeq LAeq LCeq -LAeq LAleq LAeq LAleq - LAeq Leq LS(max) Ls(min) LPeak(max) p Overloads Overload Duration p OBA Overloads OBA Overload Duration LAS5.00 LAS10.00 LAS33.30 LAS50.00 LAS66.60 LAS90.00 A dB Time Stamp 64.4 76.2 2018/11/07 13:45:02 56.2 2018/11/07 13:42:44 0 0.0 s 0 0.0 s Preamp Date dB re. 1V/Pa PRMLxT1L 2018-11-07 07:58:21 -28.3 PRMLxT1L 2018-10-29 08:24:24 -28.2 PRMLxT1L 2018-10-24 08:09:31 -28.4 PRMLxT1L 2018-10-18 14:38:58 -28.2 PRMLxT1L 2018-10-17 10:45:14 -28.3 PRMLxT1L 2018-10-11 08:06:09 -28.2 PRMLxT1L 2018-10-05 08:10:06 -28.3 PRMLxT1L 2018-10-04 08:01:40 -28.2 PRMLxT1L 2018-09-27 16:19:28 -28.2 Noise Measurement Field Data Project: Mainplace Mall - Santa Ana Job Number: 094993001 Site No.: 3 Date: 11/7/2018 Analyst: Josh Cortez Time: 1:53 PM Location: East of Broadway and Memory Lane intersection Noise Sources: Vehicles at intersection Comments: Results (dBA): Leq: Lmin: Lmax: Peak: 65.7 62.4 73.0 100.1 Equipment Weather Sound Level Meter: LD Sound Expert LxT Temp. (degrees F): 71 Calibrator: CAL200 Wind (mph): < 5 Response Time: Slow Sky: Clear Weighting: A Bar. Pressure: 29.93" Microphone Height: 5 feet Humidity: 59% Photo: Now- 44r �I • � � rnB06 OPIL: tl i Kimley,>)Horn File Name on Meter MP.010 File Name on PC SLM_0005586_MP_010.00.ldbin Serial Number 0005586 Model Sound Expert® LxT Firmware Version 2.302 User Joshua Cortez Location Santa Ana Job Description Mainplace Mall Note Description Start 2018-11-07 13:53:55 Stop 2018-11-07 14:03:55 Duration 00:10:00.0 Run Time 00:10:00.0 Pause 00:00:00.0 Pre Calibration 2018-11-07 07:58:21 Post Calibration None Calibration Deviation --- #verall Settings RMS Weight A Weighting Peak Weight Z Weighting Detector Slow Preamp PRMLxT1L Microphone Correction Off Integration Method Linear OBA Range Normal OBA Bandwidth 1/1 and 1/3 OBA Freq. Weighting Z Weighting OBA Max Spectrum At -Max Overload 122.0 dB A C Under Range Peak 78.3 75.3 Under Range Limit 27.3 25.9 Noise Floor 16.9 16.8 LAeq 65.7 dB LAE 93.5 dB EA 249.391 µPath LZpeak(max) 2018-11-07 13:57:33 100.1 LASmax 2018-11-07 14:00:45 73.0 LASmin 2018-11-07 13:53:55 62.4 SEA dB LAS> 85.0 dB (Exceedance Counts/ Duration) 0 0.0 LAS> 115.0 dB (Exceedance Counts/ Duration) 0 0.0 LZpeak > 135.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 137.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 140.0 dB (Exceedance Counts / Duration) 0 0.0 Community Noise Ldn LDay 07:00-22:00 65.7 65.7 LCeq LAeq LCeq -LAeq LAleq LAeq LAleq - LAeq Leq LS(max) Ls(min) LPeak(max) p Overloads Overload Duration p OBA Overloads OBA Overload Duration LAS5.00 LAS10.00 LAS33.30 LAS50.00 LAS66.60 LAS90.00 77.8 dB 65.7 dB 12.1 dB 66.4 dB 65.7 dB 0.7 dB A dB Time Stamp 65.7 73.0 2018/11/07 14:00:45 62.4 2018/11/07 13:53:55 0 0.0 s 0 0.0 s 67.5 dB 66.9 dB 65.9 dB 65.4 dB 65.1 dB 64.1 dB Preamp Date dB re. 1V/Pa PRMLxT1L 2018-11-07 07:58:21 -28.3 PRMLxT1L 2018-10-29 08:24:24 -28.2 PRMLxT1L 2018-10-24 08:09:31 -28.4 PRMLxT1L 2018-10-18 14:38:58 -28.2 PRMLxT1L 2018-10-17 10:45:14 -28.3 PRMLxT1L 2018-10-11 08:06:09 -28.2 PRMLxT1L 2018-10-05 08:10:06 -28.3 PRMLxT1L 2018-10-04 08:01:40 -28.2 PRMLxT1L 2018-09-27 16:19:28 -28.2 Noise Measurement Field Data Project: Mainplace Mall - Santa Ana Job Number: 094993001 Site No.: 4 Date: 11/7/2018 Analyst: Josh Cortez Time: 2:09 PM Location: Back of parking lot in linewith west main entrance Noise Sources: 5 Freeway and Mainplace Drive Comments: Results (dBA): Leq: Lmin: Lmax: Peak: 71.9 96.4 77.5 101.7 Equipment Weather Sound Level Meter: LD Sound Expert LxT Temp. (degrees F): 71 Calibrator: CAL200 Wind (mph): < 5 Response Time: Slow Sky: Clear Weighting: A Bar. Pressure: 29.93" Microphone Height: 5 feet Humidity: 59% Photo: i, IL fir N r 'L E. Kimley,>)Horn File Name on Meter MP.011 File Name on PC SLM_0005586_MP_011.00.ldbin Serial Number 0005586 Model Sound Expert® LxT Firmware Version 2.302 User Joshua Cortez Location Santa Ana Job Description Mainplace Mall Note Description Start 2018-11-07 14:09:06 Stop 2018-11-07 14:19:06 Duration 00:10:00.0 Run Time 00:10:00.0 Pause 00:00:00.0 Pre Calibration 2018-11-07 07:58:21 Post Calibration None Calibration Deviation --- #verall Settings RMS Weight A Weighting Peak Weight Z Weighting Detector Slow Preamp PRMLxT1L Microphone Correction Off Integration Method Linear OBA Range Normal OBA Bandwidth 1/1 and 1/3 OBA Freq. Weighting Z Weighting OBA Max Spectrum At -Max Overload 122.0 dB A C Under Range Peak 78.3 75.3 Under Range Limit 27.3 25.9 Noise Floor 16.9 16.8 LAeq 71.9 dB LAE 99.7 dB EA 1.037 mPa2h LZpeak (max) 2018-11-07 14:18:31 101.7 LASmax 2018-11-07 14:09:39 77.5 LASmin 2018-11-07 14:17:33 69.4 SEA dB LAS> 85.0 dB (Exceedance Counts/ Duration) 0 0.0 LAS> 115.0 dB (Exceedance Counts/ Duration) 0 0.0 LZpeak > 135.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 137.0 dB (Exceedance Counts / Duration) 0 0.0 LZpeak > 140.0 dB (Exceedance Counts / Duration) 0 0.0 Community Noise Ldn LDay 07:00-22:00 71.9 71.9 LCeq LAeq LCeq -LAeq LAleq LAeq LAleq - LAeq Leq LS(max) Ls(min) LPeak(max) p Overloads Overload Duration p OBA Overloads OBA Overload Duration LAS5.00 LAS10.00 LAS33.30 LAS50.00 LAS66.60 LAS90.00 79.8 dB 71.9 dB 7.9 dB 72.6 dB 71.9 dB 0.7 dB A dB Time Stamp 71.9 77.5 2018/11/07 14:09:39 69.4 2018/11/07 14:17:33 0 0.0 s 0 0.0 s 73.1 dB 72.7 dB 72.2 dB 71.8 dB 71.5 dB 70.9 dB Preamp Date dB re. 1V/Pa PRMLxT1L 2018-11-07 07:58:21 -28.3 PRMLxT1L 2018-10-29 08:24:24 -28.2 PRMLxT1L 2018-10-24 08:09:31 -28.4 PRMLxT1L 2018-10-18 14:38:58 -28.2 PRMLxT1L 2018-10-17 10:45:14 -28.3 PRMLxT1L 2018-10-11 08:06:09 -28.2 PRMLxT1L 2018-10-05 08:10:06 -28.3 PRMLxT1L 2018-10-04 08:01:40 -28.2 PRMLxT1L 2018-09-27 16:19:28 -28.2 Appendix B Noise Model Output Files FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: Main Place -Existing Project Number: 0949933001 Scenario: Existing Ldn/CNEL: CNEL Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70 % 12.70 % 9.60 Medium -Duty Trucks 87.43% 5.05% 7.52% Heavy -Duty Trucks 89.10 % 2.84 % 8.06 Vehicle Mix Distance from Centerline of Roadway Median ADT Speed Alpha Medium Heavy CNEL at Distance to Contour # Roadway Segment Lanes Width Volume (mph) Factor Trucks Trucks 100 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 1 Main Street Chapman Ave to La Veta Ave 6 12 29,664 40 0 2.0% 1.0% 66.9 - 157 495 1,565 2 Main Street La Veta Ave to Mainplace Dn'Town and Counh 6 24 35,291 40 0 2.0% 1.0% 67.8 - 191 605 1,914 3 Main Street Mainplace Dn'Town and Country Rd to E City F 6 24 29,094 40 0 2.0% 1.0% 67.0 - 158 499 1,578 4 Main Street Memory Lane to Santa Clara Avenue 6 24 30,433 40 0 2.0% 1.0% 67.2 - 165 522 1,651 5 Main Street Santa Clara Avenue to 17th Street 4 12 31,257 40 0 2.0% 1.0% 67.0 50 158 501 1,585 6 Bedford Rd La Veta Avenue to Mainplace Drive 2 12 7,323 35 0 2.0% 1.0% 59.3 - - 86 270 7 Broadway Mainplace Drive to Santa Clara Avenue 4 6 26,964 40 0 2.0% 1.0% 66.2 - 136 429 1,356 8 Broadway Santa Clara Avenue to 17th Street 4 12 28,567 40 0 2.0% 1.0% 66.5 - 145 457 1,446 9 Parker Street La Veta Avenue to Town & Country Road 2 12 12,083 35 0 2.0% 1.0% 61.3 - 45 141 446 10 La Veta Ave Main Street to SR-22 WB Ramps 6 12 23,034 35 0 2.0% 1.0% 64.4 - 90 285 900 11 Town and Country Rd Main Street to SR-22 EB Ramps 4 24 17,862 35 0 2.0% 1.0% 63.1 - 68 216 683 12 MainPlace Drive Broadway to Main Street 4 24 10,320 35 0 2.0% 1.0% 60.7 - - 125 395 13 Memory Lane Main Street to Lawson Way 4 24 10,035 35 0 2.0% 1.0% 60.5 - - 121 383 14 Santa Clara Avenue Broadway to Main Street 4 12 9,377 35 0 2.0% 1.0% 60.1 - - 112 353 15 Buffalo Avenue Broadway to Main Street 2 0 4,268 25 0 2.0% 1.0% 54.3 - - - 92 ' Distance is from the centerline of the roadway segment to the receptor location. -. = contour is located within the roadway right-of-way. Page 1 FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: MainPlace- Proposed Project Project Number: 0949933001 Scenario: Existing Plus Project Ldn/CNEL: CNEL Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70 % 12.70 % 9.60 Medium -Duty Trucks 87.43% 5.05% 7.52% Heavy -Duty Trucks 89.10 % 2.84 % 8.06 Vehicle Mix Distance from Centerline of Roadway Median ADT Speed Alpha Medium Heavy CNEL at Distance to Contour # Roadway Segment Lanes Width Volume (mph) Factor Trucks Trucks 100 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 1 Main Street Chapman Ave to La Veta Ave 6 12 35,332 40 0 2.0% 1.0% 67.7 - 186 590 1,864 2 Main Street La Veta Ave to Mainplace Dn'Town and Counh 6 24 42,651 40 0 2.0% 1.0% 68.6 73 231 732 2,313 3 Main Street Mainplace Dn'Town and Country Rd to E City F 6 24 35,903 40 0 2.0% 1.0% 67.9 - 195 616 1,947 4 Main Street Memory Lane to Santa Clara Avenue 6 24 37,710 40 0 2.0% 1.0% 68.1 - 205 647 2,045 5 Main Street Santa Clara Avenue to 17th Street 4 12 35,709 40 0 2.0% 1.0% 67.6 57 181 573 1,811 6 Bedford Rd La Veta Avenue to Mainplace Drive 2 12 11,901 35 0 2.0% 1.0% 61.4 - 44 139 439 7 Broadway Mainplace Drive to Santa Clara Avenue 4 6 31,023 40 0 2.0% 1.0% 66.8 49 156 493 1,560 8 Broadway Santa Clara Avenue to 17th Street 4 12 31,406 40 0 2.0% 1.0% 66.9 50 159 503 1,590 9 Parker Street La Veta Avenue to Town & Country Road 2 12 12,299 35 0 2.0% 1.0% 61.4 - 45 144 454 10 La Veta Ave Main Street to SR-22 WB Ramps 6 12 27,414 35 0 2.0% 1.0% 65.1 - 107 339 1,071 11 Town and Country Rd Main Street to SR-22 EB Ramps 4 24 19,497 35 0 2.0% 1.0% 63.5 - 75 236 746 12 MainPlace Drive Broadway to Main Street 4 24 14,499 35 0 2.0% 1.0% 62.2 - - 175 554 13 Memory Lane Main Street to Lawson Way 4 24 11,315 35 0 2.0% 1.0% 61.1 - - 137 432 14 Santa Clara Avenue Broadway to Main Street 4 12 10,298 35 0 2.0% 1.0% 60.5 - - 122 387 15 Buffalo Avenue Broadway to Main Street 2 0 4,444 25 0 2.0% 1.0% 54.4 - - - 96 ' Distance is from the centerline of the roadway segment to the receptor location. -. = contour is located within the roadway right-of-way. Page 2 FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: Main Place- Current Entitlements Project Number: 0949933001 Scenario: Existing Ldn/CNEL: CNEL Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70 % 12.70 % 9.60 Medium -Duty Trucks 87.43% 5.05% 7.52% Heavy -Duty Trucks 89.10 % 2.84 % 8.06 Vehicle Mix Distance from Centerline of Roadway Median ADT Speed Alpha Medium Heavy CNEL at Distance to Contour # Roadway Segment Lanes Width Volume (mph) Factor Trucks Trucks 100 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 1 Main Street Chapman Ave to La Veta Ave 6 12 35,042 40 0 2.0% 1.0% 67.7 - 185 585 1,849 2 Main Street La Veta Ave to Mainplace Dn'Town and Counh 6 24 42,668 40 0 2.0% 1.0% 68.6 73 231 732 2,314 3 Main Street Mainplace Dn'Town and Country Rd to E City F 6 24 36,905 40 0 2.0% 1.0% 68.0 - 200 633 2,002 4 Main Street Memory Lane to Santa Clara Avenue 6 24 38,919 40 0 2.0% 1.0% 68.2 - 211 668 2,111 5 Main Street Santa Clara Avenue to 17th Street 4 12 36,237 40 0 2.0% 1.0% 67.6 58 184 581 1,837 6 Bedford Rd La Veta Avenue to Mainplace Drive 2 12 12,017 35 0 2.0% 1.0% 61.4 - 44 140 444 7 Broadway Mainplace Drive to Santa Clara Avenue 4 6 31,933 40 0 2.0% 1.0% 67.0 51 161 508 1,606 8 Broadway Santa Clara Avenue to 17th Street 4 12 31,966 40 0 2.0% 1.0% 67.0 51 162 512 1,618 9 Parker Street La Veta Avenue to Town & Country Road 2 12 12,399 35 0 2.0% 1.0% 61.4 - 46 145 458 10 La Veta Ave Main Street to SR-22 WB Ramps 6 12 27,931 35 0 2.0% 1.0% 65.2 - 109 345 1,092 11 Town and Country Rd Main Street to SR-22 EB Ramps 4 24 19,582 35 0 2.0% 1.0% 63.5 - 75 237 749 12 MainPlace Drive Broadway to Main Street 4 24 14,911 35 0 2.0% 1.0% 62.3 - 57 180 570 13 Memory Lane Main Street to Lawson Way 4 24 11,470 35 0 2.0% 1.0% 61.1 - - 139 438 14 Santa Clara Avenue Broadway to Main Street 4 12 10,558 35 0 2.0% 1.0% 60.7 - - 126 397 15 Buffalo Avenue Broadway to Main Street 2 0 4,443 25 0 2.0% 1.0% 54.4 - - - 96 ' Distance is from the centerline of the roadway segment to the receptor location. -. = contour is located within the roadway right-of-way. Page 3 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix F. Air Quality Assessment City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. MAINPLACE MALL TRANSFORMATION PROJECT Air Quality Assessment Prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Kimley>»Horn Expect M— E.,—. c Beuer_ January 2019 This Page Intentionally Left Blank City of Santa Ana Main Place Mall Transformation Project TABLE OF CONTENTS Air Quality Assessment Section Page No. 1 Introduction................................................................................................................................................ 1 1.1 Background..............................................................................................................................................1 2 PROPOSED PROJECT DESCRIPTION............................................................................................................... 3 2.1 Project Location.......................................................................................................................................3 2.2 Proposed Project......................................................................................................................................3 3 Environmental Setting................................................................................................................................11 3.1 Climate and Meteorology......................................................................................................................11 3.2 Air Pollutants of Concern.......................................................................................................................12 3.3 Sensitive Receptors................................................................................................................................15 4 Regulatory Setting......................................................................................................................................16 4.1 Federal...................................................................................................................................................16 4.2 State of California...................................................................................................................................16 4.3 Regional..................................................................................................................................................18 4.4 Local.......................................................................................................................................................22 5 Significance Criteria and Methodology........................................................................................................23 5.1 Air Quality Thresholds............................................................................................................................23 5.2 Methodology..........................................................................................................................................24 6 Potential Impacts and Mitigation................................................................................................................25 6.1 Air Quality Analysis.................................................................................................................................25 6.2 Cumulative Setting, Impacts, and Mitigation Measures........................................................................39 7 References.................................................................................................................................................40 TABLES Table 1: MainPlace Mall Summary of Approved and Proposed Land Uses...................................................................4 Table 2: Air Contaminants and Associated Public Health Concerns............................................................................12 Table3: Ambient Air Quality Data...............................................................................................................................14 Table4: Sensitive Receptors........................................................................................................................................15 Table 5: State and Federal Ambient Air Quality Standards.........................................................................................17 Table 6: South Coast Air Basin Attainment Status.......................................................................................................20 Table 7: South Coast Air Quality Management District Emissions Thresholds............................................................23 Table 8: Local Significance Thresholds (Operations)...................................................................................................24 Table 10: Operational Emissions —Projected Emissions Disclosed in Final EIR (1983) Compared to Proposed Project (Maximum Pounds Per Day).....................................................................30 Table 11: CalEEMod Operational Emissions (Maximum Pounds Per Day)..................................................................31 Table 12: Localized Significance of Operational Emissions (Maximum Pounds Per Day)............................................37 Qy )) Horn Page I i City of Santa Ana Main Place Mall Transformation Project FIGURES Air Quality Assessment Figure1: Local Vicinity...................................................................................................................................................5 Figure2: Site Vicinity.....................................................................................................................................................7 Figure3: Land Use Plan.................................................................................................................................................9 APPENDICES Appendix A: Air Quality Modeling Data Qy ))Horn Page I ii City of Santa Ana Main Place Mall Transformation Project LIST OF ABBREVIATED TERMS Air Quality Assessment AQMP air quality management plan AB Assembly Bill ADT average daily traffic CAPCOA California Air Pollution Control Officers Association CARB California Air Resources Board CAAQS California Ambient Air Quality Standards CCAA California Clean Air Act CalEEMod California Emissions Estimator Model CEQA California Environmental Quality Act CO carbon monoxide cy cubic yards DPM diesel particulate matter EPA Environmental Protection Agency FCAA Federal Clean Air Act H2S hydrogen sulfide Pb lead LST local significance threshold µg/m3 micrograms per cubic meter mg/m3 milligrams per cubic meter NAAQS National Ambient Air Quality Standards NO2 nitrogen dioxide NO, nitrogen oxide 03 ozone PMI0 particulate matter less than 10 microns in diameter PM2.5 particulate matter less than 2.5 microns in diameter ppm parts per million ROG reactive organic gases RTP/SCS Regional Transportation Plan/Sustainable Communities Strategy SB Senate Bill SRA source receptor area SCAB South Coast Air Basin SCAQMD South Coast Air Quality Management District SCAG Southern California Association of Governments SF square foot SO4-2 sulfates SO2 sulfur dioxide TAC toxic air contaminant C2H3Cl vinyl chloride VOC volatile organic compound ey >) Horn Page I iii City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank Air Quality Assessment ey >) Horn Page I N City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment 1 INTRODUCTION This Air Quality Assessment has been prepared to evaluate the potential air quality effects associated with the proposed Main Place Mall Transformation Project (Main Place Project, or Proposed Project), which includes revitalization of the Main Place Mall and adoption of the Main Place Specific Plan. Main Place Mall has evolved over several decades from the original Fashion Square project approved in 1983, to the present mall of approximately 1,130,000 square feet (sf) of commercial uses. The site has not yet been developed to its full potential; existing entitlements allow for the additional development of up to 1,500,000 sf of office use, 400 hotel rooms, and additional commercial square footage. The Main Place Specific Plan proposes changes to the approved land use plan, as discussed in the Proposed Project section of this report. This analysis has been undertaken to analyze whether the proposed Main Place Project would result in any new or substantially more severe significant environmental impacts as compared to the conclusions discussed in the Fashion Square Commercial Center Final Environmental Impact Report (EIR) (1983). The purpose of this analysis is to document whether any new air quality -related impacts would occur based on the proposed updates to the Project (described below) pursuant to State California Environmental Quality Act (CEQA) Guidelines Section 15162 (et seq.). 1.1 Background 1.1.1 Fashion Square Commercial Center Final EIR -1983 In 1983, the Santa Ana Fashion Square development consisted of an approximately 512,595-sf open-air retail mall on the site of the current Main Place Mall. The Fashion Square Commercial Center Subsequent Final EIR was prepared to evaluate the potential impacts associated with rehabilitation and redevelopment of the site as a mixed -use commercial center with 1,600,000 sf of retail space, 1,500,000 sf of office space, and 1,200 hotel rooms. The Final EIR was certified by the City of Santa Ana in 1983. With respect to the topic of air quality, the Final EIR states: "The construction phase of the project would produce two sources of air pollution emissions. These are exhaust emissions from construction and grading equipment and dust generated as a result of earth movement and equipment traffic on local streets. The dust emissions may cause a nuisance to people and business located on adjacent properties or along roadways used by the earth -moving equipment or to motorists who park motor vehicles in the vicinity of the project. Upon completion of construction, the dust emissions would cease. The exhaust emissions would be of short-term duration during the construction phase only. The stationary on -site emissions resulting from natural gas consumption by the project is approximated to considered to be negligible when comparing this to the 1987 total emissions inventory projected for Orange County. The contribution of all other on -site generated air pollutants to the projected County emissions inventory is considered negligible (i.e., less than 0.1 percent). The stationary emissions resulting from project electrical energy consumption would occur off -site at electrical power -generating plants located throughout the utility's »>Horn Page I 1 City of Santa Ana MainPlace Mall Transformation Project Air Quality Assessment generating network. The emissions associated with project traffic would incrementally contribute to primary pollutant concentrations near local intersections during peak traffic periods and also result in incremental air quality deterioration. The proposed project is consistent with the AQMP population forecast for this area of Orange County. The project is also consistent with SCAG-78land use projections in Orange County. The aggregate long-term contribution of the estimated project emissions to the 1987 Orange County emission inventory ranges from a negligible amount of organic gases to 0.7 percent of nitrogen oxides, depending upon the type of pollutant. The proposed project's air quality emissions would not have a significant adverse impact on the environment." 1.1.2 Addendum to the Final EIR for MainPlace / Santa Ana — 2000 Addendum (ER 96-033) to the Environmental Impact Report for Proposed MainPlace/Santa Ana Expansion noted that the existing MainPlace Regional Shopping Center had approximately 1.1 million sf of leasable retail space. Subsequent entitlements in 2000 revised the allowed land uses approved in 1983. The vesting tentative parcel map approved in 2000 would allow up to 1,509,255 sf of retail, 1,500,000 sf of office space, and 400 hotel rooms. The Addendum identified no construction -related air quality impact. With respect to operational emissions, the Addendum noted that emission levels would be above the South Coast Air Quality Management District (SCAQMD) thresholds. However, the Addendum stated that the pollutant emissions associated with the Addendum project combined with emissions associated with the existing on -site land uses would be below the emission levels identified in the Final EIR. Morn Page 12 City of Santa Ana MainPlace Mall Transformation Project Air Quality Assessment 2 PROPOSED PROJECT DESCRIPTION 2.1 Project Location The approximately 49.04-acre project site is currently occupied by the existing MainPlace Mall in the City of Santa Ana. The project site location is shown in its regional setting on Figure 1, Locol Vicinity. A site plan for the existing site is provided on Figure 2, Site Vicinity. The site is in the northern portion of the City and is generally bordered on the north by State Route 22 (SR-22 — the Garden Grove Freeway); on the south by MainPlace Drive and commercial development south of MainPlace Drive; on the east by Main Street; and on the west by Interstate 5 (1-5 — the Santa Ana Freeway). Primary arterial access to the Specific Plan area is from Main Street, Town and Country Road, and Broadway, which provide access to 1-5 and SR-22. A four -lane perimeter access road, MainPlace Drive, serves as a ring road around the north, west, and south sides of MainPlace Mall, and connects to the surrounding street system in four locations: The project site is currently designated in the City's General Plan as District Center and existing zoning is General Commercial (C2), which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Land uses surrounding the Specific Plan Area are predominantly large roadways and freeways and commercial uses, with limited residential in the vicinity. The Discovery Science Center is located approximately 800 feet to the south. 2.2 Proposed Project The total building area for MainPlace Mall is currently 1,130,000 sf of commercial / retail uses within an enclosed mall building. There are 4,882 parking spaces in surface parking lots and 3 parking structures. The MainPlace Mall is currently entitled for the following additional development: 379,255 sf of additional retail space, bringing the retail square footage to a total of 1,509,255 sf; 1,500,000 sf of office space, and 400 hotel rooms. The applicant wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use by adding residential uses in a mixed - use setting. The Proposed Project site plan is shown on Figure 3, Land Use Plon. As proposed, the Project would consist of the following additional development: 270,000 sf of commercial (bringing the total commercial development to 1,400,000 sf); 750,000 sf of office; 400 hotel rooms; and 1,900 multi -family residential units. Table 1 provides a comparison of the originally approved to the currently entitled to the proposed land use mix for the project site. Morn Page 13 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 1: Main Place Mall Summary of Approved and Proposed Land Uses Land Use Originally Approved (1983) Currently Entitled (2000) Proposed Project Difference from Currently Entitled Commercial (sf) 1,600,000 1,509,255 1,400,000 (109,255) Office (sf) 1,500,000 1,500,000 750,000 (750,000) Hotel (rooms) 1,200 400 400 0 Residential(du) 0 0 1,900 1,900 sf = square feet; du = dwelling units Landscaping The proposed landscaping within the Specific Plan area would include pedestrian gathering spaces such as public open space and plazas; residential open space; gateway nodes; streetscape; and perimeter buffer. Specific Plan Development Regulation 3.5(G) prohibits turf to minimize water consumption and emissions from landscaping equipment. Construction and Phasing The Proposed Project is anticipated to be implemented in eight phases over a multi -year period. Total grading for the Proposed Project is estimated to require 350,000 cubic yards (cy) to 440,000 cy. An export of soil is expected due to the projected construction of parking structures and minor grade adjustments across the site. An import of soil is anticipated near the west side of the site to provide a level development area. Morn Page 14 1 G�` a •fix ''- � L° nfn ' � _ � . •.� _,- �_ 7on�•. d City of, Orange cct NOW (� 1p po � Q f z 2� °�'� City of Santa Ana City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project Air Quality Assessment Page 1 6 'VA, A }• U y It MAIN STREET a City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project Air Quality Assessment Page 1 8 LEGEND �••� Project Boundary ---- Parcel Line Commercial Core Mixed -Use PARC //�� \ 10 PARCEL 6 I! Y 5 z N BROADWAY ST fREEF� [ _ .v ._.______.___-__.- _ , r--' _-T___"_ Figure 3 Project Site Plan Ef City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project Air Quality Assessment Page 1 10 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment 3 ENVIRONMENTAL SETTING 3.1 Climate and Meteorology The California Air Resources Board (CARB) divides the State into 15 air basins that share similar meteorological and topographical features. The project site is located within the South Coast Air Basin (Basin), which includes the non -desert portions of Los Angeles, Riverside, and San Bernardino counties, as well as all of Orange County. The basin is on a coastal plain with connecting broad valleys and low hills, bounded by the Pacific Ocean on the southwest and high mountains forming the remainder of the perimeter'. Air quality in this area is determined by such natural factors as topography, meteorology, and climate, in addition to the presence of existing air pollution sources and ambient conditions. These factors along with applicable regulations are discussed below. The Basin is part of a semi -permanent high-pressure zone in the eastern Pacific. As a result, the climate is mild and tempered by cool sea breezes. This usually mild weather pattern is occasionally interrupted by periods of extreme heat, winter storms, and Santa Ana winds. The annual average temperature throughout the 6,645-square-mile Basin ranges from low 60 to high 80 degrees Fahrenheit with little variance. With more oceanic influence, coastal areas show less variability in annual minimum and maximum temperatures than inland areas. Contrasting the very steady pattern of temperature, rainfall is seasonally and annually highly variable. Almost all annual rainfall occurs between the months of November and April. Summer rainfall is reduced to widely scattered thundershowers near the coast, with slightly heavier activity in the east and over the mountains. Although the Basin has a semiarid climate, the air closer to the Earth's surface is typically moist because of the presence of a shallow marine layer. Except for occasional periods when dry, continental air is brought into the basin by offshore winds, the "ocean effect" is dominant. Periods of heavy fog are frequent and low clouds known as high fog are characteristic climatic features, especially along the coast. Annual average humidity is 70 percent at the coast and 57 percent in the eastern portions of the basin. Wind patterns across the basin are characterized by westerly or southwesterly on -shore winds during the day and easterly or northeasterly breezes at night. Wind speed is typically higher during the dry summer months than during the rainy winter. Between periods of wind, air stagnation may occur in both the morning and evening hours. Air stagnation is one of the critical determinants of air quality conditions on any given day. During winter and fall, surface high-pressure systems over the basin, combined with other meteorological conditions, result in very strong, downslope Santa Ana winds. These winds normally continue for a few days before predominant meteorological conditions are reestablished. The mountain ranges to the east affect the diffusion of pollutants by inhibiting the eastward transport of pollutants. Air quality in the basin generally ranges from fair to poor and is similar to air quality in most of coastal Southern California. The entire region experiences heavy concentrations of air pollutants during prolonged periods of stable atmospheric conditions. In addition to the characteristic wind patterns that affect the rate and orientation of horizontal pollutant transport, two distinct types of temperature inversions control the vertical depth through which air pollutants are mixed. These inversions are the marine inversion and the radiation inversion. The height of the base of the inversion at any given time is called the "mixing height." The combination of winds and 1 South Coast Air Quality Management District, CEQAAir Quality Handbook, 1993. Kimley »Horn Page 111 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment inversions is a critical determinant leading to highly degraded air quality for the basin in the summer and generally good air quality in the winter. 3.2 Air Pollutants of Concern The air pollutants emitted into the ambient air by stationary and mobile sources are regulated by federal and State laws. These regulated air pollutants are known as "criteria air pollutants" and are categorized into primary and secondary pollutants. Primary air pollutants are those that are emitted directly from sources. Carbon monoxide (CO), reactive organic gases (ROG), nitrogen oxide (NOx), sulfur dioxide (SO2), coarse particulate matter (PMio), fine particulate matter (PM2.5), and lead are primary air pollutants. Of these, CO, NOx, SO2, PMIo, and PM2.5 are criteria pollutants. ROG and NOx are criteria pollutant precursors and go on to form secondary criteria pollutants through chemical and photochemical reactions in the atmosphere. For example, the criteria pollutant ozone (03) is formed by a chemical reaction between ROG and NOx in the presence of sunlight. 03 and nitrogen dioxide (NO2) are the principal secondary pollutants. Sources and health effects commonly associated with criteria pollutants are summarized in Table 2. Table 2: Air Contaminants and Associated Public Health Concerns Pollutant Major Man -Made Sources Human Health Effects Increased respiratory symptoms, such as Power plants, steel mills, chemical plants, irritation of the airways, coughing, or Particulate Matter unpaved roads and parking lots, wood- difficulty breathing; asthma; chronic (PMio and PM2.5) burning stoves and fireplaces, bronchitis; irregular heartbeat; nonfatal automobiles and others. heart attacks; and premature death in people with heart or lung disease. Impairs visibility. Formed by a chemical reaction between Irritates and causes inflammation of the reactive organic gases/volatile organic mucous membranes and lung airways; compounds (ROG or VOC)' and nitrogen causes wheezing, coughing, and pain when Ozone (03) oxides (NOx) in the presence of sunlight. inhaling deeply; decreases lung capacity; Motor vehicle exhaust industrial aggravates lung and heart problems. emissions, gasoline storage and transport, Damages plants; reduces crop yield. solvents, paints and landfills. A colorless gas formed when fuel Respiratory irritant. Aggravates lung and containing sulfur is burned and when heart problems. In the presence of moisture gasoline is extracted from oil. Examples and oxygen, sulfur dioxide converts to Sulfur Dioxide (S02) are petroleum refineries, cement sulfuric acid which can damage marble, iron manufacturing, metal processing and steel. Damages crops and natural facilities, locomotives, and ships. vegetation. Impairs visibility. Precursor to acid rain. Reduces the ability of blood to deliver Carbon Monoxide An odorless, colorless gas formed when oxygen to vital tissues, affecting the (CO) carbon in fuel is not burned completely; a cardiovascular and nervous system. Impairs component of motor vehicle exhaust. vision, causes dizziness, and can lead to unconsciousness or death. Qy )) Horn Page 1 12 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 2: Air Contaminants and Associated Public Health Concerns Pollutant Major Man -Made Sources Human Health Effects A reddish -brown gas formed during fuel Respiratory irritant; aggravates lung and combustion for motor vehicles and heart problems. Precursor to ozone. Nitrogen Dioxide industrial sources. Sources include motor Contributes to global warming and nutrient (NOZ) vehicles, electric utilities, and other overloading which deteriorates water sources that burn fuel. quality. Causes brown discoloration of the atmosphere. Lead is a metal found naturally in the Exposure to lead occurs mainlythrough environment as well as in manufactured inhalation of air and ingestion of lead in products. The major sources of lead food, water, soil, or dust. It accumulates in emissions have historically been motor the blood, bones, and soft tissues and can vehicles (such as cars and trucks) and adversely affect the kidneys, liver, nervous industrial sources. Due to the phase -out system, and other organs. Excessive Lead (Pb) of leaded gasoline, metals processing is exposure to lead may cause neurological the major source of lead emissions to the impairments such as seizures, mental air today. The highest levels of lead in air retardation, and behavioral disorders. Even are generally found near lead smelters. at low doses, lead exposure is associated Other stationary sources are waste with damage to the nervous systems of incinerators, utilities, and lead -acid fetuses and young children, resulting in battery manufacturers. I learning deficits and lowered IQ. 1. Volatile Organic Compounds (VOCs or Reactive Organic Gases [ROG]) are hydrocarbons/organic gases that are formed solely of hydrogen and carbon. There are several subsets of organic gases including ROGsand VOCs. Both ROGs and VOCs are emitted from the incomplete combustion of hydrocarbons or other carbon -based fuels. The major sources of hydrocarbons are combustion engine exhaust, oil refineries, and oil -fueled power plants; other common sources are petroleum fuels, solvents, dry cleaning solutions, and paint (via evaporation). Source: California Air Pollution Control Officers Association (CAPCOA), Health Effects, http://www.capcoa.org/health-effects/, Accessed November 5, 2018. Toxic Air Contaminants Toxic air contaminants (TACs) are airborne substances that can cause short-term (acute) or long-term (chronic or carcinogenic, i.e., cancer -causing) adverse human health effects (i.e., injury or illness). TACs include both organic and inorganic chemical substances. They may be emitted from a variety of common sources including gasoline stations, automobiles, dry cleaners, industrial operations, and painting operations. The current California list of TACs includes more than 200 compounds, including particulate emissions from diesel -fueled engines. CARB identified diesel particulate matter (DPM) as a toxic air contaminant. DPM differs from other TACs in that it is not a single substance but rather a complex mixture of hundreds of substances. Diesel exhaust is a complex mixture of particles and gases produced when an engine burns diesel fuel. DPM is a concern because it causes lung cancer; many compounds found in diesel exhaust are carcinogenic. DPM includes the particle -phase constituents in diesel exhaust. The chemical composition and particle sizes of DPM vary between different engine types (heavy-duty, light -duty), engine operating conditions (idle, accelerate, decelerate), fuel formulations (high/low sulfur fuel), and the year of the engine. Some short-term (acute) effects of diesel exhaust include eye, nose, throat, and lung irritation, and diesel exhaust can cause coughs, headaches, light-headedness, and nausea. DPM poses the greatest health risk among the TACs. Almost all diesel exhaust particle mass is 10 microns or less in diameter. Because of their extremely small size, these particles can be inhaled and eventually trapped in the bronchial and alveolar regions of the lung. ey >) Horn Page 1 13 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Ambient Air quality CARB monitors ambient air quality at approximately 250 air monitoring stations across the State. Air quality monitoring stations usually measure pollutant concentrations ten feet above ground level; therefore, air quality is often referred to in terms of ground -level concentrations. Existing levels of ambient air quality, historical trends, and projections near the Project are documented by measurements made by the South Coast Air Quality Management District (SCAQMD), the air pollution regulatory agency in the Basin that maintains air quality monitoring stations which process ambient air quality measurements. Ozone (03) and particulate matter (PMio and PM2.5) are pollutants of concern in the Basin. The closest air monitoring station to the project site that monitors ambient concentrations of these pollutants is the Fontana -Arrow Highway Monitoring Station (located approximately 5.5 miles to the southwest). Local air quality data from 2015 to 2017 are provided in Table 3. Table 3 lists the monitored maximum concentrations and number of exceedances of federal or State air quality standards for each year. Table 3: Ambient Air Quality Data Pollutant Anaheim -Pampas Lane Monitoring Station' Costa Mesa -Mesa Verde Monitoring Station' 2015 2016 1 2017 2015 2016 2017 Ozone(O3) 1-hour Maximum Concentration (ppm) 0.100 0.103 0.090 0.099 0.090 0.088 8-hour Maximum Concentration (ppm) 0.080 0.074 0.076 0.079 0.069 0.080 Number of Days Standard Exceeded CAAQS 1-hour (>0.09 ppm) 1 2 0 1 0 0 NAAQS 8-hour (>0.070 ppm) 1 4 4 2 0 4 Carbon Monoxide (CC) 1-hour Maximum Concentration (ppm) 3.06 2.61 2.46 -- -- -- Number of Days Standard Exceeded NAAQS 1-hour (>35 ppm) 0 0 0 -- -- -- CAAQS 1-hour (>20 ppm) 0 0 0 -- -- -- Nitrogen Dioxide (NO2) 1-hour Maximum Concentration (ppm) 0.059 0.064 0.081 0.052 0.060 0.045 Number of Days Standard Exceeded NAAQS 1-hour (>100 ppm) 0 0 0 0 0 0 CAAQS 1-hour (>0.18 ppm) 0 0 0 0 0 0 Particulate Matter Less Than 10 Microns (PM3D) National 24-hour Maximum Concentration 59.0 74.0 95.7 -- -- -- State 24-hour Maximum Concentration 59.0 -- -- -- -- -- Number of Days Standard Exceeded NAAQS 24-hour (>150 µg/m3) 0 0 0 -- -- -- CAAQS 24-hour (>50 µg/m3) 2 -- -- -- -- -- Qy )) Horn Page 1 14 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 3: Ambient Air Quality Data Anaheim -Pampas Lane Costa Mesa -Mesa Verde Monitoring Station' Monitoring Station' 2015 2016 2017 2015 2016 2017 Pollutant Particulate Matter Less Than 2.5 Microns (PM2.5) National 24-hour Maximum Concentration 45.8 44.4 53.9 -- -- -- State 24-hour Maximum Concentration 53.8 45.5 56.2 -- -- -- Number of Days Standard Exceeded NAAQS 24-hour (>35 µg/m') 3 1 7 -- -- -- NAAQS = National Ambient Air Quality Standards; CAAQS = California Ambient Air Quality Standards; ppm = parts per million; ppb = parts per billion; µg/m3 = micrograms per cubic meter; NM = not measured 1. Measurements taken at the Anaheim -Pampas Lane Monitoring Station at 1630 West Pampas Lane, Anaheim, California 92802(CARB# 30178). 2. Measurements taken at the Costa Mesa -Mesa Verde Drive Monitoring Station at 2850 Mesa Verde Drive East, Costa Mesa, California 92626 (CARB# 30195). Source: All pollutant measurements are from the CARB Aerometric Data Analysis and Management system database (https://www.arb.ca.gov/adam) except for CO, which were retrieved from the CARB Air Quality and Meteorological Information System (https://www.arb.ca.gov/agmis2/aqdselect.php). 3.3 Sensitive Receptors Sensitive populations are more susceptible to the effects of air pollution than the general population. Sensitive receptors that are in proximity to localized sources of toxins are of particular concern. Land uses considered sensitive receptors include residences, schools, playgrounds, childcare centers, long-term health care facilities, rehabilitation centers, convalescent centers, and retirement homes. Sensitive land uses near the project site consist mostly of single-family and multi -family residences, educational institutions, and recreational facilities. Table 4 identifies the distances and locations of sensitive receptors within the Project vicinity. The distances identified in the table are based on the distance from the project site to the vicinity sensitive receptors. Table 4: Sensitive Receptors Receptor Type/Description Approximate Distance and Direction from the Project Site Single -Family Residential Neighborhood 300 feet north across SR-22 Multi -Family Residential 300 feet east Single -Family Residential Neighborhood 450 feet west across 1-5 Single -Family Residential Neighborhood 910 feet southeast Santiago Park 1,800 feet east »Horn Page 1 15 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment 4 REGULATORY SETTING 4.1 Federal Federal Clean Air Act Air quality is federally protected by the Clean Air Act and its amendments. Under the Federal Clean Air Act (FCAA), the EPA developed the primary and secondary National Ambient Air Quality Standards (NAAQS) for the criteria air pollutants including ozone, NOz, CO, SOz, PM10, PM2.5, and lead. Proposed projects in or near nonattainment areas could be subject to more stringent air -permitting requirements. The FCAA requires each state to prepare a State Implementation Plan to demonstrate how it will attain the NAAQS within the federally imposed deadlines. The U.S. Environmental Protection Agency (EPA) can withhold certain transportation funds from states that fail to comply with the planning requirements of the FCAA. If a state fails to correct these planning deficiencies within two years of federal notification, the EPA is required to develop a federal implementation plan for the identified nonattainment area or areas. The provisions of 40 Code of Federal Regulations Parts 51 and 93 apply in all nonattainment and maintenance areas for transportation -related criteria pollutants for which the area is designated nonattainment or has a maintenance plan. The EPA has designated enforcement of air pollution control regulations to the individual states. Applicable federal standards are summarized in Table S. 4.2 State of California California Air Resources Board CARB administers the air quality policy in California. The California Ambient Air Quality Standards (CAAQS) were established in 1969 pursuant to the Mulford -Carrell Act. These standards, included with the NAAQS (Table 5), are generally more stringent and apply to more pollutants than the NAAQS. In addition to the criteria pollutants, CAAQS have been established for visibility reducing particulates, hydrogen sulfide, and sulfates. The California Clean Air Act (CCAA), which was approved in 1988, requires that each local air district prepare and maintain an Air Quality Management Plan (AQMP) to achieve compliance with CAAQS. These AQMPs also serve as the basis for the preparation of the State Implementation Plan for meeting federal clean air standards for the State of California. Like the EPA, CARB also designates areas within California as either attainment or nonattainment for each criteria pollutant based on whether the CAAQS have been achieved. Under the CCAA, areas are designated as nonattainment for a pollutant if air quality data shows that a State standard for the pollutant was violated at least once during the previous three calendar years. Exceedances that are affected by highly irregular or infrequent events such as wildfires, volcanoes, etc. are not considered violations of a State standard, and are not used as a basis for designating areas as nonattainment. The applicable State standards are summarized in Table S. ey >) Horn Page 1 16 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 5: State and Federal Ambient Air Quality Standards Pollutant Averaging Time State Standards' Federal Standards2 8 Hour 0.070 ppm (137 µg/m3) 0.070 ppm Ozone (03) 1- 5-' 1 Hour 0.09 ppm (180 µg/m3) NA 8 Hour 9.0 ppm (10 mg/m3) 9 ppm (10 mg/m3) Carbon Monoxide (CO) 1 Hour 20 ppm (23 mg/m3) 35 ppm (40 mg/m3) 1 Hour 0.18 ppm (339 µg/m3) 0.10 ppm" Nitrogen Dioxide (NO2) Annual Arithmetic 0.030 ppm (57 µg/m3) 0.053 ppm (100 µg/m3) Mean 24 Hour 0.04 ppm (105 µg/m3) 0.14 ppm (365 µg/m3) e Sulfur Dioxide (502) 1 Hour 0.25 ppm (655 µg/m3) 0.075 ppm (196 µg/m3) Annual Arithmetic NA 0.03 ppm (80 µg/m3) Mean 24-Hour 50 µg/m3 150 µg/m3 Particulate Matter (PMm)'' 3,' Annual Arithmetic 20 µg/m3 NA Mean 24-Hour NA 35 µg/m3 Fine Particulate Matter (PM2.5)3"'6'9 Annual Arithmetic 12 µg/m3 12 µg/m3 Mean Sulfates (SO4-2) 24 Hour 25 µg/m3 NA 30-Day Average 1.5 µg/m3 NA Calendar Quarter NA 1.5 µg/m3 Lead (Pb)10 11 Rolling 3-Month NA 0.15 µg/m3 Average Hydrogen Sulfide (H2S) 1 Hour 0.03 ppm (0.15 µg/m3) NA Vinyl Chloride (C2H3CI) 10 24 Hour 0.01 ppm (26 µg/m3) NA ppm = parts per million; µg/m'= micrograms per cubic meter; mg/m'= milligrams per cubic meter; —= no information available. 1 California standards for ozone, carbon monoxide (except Lake Tahoe), sulfurdioxide(1-hour and 24-hour), nitrogen dioxide, suspended particulate matter- PM10, and visibility reducing particles are values that are notto be exceeded. The standards for sulfates, Lake Tahoe carbon monoxide, lead, hydrogen sulfide, and vinyl chloride are not to be equaled or exceeded. If the standard is for a 1-hour, 8-hour or 24-hour average (i.e., all standards except for lead and the PM10 annual standard), then some measurements may be excluded. Measurements are excluded that CARB determines would occur lessthan once per year on the average. The Lake Tahoe carbon monoxide standard is 6.0 ppm, a level one-half the national standard and two-thirds the State standard. 2 National standards shown are the "primary standards" designed to protect public health. National standards other than for ozone, particulates and those based on annual averages are not to be exceeded more than once a year. The 1-hour ozone standard is attained if, during the most recent three-year period, the average number of days peryear with maximum hourly concentrations above the standard is equal to or less than one. The 8-hour ozone standard is attained when the 3-year average of the 4th highest daily concentrations is 0.070 ppm or less. The 24-hour PM10 standard is attained when the 3- year average of the 99th percentile of monitored concentrations is less than 150 µg/m3. The 24-hour PM2.5 standard is attained when the 3-year average of 98th percentiles is less than 35 µg/m3. 3 Except for the national particulate standards, annual standards are met if the annual average falls below the standard at every site. The national annual particulate standard for PM10 is met if the 3-year average falls below the standard at every site. The annual PM2.5 standard is met if the 3-year average of annual averages spatially -averaged across officially designed clusters of sites falls below the standard. NAAQS are set by the EPA at levels determined to be protective of public health with an adequate margin of safety. Qy )) Horn Page 1 17 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 5: State and Federal Ambient Air Quality Standards Pollutant Averaging Time State Standards' Federal Standards2 4 On October 1, 2015, the national 8-hour ozone primary and secondary standards were lowered from 0.075 to 0.070 ppm. An area will meet the standard if the fourth -highest maximum daily 8-hour ozone concentration per year, averaged over three years, is equal to or less than 0.070 ppm. EPA will make recommendations on attainment designations by October 1, 2016, and issue final designations October 1, 2017. Nonattainment areas will have until 2020 to late 2037 to meet the health standard, with attainment dates varying based on the ozone level in the area. 5 The national 1-hour ozone standard was revoked by the EPA on June 15, 2005. 6 In June 2002, CARB established new annual standards for PM2.5 and PM10. 7 The 8-hour California ozone standard was approved by the CARB on April 28, 2005 and became effective on May 17, 2006. 8 On June 2, 2010, the EPA established a new 1-hour S02 standard, effective August 23, 2010, which is based on the 3-year average of the annual 99th percentile of 1-hour daily maximum concentrations. The existing 0.030 ppm annual and 0.14 ppm 24-hour S02 NAAQS however must continue to be used until one year following EPA initial designations of the new 1- hour S02 NAAQS. 9 In December 2012, EPA strengthened the annual PM2.5 NAAQSfrom 15.Oto 12.0 µg/m3. In December 2014, the EPA issued final area designations for the 2012 primary annual PM2.5 NAAQS. Areas designated "unclassifiable/attainment" must continue to take steps to preventtheir air qualityfrom deteriorating to unhealthy levels. The effective date of this standard is April 15, 2015. 10 CARB has identified lead and vinyl chloride as 'toxic air contaminants' with no threshold level of exposure below which there are no adverse health effects determined. 11 National lead standard, rolling 3-month average: final rule signed October 15, 2008. Final designations effective December 31, 2011. Source: South Coast Ai r Quality Management District, Air Quality Management Plan, 2016; California Air Resources Board, Ambient Air Quality Standards, May 6, 2016. 4.3 Regional South Coast Air Quality Management District The SCAQMD is the air pollution control agency for Orange County and the urban portions of Los Angeles, Riverside, and San Bernardino Counties. The agency's primary responsibility is ensuring that federal and State ambient air quality standards are attained and maintained in the Basin. The SCAQMD is also responsible for adopting and enforcing rules and regulations concerning air pollutant sources, issuing permits for stationary sources of air pollutants, inspecting stationary sources of air pollutants, responding to citizen complaints, monitoring ambient air quality and meteorological conditions, awarding grants to reduce motor vehicle emissions, conducting public education campaigns, and many other activities. All projects are subject to SCAQMD rules and regulations in effect at the time of construction. The SCAQMD is also the lead agency in charge of developing the AQMP, with input from the Southern California Association of Governments (SCAG) and CARB. The AQMP is a comprehensive plan that includes control strategies for stationary and area sources, as well as for on -road and off -road mobile sources. SCAG has the primary responsibility for providing future growth projections and the development and implementation of transportation control measures. CARB, in coordination with federal agencies, provides the control element for mobile sources. The 2016 AQMP was adopted by the SCAQMD Governing Board on March 3, 2017. The purpose of the AQMP is to set forth a comprehensive and integrated program that would lead the Basin into compliance with the federal 24-hour PM2.5 air quality standard, and to provide an update to the SCAQMD's commitments towards meeting the federal 8-hour ozone standards. The AQMP incorporates the latest scientific and technological information and planning assumptions, including the 2016 Regional ey >) Horn Page 1 18 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Transportation Plan/Sustainable Communities Strategy (RTP/SCS) and updated emission inventory methodologies for various source categories. The SCAQMD has published the CEQA Air Quality Handbook (approved by the SCAQMD Governing Board in 1993 and augmented with guidance for Local Significance Thresholds [LST] in 2008). The SCAQMD guidance helps local government agencies and consultants to develop environmental documents required by CEQA and provides identification of suggested thresholds of significance for criteria pollutants for both construction and operation (see discussion of thresholds below). With the help of the CEQA Air Quality Handbook and associated guidance, local land use planners and consultants are able to analyze and document how proposed and existing projects affect air quality in order to meet the requirements of the CEQA review process. The SCAQMD periodically provides supplemental guidance and updates to the handbook on their website. The SCAG is the regional planning agency for Orange, Los Angeles, Ventura, Riverside, San Bernardino, and Imperial Counties and serves as a forum for regional issues relating to transportation, the economy, community development, and the environment. Under federal law, SCAG is designated as a Metropolitan Planning Organization and under State law as a Regional Transportation Planning Agency and a Council of Governments. The State and national attainment status designations for the Basin are summarized in Table 6. The Basin is currently designated as a nonattainment area with respect to the State ozone, PM10, and PMZ.S standards, as well as the national 8-hour ozone and PM2.5standards. The Basin is designated as attainment or unclassified for the remaining State and federal standards. The following is a list of SCAQMD rules that are required of construction activities associated with the Proposed Project: Rule 401 (Visible Emissions) — A person shall not discharge into the atmosphere from any single source of emission whatsoever any air contaminant for a period or periods aggregating more than three minutes in any 1 hour that is as dark or darker in shade as that designated No. 1 on the Ringelmann Chart, as published by the United States Bureau of Mines. Rule 402 (Nuisance) — This rule prohibits the discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health, or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property. This rule does not apply to odors emanating from agricultural operations necessary for the growing of crops or the raising of fowl or animals. ey >) Horn Page 1 19 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 6: South Coast Air Basin Attainment Status Pollutant Federal State Ozone(O3) Non -Attainment (Extreme) Non -Attainment (1 Hour Standard) Ozone(O3) Non -Attainment (Extreme) Non -Attainment (8 Hour Standard) Particulate Matter (PM2.5) Non -Attainment (Serious) -- (24 Hour Standard) Particulate Matter (PM2.5) Attainment (1997 Standard) Non -Attainment (Annual Standard) Particulate Matter (PMro) Attainment (Maintenance) Non -Attainment (24 Hour Standard) Particulate Matter (PMro) Non -Attainment (Annual Standard) Carbon Monoxide (CO) Attainment (Maintenance) Attainment (1 Hour Standard) Carbon Monoxide (CO) Attainment (Maintenance) Attainment (8 Hour Standard) Nitrogen Dioxide (NO2) Unclassifiable/Attainment Attainment (1 Hour Standard) Nitrogen Dioxide (NO2) Attainment (Maintenance) Attainment (Annual Standard) Sulfur Dioxide (SO2) Unclassifiable/Attainment -- (1 Hour Standard) Sulfur Dioxide (SO2) Unclassifiable/Attainment -- (24 Hour Standard) Lead (Pb) Attainment -- (3 Month Standard) Sulfates (SO4-2) Attainment (24 Hour Standard) Hydrogen Sulfide (H2S) -- Attainment (1 Hour Standard) Source: South Coast Air Quality Management District, Air Quality Management Plan, 2016; EPA, Nonottoinment Areas for Criteria Pollutants (Green Book), September 4, 2018. Rule 403 (Fugitive Dust) — This rule requires fugitive dust sources to implement best available control measures for all sources, and all forms of visible particulate matter are prohibited from crossing any property line. This rule is intended to reduce PM10 emissions from any transportation, handling, construction, or storage activity that has the potential to generate fugitive dust. PM10 suppression techniques are summarized below. a) Portions of a construction site to remain inactive longer than a period of three months will be seeded and watered until grass cover is grown or otherwise stabilized. ey >) Horn Page 120 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment b) All on -site roads will be paved as soon as feasible or watered periodically or chemically stabilized. c) All material transported off -site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. d) The area disturbed by clearing, grading, earthmoving, or excavation operations will be minimized at all times. e) Where vehicles leave a construction site and enter adjacent public streets, the streets will be swept daily or washed down at the end of the workday to remove soil tracked onto the paved surface. Rule 431.2 (Sulfur Content of Liquid Fuels) — This rule limits the sulfur content in diesel and other liquid fuels for the purpose of both reducing the formation of sulfur oxides and particulates during combustion and to enable the use of add -on control devices for diesel -fueled internal combustion engines. Rule 445 (Wood Burning) —This rule prohibits permanently installed wood -burning devices into any new development. A wood -burning device means any fireplace, wood burning heater, or pellet -fueled wood heater, or any similarly enclosed, permanently installed, indoor or outdoor device burning any solid fuel for aesthetic or space -heating purposes, which has a heat input of less than one million British thermal units per hour. Rule 481(Spray Coating) —This rule applies to all spray painting and spray coating operations and equipment and states that a person shall not use or operate any spray painting or spray coating equipment unless one of the following conditions is met: o The spray coating equipment is operated inside a control enclosure, which is approved by the Executive Officer. Any control enclosure for which an application for permit for new construction, alteration, or change of ownership or location is submitted after the date of adoption of this rule shall be exhausted only through filters at a design face velocity not less than 100 feet per minute nor greater than 300 feet per minute, or through a water wash system designed to be equally effective for the purpose of air pollution control. o Coatings are applied with high -volume low-pressure, electrostatic and/or airless spray equipment. o An alternative method of coating application or control is used which has effectiveness equal to or greater than the equipment specified in the rule. Rule 1108 (Volatile Organic Compounds) —This rule governs the sale, use, and manufacturing of asphalt and limits the volatile organic compound (VOC) content in asphalt used in the Basin. This rule also regulates the VOC content of asphalt used during construction. Therefore, all asphalt used during construction of the Project must comply with SCAQMD Rule 1108. Rule 1113 (Architectural Coatings) —This rule requires manufacturers, distributors, and end -users of architectural and industrial maintenance coatings to reduce ROG emissions from the use of these coatings, primarily by placing limits on the ROG content of various coating categories. Rule 1143 (Paint Thinners and Solvents) — This rule governs the manufacture, sale, and use of paint thinners and solvents used in thinning of coating materials, cleaning of coating application ey >) Horn Page 121 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment equipment, and other solvent cleaning operations by limiting their VOC content. This rule regulates the VOC content of solvents used during construction. Solvents used during the construction phase must comply with this rule. Rule 1186 (Emissions from Paved and Unpaved Roads) —The purpose of this rule is to reduce the amount of particulate matter entrained in the ambient air as a result of vehicular travel and requires that any owner or operator of a paved public road on which there is visible roadway accumulations shall begin removal of such material through street cleaning within 72 hours of any notification of the accumulation and shall completely remove such material as soon as feasible. Rule 1186.1 (Less -Polluting Sweepers) — This rule requires public and private sweeper fleet operators to acquire alternative -fuel or otherwise less -polluting sweepers when purchasing or leasing these vehicles for sweeping operations. 4.4 Local City of Santa Ana General Plan The City of Santa Ana General Plan is the City's constitution for future development. The General Plan does not mention specific standalone air quality goals and policies for the City. Instead, the General Plan has goals and policies to improve air quality through transportation infrastructure. Since there are limited Project -relevant policies specific to air quality, related policies are mentioned in this section. Where inconsistencies exist, if any, they are addressed in the respective impact analysis below. General Plan policies that directly address reducing and avoiding natural resources impacts include the following: Goal 1: Protect the public health, safety and welfare through effective management of natural resources. Objective 1.1: Reduce air pollution emissions to achieve national ambient air quality standards. Support local and regional land use and transportation plans that increase mass transit usage and reduce vehicle trips. Enforce emissions standards contained in local ordinances. Maximize the City's aesthetic and visual appeal by increasing vegetation throughout the community. ey >) Horn Page 122 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment 5 SIGNIFICANCE CRITERIA AND METHODOLOGY 5.1 Air Quality Thresholds Based upon the criteria derived from Appendix G of the CEQA Guidelines, a project normally would have a significant effect on the environment if it would: 1. Conflict with or obstruct implementation of the applicable air quality plan. 2. Result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is in nonattainment under an applicable federal or State ambient air quality standard. 3. Expose sensitive receptors to substantial pollutant concentrations. 4. Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people. 5.1.1 SCAQMD Thresholds The significance criteria established by SCAQMD may be relied upon to make the above determinations. According to the SCAQMD, an air quality impact is considered significant if the Proposed Project would violate any ambient air quality standard, contribute substantially to an existing or projected air quality violation, or expose sensitive receptors to substantial pollutant concentrations. The SCAQMD has established thresholds of significance for air quality during construction and operational activities of land use development projects, as shown in Table 7. Table 7: South Coast Air Quality Management District Emissions Thresholds Criteria Air Pollutants and Precursors (Regional) Construction -Related Operational -Related Average Daily Emissions (pounds/day) Average Daily Emission (pounds/day) Reactive Organic Gases (ROG) 75 55 Carbon Monoxide (CO) 550 550 Nitrogen Oxides (NOx) 100 55 Sulfur Oxides (SOx) 150 150 Coarse Particulates (PMro) 150 150 Fine Particulates (PM2.5) 55 55 Source: South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993 (PM,.,threshold adopted June 1, 2007). 5.1.2 Localized Carbon Monoxide In addition to the daily thresholds listed above, development associated with the Proposed Project would also be subject to the ambient air quality standards. These are addressed through an analysis of localized CO impacts. The California 1-hour and 8-hour CO standards are: 1-hour = 20 ppm 8-hour=9 ppm ey >) Horn Page 123 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment The significance of localized impacts depends on whether ambient CO levels near a project site are above State and federal CO standards. The Basin has been designated as attainment under the 1-hour and 8- hour standards. 5.1.3 Localized Significance Thresholds In addition to the CO hotspot analysis, the SCAQMD developed LSTs for emissions of NO2, CO, PMIo, and PM2.5generated at new development sites (off -site mobile source emissions are not included in the LST analysis). LSTs represent the maximum emissions that can be generated at a project site without expecting to cause or substantially contribute to an exceedance of the most stringent national or State ambient air quality standards. LSTs are based on the ambient concentrations of that pollutant within the Project source -receptor area (SRA), as demarcated by the SCAQMD, and the distance to the nearest sensitive receptor. LST analysis for construction is applicable for all projects that disturb 5 acres or less on a single day. The City of Santa Ana is located within SCAQMD SRA 16, North Orange County. Table 8 shows the LSTs for a 1-acre, 2-acre, and 5-acre project site in SRA 16 with sensitive receptors located within 100 meters of the project site. As the project site is approximately 49 acres, use of the 5-acre localized significance threshold would be conservative as the thresholds increase with project size. Table 8: Local Significance Thresholds (Operations) Project Size Nitrogen Oxide (NO) — Ibs/day Carbon Monoxide (CO) — Ibs/day Coarse Particulates (PMio) — Ibs/day Fine Particulates (PM2.1) — Ibs/day 1 Acre 121 941 6 3 2 Acres 156 1,295 8 3 5 Acres 226 2,112 12 4 Source: South Coast Air Quality Management District, Localized Significance Threshold Methodology, July 2008. 5.2 Methodology This air quality impact analysis considers construction and operational impacts associated with the Proposed Project. Construction equipment, trucks, worker vehicles, and ground -disturbing activities associated with Proposed Project construction would generate emissions of criteria air pollutants and precursors. Air quality impacts were assessed according to methodologies recommended by CARB and the SCAQMD. Where criteria air pollutant quantification was required, emissions were modeled using the California Emissions Estimator Model (CalEEMod). CaIEEMod is a statewide land use emissions computer model designed to quantify potential criteria pollutant emissions associated with both construction and operations from a variety of land use projects. This analysis addresses potential differences between the air quality impacts identified in the adopted Fashion Square Commercial Center Final EIR and those that would be associated with the Proposed Project pursuant to State CEQA Guidelines Section 15162 (et seq.). ey >) Horn Page 124 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment 6 POTENTIAL IMPACTS AND MITIGATION 6.1 Air Quality Analysis Threshold 6.1 Would the Project conflict with or obstruct implementation of the applicable air quality plan? Previous Fashion Square Commercial Center EIR Significance Determination: Less than Significant. The adopted Fashion Square Commercial Center Final EIR determined that the Approved Project is consistent with the AQMP population forecasts and the SCAG land use projections. The aggregate long-term contribution of the estimated Project emissions would be negligible compared to the County emission inventories. Proposed Project Analysis: The adopted Fashion Square Commercial Center Final EIR analyzed the rehabilitation of the Fashion Square Shopping Center and a maximum permitted development of 3,100,000 sf of office and retail space and 1,200 hotel rooms. The currently Proposed Project would adjust the land use allocation to include 1,900 dwelling units, 400 hotel rooms, 750,000 sf of office, and 1,400,000 sf of retail (adding 270,000 sf to the existing 1,130,000 sf of retail). As part of its enforcement responsibilities, the EPA requires each state with nonattainment areas to prepare and submit a State Implementation Plan that demonstrates the means to attain the federal standards. The State Implementation Plan must integrate federal, state, and local plan components and regulations to identify specific measures to reduce pollution in nonattainment areas, using a combination of performance standards and market -based programs. Similarly, under State law, the CCAA requires an air quality attainment plan to be prepared for areas designated as nonattainment regarding the federal and State ambient air quality standards. Air quality attainment plans outline emissions limits and control measures to achieve and maintain these standards by the earliest practical date. As previously noted, the project site is located within the South Coast Air Basin (Basin), which is under the jurisdiction of the SCAQMD. The SCAQMD is required, pursuant to the FCAA, to reduce emissions of criteria pollutants for which the Basin is in nonattainment. To reduce such emissions, the SCAQMD drafted the 2016 AQMP. The 2016 AQMP establishes a program of rules and regulations directed at reducing air pollutant emissions and achieving State (California) and national air quality standards. The 2016 AQMP is a regional and multi -agency effort including the SCAQMD, the CARB, the SCAG, and the EPA. Substantial progress has been made in reducing ozone and particulate matter (PM) emissions through regulatory measures, voluntary actions and partnerships with other agencies and stakeholders. The 2016 AQMP demonstrates that the ozone and PM ambient air concentrations have dramatically decreased since the 1990s. In addition, the CAAQS and NAAQS have been lowered over the years to further strengthen the standards. In 1979, the EPA approved a 1-hour ozone standard (120 parts per billion [ppb]) that was replaced in 1997 with a more stringent 8-hour ozone standard (80 ppb) (the EPA subsequently revoked the 1-hour standard entirely, effective in 2005). In 2008, the 8-hour ozone standard was lowered to 75 ppb. In July 1987, the EPA promulgated a 24-hour NAAQS of 150 micrograms per cubic meter (µg/m3) for particulate matter less than 10 microns (PMio), which the Basin has not violated since 2008. The SCAQMD attainment re - designation request, and the PMIo maintenance plan were approved by the EPA effective July 26, 2013. On December 17, 2006, the EPA strengthened the 24-hour PM2.5 NAAQS from 65 µg/m3 to 35 µg/m3 and the Basin was subsequently designated "moderate" nonattainment for 2006 24-hour PM2.5 NAAQS on December 14, 2009. ey >) Horn Page 125 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment As described in the 1983 Final EIR, measured air quality for the year 1981 (the latest data available at the time) showed that the State 8-hour CO standard (9.0 parts per million [ppm]) was exceeded 4 days; the State 1-hour 03 standard (0.10 ppm) was exceeded 65 days; the State 1-hour NOx standard was exceeded four days; and the State 24-hour particulate matter standard was exceeded 26 days. The federal 8-hour CO standard (9 ppm) was exceeded 14 days, the federal 1-hour 03 standard (0.12 ppm) was exceeded 32 days, and the federal 24-hour particulate matter standard (260 µg/m3) was exceeded one day. Current ambient air monitoring indicates that the 8-hour CO, 1-hour 03, and 1-hour NOx standards were not exceeded in 2017 despite lower CAAQS and NAAQS. The PMIo and PMZ.S exceedances have decreased compared to 1981 exceedances, despite lower CAAQS and NAAQS (refer to Table 3). As indicated above, the Basin has had historical improvement in air quality since the 1970s. This has been a direct result of SCAQMD's comprehensive, multiyear strategy of reducing air pollution from all sources as outlined in its AQMP and by utilizing uniform CEQA review throughout the Basin. The 2012 AQMP states, "the remarkable historical improvement in air quality since the 1970s is the direct result of Southern California's comprehensive, multiyear strategy of reducing air pollution from all sources as outlined in its AQMPs.Z" Ozone, NOx, VOC, and CO have been decreasing in the Basin since 1975 and are projected to continue to decrease through 2020. These decreases result primarily from motor vehicle controls and reductions in evaporative emissions. Although vehicle miles traveled in the Basin continue to increase, NOx and VOC levels are decreasing because of the mandated controls on motor vehicles and the replacement of older polluting vehicles with lower -emitting vehicles. NOx emissions from electric utilities have also decreased due to use of cleaner fuels and renewable energy. The overall trends of PMIo and PM2.5in the air (not emissions) show an overall improvement since 1975. Direct emissions of PMIo have remained somewhat constant in the Basin and direct emissions of PMZ.S have decreased slightly since 1975. Area -wide sources (fugitive dust from roads, dust from construction and demolition, and other sources) contribute the greatest amount of direct particulate matter emissions. Ozone levels in the Basin have decreased substantially over the last 30 years. Today, the maximum measured concentrations have decreased by 62 percent, from 0.315 ppm in 1973 to 0.121 ppm in 2016. The 2016 AQMP is based on the most recent assumptions provided by both CARB and SCAG for motor vehicle emissions and demographic updates. The AQMP's pollutant control strategies are based on the latest scientific and technical information and planning assumptions, including SCAG's 2016 RTP/SCS, updated emission inventory methodologies for various source categories, and SCAG's latest growth forecasts. SCAG's latest growth forecasts were defined in consultation with local governments and with reference to local general plans. The Proposed Project is subject to the SCAQMD's AQMP. Criteria for determining consistency with the AQMP are defined by the following indicators: Consistency Criterion No. 1: The Proposed Project will not result in an increase in the frequency or severity of existing air quality violations, or cause or contribute to new violations, or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQM P. z SCAQMD, Final2012 Air Quality Management Plan, February 2013. Qy )) Horn Page 126 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Consistency Criterion No. 2: The Proposed Project will not exceed the assumptions in the AQMP or increments based on the years of the Project buildout phase. Consistency Criterion No. 1 refers to violations of the CAAQS and NAAQS. As discussed below, the Proposed Project includes development similar in scope to what was anticipated in the Final EIR. As the building area and overall construction intensity of the Proposed Project would be similar to the Previously Approved Project and Current Entitlements, the magnitude or severity of the previously identified construction impacts would not change. In fact, emissions would be lower due to regulatory and technological improvements that have reduced overall emissions rates for on- and off -road engines. The Proposed Project would be subject to the latest control measures and regulatory requirements, which would further reduce construction emissions. Therefore, a new impact would not occur, and the Project would not conflict with the first criterion. Concerning Consistency Criterion No. 2, the AQMP contains air pollutant reduction strategies based on SCAG's latest growth forecasts, and SCAG's growth forecasts were defined in consultation with local governments and with reference to local general plans. The project site is currently designated in the City's General Plan as District Center with a General Commercial (C2) zoning designation, which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Development of the site with 3,100,000 sf of office and retail space and 1,200 hotel rooms has been assumed for the site with adoption of the Final EIR in 1983. Current Entitlements (2000) allow the development of approximately 1,500,000 sf of office uses, 1,500,000 sf of retail uses, and 400 hotel rooms. The Proposed Project would modify the entitlements to allow more flexibility in the further development of the site, reducing the entitled office and retail uses and adding residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use by adding residential uses in a mixed - use setting. The General Plan's District Center designation would allow up to 4,486,074 sf of mixed uses, inclusive of residential uses, based on the maximum FAR of 2.1 over the approximately 49-acre site. As proposed, the Main Place Mall Transformation Project would result in a District -wide FAR of 2.08 and a density of 39 dwelling units per acre, within the maximums allowed in the General Plan. No General Plan Amendment is required or proposed. As such, the Proposed Project is consistent with the land use designation and development density presented in the Santa Ana General Plan. Because SCAG's growth forecasts are defined in consultation with local governments and this site has been entitled for mixed -use development since 1983, the Proposed Project is not considered to exceed the population or job growth projections used by the SCAQMD to develop the AQMP. Therefore, no impact would occur, as the Proposed Project is also consistent with the second criterion. Mitigation Measures: The Final EIR noted that increased air emissions resulting from the project are due to increased traffic and increased use of electricity, and natural gas and references mitigation in other sections of the EIR as being applicable to the topic of air quality. Mitigation measures designed to reduce the generation of traffic and usage of electricity and natural gas are identified in Section 5.6, Traffic and Circulation and Section 5.14, Energy Conservation; no additional mitigation measures were identified. The traffic mitigation measures have already been implemented although full buildout of the project site under existing entitlements has not occurred. With respect to Section 4.14 of the Final EIR, the mitigation states: 'The orientation of building glazing areas, overhangs, and site landscaping should be selected in order for solar radiation to reach indoor areas during the winter months to ey >) Horn Page 127 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment reduce heating loads. The same principle should be incorporated for the summer month, so that building glazing, overhangs and landscaping will reduce the amount of solar radiation reaching the interior of the buildings which will reduce air conditioning loads." Compliance with Title 24, which are the energy efficiency standards for residential and non-residential buildings, would be equivalent to implementation of the above -noted measure. As individual projects are considered by the City of Santa Ana, the buildings would be required to comply with the most current version of Title 24. The energy efficiency standards of Title 24 substantially exceed the air quality and energy conversation levels that would occur with the Final EIR measure. Therefore, the Proposed Project's compliance with Title 24 which would fulfill the requirements of this mitigation measure. Conclusion There are no new potentially significant impacts associated with the Proposed Project. Therefore, no new and/or refined mitigation measures are required. Threshold6.2 Wouldthe Project resultin a cumulatively considerable netincreaseof anycriteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard? Previous Fashion Square Commercial Center EIR Significance Determination: Less than Significant. The Fashion Square Commercial Center Final EIR analyzed the demolition of the existing Main Street Shopping Center, rehabilitation of the Fashion Square Shopping Center, and a maximum permitted development of 3,100,000 sf of office and retail space and 1,200 hotel rooms. The Final EIR determined that construction emissions would be temporary and that impacts would be less than significant. Additionally, operational emissions associated with Project traffic would incrementally contribute to primary pollutant concentrations near local intersections during peak traffic periods and also result in incremental air quality deterioration. Section 5.6 of the Final EIR identified traffic mitigation measures traffic and Section 5.14, Energy Conservation, identified an energy measure that would reduce air quality emissions. The traffic mitigation measures have already been implemented although full buildout of the project site under existing entitlements have not occurred. Section 4.14 of the Final EIR recommended that buildings incorporate passive solar design features to minimize heating and cooling loads. The Proposed Project would be required to comply with California's latest building energy efficiency standards (Title 24 of the California Code of Regulations). The Title 24 Energy Code and Compliance Manual outline strategies for passive solar design and would fulfill the requirements of this mitigation measure. The Final EIR determined that although the Project would incrementally increase the air emissions, the Project would account less than two percent of Orange County's emissions which was not considered significant. It should be noted comparing a project's emissions to county -wide emissions is no longer the current methodology or considered best practice for the analysis of air emissions. Since certification of the 1983 Final EIR, the SCAQMD adopted the CEQA Handbook (1993) which established project -level thresholds. Proposed Project Analysis Construction Emissions Construction associated with the Proposed Project would generate short-term emissions of criteria air pollutants. The criteria pollutants of primary concern within the project area include ozone -precursor pollutants (i.e., ROG and NOx) and PMioand PM2.5. Construction -generated emissions are short-term and ey >) Horn Page 128 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment of temporary duration, lasting only as long as construction activities occur but would be considered a significant air quality impact if the volume of pollutants generated exceeds the SCAQMD's thresholds of significance. Construction results in the temporary generation of emissions resulting from site grading, road paving, motor vehicle exhaust associated with construction equipment and worker trips, and the movement of construction equipment, especially on unpaved surfaces. Emissions of airborne particulate matter are largely dependent on the amount of ground disturbance associated with site preparation activities as well as weather conditions and the appropriate application of water. The duration of construction activities associated with the Proposed Project is estimated to be multiple years. The estimated soil to be exported would range from approximately 350,000 cubic yard (cy) to 440,000 cy. Soil export is expected due to the proposed construction of parking structures and minor grade adjustments across the site. The Proposed Project would be required to comply with all SCAQMD standards for construction equipment during grading activities, and would use Tier 4 equipment, if available. Since certification of the Final EIR, the EPA and CARB have adopted off -road equipment emissions standards. These emissions standards have been phased in since 1996 in four distinct tiers. Each tier establishes new and more stringent emissions standards. The tier of an engine depends on the model year and horsepower rating; generally, the newer a piece of equipment is, the greater the tier it is likely to have. Beginning in 2011, new off -road mobile engines sold that are equal to or greater than 175 horsepower and non -emergency stationary engines less than 10 liters per cylinder and equal to or greater than 175 horsepower are required to meet Tier 4 Interim. Beginning in 2014, new off -road mobile engines sold that are equal or greater than 130 horsepower are required to meet Tier 4 Final standards (40 Code of Federal Regulations, part 1039). For portable engines, the following are approximate manufacture years: • Tier 1 engines manufactured between 1996 and 2003; • Tier 2 engines manufactured between 2001 and 2007; • Tier 3 engines manufactured between 2006 and 2011; and • Tier 4 Interim engines 51 to 74 horsepower manufactured beginning in 2008, 75 to 174 horsepower manufactured after 2012, and 175 to 750 horsepower manufactured after 2011.Tier 4 final standards go into effect in 2015 further lowering particulate matter emissions. The implementation of the improved off -road equipment emissions standards that have occurred since the time of the Final EIR would result in Project construction emissions that are substantially lower than what was anticipated in the Final EIR. The Main Place Specific Plan also identifies sustainability features to enhance the sustainability of the Project. These sustainability features include the compliance with all SCAQMD standards for construction equipment and the use of Tier 4 equipment where available during grading. Additionally, construction of the Proposed Project would be required to comply with various SCAQMD rules, including Rule 402 (Nuisance) and Rule 403 (Fugitive Dust). SCAQMD Rules 402 and 403 identify measures to be implemented for the control fugitive dust generated during ground -disturbance activities. As such, construction emissions would be lower than what was anticipated for the Approved Project. No new construction impacts would occur. ey >) Horn Page 129 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Operational Emissions The certified Final EIR determined that the emissions associated with Project traffic would incrementally contribute to primary pollutant concentrations near local intersections during peak traffic periods and also result in incremental air quality deterioration. The currently Proposed Project would adjust the land use allocation to include 1,900 dwelling units, 400 hotel rooms, 750,000 sf of office, and 1,400,000 sf of retail (adding 270,000 sf to the existing 1,130,000 sf of retail). Project -generated emissions would be associated with motor vehicle use and area sources, such as the use of landscape maintenance equipment and architectural coatings. Table 10 compares project emissions associated with the Final EIR project (1,200 hotel rooms, 1,500,000 sf of office, and 1,600,000 sf of retail uses) to the Proposed Project (1,900 residential units, 400 hotel rooms, 750,000 sf of office, and 1,400,000 sf of retail uses). The emissions associated with the originally approved project are from Table 21 of the Final EIR. Emissions associated with the Proposed Project are modeled with CalEEMod. The table shows that emissions from the Proposed Project would be far lower than what was disclosed in the Final EIR. Table 10: Operational Emissions — Projected Emissions Disclosed in Final EIR (1983) Compared to Proposed Project (Maximum Pounds Per Day) Reactive Coarse Fine Organic Nitrogen Carbon Sulfur Particulate Particulate Gases Oxide Monoxide Dioxide Matter Matter Source (ROG) (NO„) (CO) (SO2) (PM20) (PM2.5) Proposed Project' 1,900 residential units, 400 hotel rooms, 750 ksf office, 188.11 28235 860.92 2.18 172.41 48.95 and 1,400 ksf of retail uses Originally Approved 1983 Project2 1,200 hotel rooms, 1,500 ksf 710 2,489.10 11,994.70 190 305.43 n/a2 office, and 1,600 ksf of retail uses Difference -522 -2,207 -11,114 -188 -113 n/a3 SCAQMD Threshold 55 55 550 150 150 55 1. Proposed Project emissions modeled with CalEEMod version 2016.3.2. Refer to Appendix A for model outputs. 2. Previously Approved 1983 Plan emissions are from the Fashion Square Commercial Center Final Environmental Impact Report, Table 21, page 136, prepared by the City of Santa Ana Community Redevelopment Agency, September 1983. 3. PM2.5 emissions were not quantified in the 1983 EIR. Table 11 compares emissions from the Proposed Project, the Originally Approved (1983) Project, and the Current Entitlements (2000). As shown in Table 11, the Proposed Project emissions are within the emission assumptions identified in the adopted Fashion Square Commercial Center Final EIR and the Current Entitlement. The Proposed Project is estimated to generate fewer air pollutant emissions compared with development associated with the previous and current entitlements for the site. Note that emissions rates differ from summer to winter because weather factors are dependent on the season and these factors affect pollutant mixing, dispersion, ozone formation, and other factors. ey >) Horn Page 130 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 11: CalEEMod Operational Emissions (Maximum Pounds Per Day) Source Reactive Organic Gases (ROG) Nitrogen Oxide (NO„) Carbon Monoxide (CO) Sulfur Dioxide (SO2) Coarse Particulate Matter (PMiD) Fine Particulate Matter (PM2.5) Proposed Project 1,900 residential units, 400 hotel rooms, 750,000 sf office, and 1,400,000 sf of retail uses' Summer Emissions Area Source Emissions 106.65 1.82 157.54 0.01 0.87 0.87 Energy Emissions 1.51 13.42 9.00 0.08 1.05 1.05 Mobile Emissions 77.10 245.26 613.60 1.76 141.36 39.03 Total Emissions 185.31 260.50 780.14 1.86 143.27 49.94 Winter Emissions Area Source Emissions 106.65 1.82 157.54 0.01 0.87 0.87 Energy Emissions 1.51 13.42 9.00 0.08 1.05 1.05 Mobile Emissions 76.13 248.04 623.04 1.63 141.34 39.05 Total Emissions 184.34 263.28 789.58 1.77 143.29 40.96 Originally Approved (1983) 1,200 hotel rooms, 1,500,000 sf office, and 1,600,000 sf of retail uses' Summer Emissions Area Source Emissions 102.80 0.00 0.44 0.00 0.00 0.00 Energy Emissions 2.02 18.34 15.41 0.11 1.39 1.39 Mobile Emissions 137.16 476.41 1,338.40 4.29 357.88 98.60 Total Emissions 241.99 494.76 1,354.25 4.40 359.28 100.00 Winter Emissions Area Source Emissions 102.80 0.00 0.44 0.00 0.00 0.00 Energy Emissions 2.02 18.34 15.41 0.11 1.39 1.39 Mobile Emissions 135.34 485.48 1,323.77 4.09 357.91 98.63 Total Emissions 240.16 503.83 1,339.62 4.20 359.31 100.03 Current Entitlement (2000) 400 hotel rooms, 1,500,000 sf office, and 1,509.255 sf of retail uses' Summer Emissions Area Source Emissions 78.43 0.00 0.35 0.00 0.00 0.00 Energy Emissions 1.00 9.09 7.64 0.05 0.69 0.69 Mobile Emissions 87.91 299.75 823.37 2.59 214.53 59.13 Total Emissions 167.34 308.84 831.36 2.64 215.22 59.82 Qy )) Horn Page 131 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Table 11: CalEEMod Operational Emissions (Maximum Pounds Per Day) Source Reactive Organic Gases (ROG) Nitrogen Oxide (NO„) Carbon Monoxide (CO) Sulfur Dioxide (SO2) Coarse Particulate Matter (PMiD) Fine Particulate Matter (PM2.5) Winter Emissions Area Source Emissions 78.43 0.00 0.35 0.00 0.00 0.00 Energy Emissions 1.00 9.09 7.64 0.05 0.69 0.69 Mobile Emissions 86.75 304.98 818.38 2.47 214.55 59.15 Total Emissions 166.18 314.08 826.37 2.52 215.24 59.84 Difference: (Proposed Project -Originally Approved 1983 Plan) Summer Emissions -57.36 -238.59 -592.83 -2.62 -222.99 -60.97 Winter Emissions -56.49 -245.13 -567.15 -2.50 -223.00 -60.98 SCAQMD Threshold 55 55 550 150 150 55 Difference: (Proposed Project -Current Entitlement 2000) Summer Emissions 17.29 -52.67 -69.94 -0.86 -78.93 -20.79 Winter Emissions 17.49 -55.38 -53.90 -0.82 -78.93 -20.79 SCAQMD Threshold 55 55 550 150 150 55 1. The modeled retail uses include the total existing building area of 1,130,000 sf of commercial / retail uses for Main Place Mall. Source: CalEEMod version 2016.3.2. Refer to Appendix A for model outputs. Area Source Emissions Area source emissions would be generated due to on -site equipment, architectural coating, and landscaping that were not previously not proposed for the site. As shown in Table 11, area source emissions from the Proposed Project would be greater than identified in the Final EIR. However, this increase would be partially offset by reductions in mobile and energy source emission. The resulting ROG emissions from area sources would not represent a significant increase. Energy Source Emissions Energy source emissions would be generated due to electricity and natural gas usage associated with the Proposed Project. Primary uses of electricity and natural gas by the Project would be for miscellaneous space heating and cooling, water heating, ventilation, lighting, appliances, and electronics. As shown in Table 11, energy source emissions from the Proposed Project would be a decrease over the energy source emissions identified in the Final EIR. Mobile Source Mobile sources are emissions from motor vehicles, including tailpipe and evaporative emissions. Depending upon the pollutant being discussed, the potential air quality impact may be of either regional or local concern. For example, ROG, NOx, PMID, and PMZ.Sare all pollutants of regional concern. NOx and ey >) Horn Page 132 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment ROG react with sunlight to form 03, known as photochemical smog. Additionally, wind currents readily transport PMio and PM2.5. However, CO tends to be a localized pollutant, dispersing rapidly at the source. Based on Institute of Transportation Engineers (ITE) trip generation rates, the Proposed Project, at buildout, would generate 61,050 daily trips, while the Originally Approved Project (1983) has an estimated 75,435 daily trips and the Current Entitlements (2000) would generate 67,301 daily trips. The Proposed Project would generate fewer trips than both the Previous Approved 1983 Plan and the Current Entitlements, resulting in a net decrease in mobile source emissions (refer to Table 11). Based on the analysis above, implementation of the Proposed Project would not result in a substantial increase in air quality emissions beyond what was identified in the Final EIR. As noted above, ROG emissions associated with the Proposed Project would be slightly higher than the Current Entitlements because the residential uses would generate more area source emissions. However, this increase is not considered significant. Additionally, all other pollutant emissions from the Proposed Project would be less than the Current Entitlements. No new impacts have been identified and no new mitigation measures are necessary. The Proposed Project would not result in any new adverse impacts or substantially increase the severity of any previously identified impacts on air quality. The Project would not require changes to the mitigation measures presented in the Final EIR. Cumulative Short -Term Emissions The Basin is designated nonattainment for 03, PMIo, and PM2.5 for State standards and nonattainment for 03 and PM2.5 for federal standards. As previously discussed, the analysis for the certified Final EIR was conducted in the 1980s when vehicles were less clean and criteria pollutant concentrations were much higher. The SCAQMD has developed strategies to reduce criteria pollutant emissions outlined in the AQMP pursuant to the federal Clean Air Act mandates. The analysis assumed fugitive dust controls would be utilized during construction, including frequent water applications. SCAQMD rules, mandates, and compliance with adopted AQMP emissions control measures would also be imposed on construction projects throughout the Air Basin, which would include related projects. Compliance with SCAQMD rules and regulations would reduce the Proposed Project construction -related impacts to a less than significant level. Therefore, Project -related construction emissions, in combination with those from other projects in the area, would not substantially deteriorate the local air quality. Construction emissions associated with the Proposed Project would not result in a cumulatively considerable contribution to significant cumulative air quality impacts. Cumulative Long -Term Impacts The SCAQMD has not established separate significance thresholds for cumulative operational emissions. The nature of air emissions is largely a cumulative impact. As a result, no single project is sufficient in size to, by itself, result in nonattainment of ambient air quality standards. Instead, individual project emissions contribute to existing cumulatively significant adverse air quality impacts. The SCAQMD developed the operational thresholds of significance based on the level above which individual project emissions would result in a cumulatively considerable contribution to the Basin's existing air quality conditions. Therefore, a project that exceeds the SCAQMD operational thresholds would also be a cumulatively considerable contribution to a significant cumulative impact. ey >) Horn Page 133 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment The Proposed Project's operational emissions would be estimated to generate fewer air pollutant emissions compared with development associated with the current entitlements for the site (refer to Table 11). As a result, operational emissions associated with the Proposed Project would not result in a cumulatively considerable contribution to significant cumulative air quality impacts. Additionally, adherence to SCAQMD rules and regulations would alleviate potential impacts related to cumulative conditions on a project -by -project basis. Project operations would not contribute a cumulatively considerable net increase of any nonattainment criteria pollutant. Main Place Specific Plan Sustainability Features The Main Place Specific Plan includes the following required features relative to air quality to enhance the sustainability of the Project. These features will be reviewed and verified as part of the Development Review process. Grading activities will be required to comply with all SCAQMD standards for construction equipment and will also be required to use Tier 4 equipment if it is available. The following shall be prohibited within the Specific Plan area: o No fireplaces shall be included in residential uses within the Project (wood and natural gas prohibited. Standard Conditions and Requirements SC AQ-1 Dust Control. During construction, the Applicant shall require all construction contractors to comply with South Coast Air Quality Management District's (SCAQMD's) Rules 402 and 403 in order to minimize construction emissions of dust and particulates. SCAQMD Rule 402 requires that air pollutant emissions not be a nuisance off -site. Rule 402 prohibits the discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health, or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property. SCAQMD Rule 403 requires that fugitive dust be controlled with Best Available Control Measures so that the presence of such dust does not remain visible beyond the property line of the emission source. This rule is intended to reduce PMI0 emissions from any transportation, handling, construction, or storage activity that has the potential to generate fugitive dust. This requirement shall be included as notes on the contractor specifications. Table 1 of Rule 403 lists the Best Available Control Measures that are applicable to all construction projects. The measures include, but are not limited to, the following: a) Portions of a construction site to remain inactive longer than a period of three months will be seeded and watered until grass cover is grown or otherwise stabilized. b) All on -site roads will be paved as soon as feasible or watered periodically or chemically stabilized. c) All material transported off -site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. ey >) Horn Page 134 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment d) The area disturbed by clearing, grading, earthmoving, or excavation operations will be minimized at all times. e) Where vehicles leave a construction site and enter adjacent public streets, the streets will be swept daily or washed down at the end of the workday to remove soil tracked onto the paved surface. SCAQ-2 Architectural Coatings. South Coast Air Quality Management District (SCQMQD) Rule 1113 requires manufacturers, distributors, and end -users of architectural and industrial maintenance coatings to reduce reactive organic gas (ROG) emissions from the use of these coatings, primarily by placing limits on the ROG content of various coating categories. Architectural coatings shall be selected so that the volatile organic compound (VOC) content of the coatings is compliant with SCAQMD Rule 1113. This requirement shall be included as notes on contractor specifications. Mitigation Measures: The adopted Fashion Square Commercial Center Final EIR includes measures to reduce potential impacts associated with implementation of the Approved Project. The following measures from the Final EIR are applicable to the Proposed Project: Mitigation Measures from the Final EIR Final EIR Section 5.6.3 Mitigation Measure: 7. Develop and maintain an aggressive Transportation Systems Management (TSM) Program designed to maximize use of transit and ridesharing and staggering of work hours. A realistic target of 20 percent increase in ridesharing and transit usage is established as the goal for a TSM Program. The developer shall be required to develop a program designed to achieve the goal and submit this program to the City for approval. In addition, the developer will be required to provide a Transportations System Management Coordinator to actively pursue implementation of the TSM/Parking Management Program. This position need not necessarily be on a full-time basis until such time as implementation of a substantial portion of the proposed office use is underway. The developer also shall be required to provide and maintain a security force whose task, among others, shall be to enforce all on -site parking regulations. Conclusion No new impact relative to air quality emissions evaluated in the Fashion Square Commercial Center Final EIR would occur with the development of the Proposed Project. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Final EIR was certified is available that would alter the Final EIR's significance finding. Mitigation Measures: The Final EIR includes measures to reduce potential impacts associated with implementation of the Approved Project. The following measures from the Final EIR are applicable to the development of the Proposed Project. Mitigation Measures from the Final EIR Refer to Mitigation Measure 7, above. ey >) Horn Page 135 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Conclusion No new impact relative to cumulative air quality emissions or a substantial increase in the severity of a previously identified significant impact evaluated in the Final EIR would occur with development of the Proposed Project. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Final EIR was certified is available that would alter the Final EIR's significance finding. Threshold 6.3 Would the Project expose sensitive receptors to substantial pollutant concentrations? Previous Fashion Square Commercial Center EIR Significance Determination: Less than Significant. The adopted Fashion Square Commercial Center Final EIR determined that although the Approved Project would incrementally increase the air emissions, the increase would not be significant. Proposed Project Analysis: Sensitive receptors are defined as facilities or land uses that include members of the population that are particularly sensitive to the effects of air pollutants, such as children, the elderly, and people with illnesses. Examples of these sensitive receptors are residences, schools, hospitals, and daycare centers. CARB has identified the following groups of individuals as the most likely to be affected by air pollution: the elderly over 65, children under 14, athletes, and persons with cardiovascular and chronic respiratory diseases such as asthma, emphysema, and bronchitis. As noted above, the closest sensitive receptors are the existing residential uses located approximately 300 feet from the property line of project site. Localized Construction/Diesel Particulate Matter Impacts Construction would result in the generation of diesel particulate matter (DPM) emissions from the use of off -road diesel equipment required. The amount to which the receptors are exposed (a function of concentration and duration of exposure) is the primary factor used to determine health risk (i.e., potential exposure to toxic air contaminant (TAC) emission levels that exceed applicable standards). Health -related risks associated with diesel -exhaust emissions are primarily linked to long-term exposure and the associated risk of contracting cancer. Even with large construction projects, the use of diesel -powered construction equipment is temporary and episodic. The duration of exposure would be short and exhaust from construction equipment dissipates rapidly. Current models and methodologies for conducting health risk assessments are associated with longer -term exposure periods of 9, 30, and 70 years, which do not correlate well with the temporary and highly variable nature of construction activities. The California Office of Environmental Health Hazard Assessment has not identified short-term health effects from DPM. Construction is temporary and would be transient throughout the site (i.e., move from location to location) and would not generate emissions in a fixed location for extended periods of time. Construction would be subject to and would comply with California regulations limiting the idling of heavy-duty construction equipment to no more than 5 minutes to further reduce nearby sensitive receptors' exposure to temporary and variable DPM emissions. For these reasons, DPM generated by construction activities, in and of itself, would not be expected to expose sensitive receptors to substantial amounts of air toxics and the Project would have a less than significant impact. Although the closest sensitive receptors are located approximately 300 feet from the property line of the Project, the receptors would be located approximately 600 feet from the closest active construction zone. ey >) Horn Page 136 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment According to the CARB Air Quality and Land Use Handbook (2005), pollutant concentrations drop off drastically with distance (i.e., a 70 percent drop off in pollutant concentrations at 500 feet from the source). Additionally, construction equipment and vehicles in general have become cleaner and release less emissions than when the Final EIR was certified in 1983. The Main Place Specific Plan also identifies sustainability features to enhance the sustainability of the Project. These sustainability features include the compliance with all SCAQMD standards for construction equipment and the use of Tier 4 equipment where available during grading, which would reduce construction emissions at sensitive receptors. The Proposed Project would be built in phases over multiple years throughout the 49-acre project site. The nearest sensitive receptors are more than 300 feet away from the property line and would be 600 feet or more from the active construction areas. Based on these distances and the fact that construction would occur at different locations throughout the site during different phases, construction emissions would not result in a localized impact. Localized Operational Significance Analysis For Project operations, the 5-acre threshold was conservatively utilized, as the project site is approximately 49 acres. The 5-acre localized significance threshold is conservative as the thresholds increase with project size. As the nearest sensitive uses are 300 feet from the project site, the LST values for 100 meters were used. As identified in Table 12, Proposed Project -related operational area source emissions would be below the LSTs. Therefore, operational LST impacts would be less than significant in this regard. Table 12: Localized Significance of Operational Emissions (Maximum Pounds Per Day) Activity Nitrogen Oxide (NO„) Carbon Monoxide (CO) Fine Particulate Matter(PM2.$) Coarse Particulate Matter(PMio) On -Site (Area Source) Emissions 2 158 1 1 SCAQMD Localized Screening Threshold (conservatively 5 acres at 100 meters) 226 2,112 15 49 Exceed SCAQMD Threshold? No No No No Source: CalEEMod version 2016.3.2. Refer to Appendix A for model outputs. Table 12 shows that the Proposed Project LST for operational emissions would not result in significant concentrations of pollutants at nearby sensitive receptors. The proposed Project operational emissions would not exceed SCAQMD's threshold. Therefore, significant impacts would not occur concerning LSTs during operational activities. Carbon Monoxide Hotspots An analysis of CO "hot spots" is needed to determine whether the change in the level of service of an intersection resulting from the Proposed Project would have the potential to result in exceedances of the CAAQS or NAAQS. It has long been recognized that CO exceedances are caused by vehicular emissions, primarily when vehicles are idling at intersections. Vehicle emissions standards have become increasingly ey >) Horn Page 137 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment stringent in the last 20 years. Currently, the CO standard in California is a maximum of 3.4 grams per mile for passenger cars (requirements for certain vehicles are more stringent). With the turnover of older vehicles, introduction of cleaner fuels, and implementation of control technology on industrial facilities, CO concentrations have steadily declined. Accordingly, with the steadily decreasing CO emissions from vehicles, even very busy intersections do not result in exceedances of the CO standard. The 2016 AQMP is the most recent version that addresses CO concentrations. As part of the SCAQMD CO Hotspot Analysis, the Wilshire Boulevard/Veteran Avenue intersection, one of the most congested intersections in Southern California with an average daily traffic (ADT) volume of approximately 100,000 vehicles per day, was modeled for CO concentrations. This modeling effort identified a CO concentration high of 4.6 ppm, which is well below the 35-ppm federal standard. The Proposed Project considered herein would not produce the volume of traffic required to generate a CO hot spot in the context of SCAQMD's CO HotspotAnolysis. The traffic study area intersection with the highest traffic volumes (South Main Street/La Veta Avenue) would have 56,860 vehicles on a daily basis during the "With Project" scenario. As the CO hotspots were not experienced at the Wilshire Boulevard/Veteran Avenue intersection even as it accommodates 100,000 vehicles daily, it can be reasonably inferred that CO hotspots would not be experienced at any study intersections. Therefore, impacts would be less than significant. Parking Structure Hotspots Carbon monoxide (CO) concentrations are a function of vehicle idling time, meteorological conditions, and traffic flow. Therefore, parking structures (and particularly subterranean parking structures) tend to be of concern regarding CO hotspots, as they are enclosed spaces with frequent cars operating in cold start mode. The Project would include parking within surface lots and structure. The Proposed Project would be required to comply with the ventilation requirements of the International Mechanical Code (Section 404 [Enclosed Parking Garages]), which requires that mechanical ventilation systems for enclosed parking garages operate automatically by means of carbon monoxide detectors in conjunction with nitrogen dioxide detectors. Section 404.2 requires a minimum air flow rate of 0.05 cubic feet per second per square foot and the system shall be capable of producing a ventilation airflow rate of 0.75 cubic feet per second per square foot of floor area.' Impacts in regards to parking structure CO hotspots would be less than significant. Mitigation Measures: None identified in the Final EIR. Conclusion There are no new potentially significant impacts associated with development of Proposed Project. Therefore, no new and/or refined mitigation measures are required. Threshold 6.4 Would the project result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? Previous Fashion Square Commercial Center EIR Significance Determination: Not applicable. The Fashion Square Commercial Center EIR did not address odors. 3 International Code Council, International Mechanical Code, Chapter4 Ventilation, 2015. https://codes.iccsafe.org/public/document/iMC2015/chapter-4-ventilation, accessed August 15, 2018. Qy )) Horn Page 138 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment Proposed Project Analysis: The SCAQMD CEQA Air Quality Handbook identifies certain land uses as sources of odors. These land uses include agriculture (farming and livestock), wastewater treatment plants, food processing plants, chemical plants, composting facilities, refineries, landfills, dairies, and fiberglass molding. The Proposed Project would not include any of the land uses that have been identified by the SCAQMD as odor sources. Therefore, there would be no impacts from the Proposed Project. Mitigation Measures: None identified in the Fashion Square Commercial Center Final EIR. Conclusion There are no new potentially significant impacts associated with development of Proposed Project. Therefore, no new and/or refined mitigation measures are required for issues related to odors. 6.2 Cumulative Setting, Impacts, and Mitigation Measures Cumulative Setting The cumulative setting for air quality includes the City of Santa Ana and the Basin. The Basin is designated as a nonattainment area for State standards of ozone, PM,o, and PM2.5. The Basin is designated as a nonattainment area for federal standards of ozone and PM2.5, attainment and serious maintenance for federal PMIo standards, and is designated as unclassified or attainment for all other pollutants. Cumulative growth in population and vehicle use could inhibit efforts to improve regional air quality and attain the ambient air quality standards. Cumulative Impacts and Mitigation Measures The SCAQMD's approach to assessing cumulative impacts is based on the AQMP forecasts of attainment of ambient air quality standards in accordance with requirements of the FCAA and CCAA. As discussed above, the Proposed Project would be consistent with the AQMP, which is intended to bring the Basin into attainment for all criteria pollutants. Since the construction and operational emissions calculated for the Proposed Project do not exceed the applicable SCAQMD daily significance thresholds that are designed to assist the region in attaining both NAAQS and CAAQS, cumulative impacts would not be significant. Mitigation Measures: The Final EIR includes measures to reduce potential impacts associated with implementation of the Approved Project. The following measures from the Final EIR are applicable to the development of the Proposed Project: Mitigation Measures from the Final EIR Refer to Mitigation Measures 7 and 8, above. Conclusion No new impact relative to cumulative air quality emissions or a substantial increase in the severity of a previously identified significant impact evaluated in the Final EIR would occur with development of the Proposed Project. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Final EIR was certified is available that would alter the Final EIR's significance findings. ey >) Horn Page 139 City of Santa Ana Main Place Mall Transformation Project Air Quality Assessment 7 REFERENCES 1. California Air Pollution Control Officers Association (CAPCOA), Health Effects, 2018. 2. California Air Pollution Control Officers Association (CAPCOA), Health Risk Assessments for Proposed Land Use Projects, 2009. 3. California Air Resources Board, Aerometric Data Analysis and Measurement System (ADAM) Top Four Summaries from 2014 to 2016, 2018. 4. California Air Resources Board, Air Quality and Land Use Handbook: A Community Health Perspective, 2005. S. California Air Resources Board, Current Air Quality Standards Chart, 2016. 6. Kimley-Horn and Associates, Traffic Impact Study for the MoinPloce Mall Transformation Project, 2019. 7. Office of Environmental Health Hazard Assessment, Air Toxics Hot Spots Program Risk Assessment Guidelines, 2015. 8. City of Santa Ana, General Plan, 1983. 9. Southern California Association of Governments, Regional Transportation Plan/Sustainable Communities Strategy, 2016. 10. South Coast Air Quality Management District, Air Quality Management Plan, 2016. 11. South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993. 12. South Coast Air Quality Management District, Localized Significance Threshold Methodology, 2009. 13. United States Environmental Protection Agency, National Ambient Air Quality Standards Table, 2016. 14. United States Environmental Protection Agency, NonottoinmentAreos for Criteria Pollutants, 2018. 15. United States Environmental Protection Agency, PolicyAssessmentfor the Review of theLeodNotionol Ambient Air Quality Standards, 2013. ey >) Horn Page 140 Appendix A Air Quality Modeling Data CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - 1,900 DU - Orange County, Summer Main Place - 1,900 DU Orange County, Summer 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2020 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 N20 Intensity 0.006 (lb/MWhr) (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Date: 1/8/2019 9:48 PM Project Characteristics - Land Use - Existing entitlements plus proposed. Hotel square footage based on assumption proprotional to what was used in TM99-152. Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study. Includes trip capture Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. No fireplaces proposed for this project. Consumer Products - Area Coating - Landscape Equipment - Project landscaped areas would be limited. No lawns, drought tolerant. Energy Use - Water And Wastewater - Solid Waste - Mobile Land Use Mitigation - Area Mitigation - Water Mitigation - no lawns proposed Waste Mitigation - Mobile Commute Mitigation - 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NOx CO S02 Fugitive PM 10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 I CO2e Year lb/day Ib/day 2018 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 1.9397 0.0000 a 0.0000 a 1.8059 a 0.0000 a 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 : 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 1.9397 0.0000 0.0000 1.8059 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction ROG NOx CO S02 Fugitive PM 10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PIV12.5 Total Bio- CO2 NBio- CO2 Totale Year lb/day Ib/day 2018 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 1.9397 0.0000 a 0.0000 a 1.8059 a 0.0000 a 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 : 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 1.9397 0.0000 0.0000 1.8059 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio-CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total I I I Percent 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 1 1 1 1 1 1 1 1 1 2.2 Overall Operational Unmitigated Operational Mitigated Operational 3.0 Construction Detail Construction Phase Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non -Residential Indoor: 0; Non -Residential Outdoor: 0; Striped Parking Area: 0 OffRoad Equipment Trips and VMT Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip Worker Vehicle Vendor Hauling Count Number Number Number Length Length Length Class Vehicle Vehicle Class Class Demolition 6'i 15.00: 0.00: 0.00 14.70P, 6.90'i 20.00 LD Mix iHDT Mix iHHDT 3.1 Mitigation Measures Construction 3.2 Demolition - 2018 Unmitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Elio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road I 0.0000I 0.0000 0.0000 ';I 0.0000 0.0000 ';I 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000I 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 PM10 I Total PM2.5 PM2.5 Total CO2 Category lb/day lb/day au ing ......... Vendor .. ........................... 0.0000 ................................................... 0.0000 0.0000 ................................................... 0.0000 !............................................................... 0.0000 '', 0.0000 0.0000 0.0000 -........ 0.0000 ___:... 0.0000 i 0.0000 -........ 0.0000 -........-........ 0.0000 0.0000 :... 0.0000 ......... '', 0.0000 .. ................................................0........................0................................................0.......................0......................0......................0.......................0.......................0..................................................0.......................0.......................0.......................0.......................0......................................... Worker ', 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ', 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off -Site ROG Nov CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 I PM10 Total PM2.5 I PM2.5 Total I CO2 I I I I Category lb/day lb/day Hauling 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ 0.0000 -....... 0.0000 -........ 0.0000 -....... 0.0000 0.0000 !.... '', 0.0000 -........ 0.0000 -........ 0.0000 -........ 0.0000 ___:... 0.0000 i 0.0000 -..... 0.0000 -.... 0.0000 -........ 0.0000 :... 0.0000 ......... '', 0.0000 .. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker ''i 0.0000 ''J 0.0000 i 0.0000 P, 0.0000 i 0.0000 P, 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 00.0000 0.0000 0 0.0000 i 0. 0.0000 ''i 0 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity Improve Pedestrian Network Provide Traffic Calming Measures Employee Vanpool/Shuttle Provide Riade Sharing Program ROG I Nov I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use kday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 8,550.00 8,550.00 11134.00 30,478,066 13,181,955 General Office Building 6,045 00 - 1,845.00 787.50 15,121,308 6,168,791 Hotel 2,764 00 2 76400 2380.00 6,464,478 2,644,112 Re Tonal Shopping Center 9 PP 9 43 694.00 43 694.00 35336.00 91,920,868 37,623,686 Total 61,053.00 56,853.00 49,637.50 143,984,720 59,618,544 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- H-S or C-C H-O or C-NW Primary Diverted Pass -by Apartments Mid Rise 14.10 5.90 8.70 40.20 19.20 40.60 86 11 3 ............ ............................................................................................................................................i General Office Building 16.60 8.40 .......................................................................................................................................................................................................................................................................... 6.90 33.00 48.00 19.00 77 19 4 .................................. Hotel.................................. ;.........._1.fi.fi�..........;............8.4.0...................._fi.90..................._19..4.0..............._fi.. _fiO....................19.00.............................58................................38..........................................4........................ Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 I Fugitive PM10 Exhaust PM10 PM10 Total I Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-CO2 NBio- CO2 I Total CO2 I CH4 N2O CO2e Category lb/day lb/day NaturalGas 1.5145 I; 13.4184 8.9994 0.0826 1.0464 1.0464 1.0464 1.0464 ; 16,522.02:16,522.022: 0.3167 0.3029 116,620.20 Mitigated 22 2 44 NaturalGas 15145 13.4184 i 8.9994 0.0826 1.0464 1.0464 1.0464 10464 i 16,522.02 16,522.022 0.3167 03029 :16,620.20 Unmitigated 22 2 44 5.2 Energy by Land Use - NaturalGas Unmitiaated NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio-CO2 Total CO2 CH4 N2O CO2e s Use I I PM10 PM 10 I Total PM2.5 I PM2.5 I Total I I an se yr .ML AL Wday lwaay Apartments Mid :', 59485.4 v,1 0.6415 ',: 5.4820 2.3328 :', 0.0350 1 0.4432 1 0.4432 1 0.4432 1 0.4432 16,998.2833', 6,998.283',: 0.1341 1 0.1283 Rise '' 3 6 ........................................'':....... General Office „ 18780.8 �',. .. ... 02025 ...............i......................... �', 1.8413 1.5467 �', 0.0111 ........................ ......................... .......................... 0.1399 0.1399 .......................... ......................... i........................... 0.1399 0.1399 ......................... i......................... 2 209 5085�', 2 209b08 :: 0.0424 0.0405 2,222 638 Building .. 5 5 ........................................,....., Hotel 544997 _ .. 0.5877 ......, 5.3431 ......................... 4.4882 : 00321 ........................ 0.4061 ......., 0.4061 ......................... ........................... 04061 04061 ........................ .... 8,411.7325 ....................... 8,411.732 01229 :........................ 01176 8,449834 ., .. 5 2 ......... Regional ........ 7671.23 --...... 0.0827 -....... 0.7521 -........ 0.6318 --..... 4 5100e -........ 0.0572 -........ 0.0572 -........--...... 0.0572 0.0572 -........ ...... 902.4980 -.. 902.4980 80 __.... 0.0173 i 0.0166 .-........... 90707 8611 Shopping Center ';', 003 1 1 116,522.022116,522'021 Total 1.5145 13.4184 8.9994 0.0826 1.0464 1.0464 1.0464 1.0464 0.3167 0.3029 16,620.20 2 22 44 Mitigated NaturalGa ROG Nov CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio-0O2 Total CO2 CH4 N20 CO2e s Use PM10 PM10 Total PM2.5 PM2.5 Total Land Use kBTU/yr lb/day IWday partments Rise ''................................. '' 3 6 ................. General Office �I 18.7808 I 0.2025 ....................... �I 1 8413 ......................... 1 5467 �I 0 0111 ............................................. ...... 0 1399 .................................................. 0 1399 ............ 0................ 0 1399 0...................................... 0 1399 ...... :22,20 209.50851 2 209.508 I 0.0424 0.0405 �I, 2,222 638 Building 5 5 Hotel 544997 i 0.5877 5.3431 i 4.4882 00321 i 0.4061 0.4061 04061 i 0.4061 6,411.7325 6,411.732 01229 i 01176 6,449.834 ',........ 5 2 Regional 7.67123 ....... 0.0827 ......... i 0.7521 i 0.6318 4 5100e ..... ....... 0.0572 ........ 0.0572 ......... 0.0572 i 0.0572 i 902 4980 902 4980 0.0173 0.0166 907 8611 Shopping Center ';', 003 1 1 116,522.022116,522'021 Total 1.5145 13.4184 8.9994 0.0826 1.0464 1.0464 1.0464 1.0464 0.3167 0.3029 16,620.20 2 22 44 6.0 Area Detail 6.1 Mitigation Measures Area No Hearths Installed 6.2 Area by SubCategory Unmitigated Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Turf Reduction 8.0 Waste Detail 8.1 Mitigation Measures Waste Institute Recycling and Composting Services 9.0 Operational Offroad Equipment Type Number Hours/Day DaysNear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emeraencv Generators Equipment Type I Number I Hours/Day I HoursNear I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat InputNear Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - 1,900 DU - Orange County, Winter Main Place - 1,900 DU Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2020 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 N20 Intensity 0.006 (lb/MWhr) (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Date: 1/8/2019 10:07 PM Project Characteristics - Land Use - Existing entitlements plus proposed. Hotel square footage based on assumption proprotional to what was used in TM99-152. Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study. Includes trip capture Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. No fireplaces proposed for this project. Consumer Products - Area Coating - Landscape Equipment - Project landscaped areas would be limited. No lawns, drought tolerant. Energy Use - Water And Wastewater - Solid Waste - Mobile Land Use Mitigation - Area Mitigation - Water Mitigation - no lawns proposed Waste Mitigation - Mobile Commute Mitigation - 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NOx CO S02 Fugitive PM 10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 I CO2e Year lb/day Ib/day 2018 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 1.9397 0.0000 a 0.0000 a 1.8059 a 0.0000 a 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 : 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 1.9397 0.0000 0.0000 1.8059 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction ROG NOx CO S02 Fugitive PM 10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PIV12.5 Total Bio- CO2 NBio- CO2 Totale Year lb/day Ib/day 2018 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 1.9397 0.0000 a 0.0000 a 1.8059 a 0.0000 a 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 : 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 1.9397 0.0000 0.0000 1.8059 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio-CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total I I I Percent 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 1 1 1 1 1 1 1 1 1 2.2 Overall Operational Unmitigated Operational Mitigated Operational 3.0 Construction Detail Construction Phase Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non -Residential Indoor: 0; Non -Residential Outdoor: 0; Striped Parking Area: 0 OffRoad Equipment Trips and VMT Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip Worker Vehicle Vendor Hauling Count Number Number Number Length Length Length Class Vehicle Vehicle Class Class Demolition 6'i 15.00: 0.00: 0.00 14.70P, 6.90'i 20.00 LD Mix iHDT Mix iHHDT 3.1 Mitigation Measures Construction 3.2 Demolition - 2018 Unmitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Elio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road I 0.0000I 0.0000 0.0000 ';I 0.0000 0.0000 ';I 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000I 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 PM10 I Total PM2.5 PM2.5 Total CO2 Category lb/day lb/day au ing ......... Vendor .. ........................... 0.0000 ................................................... 0.0000 0.0000 ................................................... 0.0000 !............................................................... 0.0000 '', 0.0000 0.0000 0.0000 -........ 0.0000 ___:... 0.0000 i 0.0000 -........ 0.0000 -........-........ 0.0000 0.0000 :... 0.0000 ......... '', 0.0000 .. ................................................0........................0................................................0.......................0......................0......................0.......................0.......................0..................................................0.......................0.......................0.......................0.......................0......................................... Worker ', 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ', 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction On -Site ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Off -Road 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off -Site ROG Nov CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 I PM10 Total PM2.5 I PM2.5 Total I CO2 I I I I Category lb/day lb/day Hauling 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ 0.0000 -....... 0.0000 -........ 0.0000 -....... 0.0000 0.0000 !.... '', 0.0000 -........ 0.0000 -........ 0.0000 -........ 0.0000 ___:... 0.0000 i 0.0000 -..... 0.0000 -.... 0.0000 -........ 0.0000 :... 0.0000 ......... '', 0.0000 .. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker ''i 0.0000 ''J 0.0000 i 0.0000 P, 0.0000 i 0.0000 P, 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 00.0000 0.0000 0 0.0000 i 0. 0.0000 ''i 0 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity Improve Pedestrian Network Provide Traffic Calming Measures Employee Vanpool/Shuttle Provide Riade Sharing Program ROG I Nov I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use kday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 8,550.00 8,550.00 11134.00 30,478,066 13,181,955 General Office Building 6,045 00 - 1,845.00 787.50 15,121,308 6,168,791 Hotel 2,764 00 2 76400 2380.00 6,464,478 2,644,112 Re Tonal Shopping Center 9 PP 9 43 694.00 43 694.00 35336.00 91,920,868 37,623,686 Total 61,053.00 56,853.00 49,637.50 143,984,720 59,618,544 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- H-S or C-C H-O or C-NW Primary Diverted Pass -by Apartments Mid Rise 14.10 5.90 8.70 40.20 19.20 40.60 86 11 3 ............ ............................................................................................................................................i General Office Building 16.60 8.40 .......................................................................................................................................................................................................................................................................... 6.90 33.00 48.00 19.00 77 19 4 .................................. Hotel.................................. ;.........._1.fi.fi�..........;............8.4.0...................._fi.90..................._19..4.0..............._fi.. _fiO....................19.00.............................58................................38..........................................4........................ Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 I Fugitive PM10 Exhaust PM10 PM10 Total I Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-CO2 NBio- CO2 I Total CO2 I CH4 N2O CO2e Category lb/day lb/day NaturalGas 1.5145 I; 13.4184 8.9994 0.0826 1.0464 1.0464 1.0464 1.0464 ; 16,522.02:16,522.022: 0.3167 0.3029 116,620.20 Mitigated 22 2 44 NaturalGas 15145 13.4184 i 8.9994 0.0826 1.0464 1.0464 1.0464 10464 i 16,522.02 16,522.022 0.3167 03029 :16,620.20 Unmitigated 22 2 44 5.2 Energy by Land Use - NaturalGas Unmitiaated NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio-CO2 Total CO2 CH4 N2O CO2e s Use I I PM10 PM 10 I Total PM2.5 I PM2.5 I Total I I an se yr .ML AL Wday lwaay Apartments Mid :', 59485.4 v,1 0.6415 ',: 5.4820 2.3328 :', 0.0350 1 0.4432 1 0.4432 1 0.4432 1 0.4432 16,998.2833', 6,998.283',: 0.1341 1 0.1283 Rise '' 3 6 ........................................'':....... General Office „ 18780.8 �',. .. ... 02025 ...............i......................... �', 1.8413 1.5467 �', 0.0111 ........................ ......................... .......................... 0.1399 0.1399 .......................... ......................... i........................... 0.1399 0.1399 ......................... i......................... 2 209 5085�', 2 209b08 :: 0.0424 0.0405 2,222 638 Building .. 5 5 ........................................,....., Hotel 544997 _ .. 0.5877 ......, 5.3431 ......................... 4.4882 : 00321 ........................ 0.4061 ......., 0.4061 ......................... ........................... 04061 04061 ........................ .... 8,411.7325 ....................... 8,411.732 01229 :........................ 01176 8,449834 ., .. 5 2 ......... Regional ........ 7671.23 --...... 0.0827 -....... 0.7521 -........ 0.6318 --..... 4 5100e -........ 0.0572 -........ 0.0572 -........--...... 0.0572 0.0572 -........ ...... 902.4980 -.. 902.4980 80 __.... 0.0173 i 0.0166 .-........... 90707 8611 Shopping Center ';', 003 1 1 116,522.022116,522'021 Total 1.5145 13.4184 8.9994 0.0826 1.0464 1.0464 1.0464 1.0464 0.3167 0.3029 16,620.20 2 22 44 Mitigated NaturalGa ROG Nov CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio-0O2 Total CO2 CH4 N20 CO2e s Use PM10 PM10 Total PM2.5 PM2.5 Total Land Use kBTU/yr lb/day IWday partments Rise ''................................. '' 3 6 ................. General Office �I 18.7808 I 0.2025 ....................... �I 1 8413 ......................... 1 5467 �I 0 0111 ............................................. ...... 0 1399 .................................................. 0 1399 ............ 0................ 0 1399 0...................................... 0 1399 ...... :22,20 209.50851 2 209.508 I 0.0424 0.0405 �I, 2,222 638 Building 5 5 Hotel 544997 i 0.5877 5.3431 i 4.4882 00321 i 0.4061 0.4061 04061 i 0.4061 6,411.7325 6,411.732 01229 i 01176 6,449.834 ',........ 5 2 Regional 7.67123 ....... 0.0827 ......... i 0.7521 i 0.6318 4 5100e ..... ....... 0.0572 ........ 0.0572 ......... 0.0572 i 0.0572 i 902 4980 902 4980 0.0173 0.0166 907 8611 Shopping Center ';', 003 1 1 116,522.022116,522'021 Total 1.5145 13.4184 8.9994 0.0826 1.0464 1.0464 1.0464 1.0464 0.3167 0.3029 16,620.20 2 22 44 6.0 Area Detail 6.1 Mitigation Measures Area No Hearths Installed 6.2 Area by SubCategory Unmitigated Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Turf Reduction 8.0 Waste Detail 8.1 Mitigation Measures Waste Institute Recycling and Composting Services 9.0 Operational Offroad Equipment Type Number Hours/Day DaysNear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emeraencv Generators Equipment Type I Number I Hours/Day I HoursNear I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat InputNear Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - 1983 Approved - Orange County, Summer Main Place - 1983 Approved Orange County, Summer 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Climate Zone 8 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - Land Use - 1983 EIR Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. Mobile Land Use Mitigation - Precipitation Freq (Days) 30 Operational Year 2020 N20 Intensity 0.006 (lb/MWhr) Date: 1/8/2019 1:13 PM 2.0 Emissions Summary 2.2 Overall Operational Unmitiaated Operational 003 005 Energy 2.0176 18.3414 15.4068 0.1101 l 9 Mitigated Operational PM10 I PM10 I Total I PM2.5 I PM2.5 I Total 003 003 003 003 13940 i 1.3940 _-- 1.3940 1.3940 CO2 003 22, 009.66 22,009.669 0.4219 0.4035 i 22,140 96 6 21 ....................... i.......................... i....................... .................... .... :.......... 607,289.3 607,289.31 26.4612 607,9595 116 16 419 223 1 23 081 ROG I NOx I CO I S02 I Fugitive PM 10 Exhaust PM 10 I PM10 Total I Fugitive PM2.5 I Exhaust PM2.5 PM2.5 Total Bio-0O2 I NBio- CO2 I Total CO2 CH4 I N20 I CO2e Category lb/day lb/day 003 005 Energy 2 0176 18.3414 15.4068 0.1101 6 a 003 003 003 003 003 1.3940 i 1.3940 1.3940 1.3940 i 22, 009.66 22,009.669 0.4219 0.4035 i 22,140 96 6 21 4.3289 ...........i i 357.8805 94.5424 ........................ 4.0580 i......................... i........................ 98.6004 i........................ 435,075.81435,075.861 i.......................... i....................... i........................ 20.0303 ''J ................ i 435,57 687 87 253 794 1 94 916 ROG NOx CO S02 Fugitive Exhaust PM10 Fu 2 NBio-0O2 Total CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 CO2 Percent 5.83 16.11 23.27 27.87 30.00 21.86 29.88 30.00 21.62 29.59 0.00 27.37 27.37 23.92 0.00 27.36 Reduction 1 1 1 1 1 1 1 1 1 1 1 1 1 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity ROG NOx I CO S02 I Fugitive 3M10 Exhaust PM10 I PM10 Total I Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 I NBio- CO2 I Total CO2 CH4 I N20 I CO2e Category lb/day lb/day IN Mitigated :',,, 137.1641 ',: 476.4118 11, 338.4021: 4.2889 1 353.5517 :', 4.3289 1 357.88051 94.5424 4.0580 98.6004 1435,075.81435,075.861 20.0303 1 i435,576.6 6 687 87 253 ............................................... Unmitigated ...............:................................................................................................................................i..........................................................................................................................:........... „ 152 1420', 571 4095 1 749 093', 5.9890 . 505 0738 ;, 5.9306 511 0044 135 0606 5.5626 140 6232 607,289.3 607 289 31 26.4612 ..!................ . „607,950.8 3 6 6 419 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual vMT Annual vMT 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H- W H-S or C-C H-O or C-NW H-W or C- H-S or C-C H-O or C-NW Primary Diverted Pass -by General Office Building 16.60 8.40 6.W 33.00 48.00 19.00 77 19 4 ......... .................. Hotel .- ....... 16.60 - ....... 8.40 - ....... 6.90 - ................ 19.40 61.60 - ................ 19.00 ---:............................. 58 38 4 ................................................................................................................................................................................................................................64 Regional Shopping Center 16.60 8.40 6.90 16.30 70....................19 OO.................................4................................3r........................................................................ 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day NaturalGas 2.0176 I; 18.3414 15.4068 0.1101 1.3940 1.3940 1.3940 1.3940 ; 22,009.66:22,009.669: 0.4219 0.4035 22,140.46 Mitigated 96 6 21 NaturalGas 20176 18.3414 i 15.4068 0.1101 1.3940 1.3940 1.3940 13940 i 22,009.6622,009.669 0.4219 04035, 22,140.46 Unmitigated 96 6 21 5.2 Energy by Land Use - NaturalGas Unmiticiated Tu Tra I ( , Use :ugitive Exhaust I PM10 I Fugitive Exhaust PM2.E PM10 I PM10 Total PM2.5 I PM2.5 I Total Building 9 9 Hotel 140753 i 1.5179 13.7994 i 11.5915 0.0828 i 1.0488 1.0488 1.0488 i 1.0488 :16,559.226::16,559.22:: 0.3174 i 0.3036 16,657.62 4 64 96 ........................................ Regional ........................ 8767.12 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... ........................ ........................... 0.0946 0.8595 i 0.7220 5.1600e- 0.0653 0.0653 0.0653 i 0.0653 ........................ ......................... ....................... ........................ ........................ ....................... :1,031.4263:::1,031.426::: 0.0198 i 0.0189 1,037.555 Shopping Center 003 3 5 Total 2.0176 18.3414 15.4068 0.1101 1.3939 1.3939 1.3939 1.3939 22,009' 661 0.4219 22,140.46 1 1 122,009.6691 6 96 21 Mitigated Tu Tra I( , Use :ugitive Exhaust I PM10 I Fugitive Exhaust PM2.E PM10 I PM10 Total PM2.5 I PM2.5 I Total Building 9 9 ........................................ Hotel ........................ 140.753 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... ........................ ........................... 1.5179 13.7994 11.5915 0.0828 1.0488 1.0488 1.0488 1.0488 ........................ ......................... ....................... ........................ ........................ ....................... 1 16,559.226:::16,559.22::: 0.3174 0.3036 16,657.62 4 64 96 ........................................ Regional ........................ 8.76712 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... ........................ ........................... 0.0946 0.8595 i 0.7220 5.1600e- 0.0653 0.0653 0.0653 i 0.0653 ........................ ......................... ....................... ........................ ........................ ....................... :1,031.4263:::1,031.426::: 0.0198 0.0189 1,037.555 Shopping Center 003 3 5 2.0176 18.3414 15.4068 0.1101 1.3939 1.3939 1.3939 1.3939 6691 22,009' 661 0.4219 0.4035 22,140.461 1 1 122,009' 6 96 21_� 6.0 Area Detail 6.1 Mitigation Measures Area 6.2 Area by SubCategory Unmitigated Mitigated Coating ..... o........nsume........... Cor Products Landscaping 0.0416 i 4.0800e- "1 0.4418 i 3.000Oe- 003 005 02.8043 4.0800e- 0.4418 3.0000e- 003 1 005 7.0 Water Detail PM10 t PM10 t Total t PM2.5 t PM2.5 t Total 1.5800e- i 1.5800e- 003 003 1.5800e- 1.5800e. 003 1 003 1.5800e- t, 1.5800e- 003 003 1.5800e- 1.5800e- 003 003 CO2 0.9411 1 0.9411 1 2.5200e- 003 0.9411 0.9411 2.5200e- 003 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day DaysNear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day HoursNear Horse Power Load Factor Fuel Type Boilers mmmmmj Equipment Type Number Heat Input/Day Heat InputNear Boiler Rating Fuel Type User Defined Equipment 1.0042 Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - 1983 Approved - Orange County, Winter Main Place - 1983 Approved Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Climate Zone 8 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - Land Use - 1983 EIR Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. Mobile Land Use Mitigation - Precipitation Freq (Days) 30 Operational Year 2020 N20 Intensity 0.006 (lb/MWhr) Date: 1/8/2019 1:14 PM 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational 003 005 ............................. .......................... ......................... ....................... ................... Energy 2.0176 18.3414 15.4068 0.1101 9 j Mitigated Operational PM10 I PM10 I Total I PM2.5 I PM2.5 I Total 003 003 �::: 003 003 .................... ........................ ........................ ........................ .................... 1.3940 i 1.3940 1.3940 1.3940 CO2 003 ....................... .......................... ....................... ........................ ................ 22,009.66:22,009.669: 0.4219 0.4035 i 22,140 96 6 21 ....................... .......................... ....................... ........................ ................ 579,906.41579,906.44: 26.5251 580,56 403 03 684 510 1 10 347 96 6 21 Mobile i 135 3354 i 485 4840 1,323.770i 4.0922 353 5517 i 4.3624 i 357 9140 94.5424 4.0901 98.6325 i 415 225.8415,225.83 20.2605 i 415,73 9 1 1 1 1 1 1 1 1 11,339.6191 334 1437,236.4 34 1 453 1 Total 240.1573 503.8294 4.2023 353.5517 5.7579 359.3096 94.5424 5.4856 100.0280 20.6849 0.4035 437,87 5 441 1437,236.441 41 115 ROG NOx CO S [ PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio-CO2 Total CH4 N20 CO2e Total PM2.5 PM2.5 Total CO2 Percent 5.76 16.62 21.89 27.87 30.00 21.76 29.88 30.00 21.52 29.58 0.00 27.36 27.36 23.25 0.00 27.35 Red uction 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity ROG NOx I CO S02 I Fugitive PM10 I Exhaust PM10 I PM10 Total I Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 I NBio- CO2 I Total CO2 I CH4 N20 I CO2e Category lb/day lb/day Mitigated :',,, 135.3354 ',: 485.4840 :1,323.770', 4.0922 : 353.5517 :', 4.3624 : 357.9140 : 94.5424 4.0901 98.6325 1415,225.8 :415,225.83: 20.2605 : „415,732.3 9 334 34 453 ............................................... Unmitigated .......................i................. ......... '', 150 0065 '', 585 9062 1 699 187 , 5.7164 ........................ .......................... 505 0738 ;, 5.9641 511 0379 .......................... 135 0606 .......................... 5.5947 ........................... 140 6552 i......................... ......................... 579,906.4 .......................... ......................... 579 906 44 26.5251 ..!................ '', 580,569 5 9 403 03 684 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual vMT Annual vMT 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H- W H-S or C-C H-O or C-NW H-W or C- H-S or C-C H-O or C-NW Primary Diverted Pass -by General Office Building 16.60 8.40 6.W 33.00 48.00 19.00 77 19 4 ......... .................. Hotel .- ....... 16.60 - ....... 8.40 - ....... 6.90 - ................ 19.40 61.60 - ................ 19.00 ---:............................. 58 38 4 ................................................................................................................................................................................................................................64 Regional Shopping Center 16.60 8.40 6.90 16.30 70....................19 OO.................................4................................3r........................................................................ 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day NaturalGas 2.0176 I; 18.3414 15.4068 0.1101 1.3940 1.3940 1.3940 1.3940 ; 22,009.66:22,009.669: 0.4219 0.4035 22,140.46 Mitigated 96 6 21 NaturalGas 20176 18.3414 i 15.4068 0.1101 1.3940 1.3940 1.3940 13940 i 22,009.6622,009.669 0.4219 04035, 22,140.46 Unmitigated 96 6 21 5.2 Energy by Land Use - NaturalGas Unmiticiated Tu Tra I ( , Use :ugitive Exhaust I PM10 I Fugitive Exhaust PM2.E PM10 I PM10 Total PM2.5 I PM2.5 I Total Building 9 9 Hotel 140753 i 1.5179 13.7994 i 11.5915 0.0828 i 1.0488 1.0488 1.0488 i 1.0488 :16,559.226::16,559.22:: 0.3174 i 0.3036 16,657.62 4 64 96 ........................................ Regional ........................ 8767.12 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... ........................ ........................... 0.0946 0.8595 i 0.7220 5.1600e- 0.0653 0.0653 0.0653 i 0.0653 ........................ ......................... ....................... ........................ ........................ ....................... :1,031.4263:::1,031.426::: 0.0198 i 0.0189 1,037.555 Shopping Center 003 3 5 Total 2.0176 18.3414 15.4068 0.1101 1.3939 1.3939 1.3939 1.3939 22,009' 661 0.4219 22,140.46 1 1 122,009.6691 6 96 21 Mitigated Tu Tra I( , Use :ugitive Exhaust I PM10 I Fugitive Exhaust PM2.E PM10 I PM10 Total PM2.5 I PM2.5 I Total Building 9 9 ........................................ Hotel ........................ 140.753 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... ........................ ........................... 1.5179 13.7994 11.5915 0.0828 1.0488 1.0488 1.0488 1.0488 ........................ ......................... ....................... ........................ ........................ ....................... 1 16,559.226:::16,559.22::: 0.3174 0.3036 16,657.62 4 64 96 ........................................ Regional ........................ 8.76712 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... ........................ ........................... 0.0946 0.8595 i 0.7220 5.1600e- 0.0653 0.0653 0.0653 i 0.0653 ........................ ......................... ....................... ........................ ........................ ....................... :1,031.4263:::1,031.426::: 0.0198 0.0189 1,037.555 Shopping Center 003 3 5 2.0176 18.3414 15.4068 0.1101 1.3939 1.3939 1.3939 1.3939 6691 22,009' 661 0.4219 0.4035 22,140.461 1 1 122,009' 6 96 21_� 6.0 Area Detail 6.1 Mitigation Measures Area 6.2 Area by SubCategory Unmitigated Mitigated Coating ..... o........nsume........... Cor Products Landscaping 0.0416 i 4.0800e- "1 0.4418 i 3.000Oe- 003 005 02.8043 4.0800e- 0.4418 3.0000e- 003 1 005 7.0 Water Detail PM10 t PM10 t Total t PM2.5 t PM2.5 t Total 1.5800e- i 1.5800e- 003 003 1.5800e- 1.5800e. 003 1 003 1.5800e- t, 1.5800e- 003 003 1.5800e- 1.5800e- 003 003 CO2 0.9411 1 0.9411 1 2.5200e- 003 0.9411 0.9411 2.5200e- 003 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day DaysNear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day HoursNear Horse Power Load Factor Fuel Type Boilers mmmmmj Equipment Type Number Heat Input/Day Heat InputNear Boiler Rating Fuel Type User Defined Equipment 1.0042 Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - TTM 99-152 - Orange County, Summer Main Place - TTM 99-162 Orange County, Summer 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2020 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 N20 Intensity 0.006 (lb/MWhr) (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Date: 1/8/2019 2:59 PM Project Characteristics - Entitlements approved in 2000 Land Use - Existing development plus entitlements approved per TTM 99-152. Note the 2000 staff report equates 400 hotel rooms to 500,000 square Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. Consumer Products - Landscape Equipment - Energy Use - Mobile Land Use Mitigation - Area Mitigation - Water Mitigation - Waste Mitigation - 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational 003 005 ............................. .......................... ......................... ....................... .................... Energy 1.0002 9.0931 7.6382 0.0546 PM10 I PM10 I Total I PM2.5 I PM2.5 I Total 003 003 i::: 003 003 .................... ........................ ........................ ........................ ................... 0.6911 i 0.6911 0.6911 0.6911 CO2 003 ....................... .......................... ....................... ........................ 10,911.68 :10,911.687: 0.2091 0.2001 i 1 74 4 01 .......................................... .......................... Mobile 100.5405 ......................... 379.8514 :1,169.678: w ....................... ; ......................... 4.0221 ........................ 339.6681 ........................ 3.9781 ........................ 343.6462 ........................ 90.8298 ........................ i, 3.7314 ......................... 94.5612 ........................ i, ; ........................ i :407,831.3:407,831.32: .......................... ; ....................... 17.7081 ..................... 408,274.0 4 215 15 248 Total 179.9695 388.9477 6661 4.0766 339.6681 4.6705 344.3385 90.8298 4.4238 95.2536 17.9193 0.2001 419,251.3 1 1 1 11,177' 9 1 1 1 1 1 1 1 1418,743.7 549 1418,743.751 49 1 510 Mitigated Operational 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity ROG Nov I CO S02 I Fugitive PM10 Exhaust PM10 I PM10 Total I Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 I Total CO2 CH4 I N20 I CO2e Category Wday lb/day Mitigated 87.9108 ',; 299.7467 ; 823.3723 : 2.5885 : 211.9003 2.6275 ; 214.5278 ; 56.6638 2.4627 59.1264 262,616.0 ;262,616.05; 12.2854 ; 262,923.1 559 59 903 ............................................... Unmitigated .i ......... i .. ......... 100.5405 379.8514 ;1,169.678:, 4.0221 {.... :339.6681 f', 3.9781 ........ : 343.6462: ........ 90.8298 3.7314 94.5612 :407,831.3 ........ 407,831.3217.7081 ....................... �I 08,274.0 4: 4 215 15 248 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT General Office Building 13,125.00 13,125.00 1575.00 38,968,265 23,061,226 .........................................................Hotel......................................................................3 004.00....................3 004.00.....................2380.00..........;.............................6 .955348............................................................4 339.060.............................. Regional Shopping Center 51 179 01 51 179.01 38093 72 106 649 144 66,532,556 Total 67,308.01 67,308.01 42,048.72 15Q,570,756 93,932,843 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Us ja i H-W or C-W H-S or C-C H-O or C-NW H-W or C- H-S or C-C H-UorU-NVVM Primary Diverted Pass -by General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4 .........-........ .......... Regional Shopping Center -....... 16.60 -....... 8.40 -....... 6.90 -....... 16.30 -........ 64.70 -.......-........ 19.00 ___-:.. 54 ......... 35 -........ ......... 11 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy Mitigated NaturalGas Unmitigated ugitive Exhaust PM10 Fugitive Exhaust PM2.'. PM10 PM10 Total PM2.5 PM2.5 Total 1.0002 "„ 9.0931 j 7.6382 I',. 0.0546 0.6911 0.6911 0.6911 1 0.6911 5.2 Energy by Land Use - NaturalGas Unmitiaated 74 1 4 10,911.68 10,911 74 1 4 01 0.2091 0.2001 106.53 01 NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio-CO2 Total CO2 CH4 N2O CO2e s Use I PM10 I PM 10 I Total PM2.5 I PM2.5 Total an se ay ay General Office :', 37561.6 a1 0.4051 ',: 3.6825 3.0933 :', 0.0221 1 0.2799 1 0.2799 1 0.2799 1 0.2799 ;4,419.0169', 4,419.016',: 0.0847 1 0.0810 ;', 4,445.276 Building 9 9 ................. Hotel ................................ 46917 8 .. �',. 0.5060 �', ....................... 4.5998 i. ..........'' ... 3.8638 �', 0.0276 ............................................................................. 0.3496 0.3496 .... ...........0.................:. ............... 0 3496 ................. 0.3496 .............. 5 519 7421 :: 5 519.742 :: 0.1058 0.1012 5,552 543 1 2 Regional 8269.89 0.0892 0.8108 0.6811 4 B600e 0.0616 0.0616 0.0616 0.0616 , 972.9283 972.9283 0.0187 0.0178 978 7099 ., Shopping Center .. P, 003 1 1 1 1 1 Total 1.0003 9.0931 7.6382 0.0546 0.6911 0.6911 0.6911 0.6911 10,911.687 10,911.68 0.2092 0.2077J 3 1 73 Mitigated Tt-ur-al( , Use :ugitive Exhaust I PM10 I Fugitive Exhaust I PM2.E PM10 I PM10 Total PM2.5 I PM2.5 Total Building 9 9 ........................................ Hotel ........................ 46.9178 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... 0.5060 4.5998 3.8638 0.0276 0.3496 0.3496 ........................ ........................... 0.3496 0.3496 ........................ ......................... ....................... ........................ 5,519.7421:: 5,519.742: 0.1058 ............. 0 1012I, 5,552 643 2 Regional 8.26989 i 0.0892 0.8108 i 0.6811 4.8600e- 0.0616 0.0616 0.0616 i 00616 972.9283 972.9283 0.0187 i 0.0178 978.7099 Shopping Center 003 6.0 Area Detail 6.1 Mitigation Measures Area 6.2 Area by SubCategory Unmiticiated PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 3 1 73 01 Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Turf Reduction Use Water Efficient Irrigation System 8.0 Waste Detail 8.1 Mitigation Measures Waste Institute Recycling and Composting Services 9.0 Operational Offroad Equipment Type Number Hours/Day DaysNear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emeraencv Generators Equipment Type I Number I Hours/Day I HoursNear I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat InputNear Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - TTM 99-152 - Orange County, Winter Main Place - TTM 99-162 Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2020 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 N20 Intensity 0.006 (lb/MWhr) (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Date: 1/8/2019 3:00 PM Project Characteristics - Entitlements approved in 2000 Land Use - Existing development plus entitlements approved per TTM 99-152. Note the 2000 staff report equates 400 hotel rooms to 500,000 square Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. Consumer Products - Landscape Equipment - Energy Use - Mobile Land Use Mitigation - Area Mitigation - Water Mitigation - Waste Mitigation - 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational Mitigated Operational 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity ROG Nov I CO S02 I Fugitive PM10 Exhaust PM10 I PM10 Total I Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 I NBio- CO2 I Total CO2 CH4 I N20 CO2e Category Wday lb/day Mitigated 86.7527 ',; 304.9841 ; 818.3778l: 2.4696 : 211.9003 2.6494 ; 214.5497 ; 56.6638 2.4837 59.1474 1250,592.1 :250,592.17; 12.4578 ; 250,903.6 720 20 181 ............................................... Unmitigated ., ......... i .. ......... 99.1237 389.6630 ;1,134.940:, 3.8391 {.... :339.6681 f', 4.0001 ........ :343.6681 ........ 90.8298 ....... 3.7524 94.5822 :389,455.5389,455.53 17.7404 389,899.0 364 64 457 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT General Office Building 13,125.00 13,125.00 1575.00 38,968,265 23,061,226 .........................................................Hotel......................................................................3 004.00....................3 004.00.....................2380.00..........;.............................6 .955348............................................................4 339.060.............................. Regional Shopping Center 51 179 01 51 179.01 38093 72 106 649 144 66,532,556 Total 67,308.01 67,308.01 42,048.72 15Q,570,756 93,932,843 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Us ja i H-W or C-W H-S or C-C H-O or C-NW H-W or C- H-S or C-C H-UorU-NVVM Primary Diverted Pass -by General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4 .........-........ .......... Regional Shopping Center -....... 16.60 -....... 8.40 -....... 6.90 -....... 16.30 -........ 64.70 -.......-........ 19.00 ___-:.. 54 ......... 35 -........ ......... 11 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy Mitigated NaturalGas Unmitigated ugitive Exhaust PM10 Fugitive Exhaust PM2.'. PM10 PM10 Total PM2.5 PM2.5 Total 1.0002 "„ 9.0931 j 7.6382 I',. 0.0546 0.6911 0.6911 0.6911 1 0.6911 5.2 Energy by Land Use - NaturalGas Unmitiaated 74 1 4 10,911.68 10,911 74 1 4 01 0.2091 0.2001 106.53 01 NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio-CO2 Total CO2 CH4 N2O CO2e s Use I PM10 I PM 10 I Total PM2.5 I PM2.5 Total an se ay ay General Office :', 37561.6 a1 0.4051 ',: 3.6825 3.0933 :', 0.0221 1 0.2799 1 0.2799 1 0.2799 1 0.2799 ;4,419.0169', 4,419.016',: 0.0847 1 0.0810 ;', 4,445.276 Building 9 9 ................. Hotel ................................ 46917 8 .. �',. 0.5060 �', ....................... 4.5998 i. ..........'' ... 3.8638 �', 0.0276 ............................................................................. 0.3496 0.3496 .... ...........0.................:. ............... 0 3496 ................. 0.3496 .............. 5 519 7421 :: 5 519.742 :: 0.1058 0.1012 5,552 543 1 2 Regional 8269.89 0.0892 0.8108 0.6811 4 B600e 0.0616 0.0616 0.0616 0.0616 , 972.9283 972.9283 0.0187 0.0178 978 7099 ., Shopping Center .. P, 003 1 1 1 1 1 Total 1.0003 9.0931 7.6382 0.0546 0.6911 0.6911 0.6911 0.6911 10,911.687 10,911.68 0.2092 0.2077J 3 1 73 Mitigated Tt-ur-al( , Use :ugitive Exhaust I PM10 I Fugitive Exhaust I PM2.E PM10 I PM10 Total PM2.5 I PM2.5 Total Building 9 9 ........................................ Hotel ........................ 46.9178 ......................... ....................... ......................... ........................ ........................ ........................ ......................... ......................... 0.5060 4.5998 3.8638 0.0276 0.3496 0.3496 ........................ ........................... 0.3496 0.3496 ........................ ......................... ....................... ........................ 5,519.7421:: 5,519.742: 0.1058 ............. 0 1012I, 5,552 643 2 Regional 8.26989 i 0.0892 0.8108 i 0.6811 4.8600e- 0.0616 0.0616 0.0616 i 00616 972.9283 972.9283 0.0187 i 0.0178 978.7099 Shopping Center 003 6.0 Area Detail 6.1 Mitigation Measures Area 6.2 Area by SubCategory Unmiticiated PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 3 1 73 01 Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Turf Reduction Use Water Efficient Irrigation System 8.0 Waste Detail 8.1 Mitigation Measures Waste Institute Recycling and Composting Services 9.0 Operational Offroad Equipment Type Number Hours/Day DaysNear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emeraencv Generators Equipment Type I Number I Hours/Day I HoursNear I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat InputNear Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix G. Health Risk Assessment City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. MAINPLACE MALL TRANSFORMATION PROJECT Health Risk Assessment Prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Kimley>>> Horn Expect More. Experience Better. January 2019 This Page Intentionally Left Blank City of Santa Ana TABLE OF CONTENTS Section 1 Introduction Main Place Mall Transformation Project Health Risk Assessment Page No. 1.1 Project Location...............................................................................................................................................1 1.2 Project Description..........................................................................................................................................1 2 Environmental Setting 2.1 Climate..........................................................................................................................................................11 2.2 Meteorology..................................................................................................................................................11 2.3 Toxic Air Contaminants.................................................................................................................................12 2.4 Sensitive Receptors.......................................................................................................................................15 3 Regulatory Setting 3.1 Federal...........................................................................................................................................................16 3.2 State of California..........................................................................................................................................16 3.3 Regional.........................................................................................................................................................18 4 Significance Criteria and Methodology 4.1 Health Risk Analysis Thresholds....................................................................................................................19 4.2 Methodology.................................................................................................................................................19 5 Potential Health Risk Impacts 5.1 Carcinogenic Risk...........................................................................................................................................23 5.2 Non -Carcinogenic Hazards............................................................................................................................24 6 References.................................................................................................................................................25 TABLES Table 1: Existing and Proposed Entitlement Summary ..................................................................................................2 Table 2: Risk Assessment Results................................................................................................................................24 FIGURES Figure1: Local Vicinity...................................................................................................................................................5 Figure2: Site Vicinity.....................................................................................................................................................7 Figure3: Land Use Plan.................................................................................................................................................9 APPENDICES Appendix A: Modeling Data )))Horn Page I iii City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment LIST OF ABBREVIATED TERMS µg/m3 micrograms per cubic meter AB Assembly Bill AT averaging time ATCM Air Toxic Control Measure CAPCOA California Air Pollution Control Officers Association CARB California Air Resources Board CCAA California Clean Air Act CEQA California Environmental Quality Act CF conversion factor C; concentration in the air of substance i DBR daily breathing rate DPM Diesel Particulate Matter ED exposure duration EF exposure frequency EPA U.S. Environmental Protection Agency °F Degrees Fahrenheit FCAA Federal Clean Air Act GVWR gross vehicle weight rating HAP hazardous air pollutant kg kilograms L liter MATES Multiple Air Toxics Exposure Study mg milligrams MSAT Mobile Source Air Toxic N/A Not Applicable NAAQS National Ambient Air Quality Standards NESHAP National Emissions Standards for Hazardous Air Pollutants NOA naturally occurring asbestos NO2 nitrogen dioxide NOx nitrogen oxides 03 ozone OEHHA Office Environmental Health Hazard Assessment PM particulate matter PMI0 particulate matter less than 10 microns in diameter PM2.5 particulate matter less than 2.5 microns in diameter ppm parts per million REL Reference Exposure Level SB Senate Bill SCAQMD South Coast Air Quality Management District T-BACT toxics best available control technology TAC Toxic Air Contaminant VMT vehicle miles traveled )))Horn Page I iv City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 1 INTRODUCTION This Health Risk Assessment has been prepared to evaluate potential health risks associated with exposure to Toxic Air Contaminants (TAC) including Diesel Particulate Matter (DPM) related to the proposed Main Place Mall Transformation Project (Main Place Project, or Proposed Project) which includes revitalization of the Main Place Mall and adoption of the Main Place Specific Plan. Main Place Mall has evolved over several decades from the original Fashion Square Project approved in 1983, to the present mall of approximately 1,130,000 square feet (sf) of commercial uses. The site has not yet been developed to its full potential; existing entitlements allow for the additional development of up to 1,500,000 sf of office use, 400 hotel rooms, and additional commercial square footage. The Main Place Specific Plan proposes changes to the approved land use plan, as discussed in the Project Description section of this report. The emissions sources that would affect the project site include vehicle traffic on the Interstate 5 (1-5) and State Route 22 (SR-22) freeways. This Health Risk Assessment was prepared in accordance with the requirements of the South Coast Air Quality Management District (SCAQMD) and guidance from the Office of Environmental Health Hazard Assessment (OEHHA) to determine if health risks are likely to occur from the Proposed Project. Technical data is included as see Appendix A (Modeling Data). 1.1 Project Location The approximately 49.04-acre project site is currently occupied by the existing Main Place Mall in the City of Santa Ana. The project site location is shown in its regional setting on Figure 1, Local Vicinity. The site is in the northern portion of the City and is generally bordered on the north by State Route 22 (SR-22 — the Garden Grove Freeway); on the south by Main Place Drive and commercial development south of Main Place Drive; on the east by Main Street; and on the west by Interstate 5 (1-5 — the Santa Ana Freeway) refer to Figure 2, Site Vicinity. Primary arterial access to the Specific Plan area is from Main Street, Town and Country Road, and Broadway, which provide access to 1-5 and SR-22. A four -lane perimeter access road, Main Place Drive, serves as a ring road around the north, west, and south sides of Main Place Mall, and connects to the surrounding street system in four locations. The project site is currently designated in the City's General Plan as District Center and existing zoning is General Commercial (C2), which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Land uses surrounding the Specific Plan Area are predominantly large roadways and freeways and commercial uses, with limited residential in the vicinity. The Discovery Science Center is located approximately 800 feet to the south. 1.2 Project Description The total building area for Main Place Mall is currently 1,130,000 sf of commercial / retail uses within an enclosed mall building. There are 4,882 parking spaces in surface parking lots and 3 parking structures. The Main Place Mall is currently entitled for the following additional development: 379,255 sf of additional retail space, bringing the retail square footage to a total of 1,509,255 sf; 1,500,000 sf of office space, and )))Horn Page I 1 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 400 hotel rooms. The applicant wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. The Proposed Project is anticipated to be implemented in phases over a multi -year period. This diverse mixture of uses fulfils the purpose of the General Plan's District Center land use by adding residential uses in a mixed -use setting. The Proposed Project site plan is shown on Figure 3, Land Use Plan. As proposed, the Project would consist of the following additional development: 270,000 sf of commercial (bringing the total commercial development to 1,400,000 sf); 750,000 sf of office; 400 hotel rooms; and 1,900 multi -family residential units. Table 1 provides a comparison of the originally approved to the currently entitled to the proposed land use mix for the project site. Table 1: Main Place Mall Summary of Approved and Proposed Land Uses Land Use Originally Approved (1983) Currently Entitled (2000) Proposed Project Difference from Currently Entitled Commercial (sf) 1,600,000 1,509,255 1,400,000 (109,255) Office (sf) 1,500,000 1,500,000 750,000 (750,000) Hotel (rooms) 1,200 400 400 0 Residential(du) 0 0 1,900 1,900 sf = square feet; du = dwelling units Project Design Features The Proposed Project would install air filtration systems with efficiencies equal to or exceeding a Minimum Efficiency Reporting Value (MERV) 13 (or equivalent system) as defined by the American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) Standard 52.2. Section 3.1.4(B) of the Specific Plan Development Regulations includes this requirement for all residential units that face 1-5. )))Horn Page 12 5 g ,' a Y of,Orang City e { 11 i City of Santa Ana I' I - - City of Santa Ana This Page Intentionally Left Blank MainPlace Mall Transformation Project Health Risk Assessment Page 1 4 ;< �a :e 5 / t MAIN STREET City of Santa Ana This Page Intentionally Left Blank MainPlace Mall Transformation Project Health Risk Assessment Page 1 6 LEGEND �••� Project Boundary ---- Parcel Line Commercial Core Mixed -Use PARC //�� \ 10 PARCEL 6 I! Y 5 z N BROADWAY ST fREEF� [ _ .v ._.______.___-__.- _ , r--' _-T___"_ Figure 3 Project Site Plan Ef City of Santa Ana This Page Intentionally Left Blank MainPlace Mall Transformation Project Health Risk Assessment Page 1 8 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 2 ENVIRONMENTAL SETTING 2.1 Climate The California Air Resources Board (CARB) divides the State into 15 air basins that share similar meteorological and topographical features. The project site is located within the South Coast Air Basin (Basin), which includes the non -desert portions of Los Angeles, Riverside, and San Bernardino counties, as well as all of Orange County. The general region lies in the semi -permanent high-pressure zone of the eastern Pacific. The climate is mild and tempered by cool sea breezes. The usually mild climatological pattern is interrupted infrequently by periods of extremely hot weather, winter storms, or Santa Ana winds. The extent and severity of the air pollution problem in the Basin is a function of the area's natural physical characteristics (weather and topography), as well as man-made influences (development patterns and lifestyle). Factors such as wind, sunlight, temperature, humidity, rainfall, and topography all affect the accumulation and/or dispersion of pollutants throughout the Basin. These factors along with applicable regulations are discussed below. The average annual temperature varies little throughout the Basin, averaging 75 degrees Fahrenheit (°F). However, with a less -pronounced oceanic influence, the eastern inland portions of the Basin show greater variability in annual minimum and maximum temperatures. All portions of the Basin have had recorded temperatures over 100°F in recent years. 2.2 Meteorology Although the Basin has a semi -arid climate, the air near the surface is moist due to the presence of a shallow marine layer. Except for infrequent periods when dry, continental air is brought into the Basin by offshore winds, the ocean effect is dominant. Periods with heavy fog are frequent, and low stratus clouds, occasionally referred to as "high fog," are a characteristic climate feature. Annual average relative humidity is 70 percent at the coast and 57 percent in the eastern part of the Basin. Precipitation in the Basin is typically nine to 14 inches annually and is rarely in the form of snow or hail due to typically warm weather. The frequency and amount of rainfall is greater in the coastal areas of the Basin. A temperature inversion is defined as an increase in temperature with height, or to the layer within which such an increase occurs. The height of the inversion is important in determining pollutant concentration. When the inversion is approximately 2,500 feet above sea level, the sea breezes carry the pollutants inland to escape over the mountain slopes or through the passes. At a height of 1,200 feet, the terrain prevents the pollutants from entering the upper atmosphere, resulting in a settlement in the foothill communities. Below 1,200 feet, the inversion puts a tight lid on pollutants, concentrating them in a shallow layer over the entire coastal basin. Usually, inversions are lower before sunrise than during the day. Mixing heights for inversions are lower in the summer and more persistent, being partly responsible for the high levels of ozone (03) observed during summer months in the Basin. Smog in Southern California is generally the result of these temperature inversions combining with coastal day winds and local mountains to contain the pollutants for long periods of time, allowing them to form secondary pollutants by reacting with sunlight. The Basin has a limited ability to disperse these pollutants due to typically low wind speeds. The area in which the project is located offers clear skies and sunshine yet is still susceptible to air inversions. These inversions trap a layer of stagnant air near the ground, where it is then further loaded with pollutants. These inversions cause haziness, which is caused by moisture, suspended dust, and a variety of chemical aerosols emitted by trucks, automobiles, furnaces, and other sources. )))Horn Page 19 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 2.3 Toxic Air Contaminants Toxic Air Contaminants (TACs) are airborne substances that are capable of causing short-term (acute) and/or long-term (chronic or carcinogenic, i.e., cancer causing) adverse human health effects (i.e., injury or illness). TACs include both organic and inorganic chemical substances. They may be emitted from a variety of common sources including gasoline stations, automobiles, dry cleaners, industrial operations, and painting operations. The current California list of TACs includes approximately 200 compounds, including particulate emissions from diesel -fueled engines. Hazardous Air Pollutants (HAP) is a term used by the Federal Clean Air Act (FCAA) that includes a variety of pollutants generated or emitted by industrial production activities. Identified as TACs under the California Clean Air Act (CCAA), ten have been singled out through ambient air quality data as being the most substantial health risk in California. Direct exposure to these pollutants has been shown to cause cancer, birth defects, damage to the brain and nervous system, and respiratory disorders. CARB provides emission inventories for only the larger air basins. TACs do not have ambient air quality standards because no safe levels of TACs can be determined. Instead, TAC impacts are evaluated by calculating the health risks associated with a given exposure. The requirements of the Air Toxic "Hot Spots" Information and Assessment Act (Assembly Bill [AB] 2588) apply to facilities that use, produce, or emit toxic chemicals. Facilities subject to the toxic emission inventory requirements of the act must prepare and submit toxic emission inventory plans and reports, and periodically update those reports. Toxic contaminants often result from fugitive emissions during fuel storage and transfer activities, and from leaking valves and pipes. For example, the electronics industry, including semiconductor manufacturing, uses highly toxic chlorinated solvents in semiconductor production processes. Sources of air toxics go beyond industry, however. Automobile exhaust also contains toxic air pollutants such as benzene and 1,3-butadiene. The following are health effects related to common TACs: Acetaldehyde. Acetaldehyde is directly emitted into the atmosphere and is also formed in the atmosphere from photochemical oxidation. Acetaldehyde is generated as exhaust from mobile sources and fuel combustion from stationary internal combustion engines, boilers, and process heaters. Acetaldehyde is a carcinogen that can also cause chronic non -cancer toxicity in the respiratory system. Symptoms of chronic intoxication of acetaldehyde in humans resemble those of alcoholism. The primary short-term effect of inhalation exposure to acetaldehyde is irritation of the eyes, skin, and respiratory tract. At higher exposure levels, erythematic, coughing, and pulmonary edema, and necrosis may also occur. Benzene. Approximately 84 percent of the benzene emitted in California comes from motor vehicles, including evaporative leakage and unburned fuel exhaust. Benzene is highly carcinogenic and occurs throughout California. Benzene also has non -cancer health effects. Brief inhalation exposure to high concentrations can cause central nervous system symptoms of nausea, tremors, drowsiness, dizziness, headache, intoxication, and unconsciousness. Neurological symptoms of inhalation exposure to benzene include drowsiness, dizziness, headaches, and unconsciousness. Ingestion of large amounts of benzene may result in vomiting, dizziness, and convulsions. Exposure to liquid and vapor may irritate the skin, eyes, and upper respiratory tract. Redness and blisters may result from dermal exposure to benzene. Chronic inhalation of certain levels of benzene causes blood disorders because benzene specifically affects bone marrow, which produces blood cells. )))Horn Page 110 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment Aplastic anemia, excessive bleeding, and damage to the immune system (by changes in blood levels of antibodies and loss of white blood cells) may develop. Increased incidence of leukemia (cancer of the tissues that form white blood cells) has been observed in humans occupationally exposed to benzene. 1,3-Butadiene. The majority of 1,3-butadiene emissions comes from incomplete combustion of gasoline and diesel fuels. 1,3-butadiene has been identified as a carcinogen in California. Butadiene vapors at elevated levels cause neurological effects such as blurred vision, fatigue, headache, and vertigo. Dermal exposure to 1,3-butadiene causes a sensation of cold, followed by a burning sensation, and can lead to frostbite. Chronic exposure to 1,3-butadiene via inhalation has been shown to result in an increase in cardiovascular diseases, and increase in the occurrence of leukemia, and an increased incidence of respiratory, bladder, stomach, and lymphato- hematopoietic cancers. Carbon Tetrachloride. The primary sources of carbon tetrachloride in California include chemical manufacturing facilities and petroleum refineries. Carbon tetrachloride has been identified as a probable human carcinogen in California. Carbon tetrachloride is also a central nervous system depressant and mild eye and respiratory tract irritant. Acute inhalation and oral exposures to high levels of carbon tetrachloride can damage the liver and kidneys in humans and animals. Symptoms of acute exposure in humans include headache, weakness, lethargy, nausea, and vomiting. Chromium, Hexavalent. Chromium planting and other metal finishing processes are the primary sources of hexavalent chromium emissions in California. California has identified hexavalent chromium as a carcinogen. Exposure to inhaled hexavalent chromium may result in lung cancer, and short-term exposure symptoms may include renal toxicity, gastrointestinal hemorrhage, and intravascular hemolysis. Inhalation exposure of hexavalent exposure targets the respiratory tract. Exposure to very high concentrations of hexavalent chromium can include burns, effects on the respiratory tract such as perforations and ulcerations of the septum, bronchitis, decreased pulmonary function, pneumonia, asthma, and nasal itching and soreness. Chronic human exposure to high levels of hexavalent chromium by inhalation or oral exposure may adversely affect the liver, kidney, and gastrointestinal and immune system. Para-Dichlorobenzene. The primary sources of para-dichlorobenzene include consumer products such as non -aerosol insect repellents and solid air fresheners. These sources contribute 99 percent of statewide para-dichlorobenzene emissions. In California, para-dichlorobenzene has been identified as a carcinogen. Acute exposure to 1,4-dichlorobenzene via inhalation in humans results in irritation to the eyes, skin, and throat. In addition, long-term inhalation exposure may affect the liver, skin, and central nervous system. Formaldehyde. Formaldehyde is both directly emitted into the atmosphere and formed in the atmosphere as a result of photochemical oxidation. Formaldehyde is a product of incomplete combustion, and one of the primary sources of formaldehyde is vehicular exhaust. Formaldehyde can also be found in many consumer products as an antimicrobial agent and is used in fumigants and soil disinfectants. Acute formaldehyde inhalation exposure can result in eye, nose, and throat irritation and effects on the nasal cavity. Other effects seen from exposure to high levels of formaldehyde in humans are coughing, wheezing, chest pains, and bronchitis. Chronic inhalation exposure to formaldehyde has been associated )))Horn Page 111 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment with respiratory symptoms and eye, nose, and throat irritation. In California, formaldehyde has been identified as a carcinogen, and occupational studies have shown associations between exposure to formaldehyde and increased incidence of lung and nasopharyngeal cancer. Methylene Chloride. Methylene chloride is a solvent used in paint stripping operations and as a blowing and cleaning agent in the manufacture of polyurethane foam and plastic. Paint removers account for the largest use of methylene chloride in California. Inhalation exposure to extremely high levels of methylene chloride can be fatal to humans. Acute inhalation exposure to high levels of methylene chloride can result in decreased visual, auditory, and psychomotor functions, but these effects are reversible once exposure ceases. Methylene chloride also irritates the nose and throat at high concentrations. The major effects from chronic inhalation exposure to methylene chloride are headaches, dizziness, nausea, and memory loss. Chronic exposure can also lead to bone marrow, hepatic, and renal toxicity. California considers methylene chloride to be carcinogenic. Perchloroethylene. Perchloroethylene is used as a solvent, primarily in dry cleaning operations. Perchloroethylene is also used in degreasing operations, paints and coatings, adhesives, aerosols, specialty chemical production, printing inks, silicones, rug shampoos and laboratory solvents. Perchloroethylene vapors are irritating to the eyes and respiratory tract and chronic exposure can result in liver toxicity, kidney dysfunction, and neurological disorders. California identifies perchloroethylene as a carcinogen. Diesel Particulate Matter. DPM is emitted from both mobile and stationary sources. In California, on -road diesel -fueled engines contribute approximately 24 percent of the statewide total, with an additional 71 percent attributed to other mobile sources such as construction and mining equipment, agricultural equipment, and transport refrigeration units. Stationary sources contribute about 5 percent of total DPM. It should be noted that CARB has developed several plans and programs to reduce diesel emissions such as the Diesel Risk Reduction Plan (DRRP), the Statewide Portable Equipment Registration Program (PERP), and the Diesel Off -Road Reporting System (DOORS). The PERP and DOORS programs allow owners or operators of portable engines and certain other types of equipment can register their units in order to operate their equipment throughout California without having to obtain individual permits from local air districts. Diesel exhaust and many individual substances contained in it (including arsenic, benzene, formaldehyde, and nickel) have the potential to contribute to mutations in cells that can lead to cancer. Long-term exposure to diesel exhaust particles poses the highest cancer risk of any TAC evaluated by OEHHA. CARB estimates that about 70 percent of the cancer risk that the average Californian faces from breathing toxic air pollutants stems from diesel exhaust particles. In its comprehensive assessment of diesel exhaust, OEHHA analyzed more than 30 studies of people who worked around diesel equipment, including truck drivers, railroad workers, and equipment operators. The studies showed these workers were more likely to develop lung cancer than workers who were not exposed to diesel emissions. These studies provide strong evidence that long-term occupational exposure to diesel exhaust increases the risk of lung cancer. Using information from OEHHA's assessment, CARB estimates that diesel particle levels measured in California's air in 2000 could cause 540 "excess" cancers in a population of 1 million people over a 70-year lifetime. Other researchers and scientific organizations, including the National Institute for Occupational Safety and Health, have calculated cancer risks from diesel exhaust similar to those developed by OEHHA and CARB. )))Horn Page 112 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment Exposure to diesel exhaust can have immediate health effects. Diesel exhaust can irritate the eyes, nose, throat, and lungs, and it can cause coughs, headaches, lightheadedness, and nausea. In studies with human volunteers, diesel exhaust particles made people with allergies more susceptible to the materials to which they are allergic, such as dust and pollen. Exposure to diesel exhaust also causes inflammation in the lungs, which may aggravate chronic respiratory symptoms and increase the frequency or intensity of asthma attacks. Diesel engines are a major source of fine particulate pollution. The elderly and people with emphysema, asthma, and chronic heart and lung disease are especially sensitive to fine -particle pollution. Numerous studies have linked elevated particle levels in the air to increased hospital admissions, emergency room visits, asthma attacks, and premature deaths among those suffering from respiratory problems. Because children's lungs and respiratory systems are still developing, they are also more susceptible than healthy adults to fine particles. Exposure to fine particles is associated with increased frequency of childhood illnesses and can also reduce lung function in children. In California, diesel exhaust particles have been identified as a carcinogen. 2.4 Sensitive Receptors Sensitive populations are more susceptible to the effects of air pollution than is the general population. Sensitive receptors that are proximate to localized sources of toxics are of particular concern. Land uses considered sensitive receptors include residences, schools, playgrounds, childcare centers, long-term health care facilities, rehabilitation centers, convalescent centers, and retirement homes. For the purposes of this study, sensitive receptors are the residents that would be located within the project site. )))Horn Page 113 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 3 REGULATORY SETTING 3.1 Federal Federal Clean Air Act The Federal Clean Air Act (FCAA) was amended in 1990 to address a large number of air pollutants that are known to cause or may reasonably be anticipated to cause adverse effects to human health or adverse environmental effects. 188 specific pollutants and chemical groups were initially identified as HAPs, and the list has been modified overtime. The FCAA Amendments included new regulatory programs to control acid deposition and for the issuance of stationary source operating permits. In 2001, the U.S. Environmental Protection Agency (EPA) issued its first Mobile Source Air Toxics Rule, which identified 21 mobile source air toxic (MSAT) compounds as being HAPs that required regulation. A subset of six of these MSAT compounds were identified as having the greatest influence on health and included benzene, 1,3-butadiene, formaldehyde, acrolein, acetaldehyde, and DPM. More recently, the EPA issued a second MSAT Rule in February 2007, which generally supported the findings in the first rule and provided additional recommendations of compounds having the greatest impact on health. The rule also identified several engine emission certification standards that must be implemented. Unlike the criteria pollutants, toxics do not have National Ambient Air Quality Standards (NAAQS) making evaluation of their impacts more subjective. National Emissions Standards for Hazardous Air Pollutants (NESHAPs) were incorporated into a greatly expanded program for controlling toxic air pollutants. The provisions for attainment and maintenance of the NAAQS were substantially modified and expanded. Other revisions included provisions regarding stratospheric ozone protection, increased enforcement authority, and expanded research programs. Section 112 of the FCAA Amendments governs the federal control program for HAPs. NESHAPs are issued to limit the release of specified HAPs from specific industrial sectors. These standards are technology - based, meaning that they represent the best available control technology an industrial sector could afford. The level of emissions controls required by NESHAPs are not based on health risk considerations because allowable releases and resulting concentrations have not been determined to be safe for the general public. The FCAA does not establish air quality standards for HAPs that define legally acceptable concentrations of these pollutants in ambient air. 3.2 State of California California Air Resources Board CARB's statewide comprehensive air toxics program was established in 1983 with AB 1807 the Toxic Air Contaminant Identification and Control Act (Tanner Air Toxics Act of 1983). AB 1807 created California's program to reduce exposure to air toxics and sets forth a formal procedure for CARB to designate substances as TACs. Once a TAC is identified, CARB adopts an airborne toxics control measure (ATCM) for sources that emit designated TACs. If there is a safe threshold for a substance at which there is no toxic effect, the control measure must reduce exposure to below that threshold. If there is no safe threshold, the measure must incorporate toxics best available control technology (T-BACT) to minimize emissions. CARB also administers the State's mobile source emissions control program and oversees air quality programs established by State statute, such as AB 2588, the Air Toxics "Hot Spots" Information and Assessment Act of 1987. Under AB 2588, TAC emissions from individual facilities are quantified and )))Horn Page 114 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment prioritized by the air quality management district or air pollution control district. High priority facilities are required to perform a health risk assessment and, if specific thresholds are exceeded, required to communicate the results to the public in the form of notices and public meetings. In September 1992, the "Hot Spots" Act was amended by Senate Bill (SB) 1731 which required facilities that pose a significant health risk to the community to reduce their risk through a risk management plan. Diesel Risk Reduction Plan. The identification of DPM as a TAC in 1998 led CARB to adopt the Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel -Fueled Engines and Vehicles (Risk Reduction Plan) in October 2000. The Risk Reduction Plan's goals include an 85 percent reduction in DPM by 2020 from the 2000 baseline.1 The Risk Reduction Plan includes regulations to establish cleaner new diesel engines, cleaner in -use diesel engines (retrofits), and cleaner diesel fuel. Truck and Bus Regulation Reducing Emissions from Existing Diesel Vehicles. On December 12, 2008, CARB approved the Truck and Bus Regulation to significantly reduce particulate matter (PM) and oxides of nitrogen (NOx) emissions from existing diesel vehicles operating in California. The regulation requires diesel trucks and buses that operate in California to be upgraded to reduce emissions. Heavier trucks must be retrofitted with PM filters beginning January 1, 2012, and older trucks must be replaced starting January 1, 2015. By January 1, 2023, nearly all trucks and buses would need to have 2010 model year engines or equivalent. The regulation applies to nearly all privately and federally -owned diesel fueled trucks and buses and to privately and publicly owned school buses with a gross vehicle weight rating greater than 14,000 pounds. Small fleets with three or fewer diesel trucks can delay compliance for heavier trucks by reporting and there are a number of extensions for low -mileage construction trucks, early PM filter retrofits, adding cleaner vehicles, and other situations. Privately and publicly owned school buses have different requirements. Heavy -Duty Vehicle Idling Emission Reduction Program. The purpose of the CARB ATCM to Limit Diesel - Fueled Commercial Motor Vehicle Idling is to reduce public exposure to diesel particulate matter and criteria pollutants by limiting the idling of diesel -fueled commercial vehicles. The driver of any vehicle subject to this ATCM is prohibited from idling the vehicle's primary diesel engine for greater than five minutes at any location and is prohibited from idling a diesel -fueled auxiliary power system for more than five minutes to power a heater, air conditioner, or any ancillary equipment on the vehicle if it has a sleeper berth and the truck is located within 100 feet of a restricted area (homes and schools). CARB Final Regulation Order, Requirements to Reduce Idling Emissions from New and In -Use Trucks, beginning in 2008, would require that new 2008 and subsequent model -year heavy-duty diesel engines be equipped with an engine shutdown system that automatically shuts down the engine after 300 seconds of continuous idling operation once the vehicle is stopped, the transmission is set to "neutral" or "park", and the parking brake is engaged. ' California Air Resources Board, Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel -Fueled Engines and Vehicles, October 2000. )))Horn Page 115 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment Regional South Coast Air Quality Management District The CCAA provides the South Coast Air Quality Management District (SCAQMD) with the authority to manage transportation activities at indirect sources and regulate stationary source emissions. Indirect sources of pollution are generated when minor sources collectively emit a substantial amount of pollution. An example of this would be the motor vehicles at an intersection, a mall, and on highways. As a State agency, CARB regulates motor vehicles and fuels for their emissions. The SCAQMD has been conducting detailed scientific assessments of the cumulative impacts of air toxics in Southern California communities since the 1990s. The Air Toxics Control Plan (March 2000, revised March 26, 2004) is a planning document designed to examine the overall direction of the SCAQMD's air toxics control program. It includes development and implementation of strategic initiatives to monitor and control air toxics emissions. Control strategies that are deemed viable and are within the SCAQMD's jurisdiction will each be brought to the SCAQMD Board for further consideration through the normal public review process. Strategies that are to be implemented by other agencies will be developed in a cooperative effort, and the progress will be reported back to the Board periodically. The SCAQMD has conducted an in-depth analysis of the toxic air contaminants and their resulting health risks for all of Southern California. This study, the Multiple AirToxics Exposure Study in the South Coast Air Basin (MATES IV), shows that cancer risk has decreased more than 50 percent and diesel emissions declined by 70 percent between MATES III (2008) and MATES IV (2015). MATES IV is the most comprehensive dataset documenting the ambient air toxic levels and health risks associated with the Basin emissions. Therefore, MATES IV study represents the baseline health risk for a cumulative analysis. MATES IV estimates the average excess cancer risk level from exposure to TACs is less than 400 in one million basin -wide. These model estimates were based on monitoring data collected at ten fixed sites within the Basin. None of the fixed monitoring sites are within the local area of the project site. However, MATES IV has extrapolated the excess cancer risk levels throughout the basin by modeling the specific grids. MATES IV modeling predicted an excess cancer risk of 427 in one million for the project area. DPM is included in this cancer risk along with all other TAC sources. DPM accounts for 68 percent of the total risk shown in MATES IV. The SCAQMD is currently preparing MATES V, which will be the latest comprehensive study of levels of toxic air pollutants the region, MATES V will include an advanced monitoring component with a focus on refinery emissions. Kimley)))Horn Page 1 16 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 4 SIGNIFICANCE CRITERIA AND METHODOLOGY 4.1 Health Risk Analysis Thresholds Project health risks are determined by examining the types and levels of air toxics generated and the associated impacts on factors that affect air quality. While the final determination of significance thresholds is within the purview of the lead agency pursuant to the State CEQA Guidelines, the SCAQMD recommends that the following air pollution thresholds be used by lead agencies in determining whether the Proposed Project is significant. If the lead agency finds that the Proposed Project has the potential to exceed the air pollution thresholds, the project should be considered significant. The thresholds for air toxic emissions are as follows. Cancer Risk: Emit carcinogenic or toxic contaminants that exceed the maximum individual cancer risk of 10 in one million. Non -Cancer Risk: Emit toxic contaminants that exceed the maximum hazard quotient of 1 in one million. Cancer risk is expressed in terms of expected incremental incidence per million population. The SCAQMD has established an incidence rate of 10 persons per million as the maximum acceptable incremental cancer risk due to DPM exposure. This threshold serves to determine whether a given project has a potentially significant development -specific and cumulative impact. The 10 in one million standard is a health -protective significance threshold. A risk level of 10 in one million implies a likelihood that up to 10 persons, out of one million equally exposed people would contract cancer if exposed continuously (24 hours per day) to the levels of toxic air contaminants over a specified duration of time. This risk would be an excess cancer that is in addition to any cancer risk borne by a person not exposed to these air toxics. To put this risk in perspective, the risk of dying from accidental drowning is 1,000 in a million which is 100 times more than the SCAQMD's threshold of 10 in one million. The SCAQMD has also established non -carcinogenic risk parameters for use in health risk assessments (HRAs). Noncarcinogenic risks are quantified by calculating a "hazard index," expressed as the ratio between the ambient pollutant concentration and its toxicity or Reference Exposure Level (REQ. An REL is a concentration at or below which health effects are not likely to occur. A hazard index less of than one (1.0) means that adverse health effects are not expected. Within this analysis, non -carcinogenic exposures of less than 1.0 are considered less than significant. 4.2 Methodology The air dispersion modeling for the HRA was performed using the EPA AERMOD dispersion model. AERMOD is a steady-state, multiple -source, Gaussian dispersion model designed for use with emission sources situated in terrain where ground elevations can exceed the stack heights of the emission sources (not a factor in this case). AERMOD requires hourly meteorological data consisting of wind vector, wind speed, temperature, stability class, and mixing height. Surface and upper air meteorological data is provided by the SCAQMD. Surface and upper air meteorological data from the John Wayne Airport Monitoring Station was selected as being the most representative for meteorology based on proximity to the project site. )))Horn Page 117 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment The project site is located approximately 150 feet northeast and 150 feet south of 1-5 and SR-22, respectively. Due to the traffic volumes on these freeways, the resulting emissions could result in pollutant concentrations at the project site. Emissions from vehicle traffic along both freeways were calculated using information derived from traffic count, vehicle fleet profile, vehicle speed data collected by the California Department of Transportation (Caltrans) Annual Average Daily Traffic (AADT) census'. An emission rate for PMIo(DPM) was calculated using the 2016 Caltrans traffic census data and the CARB 2017 EMission FACtor model (EMFAC2017)3 model run for the Orange County; refer to Appendix A (Modeling Data). The emission source in the model are line volume source (comprised of smaller adjacent volume sources) along both freeways. Heavy duty vehicle emissions were assigned a release height of 12 feet (3.7 meters), a plume height of 20 feet (6.1 meters). A release height of 12 feet is the average stack height for trucks and the plume height is based on EPA guidance for vehicle volume sources. AERMOD was run to obtain the peak 1-hour and annual average concentration in micrograms per cubic meter [µg/m3] of PMIo at nearby sensitive receptors. According to the SCAQMD's Supplemental Guidelines for Preparing Risk Assessments for the Air Toxics "Hot Spots" Information and Assessment Act (AB 2588), air dispersion modeling is required to estimate: (a) annual average concentrations to calculate the Maximum Individual Cancer Risk (MICR), the maximum chronic HI, the zones of impact, and excess cancer burden; and, (b) peak hourly concentrations to calculate the health impact from substances with acute non -cancer health effects. To achieve these goals, extended receptor grids were placed at the property boundaries at the residences in the vicinity of the project site to cover the zone of impact. According to the SCAQMD, in order "to identify the maximum impacted receptors (i.e., peak cancer risk and peak hazard indices) a grid spacing of 100 meters or less must be used" (see page 16 of SCAQMD's Supplemental Guidelines). Due to the location and size of the project site, receptors were modeled with a 20-meter grid spacing. In addition, National Elevation Dataset (NED) terrain data was imported into AERMOD for the project area. The modeling and analysis was prepared in accordance with the SCAQMD Modeling Guidance for AERMOD.' Note that the concentration estimate developed using this methodology is considered conservative and is not a specific prediction of the actual concentrations that would occur at the project site any one point in time. Actual 1-hour and annual average concentrations are dependent on many variables, particularly the number and type of equipment working at specific distances during time periods of adverse meteorology. The 2016 Caltrans Traffic Census lists an estimated 20,129 truck AADT on the 1-5 segment adjoining the project site and 6,602 truck ADT on the SR-22 segment adjoining the project site. These values were increased by 10 percent to conservatively account for a potential increase in traffic during future planning horizon years. 2 Caltrans, Traffic Census Program— Truck Traffic,http://www.dot.ca.gov/trafficops/census/,accessed November 2018. 3 California Air Resources Board, EMFAC 2017 Web Database, https://www.arb.ca.gov/emfac/2017/, accessed November 2018. ° South Coast Air Quality Management District, SCAQMD Modeling Guidance for AERMOD, https://www.a qm d.gov/home/air-qua I ity/air-qua I ity-data-stud ies/m eteorologica I-data/modeling-guidance, accessed December 2018. )))Horn Page 118 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment A health risk computation was performed to determine the risk of developing an excess cancer risk calculated on a 70-year lifetime basis, 30-year, and 9-year exposure scenarios. The chronic and carcinogenic health risk calculations are based on the standardized equations contained in the OEHHA Guidance Manual. Only the risk associated with the worst -case location on the project site was assessed. Risk and Hazard Assessment Cancer Risk. Based on the OEHHA methodology, the residential inhalation cancer risk from the annual average DPM and benzene concentrations are calculated by multiplying the daily inhalation dose, by a cancer potency factor, the age sensitivity factor (ASF), the frequency of time spent at home (for residents only), and the exposure duration divided by averaging time, to yield the excess cancer risk. These factors are discussed in more detail below. It is important to note that exposure duration is based on continual heavy trucks along the freeways adjacent to the project site. Cancer risk must be separately calculated for specified age groups, because of age differences in sensitivity to carcinogens and age differences in intake rates (per kilogram body weight). Separate risk estimates for these age groups provide a health -protective estimate of cancer risk by accounting for greater susceptibility in early life, including both age -related sensitivity and amount of exposure. Exposure through inhalation (Dose -air) is a function the breathing rate, the exposure frequency, and the concentration of a substance in the air. For residential exposure, the breathing rates are determined for specific age groups, so Dose -air is calculated for each of these age groups, 3rd trimester, 0<2, 2<9, 2<16, 16<30 and 16-70 years. To estimate cancer risk, the dose was estimated by applying the following formula to each ground -level concentration: Dose -air = (Cair * {BR/BWj * A * EF * 10-6 Where: Dose -air = dose through inhalation (mg/kg/day) Cair = air concentration (µg/m3) from air dispersion model {BR/BWj = daily breathing rate normalized to body weight (L/kg body weight —day) (225 L\kg BW-day for 3rd Trimester, 658 L/kg BW-day for 0<2 years, 535 L/kg BW- day for 2<9 years, 452 L/kg BW-day for 2<16 years, 210 L/kg BW-day for 16<30 years, and 185 L/kg BW-day 16<70 years) A = Inhalation absorption factor (unitless [1]) EF = exposure frequency (unitless), days/365 days (0.96 [approximately 350 days per year] for residential receptors) 10-6 = Conversion factor (micrograms to milligrams, liters to cubic meters) OEHHA developed ASFs to take into account the increased sensitivity to carcinogens during early -life exposure. In the absence of chemical -specific data, OEHHA recommends a default ASF of 10 for the third trimester to age 2 years, an ASF of 3 for ages 2 through 15 years to account for potential increased sensitivity to carcinogens during childhood and an ASF of 1 for ages 16 through 70 years. Fraction of time at home (FAH) during the day is used to adjust exposure duration and cancer risk from a specific facility's emissions, based on the assumption that exposure to the facility's emissions are not )))Horn Page 119 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment occurring away from home. OEHHA recommends the following FAH values: from the third trimester to age <2 years, 85 percent of time is spent at home; from age 2 through <16 years, 72 percent of time is spent at home; from age 16 years and greater, 73 percent of time is spent at home. To estimate the cancer risk, the dose is multiplied by the cancer potency factor, the ASF, the exposure duration divided by averaging time, and the frequency of time spent at home (for residents only): Risk;r,h-re, = (Dosee;r * CPF * ASF * ED/AT * FAH) Where: Risk;r,h-res = residential inhalation cancer risk (potential chances per million) Dosee;r = daily dose through inhalation (mg/kg-day) CPF = inhalation cancer potency factor (mg/kg-day 1) ASF = age sensitivity factor for a specified age group (unitless) ED = exposure duration (in years) for a specified age group (0.25 years for 3rd trimester, 2 years for 0<2, 7 years for 2<9, 14 years for 2<16, 14 years for 16<30, 54 years for 16-70) AT = averaging time of lifetime cancer risk (years) FAH = Fraction of time spent at home (unitless) Chronic Non -Cancer Hazard. Non -cancer chronic impacts are calculated by dividing the annual average concentration by the Reference Exposure Level (REL) for that substance. The REL is defined as the concentration at which no adverse non -cancer health effects are anticipated. The following equation was used to determine the non -cancer risk: Hazard Quotient = Ci/RELi Where: Ci = Concentration in the air of substance i (annual average concentration in µg/m3) REJ = Chronic noncancer Reference Exposure Level for substance i (µg/m3) Acute Non -Cancer Hazard. The potential for acute non -cancer hazards is evaluated by comparing the maximum short-term exposure level to an acute REL. RELs are designed to protect sensitive individuals within the population. The calculation of acute non -cancer impacts is similar to the procedure for chronic non -cancer impacts. The equation is as follows: Acute HQ= Maximum Hourly Air Concentration (µg/m3) / Acute REL (µg/m3) OHorn Page 120 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 5 POTENTIAL HEALTH RISK IMPACTS CARB identified DPM as a TAC in 1998. Mobile sources (including trucks, buses, automobiles, trains, ships, and farm equipment) are by far the largest source of diesel emissions. The exhaust from diesel engines includes hundreds of different gaseous and particulate components, many of which are toxic. Diesel exhaust is composed of two phases, either gas or particulate — both contribute to the risk. The gas phase is composed of many of the urban TACs, such as acetaldehyde, acrolein, benzene, 1,3-butadiene, formaldehyde, and polycyclic aromatic hydrocarbons. The particulate phase has many different types that can be classified by size or composition. The sizes of diesel particulates of greatest health concern are fine and ultrafine particles. These particles may be composed of elemental carbon with adsorbed compounds such as organics, sulfates, nitrates, metals, and other trace elements. Diesel exhaust is emitted from a broad range of on- and off -road diesel engines. As the proposed Specific Plan would allow for multi -family residential development proximate to 1-5 and SR-22, an analysis of DPM was performed using the EPA - approved AERMOD model. 5.1 Carcinogenic Risk Vehicle DPM emissions were estimated using emission factors for course particulate matter less than 10 microns in diameter (PMIo) generated with the 2017 version of the EMission FACtor model (EMFAC) developed by CARB. EMFAC is a mathematical model that was developed to calculate emission rates from motor vehicles that operate on highways, freeways, and local roads in California and is commonly used by CARB to project changes in future emissions from on -road mobile sources. EMFAC2017 incorporates regional motor vehicle data, information and estimates regarding the distribution of vehicle miles traveled (VMT) by speed, and number of starts per day. The model includes the emissions benefits of the truck and bus rule and the previously adopted rules for other on -road diesel equipment. For the Proposed Project, annual average PMIo emission factors were generated by running EMFAC for vehicles in the SCAQMD within Orange County. EMFAC generates emission factors in terms of grams of pollutant emitted per vehicle activity and can calculate a matrix of emission factors at specific values of vehicle speed, temperature, and relative humidity. The model was run for aggregated model years and speeds of 65 miles per hour (mph) for vehicles along the freeway. The pollutant concentrations modeled in AERMOD represent the exposure levels outdoors. The SCAQMD conservatively does not include indoor exposure adjustments for residents. However, the typical person spends the majority of time indoors rather than remaining outdoors for 24 hours a day.' Therefore, the AERMOD outdoor pollutant concentrations are not representative of actual exposure at the project site. The Project would install sealed Heating Ventilation and Air Conditioning (HVAC) systems that would filter ambient air introduced into the interior living spaces for all proposed residential units that face 1-5. The Project's air filtration systems would include efficiencies equal to or exceeding a Minimum Efficiency Reporting Value (MERV) 13 (or equivalent system) as defined by the American Society of Heating, s California Air Resources Board Research Division and University of California, Berkeley, Activity Patterns of California Residents, May 1991. The study indicates that on average, adults and adolescents in California spent almost 15 hours per day inside their homes, and six hours in other indoor locations, for a total of 21 hours (87 percent of the day). Approximately two hours per day were spent in transit, and just over one hour per day was spent in outdoor locations. )))Horn Page 121 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment Refrigerating and Air Conditioning Engineers (ASH RAE) Standard 52.2. The average particle size efficiency removal based on ASHRAE Standard 52.2 for MERV 13 is approximately 75 percent for 0.3 to 1.0 µg/m3 (DPM) and 90 percent for 1.0 to 10 µg/m3 (PMIo and PM2.5). The filters would be installed in residential units facing 1-5 prior to occupancy, and maintenance with filters of the same value would be included in the Project's operation and maintenance manual. Based on the AERMOD outputs and with incorporation of the upgraded ventilation system Project Design Feature, the highest expected hourly average diesel PMIo emission concentrations at the project site resulting from truck traffic on the freeways would be 0.11 µg/m3. The highest expected annual average diesel PMIo emission concentrations at the project site would be 0.049 µg/m3. The calculations conservatively assume no cleaner technology with lower emissions in future years. Cancer risk calculations are based on 70-, 30-, and 9-year exposure periods. As shown in Table 2, the highest calculated carcinogenic risk at the project site would be on the first floor and the risk would be 5.98 per million for 70-year exposure, 5.04 per million for 30-year exposure, and 3.62 per million for 9-year exposure. As shown, impacts related to cancer risk would be less than significant at the project site. Table 1: Risk Assessment Results Maximum Cancer Risk (Risk per Million)',',' Significance Exceeds Threshold Significance Floor 70-Year Exposure 30-Year Exposure 9-Year Exposure (Risk per Million) Threshold? 1 5.98 5.04 3.62 10 No 2 5.41 4.55 3.27 10 No 3 4.27 3.60 2.59 10 No 4 2.92 2.46 1.77 10 No 5 7.56 6.36 4.57 10 No 1. Refer to Appendix A (Modeling Data). 2. The maximum cancer risk would be experienced at the southwest corner of the project site. The Main Place Mall Specific Plan Development Regulations (Section 3.1.4[B]) requires all residential units that face 1-5 to include MERV 13 air filters. 3. The maximum cancer risk on floors 1 through 4 incorporate adjustments from air filtration systems with efficiencies equal to or exceeding Minimum Efficiency Reporting Value (MERV) 13 (or equivalent system) as defined by the American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) Standard 52.2. The average particle size efficiency removal based on ASHRAE Standard 52.2 for MERV 13 is approximately 75 percent for 0.3 to 1.0 µg/m3 and 90 percent for 1.0 to 10 µg/m3 5.2 Non -Carcinogenic Hazards The significance thresholds for TAC exposure also require an evaluation of non -cancer risk stated in terms of a hazard index. Non -cancer chronic impacts are calculated by dividing the annual average concentration by the Reference Exposure Level (REL) for that substance. The REL is defined as the concentration at which no adverse non -cancer health effects are anticipated. The potential for acute non -cancer hazards is evaluated by comparing the maximum short-term exposure level to an acute REL. RELs are designed to protect sensitive individuals within the population. The calculation of acute non -cancer impacts is similar to the procedure for chronic non -cancer impacts. OHorn Page 122 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment An acute or chronic hazard index of 1.0 is considered individually significant. The hazard index is calculated by dividing the acute or chronic exposure by the reference exposure level. The highest maximum chronic and acute hazard index associated with both DPM and acrolein emissions from the Project would be 0.010 and 0.043, respectively. Therefore, non -carcinogenic hazards are calculated to be within acceptable limits and a less than significant impact would occur. Conclusion As described above, with incorporation of the Project Design Features impacts related to residential cancer risk from the Proposed Project would be less than significant. Additionally, non -carcinogenic hazards are calculated to be within acceptable limits. It should be noted that the impacts assess the Project's incremental contribution to health risk impacts, consistent with the SCAQMD guidance and methodology. Therefore, impacts related to health risk from the Project would be less than significant. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. )))Horn Page 123 City of Santa Ana Main Place Mall Transformation Project Health Risk Assessment 6 References 1. California Air Pollution Control Officers Association, Health Risk Assessment for Proposed Land Use Projects, July 2009. 2. California Air Resources Board, EMFAC 2017 Web Database, Available at: https://www.arb.ca.gov/emfac/2017/, accessed October 18, 2018. 3. California Air Resources Board, Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel -Fueled Engines and Vehicles, October 2000. 4. California Office of Environmental Health Hazard Assessment, Air Toxics Hot Spots Program Risk Assessment Guidelines, August 2003. S. California Office of Environmental Health Hazard Assessment, Air Toxics Hot Spots Program Risk Assessment Guidance Manual for Preparation of Health Risk Assessments, February 2015. 6. City of Santa Ana, General Plan, 1983. 7. Lakes Environmental, AERMOD View Gaussian Plume Air Dispersion Model, Version 9.6.1. 8. South Coast Air Quality Management District, Air Toxics Control Plan for the Next Ten Years, March 2000. 9. South Coast Air Quality Management District, Addendum to the Air Toxics Control Plan, March 2004. 10. South Coast Air Quality Management District, SCAQMD Meteorological Data for AERMOD (Station #93184, John WoyneAirport), Available at: http://www.agmd.gov/home/air-quality/air-quality-data- studies/meteorological-data/aermod-table-1, accessed on November 4, 2018. 11. South Coast Air Quality Management District, Multiple Air Toxics Exposure Study (MATES IV), May 1, 2015. 12. South Coast Air Quality Management District, SCAQMD Modeling Guidance for AERMOD, https://www.agmd.gov/home/air-quality/air-qua lity-data-studies/meteorological-data/mode ling - guidance, accessed December 2018. 13. South Coast Air Quality Management District, White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution, August 2003. 14. U.S. Environmental Protection Agency, Exposure Factors Handbook: 2011 Edition, September 2011. )))Horn Page 124 Appendix A Modeling Data MainPlace Mall Transformation Project Emissions Calculations Caltrans Percent Freeway Segment ADT Trucks Truck ADT 1-5- Main Street Ahead 366,000 5.50% 20,129 SR-22 at Main Street 146,700 4.50% 6,602 Main Street 32,000 2.00% 640 Weighted Emission Factor (g/mi)s Length(mi) g/day g/sec Future Growth Directional 0.007774104 0.976 152.7293 0.0017677 0.00194447 0.00097 0.007774104 0.946 48.64694 0.000563043 0.000619348 0.00031 0.002377557 0.796 1.211092 1.40173E-05 1.5419E-05 0.00001 Notes: Caltrn as Traffic Data Branch, 2016 Annual Average Daily Truck Traffic on the California State Highway System, http://www.dot.ca.gov/trafficops/census/ California Air Resources Board, EMFAC 2017. MainPlace_1.5m.ADI ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.6.1 ** Lakes Environmental Software Inc. ** Date: 12/29/2018 ** File: C:\Lakes\AERMOD View\MainPlace r\MainPlace r.ADI **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010232 POLLUTID PM_10 FLAGPOLE 1.50 RUNORNOT RUN ERRORFIL MainPlace_r.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord.--------------------------------------------------------------------- ** ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINEI ** DESCRSRC I-5 SB ** PREFIX ** Length 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3737993.807, 49.94, 3.70, 9.30 ** 419017.576, 3737990.390, 48.84, 3.70, 9.30 ** 419299.994, 3737936.995, 44.35, 3.70, 9.30 ** 419360.932, 3737929.738, 42.97, 3.70, 9.30 ** 419710.834, 3737925.564, 40.99, 3.70, 9.30 ** 420052.825, 3737923.992, 49.51, 3.70, 9.30 ** LOCATION L0006970 VOLUME 418543.449 3738009.882 45.28 LOCATION L0006971 VOLUME 418563.449 3738010.005 45.81 LOCATION L0006972 VOLUME 418583.448 3738010.127 46.36 LOCATION L0006973 VOLUME 418603.448 3738010.250 46.99 LOCATION L0006974 VOLUME 418623.448 3738010.372 47.60 LOCATION L0006975 VOLUME 418643.447 3738010.495 48.01 LOCATION L0006976 VOLUME 418663.447 3738010.618 47.82 LOCATION L0006977 VOLUME 418683.446 3738010.740 47.20 LOCATION L0006978 VOLUME 418703.446 3738010.863 45.56 LOCATION L0006979 VOLUME 418723.394 3738009.641 43.86 LOCATION L0006980 VOLUME 418743.326 3738007.989 42.37 LOCATION L0006981 VOLUME 418763.258 3738006.338 41.61 LOCATION L0006982 VOLUME 418783.189 3738004.686 41.57 LOCATION L0006983 VOLUME 418803.121 3738003.034 41.77 LOCATION L0006984 VOLUME 418823.053 3738001.383 42.04 LOCATION L0006985 VOLUME 418842.984 3737999.731 42.39 LOCATION L0006986 VOLUME 418862.916 3737998.080 42.47 LOCATION L0006987 VOLUME 418882.848 3737996.428 42.95 LOCATION L0006988 VOLUME 418902.779 3737994.777 45.06 LOCATION L0006989 VOLUME 418922.735 3737993.534 49.44 LOCATION L0006990 VOLUME 418942.724 3737992.871 51.26 LOCATION L0006991 VOLUME 418962.713 3737992.209 51.81 LOCATION L0006992 VOLUME 418982.702 3737991.546 51.97 LOCATION L0006993 VOLUME 419002.691 3737990.884 51.53 LOCATION L0006994 VOLUME 419022.594 3737989.441 49.00 LOCATION L0006995 VOLUME 419042.246 3737985.726 48.25 LOCATION L0006996 VOLUME 419061.898 3737982.011 48.18 LOCATION L0006997 VOLUME 419081.549 3737978.295 48.28 LOCATION L0006998 VOLUME 419101.201 3737974.580 49.54 LOCATION L0006999 VOLUME 419120.853 3737970.864 49.89 Page 3 MainPlace_1.5m.ADI LOCATION L0007000 VOLUME 419140.505 3737967.149 49.09 LOCATION L0007001 VOLUME 419160.157 3737963.433 47.82 LOCATION L0007002 VOLUME 419179.809 3737959.718 47.14 LOCATION L0007003 VOLUME 419199.461 3737956.002 46.83 LOCATION L0007004 VOLUME 419219.112 3737952.287 46.96 LOCATION L0007005 VOLUME 419238.764 3737948.572 47.34 LOCATION L0007006 VOLUME 419258.416 3737944.856 47.25 LOCATION L0007007 VOLUME 419278.068 3737941.141 45.59 LOCATION L0007008 VOLUME 419297.720 3737937.425 44.59 LOCATION L0007009 VOLUME 419317.555 3737934.904 43.96 LOCATION L0007010 VOLUME 419337.415 3737932.539 43.53 LOCATION L0007011 VOLUME 419357.275 3737930.173 43.11 LOCATION L0007012 VOLUME 419377.248 3737929.543 42.62 LOCATION L0007013 VOLUME 419397.246 3737929.305 42.10 LOCATION L0007014 VOLUME 419417.245 3737929.066 41.60 LOCATION L0007015 VOLUME 419437.243 3737928.828 41.14 LOCATION L0007016 VOLUME 419457.242 3737928.589 40.81 LOCATION L0007017 VOLUME 419477.241 3737928.350 40.60 LOCATION L0007018 VOLUME 419497.239 3737928.112 40.48 LOCATION L0007019 VOLUME 419517.238 3737927.873 40.42 LOCATION L0007020 VOLUME 419537.236 3737927.635 40.40 LOCATION L0007021 VOLUME 419557.235 3737927.396 40.33 LOCATION L0007022 VOLUME 419577.234 3737927.158 40.29 LOCATION L0007023 VOLUME 419597.232 3737926.919 40.27 LOCATION L0007024 VOLUME 419617.231 3737926.681 40.23 LOCATION L0007025 VOLUME 419637.229 3737926.442 40.18 LOCATION L0007026 VOLUME 419657.228 3737926.203 40.15 LOCATION L0007027 VOLUME 419677.226 3737925.965 41.61 LOCATION L0007028 VOLUME 419697.225 3737925.726 43.12 LOCATION L0007029 VOLUME 419717.224 3737925.535 40.46 LOCATION L0007030 VOLUME 419737.224 3737925.443 40.59 LOCATION L0007031 VOLUME 419757.224 3737925.351 40.98 LOCATION L0007032 VOLUME 419777.223 3737925.259 41.47 LOCATION L0007033 VOLUME 419797.223 3737925.167 42.03 LOCATION L0007034 VOLUME 419817.223 3737925.075 42.63 LOCATION L0007035 VOLUME 419837.223 3737924.983 43.24 LOCATION L0007036 VOLUME 419857.222 3737924.891 43.83 LOCATION L0007037 VOLUME 419877.222 3737924.799 44.42 LOCATION L0007038 VOLUME 419897.222 3737924.707 45.01 LOCATION L0007039 VOLUME 419917.222 3737924.615 45.60 LOCATION L0007040 VOLUME 419937.222 3737924.523 46.19 LOCATION L0007041 VOLUME 419957.221 3737924.431 46.78 LOCATION L0007042 VOLUME 419977.221 3737924.339 47.37 LOCATION L0007043 VOLUME 419997.221 3737924.248 48.00 LOCATION L0007044 VOLUME 420017.221 3737924.156 48.56 LOCATION L0007045 VOLUME 420037.221 3737924.064 49.11 ** End of LINE VOLUME Source ID = SLINE2 ** --------------------------------------------------------------------- Page 4 MainPlace_1.5m.ADI ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3 ** DESCRSRC MainSt ** PREFIX ** Length of Side = 28.00 ** Configuration = Adjacent ** Emission Rate = 0.000015419 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 2 ** 419690.735, 3738149.975, 47.38, 3.70, 13.02 ** 419690.735, 3736869.042, 41.00, 3.70, 13.02 --------------------------------------------------------------------- ** LOCATION L0000480 VOLUME 419690.735 3738135.975 47.33 LOCATION L0000481 VOLUME 419690.735 3738107.975 47.37 LOCATION L0000482 VOLUME 419690.735 3738079.975 47.38 LOCATION L0000483 VOLUME 419690.735 3738051.975 47.45 LOCATION L0000484 VOLUME 419690.735 3738023.975 47.41 LOCATION L0000485 VOLUME 419690.735 3737995.975 47.35 LOCATION L0000486 VOLUME 419690.735 3737967.975 47.32 LOCATION L0000487 VOLUME 419690.735 3737939.975 44.90 LOCATION L0000488 VOLUME 419690.735 3737911.975 42.25 LOCATION L0000489 VOLUME 419690.735 3737883.975 44.57 LOCATION L0000490 VOLUME 419690.735 3737855.975 47.18 LOCATION L0000491 VOLUME 419690.735 3737827.975 47.09 LOCATION L0000492 VOLUME 419690.735 3737799.975 47.05 LOCATION L0000493 VOLUME 419690.735 3737771.975 46.99 LOCATION L0000494 VOLUME 419690.735 3737743.975 47.00 LOCATION L0000495 VOLUME 419690.735 3737715.975 46.95 LOCATION L0000496 VOLUME 419690.735 3737687.975 47.11 LOCATION L0000497 VOLUME 419690.735 3737659.975 47.16 LOCATION L0000498 VOLUME 419690.735 3737631.975 47.13 LOCATION L0000499 VOLUME 419690.735 3737603.975 47.15 LOCATION L0000500 VOLUME 419690.735 3737575.975 47.22 LOCATION L0000501 VOLUME 419690.735 3737547.975 47.27 LOCATION L0000502 VOLUME 419690.735 3737519.975 47.27 LOCATION L0000503 VOLUME 419690.735 3737491.975 47.27 LOCATION L0000504 VOLUME 419690.735 3737463.975 47.32 LOCATION L0000505 VOLUME 419690.735 3737435.975 47.28 LOCATION L0000506 VOLUME 419690.735 3737407.975 47.19 LOCATION L0000507 VOLUME 419690.735 3737379.975 47.04 LOCATION L0000508 VOLUME 419690.735 3737351.975 46.95 LOCATION L0000509 VOLUME 419690.735 3737323.975 46.80 LOCATION L0000510 VOLUME 419690.735 3737295.975 46.74 LOCATION L0000511 VOLUME 419690.735 3737267.975 46.71 LOCATION L0000512 VOLUME 419690.735 3737239.975 46.66 LOCATION L0000513 VOLUME 419690.735 3737211.975 46.58 LOCATION L0000514 VOLUME 419690.735 3737183.975 46.67 Page 5 LOCATION L0000515 VOLUME LOCATION L0000516 VOLUME LOCATION L0000517 VOLUME LOCATION L0000518 VOLUME LOCATION L0000519 VOLUME LOCATION L0000520 VOLUME LOCATION L0000521 VOLUME LOCATION L0000522 VOLUME LOCATION L0000523 VOLUME LOCATION L0000524 VOLUME LOCATION L0000525 VOLUME ** End of LINE VOLUME Source ID MainPlace_1.5m.ADI 419690.735 3737155.975 46.60 419690.735 3737127.975 44.46 419690.735 3737099.975 41.68 419690.735 3737071.975 46.91 419690.735 3737043.975 47.05 419690.735 3737015.975 46.59 419690.735 3736987.975 46.64 419690.735 3736959.975 46.94 419690.735 3736931.975 47.17 419690.735 3736903.975 46.45 419690.735 3736875.975 43.41 = SLINE3 ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE4 ** DESCRSRC I-5 NB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 419663.396, 3736788.316, 37.99, 0.00, 18.60 ** 419610.600, 3736895.894, 41.87, 0.00, 18.60 ** 419408.071, 3737205.867, 42.46, 0.00, 18.60 ** 419323.036, 3737324.546, 45.08, 0.00, 18.60 ** 419174.164, 3737552.554, 43.45, 0.00, 18.60 ** 419083.342, 3737689.344, 43.17, 0.00, 18.60 ** 418995.300, 3737822.728, 42.89, 0.00, 18.60 ** 418791.710, 3738071.030, 42.30, 0.00, 18.60 --------------------------------------------------------------------- ** LOCATION L0007046 VOLUME 419654.584 3736806.271 38.27 LOCATION L0007047 VOLUME 419636.961 3736842.179 39.48 LOCATION L0007048 VOLUME 419619.339 3736878.088 40.95 LOCATION L0007049 VOLUME 419599.570 3736912.775 42.19 LOCATION L0007050 VOLUME 419577.691 3736946.261 43.81 LOCATION L0007051 VOLUME 419555.812 3736979.747 47.55 LOCATION L0007052 VOLUME 419533.933 3737013.233 45.96 LOCATION L0007053 VOLUME 419512.054 3737046.719 45.83 LOCATION L0007054 VOLUME 419490.175 3737080.205 46.25 LOCATION L0007055 VOLUME 419468.296 3737113.691 46.44 LOCATION L0007056 VOLUME 419446.417 3737147.177 46.25 LOCATION L0007057 VOLUME 419424.538 3737180.663 42.84 LOCATION L0007058 VOLUME 419402.309 3737213.909 44.11 LOCATION L0007059 VOLUME 419379.011 3737246.424 45.72 LOCATION L0007060 VOLUME 419355.714 3737278.939 45.41 LOCATION L0007061 VOLUME 419332.416 3737311.454 45.10 Page 6 LOCATION L0007062 VOLUME LOCATION L0007063 VOLUME LOCATION L0007064 VOLUME LOCATION L0007065 VOLUME LOCATION L0007066 VOLUME LOCATION L0007067 VOLUME LOCATION L0007068 VOLUME LOCATION L0007069 VOLUME LOCATION L0007070 VOLUME LOCATION L0007071 VOLUME LOCATION L0007072 VOLUME LOCATION L0007073 VOLUME LOCATION L0007074 VOLUME LOCATION L0007075 VOLUME LOCATION L0007076 VOLUME LOCATION L0007077 VOLUME LOCATION L0007078 VOLUME LOCATION L0007079 VOLUME LOCATION L0007080 VOLUME LOCATION L0007081 VOLUME LOCATION L0007082 VOLUME LOCATION L0007083 VOLUME LOCATION L0007084 VOLUME ** End of LINE VOLUME Source ID MainPlace_1.5m.ADI 419309.972 3737344.553 44.82 419288.104 3737378.046 44.47 419266.236 3737411.539 44.13 419244.367 3737445.032 43.90 419222.499 3737478.525 43.71 419200.631 3737512.018 43.65 419178.762 3737545.511 43.52 419156.691 3737578.870 43.39 419134.566 3737612.194 43.28 419112.440 3737645.518 43.22 419090.315 3737678.841 43.16 419068.251 3737712.206 43.10 419046.216 3737745.589 43.03 419024.181 3737778.973 43.12 419002.146 3737812.356 42.94 418977.818 3737844.050 42.80 418952.456 3737874.981 42.65 418927.094 3737905.913 42.51 418901.732 3737936.845 42.39 418876.370 3737967.777 42.50 418851.008 3737998.709 42.43 418825.647 3738029.640 42.30 418800.285 3738060.572 42.29 = SLINE4 ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5 ** DESCRSRC SR-22 WB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 418534.137, 3737984.902, 44.74, 3.70, 9.30 ** 418698.335, 3737984.232, 48.24, 3.70, 9.30 ** 418949.006, 3737981.395, 50.99, 3.70, 9.30 ** 419354.384, 3737899.159, 43.95, 3.70, 9.30 ** 419738.505, 3737903.268, 40.87, 3.70, 9.30 ** 420050.365, 3737898.645, 49.92, 3.70, 9.30 ** LOCATION L0007085 VOLUME 418544.137 3737984.861 45.30 LOCATION L0007086 VOLUME 418564.137 3737984.779 45.81 LOCATION L0007087 VOLUME 418584.136 3737984.698 46.36 LOCATION L0007088 VOLUME 418604.136 3737984.616 46.98 LOCATION L0007089 VOLUME 418624.136 3737984.535 47.58 LOCATION L0007090 VOLUME 418644.136 3737984.453 48.15 Page 7 MainPlace_1.5m.ADI LOCATION L0007091 VOLUME 418664.136 3737984.371 48.69 LOCATION L0007092 VOLUME 418684.136 3737984.290 49.21 LOCATION L0007093 VOLUME 418704.135 3737984.166 48.58 LOCATION L0007094 VOLUME 418724.134 3737983.940 46.11 LOCATION L0007095 VOLUME 418744.133 3737983.713 42.26 LOCATION L0007096 VOLUME 418764.131 3737983.487 41.36 LOCATION L0007097 VOLUME 418784.130 3737983.261 41.30 LOCATION L0007098 VOLUME 418804.129 3737983.034 41.49 LOCATION L0007099 VOLUME 418824.127 3737982.808 41.78 LOCATION L0007100 VOLUME 418844.126 3737982.582 42.20 LOCATION L0007101 VOLUME 418864.125 3737982.355 42.36 LOCATION L0007102 VOLUME 418884.124 3737982.129 42.85 LOCATION L0007103 VOLUME 418904.122 3737981.903 44.63 LOCATION L0007104 VOLUME 418924.121 3737981.676 47.88 LOCATION L0007105 VOLUME 418944.120 3737981.450 50.54 LOCATION L0007106 VOLUME 418963.818 3737978.390 50.98 LOCATION L0007107 VOLUME 418983.418 3737974.414 51.02 LOCATION L0007108 VOLUME 419003.019 3737970.438 50.98 LOCATION L0007109 VOLUME 419022.620 3737966.461 50.98 LOCATION L0007110 VOLUME 419042.221 3737962.485 50.92 LOCATION L0007111 VOLUME 419061.821 3737958.509 50.05 LOCATION L0007112 VOLUME 419081.422 3737954.532 49.25 LOCATION L0007113 VOLUME 419101.023 3737950.556 48.27 LOCATION L0007114 VOLUME 419120.624 3737946.580 48.25 LOCATION L0007115 VOLUME 419140.224 3737942.604 48.62 LOCATION L0007116 VOLUME 419159.825 3737938.627 49.13 LOCATION L0007117 VOLUME 419179.426 3737934.651 48.82 LOCATION L0007118 VOLUME 419199.027 3737930.675 48.25 LOCATION L0007119 VOLUME 419218.627 3737926.699 47.64 LOCATION L0007120 VOLUME 419238.228 3737922.722 47.05 LOCATION L0007121 VOLUME 419257.829 3737918.746 46.53 LOCATION L0007122 VOLUME 419277.430 3737914.770 46.08 LOCATION L0007123 VOLUME 419297.030 3737910.793 45.64 LOCATION L0007124 VOLUME 419316.631 3737906.817 45.17 LOCATION L0007125 VOLUME 419336.232 3737902.841 44.64 LOCATION L0007126 VOLUME 419355.862 3737899.174 44.15 LOCATION L0007127 VOLUME 419375.861 3737899.388 43.58 LOCATION L0007128 VOLUME 419395.860 3737899.602 42.99 LOCATION L0007129 VOLUME 419415.859 3737899.816 42.41 LOCATION L0007130 VOLUME 419435.858 3737900.030 41.89 LOCATION L0007131 VOLUME 419455.856 3737900.244 41.50 LOCATION L0007132 VOLUME 419475.855 3737900.458 41.24 LOCATION L0007133 VOLUME 419495.854 3737900.672 41.09 LOCATION L0007134 VOLUME 419515.853 3737900.886 40.99 LOCATION L0007135 VOLUME 419535.852 3737901.100 40.86 LOCATION L0007136 VOLUME 419555.851 3737901.314 40.71 LOCATION L0007137 VOLUME 419575.850 3737901.528 40.58 LOCATION L0007138 VOLUME 419595.848 3737901.742 40.46 Page 8 LOCATION L0007139 LOCATION L0007140 LOCATION L0007141 LOCATION L0007142 LOCATION L0007143 LOCATION L0007144 LOCATION L0007145 LOCATION L0007146 LOCATION L0007147 LOCATION L0007148 LOCATION L0007149 LOCATION L0007150 LOCATION L0007151 LOCATION L0007152 LOCATION L0007153 LOCATION L0007154 LOCATION L0007155 LOCATION L0007156 LOCATION L0007157 LOCATION L0007158 LOCATION L0007159 LOCATION L0007160 ** End of LINE VOLUME Sou ** Source Parameters ** ** LINE VOLUME Source SRCPARAM L0006931 SRCPARAM L0006932 SRCPARAM L0006933 SRCPARAM L0006934 SRCPARAM L0006935 SRCPARAM L0006936 SRCPARAM L0006937 SRCPARAM L0006938 SRCPARAM L0006939 SRCPARAM L0006940 SRCPARAM L0006941 SRCPARAM L0006942 SRCPARAM L0006943 SRCPARAM L0006944 SRCPARAM L0006945 SRCPARAM L0006946 SRCPARAM L0006947 SRCPARAM L0006948 SRCPARAM L0006949 SRCPARAM L0006950 SRCPARAM L0006951 SRCPARAM L0006952 SRCPARAM L0006953 VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME rce ID = MainPlace_1.5m.ADI 419615.847 3737901.956 40.39 419635.846 3737902.169 40.33 419655.845 3737902.383 40.28 419675.844 3737902.597 40.68 419695.843 3737902.811 41.36 419715.842 3737903.025 40.59 419735.840 3737903.239 40.75 419755.838 3737903.011 41.13 419775.836 3737902.714 41.61 419795.834 3737902.418 42.19 419815.832 3737902.122 42.79 419835.830 3737901.825 43.40 419855.827 3737901.529 44.00 419875.825 3737901.232 44.59 419895.823 3737900.936 45.19 419915.821 3737900.640 45.80 419935.819 3737900.343 46.39 419955.816 3737900.047 47.00 419975.814 3737899.750 47.61 419995.812 3737899.454 48.20 420015.810 3737899.158 48.81 420035.808 3737898.861 49.42 SLINE5 L 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 Page 9 MainPlace_1.5m.ADI SRCPARAM L0006954 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006955 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006956 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006957 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006958 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006959 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006960 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006961 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006962 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006963 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006964 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006965 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006966 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006967 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006968 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006969 0.0000248718 3.70 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE2 SRCPARAM L0006970 0.000004079 3.70 9.30 2.84 SRCPARAM L0006971 0.000004079 3.70 9.30 2.84 SRCPARAM L0006972 0.000004079 3.70 9.30 2.84 SRCPARAM L0006973 0.000004079 3.70 9.30 2.84 SRCPARAM L0006974 0.000004079 3.70 9.30 2.84 SRCPARAM L0006975 0.000004079 3.70 9.30 2.84 SRCPARAM L0006976 0.000004079 3.70 9.30 2.84 SRCPARAM L0006977 0.000004079 3.70 9.30 2.84 SRCPARAM L0006978 0.000004079 3.70 9.30 2.84 SRCPARAM L0006979 0.000004079 3.70 9.30 2.84 SRCPARAM L0006980 0.000004079 3.70 9.30 2.84 SRCPARAM L0006981 0.000004079 3.70 9.30 2.84 SRCPARAM L0006982 0.000004079 3.70 9.30 2.84 SRCPARAM L0006983 0.000004079 3.70 9.30 2.84 SRCPARAM L0006984 0.000004079 3.70 9.30 2.84 SRCPARAM L0006985 0.000004079 3.70 9.30 2.84 SRCPARAM L0006986 0.000004079 3.70 9.30 2.84 SRCPARAM L0006987 0.000004079 3.70 9.30 2.84 SRCPARAM L0006988 0.000004079 3.70 9.30 2.84 SRCPARAM L0006989 0.000004079 3.70 9.30 2.84 SRCPARAM L0006990 0.000004079 3.70 9.30 2.84 SRCPARAM L0006991 0.000004079 3.70 9.30 2.84 SRCPARAM L0006992 0.000004079 3.70 9.30 2.84 SRCPARAM L0006993 0.000004079 3.70 9.30 2.84 SRCPARAM L0006994 0.000004079 3.70 9.30 2.84 SRCPARAM L0006995 0.000004079 3.70 9.30 2.84 SRCPARAM L0006996 0.000004079 3.70 9.30 2.84 SRCPARAM L0006997 0.000004079 3.70 9.30 2.84 SRCPARAM L0006998 0.000004079 3.70 9.30 2.84 SRCPARAM L0006999 0.000004079 3.70 9.30 2.84 Page 10 ** ** LINE VOLUME Source ID = SLINE3 Page 11 MainPlace_1.5m.ADI SRCPARAM L0000480 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000481 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000482 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000483 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000484 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000485 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000486 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000487 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000488 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000489 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000490 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000491 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000492 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000493 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000494 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000495 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000496 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000497 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000498 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000499 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000500 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000501 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000502 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000503 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000504 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000505 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000506 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000507 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000508 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000509 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000510 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000511 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000512 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000513 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000514 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000515 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000516 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000517 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000518 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000519 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000520 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000521 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000522 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000523 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000524 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000525 0.0000003352 3.70 13.02 2.84 ** ** LINE VOLUME Source ID = SLINE4 Page 12 MainPlace_1.5m.ADI SRCPARAM L0007046 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007047 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007048 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007049 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007050 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007051 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007052 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007053 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007054 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007055 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007056 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007057 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007058 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007059 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007060 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007061 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007062 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007063 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007064 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007065 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007066 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007067 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007068 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007069 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007070 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007071 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007072 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007073 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007074 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007075 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007076 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007077 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007078 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007079 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007080 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007081 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007082 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007083 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007084 0.0000248718 0.00 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE5 SRCPARAM L0007085 0.000004079 3.70 9.30 2.84 SRCPARAM L0007086 0.000004079 3.70 9.30 2.84 SRCPARAM L0007087 0.000004079 3.70 9.30 2.84 SRCPARAM L0007088 0.000004079 3.70 9.30 2.84 SRCPARAM L0007089 0.000004079 3.70 9.30 2.84 SRCPARAM L0007090 0.000004079 3.70 9.30 2.84 SRCPARAM L0007091 0.000004079 3.70 9.30 2.84 Page 13 MainPlace_1.5m.ADI SRCGROUP SRCGPI L0000515 L0000516 L0000517 L0000518 L0000519 L0000520 SRCGROUP SRCGPI L0000521 L0000522 L0000523 L0000524 L0000525 L0007046 SRCGROUP SRCGPI L0007047 L0007048 L0007049 L0007050 L0007051 L0007052 SRCGROUP SRCGPI L0007053 L0007054 L0007055 L0007056 L0007057 L0007058 SRCGROUP SRCGPI L0007059 L0007060 L0007061 L0007062 L0007063 L0007064 SRCGROUP SRCGPI L0007065 L0007066 L0007067 L0007068 L0007069 L0007070 SRCGROUP SRCGPI L0007071 L0007072 L0007073 L0007074 L0007075 L0007076 SRCGROUP SRCGPI L0007077 L0007078 L0007079 L0007080 L0007081 L0007082 SRCGROUP SRCGPI L0007083 L0007084 L0007085 L0007086 L0007087 L0007088 SRCGROUP SRCGPI L0007089 L0007090 L0007091 L0007092 L0007093 L0007094 SRCGROUP SRCGPI L0007095 L0007096 L0007097 L0007098 L0007099 L0007100 SRCGROUP SRCGPI L0007101 L0007102 L0007103 L0007104 L0007105 L0007106 SRCGROUP SRCGPI L0007107 L0007108 L0007109 L0007110 L0007111 L0007112 SRCGROUP SRCGPI L0007113 L0007114 L0007115 L0007116 L0007117 L0007118 SRCGROUP SRCGPI L0007119 L0007120 L0007121 L0007122 L0007123 L0007124 SRCGROUP SRCGPI L0007125 L0007126 L0007127 L0007128 L0007129 L0007130 SRCGROUP SRCGPI L0007131 L0007132 L0007133 L0007134 L0007135 L0007136 SRCGROUP SRCGPI L0007137 L0007138 L0007139 L0007140 L0007141 L0007142 SRCGROUP SRCGPI L0007143 L0007144 L0007145 L0007146 L0007147 L0007148 SRCGROUP SRCGPI L0007149 L0007150 L0007151 L0007152 L0007153 L0007154 SRCGROUP SRCGPI L0007155 L0007156 L0007157 L0007158 L0007159 L0007160 SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED MainPlace_r.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE KSNA_V9_ADIU\KSNA_v9.SFC PROFFILE KSNA_V9_ADIU\KSNA_v9.PFL SURFDATA 93184 2012 UAIRDATA 3190 2012 PROFBASE 17.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway Page 16 MainPlace_1.5m.ADI **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto -Generated Plotfiles PLOTFILE 1 ALL 1ST MAINPLACE_R.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST MAINPLACE_R.AD\24H1GALL.PLT 32 PLOTFILE 1 SRCGPI 1ST MAINPLACE_R.AD\01H1GO01.PLT 33 PLOTFILE 24 SRCGPI 1ST MAINPLACE_R.AD\24H1G001.PLT 34 PLOTFILE ANNUAL ALL MAINPLACE_R.AD\AN00GALL.PLT 35 PLOTFILE ANNUAL SRCGPI MAINPLACE_R.AD\AN00G000.PLT 36 SUMMFILE MainPlace_r.sum OU FINISHED ** **************************************** ** Project Parameters **************************************** ** PROICTN CoordinateSystemUTM ** DESCPTN UTM: Universal Transverse Mercator ** DATUM World Geodetic System 1984 ** DTMRGN Global Definition ** UNITS m ** ZONE 11 ** ZONEINX 0 ** Page 17 MainPlace_1.5m.ADO ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.6.1 ** Lakes Environmental Software Inc. ** Date: 12/29/2018 ** File: C:\Lakes\AERMOD View\MainPlace r\MainPlace r.ADI **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010232 POLLUTID PM_10 FLAGPOLE 1.50 RUNORNOT RUN ERRORFIL MainPlace_r.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord.--------------------------------------------------------------------- ** ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINEI ** DESCRSRC I-5 SB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 419631.223, 3736783.185, 39.21, 3.70, 18.60 Page 1 MainPlace_1.5m.ADO ** 419556.193, 3736928.110, 43.83, 3.70, 18.60 ** 419346.762, 3737245.905, 44.87, 3.70, 18.60 ** 419089.235, 3737628.422, 43.10, 3.70, 18.60 ** 418889.765, 3737922.507, 42.03, 3.70, 18.60 ** 418743.826, 3738075.215, 42.10, 3.70, 18.60 LOCATION L0006931 VOLUME 419622.028 3736800.945 39.73 LOCATION L0006932 VOLUME 419603.637 3736836.467 41.01 LOCATION L0006933 VOLUME 419585.247 3736871.989 42.06 LOCATION L0006934 VOLUME 419566.857 3736907.511 43.26 LOCATION L0006935 VOLUME 419546.946 3736942.141 44.28 LOCATION L0006936 VOLUME 419524.935 3736975.541 45.08 LOCATION L0006937 VOLUME 419502.925 3737008.940 45.63 LOCATION L0006938 VOLUME 419480.914 3737042.340 46.04 LOCATION L0006939 VOLUME 419458.903 3737075.740 46.28 LOCATION L0006940 VOLUME 419436.892 3737109.139 46.34 LOCATION L0006941 VOLUME 419414.882 3737142.539 45.55 LOCATION L0006942 VOLUME 419392.871 3737175.938 42.29 LOCATION L0006943 VOLUME 419370.860 3737209.338 45.05 LOCATION L0006944 VOLUME 419348.850 3737242.737 45.31 LOCATION L0006945 VOLUME 419326.542 3737275.939 45.03 LOCATION L0006946 VOLUME 419304.203 3737309.120 44.73 LOCATION L0006947 VOLUME 419281.864 3737342.301 44.44 LOCATION L0006948 VOLUME 419259.525 3737375.482 44.15 LOCATION L0006949 VOLUME 419237.187 3737408.663 43.84 LOCATION L0006950 VOLUME 419214.848 3737441.844 43.58 LOCATION L0006951 VOLUME 419192.509 3737475.025 43.45 LOCATION L0006952 VOLUME 419170.170 3737508.206 43.35 LOCATION L0006953 VOLUME 419147.831 3737541.387 43.27 LOCATION L0006954 VOLUME 419125.492 3737574.568 43.17 LOCATION L0006955 VOLUME 419103.154 3737607.749 43.06 LOCATION L0006956 VOLUME 419080.772 3737640.900 42.97 LOCATION L0006957 VOLUME 419058.318 3737674.004 42.90 LOCATION L0006958 VOLUME 419035.865 3737707.108 42.76 LOCATION L0006959 VOLUME 419013.412 3737740.211 42.65 LOCATION L0006960 VOLUME 418990.959 3737773.315 42.67 LOCATION L0006961 VOLUME 418968.505 3737806.419 42.81 LOCATION L0006962 VOLUME 418946.052 3737839.522 42.81 LOCATION L0006963 VOLUME 418923.599 3737872.626 42.76 LOCATION L0006964 VOLUME 418901.145 3737905.729 42.20 LOCATION L0006965 VOLUME 418876.136 3737936.769 42.10 LOCATION L0006966 VOLUME 418848.500 3737965.687 42.02 LOCATION L0006967 VOLUME 418820.864 3737994.605 41.90 LOCATION L0006968 VOLUME 418793.228 3738023.522 41.93 LOCATION L0006969 VOLUME 418765.592 3738052.440 41.99 ** End of LINE VOLUME Source ID = SLINEI ** ** Line Source Represented by Adjacent Volume Sources Page 2 MainPlace_1.5m.ADO ** LINE VOLUME Source ID = SLINE2 ** DESCRSRC SR-22 EB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 418533.449, 3738009.821, 45.15, 3.70, 9.30 ** 418708.288, 3738010.892, 45.54, 3.70, 9.30 ** 418914.480, 3737993.807, 49.94, 3.70, 9.30 ** 419017.576, 3737990.390, 48.84, 3.70, 9.30 ** 419299.994, 3737936.995, 44.35, 3.70, 9.30 ** 419360.932, 3737929.738, 42.97, 3.70, 9.30 ** 419710.834, 3737925.564, 40.99, 3.70, 9.30 ** 420052.825, 3737923.992, 49.51, 3.70, 9.30 ** LOCATION L0006970 VOLUME 418543.449 3738009.882 45.28 LOCATION L0006971 VOLUME 418563.449 3738010.005 45.81 LOCATION L0006972 VOLUME 418583.448 3738010.127 46.36 LOCATION L0006973 VOLUME 418603.448 3738010.250 46.99 LOCATION L0006974 VOLUME 418623.448 3738010.372 47.60 LOCATION L0006975 VOLUME 418643.447 3738010.495 48.01 LOCATION L0006976 VOLUME 418663.447 3738010.618 47.82 LOCATION L0006977 VOLUME 418683.446 3738010.740 47.20 LOCATION L0006978 VOLUME 418703.446 3738010.863 45.56 LOCATION L0006979 VOLUME 418723.394 3738009.641 43.86 LOCATION L0006980 VOLUME 418743.326 3738007.989 42.37 LOCATION L0006981 VOLUME 418763.258 3738006.338 41.61 LOCATION L0006982 VOLUME 418783.189 3738004.686 41.57 LOCATION L0006983 VOLUME 418803.121 3738003.034 41.77 LOCATION L0006984 VOLUME 418823.053 3738001.383 42.04 LOCATION L0006985 VOLUME 418842.984 3737999.731 42.39 LOCATION L0006986 VOLUME 418862.916 3737998.080 42.47 LOCATION L0006987 VOLUME 418882.848 3737996.428 42.95 LOCATION L0006988 VOLUME 418902.779 3737994.777 45.06 LOCATION L0006989 VOLUME 418922.735 3737993.534 49.44 LOCATION L0006990 VOLUME 418942.724 3737992.871 51.26 LOCATION L0006991 VOLUME 418962.713 3737992.209 51.81 LOCATION L0006992 VOLUME 418982.702 3737991.546 51.97 LOCATION L0006993 VOLUME 419002.691 3737990.884 51.53 LOCATION L0006994 VOLUME 419022.594 3737989.441 49.00 LOCATION L0006995 VOLUME 419042.246 3737985.726 48.25 LOCATION L0006996 VOLUME 419061.898 3737982.011 48.18 LOCATION L0006997 VOLUME 419081.549 3737978.295 48.28 LOCATION L0006998 VOLUME 419101.201 3737974.580 49.54 LOCATION L0006999 VOLUME 419120.853 3737970.864 49.89 Page 3 MainPlace_1.5m.ADO LOCATION L0007000 VOLUME 419140.505 3737967.149 49.09 LOCATION L0007001 VOLUME 419160.157 3737963.433 47.82 LOCATION L0007002 VOLUME 419179.809 3737959.718 47.14 LOCATION L0007003 VOLUME 419199.461 3737956.002 46.83 LOCATION L0007004 VOLUME 419219.112 3737952.287 46.96 LOCATION L0007005 VOLUME 419238.764 3737948.572 47.34 LOCATION L0007006 VOLUME 419258.416 3737944.856 47.25 LOCATION L0007007 VOLUME 419278.068 3737941.141 45.59 LOCATION L0007008 VOLUME 419297.720 3737937.425 44.59 LOCATION L0007009 VOLUME 419317.555 3737934.904 43.96 LOCATION L0007010 VOLUME 419337.415 3737932.539 43.53 LOCATION L0007011 VOLUME 419357.275 3737930.173 43.11 LOCATION L0007012 VOLUME 419377.248 3737929.543 42.62 LOCATION L0007013 VOLUME 419397.246 3737929.305 42.10 LOCATION L0007014 VOLUME 419417.245 3737929.066 41.60 LOCATION L0007015 VOLUME 419437.243 3737928.828 41.14 LOCATION L0007016 VOLUME 419457.242 3737928.589 40.81 LOCATION L0007017 VOLUME 419477.241 3737928.350 40.60 LOCATION L0007018 VOLUME 419497.239 3737928.112 40.48 LOCATION L0007019 VOLUME 419517.238 3737927.873 40.42 LOCATION L0007020 VOLUME 419537.236 3737927.635 40.40 LOCATION L0007021 VOLUME 419557.235 3737927.396 40.33 LOCATION L0007022 VOLUME 419577.234 3737927.158 40.29 LOCATION L0007023 VOLUME 419597.232 3737926.919 40.27 LOCATION L0007024 VOLUME 419617.231 3737926.681 40.23 LOCATION L0007025 VOLUME 419637.229 3737926.442 40.18 LOCATION L0007026 VOLUME 419657.228 3737926.203 40.15 LOCATION L0007027 VOLUME 419677.226 3737925.965 41.61 LOCATION L0007028 VOLUME 419697.225 3737925.726 43.12 LOCATION L0007029 VOLUME 419717.224 3737925.535 40.46 LOCATION L0007030 VOLUME 419737.224 3737925.443 40.59 LOCATION L0007031 VOLUME 419757.224 3737925.351 40.98 LOCATION L0007032 VOLUME 419777.223 3737925.259 41.47 LOCATION L0007033 VOLUME 419797.223 3737925.167 42.03 LOCATION L0007034 VOLUME 419817.223 3737925.075 42.63 LOCATION L0007035 VOLUME 419837.223 3737924.983 43.24 LOCATION L0007036 VOLUME 419857.222 3737924.891 43.83 LOCATION L0007037 VOLUME 419877.222 3737924.799 44.42 LOCATION L0007038 VOLUME 419897.222 3737924.707 45.01 LOCATION L0007039 VOLUME 419917.222 3737924.615 45.60 LOCATION L0007040 VOLUME 419937.222 3737924.523 46.19 LOCATION L0007041 VOLUME 419957.221 3737924.431 46.78 LOCATION L0007042 VOLUME 419977.221 3737924.339 47.37 LOCATION L0007043 VOLUME 419997.221 3737924.248 48.00 LOCATION L0007044 VOLUME 420017.221 3737924.156 48.56 LOCATION L0007045 VOLUME 420037.221 3737924.064 49.11 ** End of LINE VOLUME Source ID = SLINE2 ** --------------------------------------------------------------------- Page 4 MainPlace_1.5m.ADO ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3 ** DESCRSRC MainSt ** PREFIX ** Length of Side = 28.00 ** Configuration = Adjacent ** Emission Rate = 0.000015419 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 2 ** 419690.735, 3738149.975, 47.38, 3.70, 13.02 ** 419690.735, 3736869.042, 41.00, 3.70, 13.02 --------------------------------------------------------------------- ** LOCATION L0000480 VOLUME 419690.735 3738135.975 47.33 LOCATION L0000481 VOLUME 419690.735 3738107.975 47.37 LOCATION L0000482 VOLUME 419690.735 3738079.975 47.38 LOCATION L0000483 VOLUME 419690.735 3738051.975 47.45 LOCATION L0000484 VOLUME 419690.735 3738023.975 47.41 LOCATION L0000485 VOLUME 419690.735 3737995.975 47.35 LOCATION L0000486 VOLUME 419690.735 3737967.975 47.32 LOCATION L0000487 VOLUME 419690.735 3737939.975 44.90 LOCATION L0000488 VOLUME 419690.735 3737911.975 42.25 LOCATION L0000489 VOLUME 419690.735 3737883.975 44.57 LOCATION L0000490 VOLUME 419690.735 3737855.975 47.18 LOCATION L0000491 VOLUME 419690.735 3737827.975 47.09 LOCATION L0000492 VOLUME 419690.735 3737799.975 47.05 LOCATION L0000493 VOLUME 419690.735 3737771.975 46.99 LOCATION L0000494 VOLUME 419690.735 3737743.975 47.00 LOCATION L0000495 VOLUME 419690.735 3737715.975 46.95 LOCATION L0000496 VOLUME 419690.735 3737687.975 47.11 LOCATION L0000497 VOLUME 419690.735 3737659.975 47.16 LOCATION L0000498 VOLUME 419690.735 3737631.975 47.13 LOCATION L0000499 VOLUME 419690.735 3737603.975 47.15 LOCATION L0000500 VOLUME 419690.735 3737575.975 47.22 LOCATION L0000501 VOLUME 419690.735 3737547.975 47.27 LOCATION L0000502 VOLUME 419690.735 3737519.975 47.27 LOCATION L0000503 VOLUME 419690.735 3737491.975 47.27 LOCATION L0000504 VOLUME 419690.735 3737463.975 47.32 LOCATION L0000505 VOLUME 419690.735 3737435.975 47.28 LOCATION L0000506 VOLUME 419690.735 3737407.975 47.19 LOCATION L0000507 VOLUME 419690.735 3737379.975 47.04 LOCATION L0000508 VOLUME 419690.735 3737351.975 46.95 LOCATION L0000509 VOLUME 419690.735 3737323.975 46.80 LOCATION L0000510 VOLUME 419690.735 3737295.975 46.74 LOCATION L0000511 VOLUME 419690.735 3737267.975 46.71 LOCATION L0000512 VOLUME 419690.735 3737239.975 46.66 LOCATION L0000513 VOLUME 419690.735 3737211.975 46.58 LOCATION L0000514 VOLUME 419690.735 3737183.975 46.67 Page 5 LOCATION L0000515 VOLUME LOCATION L0000516 VOLUME LOCATION L0000517 VOLUME LOCATION L0000518 VOLUME LOCATION L0000519 VOLUME LOCATION L0000520 VOLUME LOCATION L0000521 VOLUME LOCATION L0000522 VOLUME LOCATION L0000523 VOLUME LOCATION L0000524 VOLUME LOCATION L0000525 VOLUME ** End of LINE VOLUME Source ID MainPlace_1.5m.ADO 419690.735 3737155.975 46.60 419690.735 3737127.975 44.46 419690.735 3737099.975 41.68 419690.735 3737071.975 46.91 419690.735 3737043.975 47.05 419690.735 3737015.975 46.59 419690.735 3736987.975 46.64 419690.735 3736959.975 46.94 419690.735 3736931.975 47.17 419690.735 3736903.975 46.45 419690.735 3736875.975 43.41 = SLINE3 ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE4 ** DESCRSRC I-5 NB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 419663.396, 3736788.316, 37.99, 0.00, 18.60 ** 419610.600, 3736895.894, 41.87, 0.00, 18.60 ** 419408.071, 3737205.867, 42.46, 0.00, 18.60 ** 419323.036, 3737324.546, 45.08, 0.00, 18.60 ** 419174.164, 3737552.554, 43.45, 0.00, 18.60 ** 419083.342, 3737689.344, 43.17, 0.00, 18.60 ** 418995.300, 3737822.728, 42.89, 0.00, 18.60 ** 418791.710, 3738071.030, 42.30, 0.00, 18.60 --------------------------------------------------------------------- ** LOCATION L0007046 VOLUME 419654.584 3736806.271 38.27 LOCATION L0007047 VOLUME 419636.961 3736842.179 39.48 LOCATION L0007048 VOLUME 419619.339 3736878.088 40.95 LOCATION L0007049 VOLUME 419599.570 3736912.775 42.19 LOCATION L0007050 VOLUME 419577.691 3736946.261 43.81 LOCATION L0007051 VOLUME 419555.812 3736979.747 47.55 LOCATION L0007052 VOLUME 419533.933 3737013.233 45.96 LOCATION L0007053 VOLUME 419512.054 3737046.719 45.83 LOCATION L0007054 VOLUME 419490.175 3737080.205 46.25 LOCATION L0007055 VOLUME 419468.296 3737113.691 46.44 LOCATION L0007056 VOLUME 419446.417 3737147.177 46.25 LOCATION L0007057 VOLUME 419424.538 3737180.663 42.84 LOCATION L0007058 VOLUME 419402.309 3737213.909 44.11 LOCATION L0007059 VOLUME 419379.011 3737246.424 45.72 LOCATION L0007060 VOLUME 419355.714 3737278.939 45.41 LOCATION L0007061 VOLUME 419332.416 3737311.454 45.10 Page 6 LOCATION L0007062 VOLUME LOCATION L0007063 VOLUME LOCATION L0007064 VOLUME LOCATION L0007065 VOLUME LOCATION L0007066 VOLUME LOCATION L0007067 VOLUME LOCATION L0007068 VOLUME LOCATION L0007069 VOLUME LOCATION L0007070 VOLUME LOCATION L0007071 VOLUME LOCATION L0007072 VOLUME LOCATION L0007073 VOLUME LOCATION L0007074 VOLUME LOCATION L0007075 VOLUME LOCATION L0007076 VOLUME LOCATION L0007077 VOLUME LOCATION L0007078 VOLUME LOCATION L0007079 VOLUME LOCATION L0007080 VOLUME LOCATION L0007081 VOLUME LOCATION L0007082 VOLUME LOCATION L0007083 VOLUME LOCATION L0007084 VOLUME ** End of LINE VOLUME Source ID MainPlace_1.5m.ADO 419309.972 3737344.553 44.82 419288.104 3737378.046 44.47 419266.236 3737411.539 44.13 419244.367 3737445.032 43.90 419222.499 3737478.525 43.71 419200.631 3737512.018 43.65 419178.762 3737545.511 43.52 419156.691 3737578.870 43.39 419134.566 3737612.194 43.28 419112.440 3737645.518 43.22 419090.315 3737678.841 43.16 419068.251 3737712.206 43.10 419046.216 3737745.589 43.03 419024.181 3737778.973 43.12 419002.146 3737812.356 42.94 418977.818 3737844.050 42.80 418952.456 3737874.981 42.65 418927.094 3737905.913 42.51 418901.732 3737936.845 42.39 418876.370 3737967.777 42.50 418851.008 3737998.709 42.43 418825.647 3738029.640 42.30 418800.285 3738060.572 42.29 = SLINE4 ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5 ** DESCRSRC SR-22 WB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 418534.137, 3737984.902, 44.74, 3.70, 9.30 ** 418698.335, 3737984.232, 48.24, 3.70, 9.30 ** 418949.006, 3737981.395, 50.99, 3.70, 9.30 ** 419354.384, 3737899.159, 43.95, 3.70, 9.30 ** 419738.505, 3737903.268, 40.87, 3.70, 9.30 ** 420050.365, 3737898.645, 49.92, 3.70, 9.30 ** LOCATION L0007085 VOLUME 418544.137 3737984.861 45.30 LOCATION L0007086 VOLUME 418564.137 3737984.779 45.81 LOCATION L0007087 VOLUME 418584.136 3737984.698 46.36 LOCATION L0007088 VOLUME 418604.136 3737984.616 46.98 LOCATION L0007089 VOLUME 418624.136 3737984.535 47.58 LOCATION L0007090 VOLUME 418644.136 3737984.453 48.15 Page 7 MainPlace_1.5m.ADO LOCATION L0007091 VOLUME 418664.136 3737984.371 48.69 LOCATION L0007092 VOLUME 418684.136 3737984.290 49.21 LOCATION L0007093 VOLUME 418704.135 3737984.166 48.58 LOCATION L0007094 VOLUME 418724.134 3737983.940 46.11 LOCATION L0007095 VOLUME 418744.133 3737983.713 42.26 LOCATION L0007096 VOLUME 418764.131 3737983.487 41.36 LOCATION L0007097 VOLUME 418784.130 3737983.261 41.30 LOCATION L0007098 VOLUME 418804.129 3737983.034 41.49 LOCATION L0007099 VOLUME 418824.127 3737982.808 41.78 LOCATION L0007100 VOLUME 418844.126 3737982.582 42.20 LOCATION L0007101 VOLUME 418864.125 3737982.355 42.36 LOCATION L0007102 VOLUME 418884.124 3737982.129 42.85 LOCATION L0007103 VOLUME 418904.122 3737981.903 44.63 LOCATION L0007104 VOLUME 418924.121 3737981.676 47.88 LOCATION L0007105 VOLUME 418944.120 3737981.450 50.54 LOCATION L0007106 VOLUME 418963.818 3737978.390 50.98 LOCATION L0007107 VOLUME 418983.418 3737974.414 51.02 LOCATION L0007108 VOLUME 419003.019 3737970.438 50.98 LOCATION L0007109 VOLUME 419022.620 3737966.461 50.98 LOCATION L0007110 VOLUME 419042.221 3737962.485 50.92 LOCATION L0007111 VOLUME 419061.821 3737958.509 50.05 LOCATION L0007112 VOLUME 419081.422 3737954.532 49.25 LOCATION L0007113 VOLUME 419101.023 3737950.556 48.27 LOCATION L0007114 VOLUME 419120.624 3737946.580 48.25 LOCATION L0007115 VOLUME 419140.224 3737942.604 48.62 LOCATION L0007116 VOLUME 419159.825 3737938.627 49.13 LOCATION L0007117 VOLUME 419179.426 3737934.651 48.82 LOCATION L0007118 VOLUME 419199.027 3737930.675 48.25 LOCATION L0007119 VOLUME 419218.627 3737926.699 47.64 LOCATION L0007120 VOLUME 419238.228 3737922.722 47.05 LOCATION L0007121 VOLUME 419257.829 3737918.746 46.53 LOCATION L0007122 VOLUME 419277.430 3737914.770 46.08 LOCATION L0007123 VOLUME 419297.030 3737910.793 45.64 LOCATION L0007124 VOLUME 419316.631 3737906.817 45.17 LOCATION L0007125 VOLUME 419336.232 3737902.841 44.64 LOCATION L0007126 VOLUME 419355.862 3737899.174 44.15 LOCATION L0007127 VOLUME 419375.861 3737899.388 43.58 LOCATION L0007128 VOLUME 419395.860 3737899.602 42.99 LOCATION L0007129 VOLUME 419415.859 3737899.816 42.41 LOCATION L0007130 VOLUME 419435.858 3737900.030 41.89 LOCATION L0007131 VOLUME 419455.856 3737900.244 41.50 LOCATION L0007132 VOLUME 419475.855 3737900.458 41.24 LOCATION L0007133 VOLUME 419495.854 3737900.672 41.09 LOCATION L0007134 VOLUME 419515.853 3737900.886 40.99 LOCATION L0007135 VOLUME 419535.852 3737901.100 40.86 LOCATION L0007136 VOLUME 419555.851 3737901.314 40.71 LOCATION L0007137 VOLUME 419575.850 3737901.528 40.58 LOCATION L0007138 VOLUME 419595.848 3737901.742 40.46 Page 8 LOCATION L0007139 LOCATION L0007140 LOCATION L0007141 LOCATION L0007142 LOCATION L0007143 LOCATION L0007144 LOCATION L0007145 LOCATION L0007146 LOCATION L0007147 LOCATION L0007148 LOCATION L0007149 LOCATION L0007150 LOCATION L0007151 LOCATION L0007152 LOCATION L0007153 LOCATION L0007154 LOCATION L0007155 LOCATION L0007156 LOCATION L0007157 LOCATION L0007158 LOCATION L0007159 LOCATION L0007160 ** End of LINE VOLUME Sou ** Source Parameters ** ** LINE VOLUME Source SRCPARAM L0006931 SRCPARAM L0006932 SRCPARAM L0006933 SRCPARAM L0006934 SRCPARAM L0006935 SRCPARAM L0006936 SRCPARAM L0006937 SRCPARAM L0006938 SRCPARAM L0006939 SRCPARAM L0006940 SRCPARAM L0006941 SRCPARAM L0006942 SRCPARAM L0006943 SRCPARAM L0006944 SRCPARAM L0006945 SRCPARAM L0006946 SRCPARAM L0006947 SRCPARAM L0006948 SRCPARAM L0006949 SRCPARAM L0006950 SRCPARAM L0006951 SRCPARAM L0006952 SRCPARAM L0006953 VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME rce ID = MainPlace_1.5m.ADO 419615.847 3737901.956 40.39 419635.846 3737902.169 40.33 419655.845 3737902.383 40.28 419675.844 3737902.597 40.68 419695.843 3737902.811 41.36 419715.842 3737903.025 40.59 419735.840 3737903.239 40.75 419755.838 3737903.011 41.13 419775.836 3737902.714 41.61 419795.834 3737902.418 42.19 419815.832 3737902.122 42.79 419835.830 3737901.825 43.40 419855.827 3737901.529 44.00 419875.825 3737901.232 44.59 419895.823 3737900.936 45.19 419915.821 3737900.640 45.80 419935.819 3737900.343 46.39 419955.816 3737900.047 47.00 419975.814 3737899.750 47.61 419995.812 3737899.454 48.20 420015.810 3737899.158 48.81 420035.808 3737898.861 49.42 SLINE5 L 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 0.0000248718 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 Page 9 MainPlace_1.5m.ADO SRCPARAM L0006954 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006955 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006956 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006957 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006958 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006959 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006960 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006961 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006962 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006963 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006964 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006965 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006966 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006967 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006968 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006969 0.0000248718 3.70 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE2 SRCPARAM L0006970 0.000004079 3.70 9.30 2.84 SRCPARAM L0006971 0.000004079 3.70 9.30 2.84 SRCPARAM L0006972 0.000004079 3.70 9.30 2.84 SRCPARAM L0006973 0.000004079 3.70 9.30 2.84 SRCPARAM L0006974 0.000004079 3.70 9.30 2.84 SRCPARAM L0006975 0.000004079 3.70 9.30 2.84 SRCPARAM L0006976 0.000004079 3.70 9.30 2.84 SRCPARAM L0006977 0.000004079 3.70 9.30 2.84 SRCPARAM L0006978 0.000004079 3.70 9.30 2.84 SRCPARAM L0006979 0.000004079 3.70 9.30 2.84 SRCPARAM L0006980 0.000004079 3.70 9.30 2.84 SRCPARAM L0006981 0.000004079 3.70 9.30 2.84 SRCPARAM L0006982 0.000004079 3.70 9.30 2.84 SRCPARAM L0006983 0.000004079 3.70 9.30 2.84 SRCPARAM L0006984 0.000004079 3.70 9.30 2.84 SRCPARAM L0006985 0.000004079 3.70 9.30 2.84 SRCPARAM L0006986 0.000004079 3.70 9.30 2.84 SRCPARAM L0006987 0.000004079 3.70 9.30 2.84 SRCPARAM L0006988 0.000004079 3.70 9.30 2.84 SRCPARAM L0006989 0.000004079 3.70 9.30 2.84 SRCPARAM L0006990 0.000004079 3.70 9.30 2.84 SRCPARAM L0006991 0.000004079 3.70 9.30 2.84 SRCPARAM L0006992 0.000004079 3.70 9.30 2.84 SRCPARAM L0006993 0.000004079 3.70 9.30 2.84 SRCPARAM L0006994 0.000004079 3.70 9.30 2.84 SRCPARAM L0006995 0.000004079 3.70 9.30 2.84 SRCPARAM L0006996 0.000004079 3.70 9.30 2.84 SRCPARAM L0006997 0.000004079 3.70 9.30 2.84 SRCPARAM L0006998 0.000004079 3.70 9.30 2.84 SRCPARAM L0006999 0.000004079 3.70 9.30 2.84 Page 10 DO ** ** LINE VOLUME Source ID = SLINE3 Page 11 MainPlace_1.5m.ADO SRCPARAM L0000480 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000481 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000482 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000483 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000484 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000485 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000486 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000487 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000488 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000489 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000490 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000491 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000492 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000493 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000494 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000495 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000496 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000497 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000498 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000499 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000500 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000501 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000502 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000503 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000504 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000505 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000506 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000507 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000508 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000509 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000510 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000511 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000512 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000513 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000514 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000515 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000516 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000517 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000518 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000519 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000520 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000521 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000522 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000523 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000524 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000525 0.0000003352 3.70 13.02 2.84 ** ** LINE VOLUME Source ID = SLINE4 Page 12 MainPlace_1.5m.ADO SRCPARAM L0007046 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007047 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007048 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007049 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007050 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007051 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007052 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007053 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007054 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007055 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007056 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007057 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007058 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007059 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007060 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007061 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007062 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007063 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007064 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007065 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007066 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007067 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007068 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007069 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007070 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007071 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007072 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007073 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007074 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007075 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007076 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007077 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007078 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007079 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007080 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007081 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007082 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007083 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007084 0.0000248718 0.00 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE5 SRCPARAM L0007085 0.000004079 3.70 9.30 2.84 SRCPARAM L0007086 0.000004079 3.70 9.30 2.84 SRCPARAM L0007087 0.000004079 3.70 9.30 2.84 SRCPARAM L0007088 0.000004079 3.70 9.30 2.84 SRCPARAM L0007089 0.000004079 3.70 9.30 2.84 SRCPARAM L0007090 0.000004079 3.70 9.30 2.84 SRCPARAM L0007091 0.000004079 3.70 9.30 2.84 Page 13 MainPlace_1.5m.ADO SRCGROUP SRCGPI L0000515 L0000516 L0000517 L0000518 L0000519 L0000520 SRCGROUP SRCGPI L0000521 L0000522 L0000523 L0000524 L0000525 L0007046 SRCGROUP SRCGPI L0007047 L0007048 L0007049 L0007050 L0007051 L0007052 SRCGROUP SRCGPI L0007053 L0007054 L0007055 L0007056 L0007057 L0007058 SRCGROUP SRCGPI L0007059 L0007060 L0007061 L0007062 L0007063 L0007064 SRCGROUP SRCGPI L0007065 L0007066 L0007067 L0007068 L0007069 L0007070 SRCGROUP SRCGPI L0007071 L0007072 L0007073 L0007074 L0007075 L0007076 SRCGROUP SRCGPI L0007077 L0007078 L0007079 L0007080 L0007081 L0007082 SRCGROUP SRCGPI L0007083 L0007084 L0007085 L0007086 L0007087 L0007088 SRCGROUP SRCGPI L0007089 L0007090 L0007091 L0007092 L0007093 L0007094 SRCGROUP SRCGPI L0007095 L0007096 L0007097 L0007098 L0007099 L0007100 SRCGROUP SRCGPI L0007101 L0007102 L0007103 L0007104 L0007105 L0007106 SRCGROUP SRCGPI L0007107 L0007108 L0007109 L0007110 L0007111 L0007112 SRCGROUP SRCGPI L0007113 L0007114 L0007115 L0007116 L0007117 L0007118 SRCGROUP SRCGPI L0007119 L0007120 L0007121 L0007122 L0007123 L0007124 SRCGROUP SRCGPI L0007125 L0007126 L0007127 L0007128 L0007129 L0007130 SRCGROUP SRCGPI L0007131 L0007132 L0007133 L0007134 L0007135 L0007136 SRCGROUP SRCGPI L0007137 L0007138 L0007139 L0007140 L0007141 L0007142 SRCGROUP SRCGPI L0007143 L0007144 L0007145 L0007146 L0007147 L0007148 SRCGROUP SRCGPI L0007149 L0007150 L0007151 L0007152 L0007153 L0007154 SRCGROUP SRCGPI L0007155 L0007156 L0007157 L0007158 L0007159 L0007160 SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED MainPlace_r.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE KSNA_V9_ADIU\KSNA_v9.SFC PROFFILE KSNA_V9_ADIU\KSNA_v9.PFL SURFDATA 93184 2012 UAIRDATA 3190 2012 PROFBASE 17.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway Page 16 MainPlace_1.5m.ADO **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto -Generated Plotfiles PLOTFILE 1 ALL 1ST MAINPLACE_R.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST MAINPLACE_R.AD\24H1GALL.PLT 32 PLOTFILE 1 SRCGPI 1ST MAINPLACE_R.AD\01H1GO01.PLT 33 PLOTFILE 24 SRCGPI 1ST MAINPLACE_R.AD\24H1G001.PLT 34 PLOTFILE ANNUAL ALL MAINPLACE_R.AD\AN00GALL.PLT 35 PLOTFILE ANNUAL SRCGPI MAINPLACE_R.AD\AN00G000.PLT 36 SUMMFILE MainPlace_r.sum OU FINISHED *** Message Summary For AERMOD Model Setup *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 0 Informational Message(s) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET *********************************** *** SETUP Finishes Successfully *** *********************************** T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 1 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 17 MainPlace 1.5m.ADO *** MODEL SETUP OPTIONS SUMMARY *** **Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIC -- **NO GAS DEPOSITION Data Provided. **NO PARTICLE DEPOSITION Data Provided. **Model Uses NO DRY DEPLETION. DRYDPLT = F **Model Uses NO WET DEPLETION. WETDPLT = F **Model Uses URBAN Dispersion Algorithm for the SBL for 276 Source(s), for Total of 1 Urban Area(s): Urban Population = 3010232.0 ; Urban Roughness Length = 1.000 m **Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay. 6. Urban Roughness Length of 1.0 Meter Assumed. **Other Options Specified: ADJ_U* - Use ADJ_U* option for SBL in AERMET CCVR_Sub - Meteorological data includes CCVR substitutions TEMP —Sub - Meteorological data includes TEMP substitutions **Model Accepts FLAGPOLE Receptor Heights. **The User Specified a Pollutant Type of: PM_10 **Model Calculates 2 Short Term Average(s) of: 1-HR 24-HR and Calculates ANNUAL Averages **This Run Includes: 276 Source(s); 2 Source Group(s); and 536 Receptor(s) with: 0 POINT(s), including 0 POINTCAP(s) and 0 POINTHOR(s) and: 276 VOLUME source(s) and: 0 AREA type source(s) and: 0 LINE source(s) and: 0 OPENPIT source(s) and: 0 BUOYANT LINE source(s) with 0 line(s) Page 18 MainPlace 1.5m.ADO **Model Set To Continue RUNning After the Setup Testing. **The AERMET Input Meteorological Data Version Date: 16216 **Output Options Selected: Model Outputs Tables of ANNUAL Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword) **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours **Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 17.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07 Output Units = MICROGRAMS/M**3 **Approximate Storage Requirements of Model = 3.7 MB of RAM. **Input Runstream File: aermod.inp **Output Print File: aermod.out **Detailed Error/Message File: MainPlace_r.err **File for Summary of Results: MainPlace_r.sum T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 2 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** Page 19 MainPlace 1.5m.ADO NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006931 - - - - 0 - - - - 0.24872E-04 - - - - - 419622.0 3736800.9 39.7 3.70 18.60 2.84 YES L0006932 0 0.24872E-04 419603.6 3736836.5 41.0 3.70 18.60 2.84 YES L0006933 0 0.24872E-04 419585.2 3736872.0 42.1 3.70 18.60 2.84 YES L0006934 0 0.24872E-04 419566.9 3736907.5 43.3 3.70 18.60 2.84 YES L0006935 0 0.24872E-04 419546.9 3736942.1 44.3 3.70 18.60 2.84 YES L0006936 0 0.24872E-04 419524.9 3736975.5 45.1 3.70 18.60 2.84 YES L0006937 0 0.24872E-04 419502.9 3737008.9 45.6 3.70 18.60 2.84 YES L0006938 0 0.24872E-04 419480.9 3737042.3 46.0 3.70 18.60 2.84 YES L0006939 0 0.24872E-04 419458.9 3737075.7 46.3 3.70 18.60 2.84 YES L0006940 0 0.24872E-04 419436.9 3737109.1 46.3 3.70 18.60 2.84 YES L0006941 0 0.24872E-04 419414.9 3737142.5 45.5 3.70 18.60 2.84 YES L0006942 0 0.24872E-04 419392.9 3737175.9 42.3 3.70 18.60 2.84 YES L0006943 0 0.24872E-04 419370.9 3737209.3 45.0 3.70 18.60 2.84 YES L0006944 0 0.24872E-04 419348.8 3737242.7 45.3 3.70 18.60 2.84 YES L0006945 0 0.24872E-04 419326.5 3737275.9 45.0 3.70 18.60 2.84 YES L0006946 0 0.24872E-04 419304.2 3737309.1 44.7 3.70 18.60 2.84 YES L0006947 0 0.24872E-04 419281.9 3737342.3 44.4 3.70 18.60 2.84 YES L0006948 0 0.24872E-04 419259.5 3737375.5 44.1 3.70 18.60 2.84 YES L0006949 0 0.24872E-04 419237.2 3737408.7 43.8 3.70 18.60 2.84 YES Page 20 MainPlace 1.5m.ADO L0006950 0 0.24872E-04 419214.8 3737441.8 43.6 3.70 18.60 2.84 YES L0006951 0 0.24872E-04 419192.5 3737475.0 43.4 3.70 18.60 2.84 YES L0006952 0 0.24872E-04 419170.2 3737508.2 43.3 3.70 18.60 2.84 YES L0006953 0 0.24872E-04 419147.8 3737541.4 43.3 3.70 18.60 2.84 YES L0006954 0 0.24872E-04 419125.5 3737574.6 43.2 3.70 18.60 2.84 YES L0006955 0 0.24872E-04 419103.2 3737607.7 43.1 3.70 18.60 2.84 YES L0006956 0 0.24872E-04 419080.8 3737640.9 43.0 3.70 18.60 2.84 YES L0006957 0 0.24872E-04 419058.3 3737674.0 42.9 3.70 18.60 2.84 YES L0006958 0 0.24872E-04 419035.9 3737707.1 42.8 3.70 18.60 2.84 YES L0006959 0 0.24872E-04 419013.4 3737740.2 42.6 3.70 18.60 2.84 YES L0006960 0 0.24872E-04 418991.0 3737773.3 42.7 3.70 18.60 2.84 YES L0006961 0 0.24872E-04 418968.5 3737806.4 42.8 3.70 18.60 2.84 YES L0006962 0 0.24872E-04 418946.1 3737839.5 42.8 3.70 18.60 2.84 YES L0006963 0 0.24872E-04 418923.6 3737872.6 42.8 3.70 18.60 2.84 YES L0006964 0 0.24872E-04 418901.1 3737905.7 42.2 3.70 18.60 2.84 YES L0006965 0 0.24872E-04 418876.1 3737936.8 42.1 3.70 18.60 2.84 YES L0006966 0 0.24872E-04 418848.5 3737965.7 42.0 3.70 18.60 2.84 YES L0006967 0 0.24872E-04 418820.9 3737994.6 41.9 3.70 18.60 2.84 YES L0006968 0 0.24872E-04 418793.2 3738023.5 41.9 3.70 18.60 2.84 YES L0006969 0 0.24872E-04 418765.6 3738052.4 42.0 3.70 18.60 2.84 YES L0006970 0 0.40790E-05 418543.4 3738009.9 45.3 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 3 Page 21 MainPlace_1.5m.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006971 - - - - 0 - - - - 0.40790E-05 - - - - - 418563.4 3738010.0 45.8 3.70 9.30 2.84 YES L0006972 0 0.40790E-05 418583.4 3738010.1 46.4 3.70 9.30 2.84 YES L0006973 0 0.40790E-05 418603.4 3738010.2 47.0 3.70 9.30 2.84 YES L0006974 0 0.40790E-05 418623.4 3738010.4 47.6 3.70 9.30 2.84 YES L0006975 0 0.40790E-05 418643.4 3738010.5 48.0 3.70 9.30 2.84 YES L0006976 0 0.40790E-05 418663.4 3738010.6 47.8 3.70 9.30 2.84 YES L0006977 0 0.40790E-05 418683.4 3738010.7 47.2 3.70 9.30 2.84 YES L0006978 0 0.40790E-05 418703.4 3738010.9 45.6 3.70 9.30 2.84 YES L0006979 0 0.40790E-05 418723.4 3738009.6 43.9 3.70 9.30 2.84 YES L0006980 0 0.40790E-05 418743.3 3738008.0 42.4 3.70 9.30 2.84 YES L0006981 0 0.40790E-05 418763.3 3738006.3 41.6 3.70 9.30 2.84 YES L0006982 0 0.40790E-05 418783.2 3738004.7 41.6 3.70 9.30 2.84 YES L0006983 0 0.40790E-05 418803.1 3738003.0 41.8 3.70 9.30 2.84 YES L0006984 0 0.40790E-05 418823.1 3738001.4 42.0 3.70 9.30 2.84 YES L0006985 0 0.40790E-05 418843.0 3737999.7 42.4 3.70 9.30 2.84 YES L0006986 0 0.40790E-05 418862.9 3737998.1 42.5 3.70 9.30 2.84 YES L0006987 0 0.40790E-05 418882.8 3737996.4 42.9 3.70 9.30 2.84 YES Page 22 MainPlace 1.5m.ADO L0006988 0 0.40790E-05 418902.8 3737994.8 45.1 3.70 9.30 2.84 YES L0006989 0 0.40790E-05 418922.7 3737993.5 49.4 3.70 9.30 2.84 YES L0006990 0 0.40790E-05 418942.7 3737992.9 51.3 3.70 9.30 2.84 YES L0006991 0 0.40790E-05 418962.7 3737992.2 51.8 3.70 9.30 2.84 YES L0006992 0 0.40790E-05 418982.7 3737991.5 52.0 3.70 9.30 2.84 YES L0006993 0 0.40790E-05 419002.7 3737990.9 51.5 3.70 9.30 2.84 YES L0006994 0 0.40790E-05 419022.6 3737989.4 49.0 3.70 9.30 2.84 YES L0006995 0 0.40790E-05 419042.2 3737985.7 48.2 3.70 9.30 2.84 YES L0006996 0 0.40790E-05 419061.9 3737982.0 48.2 3.70 9.30 2.84 YES L0006997 0 0.40790E-05 419081.5 3737978.3 48.3 3.70 9.30 2.84 YES L0006998 0 0.40790E-05 419101.2 3737974.6 49.5 3.70 9.30 2.84 YES L0006999 0 0.40790E-05 419120.9 3737970.9 49.9 3.70 9.30 2.84 YES L0007000 0 0.40790E-05 419140.5 3737967.1 49.1 3.70 9.30 2.84 YES L0007001 0 0.40790E-05 419160.2 3737963.4 47.8 3.70 9.30 2.84 YES L0007002 0 0.40790E-05 419179.8 3737959.7 47.1 3.70 9.30 2.84 YES L0007003 0 0.40790E-05 419199.5 3737956.0 46.8 3.70 9.30 2.84 YES L0007004 0 0.40790E-05 419219.1 3737952.3 47.0 3.70 9.30 2.84 YES L0007005 0 0.40790E-05 419238.8 3737948.6 47.3 3.70 9.30 2.84 YES L0007006 0 0.40790E-05 419258.4 3737944.9 47.2 3.70 9.30 2.84 YES L0007007 0 0.40790E-05 419278.1 3737941.1 45.6 3.70 9.30 2.84 YES L0007008 0 0.40790E-05 419297.7 3737937.4 44.6 3.70 9.30 2.84 YES L0007009 0 0.40790E-05 419317.6 3737934.9 44.0 3.70 9.30 2.84 YES L0007010 0 0.40790E-05 419337.4 3737932.5 43.5 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 Page 23 MainPlace_1.5m.ADO *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 4 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007011 - - - - 0 - - - - 0.40790E-05 - - - - - 419357.3 3737930.2 43.1 3.70 9.30 2.84 YES L0007012 0 0.40790E-05 419377.2 3737929.5 42.6 3.70 9.30 2.84 YES L0007013 0 0.40790E-05 419397.2 3737929.3 42.1 3.70 9.30 2.84 YES L0007014 0 0.40790E-05 419417.2 3737929.1 41.6 3.70 9.30 2.84 YES L0007015 0 0.40790E-05 419437.2 3737928.8 41.1 3.70 9.30 2.84 YES L0007016 0 0.40790E-05 419457.2 3737928.6 40.8 3.70 9.30 2.84 YES L0007017 0 0.40790E-05 419477.2 3737928.3 40.6 3.70 9.30 2.84 YES L0007018 0 0.40790E-05 419497.2 3737928.1 40.5 3.70 9.30 2.84 YES L0007019 0 0.40790E-05 419517.2 3737927.9 40.4 3.70 9.30 2.84 YES L0007020 0 0.40790E-05 419537.2 3737927.6 40.4 3.70 9.30 2.84 YES L0007021 0 0.40790E-05 419557.2 3737927.4 40.3 3.70 9.30 2.84 YES L0007022 0 0.40790E-05 419577.2 3737927.2 40.3 3.70 9.30 2.84 YES L0007023 0 0.40790E-05 419597.2 3737926.9 40.3 3.70 9.30 2.84 YES L0007024 0 0.40790E-05 419617.2 3737926.7 40.2 3.70 9.30 2.84 YES L0007025 0 0.40790E-05 419637.2 3737926.4 40.2 3.70 9.30 2.84 YES Page 24 MainPlace 1.5m.AD0 L0007026 0 0.40790E-05 419657.2 3737926.2 40.1 3.70 9.30 2.84 YES L0007027 0 0.40790E-05 419677.2 3737926.0 41.6 3.70 9.30 2.84 YES L0007028 0 0.40790E-05 419697.2 3737925.7 43.1 3.70 9.30 2.84 YES L0007029 0 0.40790E-05 419717.2 3737925.5 40.5 3.70 9.30 2.84 YES L0007030 0 0.40790E-05 419737.2 3737925.4 40.6 3.70 9.30 2.84 YES L0007031 0 0.40790E-05 419757.2 3737925.4 41.0 3.70 9.30 2.84 YES L0007032 0 0.40790E-05 419777.2 3737925.3 41.5 3.70 9.30 2.84 YES L0007033 0 0.40790E-05 419797.2 3737925.2 42.0 3.70 9.30 2.84 YES L0007034 0 0.40790E-05 419817.2 3737925.1 42.6 3.70 9.30 2.84 YES L0007035 0 0.40790E-05 419837.2 3737925.0 43.2 3.70 9.30 2.84 YES L0007036 0 0.40790E-05 419857.2 3737924.9 43.8 3.70 9.30 2.84 YES L0007037 0 0.40790E-05 419877.2 3737924.8 44.4 3.70 9.30 2.84 YES L0007038 0 0.40790E-05 419897.2 3737924.7 45.0 3.70 9.30 2.84 YES L0007039 0 0.40790E-05 419917.2 3737924.6 45.6 3.70 9.30 2.84 YES L0007040 0 0.40790E-05 419937.2 3737924.5 46.2 3.70 9.30 2.84 YES L0007041 0 0.40790E-05 419957.2 3737924.4 46.8 3.70 9.30 2.84 YES L0007042 0 0.40790E-05 419977.2 3737924.3 47.4 3.70 9.30 2.84 YES L0007043 0 0.40790E-05 419997.2 3737924.2 48.0 3.70 9.30 2.84 YES L0007044 0 0.40790E-05 420017.2 3737924.2 48.6 3.70 9.30 2.84 YES L0007045 0 0.40790E-05 420037.2 3737924.1 49.1 3.70 9.30 2.84 YES L0000480 0 0.33520E-06 419690.7 3738136.0 47.3 3.70 13.02 2.84 YES L0000481 0 0.33520E-06 419690.7 3738108.0 47.4 3.70 13.02 2.84 YES L0000482 0 0.33520E-06 419690.7 3738080.0 47.4 3.70 13.02 2.84 YES L0000483 0 0.33520E-06 419690.7 3738052.0 47.4 3.70 13.02 2.84 YES Page 25 MainPlace 1.5m.ADO L0000484 0 0.33520E-06 419690.7 3738024.0 47.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 5 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000485 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3737996.0 47.3 3.70 13.02 2.84 YES L0000486 0 0.33520E-06 419690.7 3737968.0 47.3 3.70 13.02 2.84 YES L0000487 0 0.33520E-06 419690.7 3737940.0 44.9 3.70 13.02 2.84 YES L0000488 0 0.33520E-06 419690.7 3737912.0 42.2 3.70 13.02 2.84 YES L0000489 0 0.33520E-06 419690.7 3737884.0 44.6 3.70 13.02 2.84 YES L0000490 0 0.33520E-06 419690.7 3737856.0 47.2 3.70 13.02 2.84 YES L0000491 0 0.33520E-06 419690.7 3737828.0 47.1 3.70 13.02 2.84 YES L0000492 0 0.33520E-06 419690.7 3737800.0 47.0 3.70 13.02 2.84 YES L0000493 0 0.33520E-06 419690.7 3737772.0 47.0 3.70 13.02 2.84 YES L0000494 0 0.33520E-06 419690.7 3737744.0 47.0 3.70 13.02 2.84 YES L0000495 0 0.33520E-06 419690.7 3737716.0 46.9 3.70 13.02 2.84 YES L0000496 0 0.33520E-06 419690.7 3737688.0 47.1 3.70 13.02 2.84 YES L0000497 0 0.33520E-06 419690.7 3737660.0 47.2 3.70 13.02 2.84 YES Page 26 MainPlace 1.5m.AD0 L0000498 0 0.33520E-06 419690.7 3737632.0 47.1 3.70 13.02 2.84 YES L0000499 0 0.33520E-06 419690.7 3737604.0 47.1 3.70 13.02 2.84 YES L0000500 0 0.33520E-06 419690.7 3737576.0 47.2 3.70 13.02 2.84 YES L0000501 0 0.33520E-06 419690.7 3737548.0 47.3 3.70 13.02 2.84 YES L0000502 0 0.33520E-06 419690.7 3737520.0 47.3 3.70 13.02 2.84 YES L0000503 0 0.33520E-06 419690.7 3737492.0 47.3 3.70 13.02 2.84 YES L0000504 0 0.33520E-06 419690.7 3737464.0 47.3 3.70 13.02 2.84 YES L0000505 0 0.33520E-06 419690.7 3737436.0 47.3 3.70 13.02 2.84 YES L0000506 0 0.33520E-06 419690.7 3737408.0 47.2 3.70 13.02 2.84 YES L0000507 0 0.33520E-06 419690.7 3737380.0 47.0 3.70 13.02 2.84 YES L0000508 0 0.33520E-06 419690.7 3737352.0 46.9 3.70 13.02 2.84 YES L0000509 0 0.33520E-06 419690.7 3737324.0 46.8 3.70 13.02 2.84 YES L0000510 0 0.33520E-06 419690.7 3737296.0 46.7 3.70 13.02 2.84 YES L0000511 0 0.33520E-06 419690.7 3737268.0 46.7 3.70 13.02 2.84 YES L0000512 0 0.33520E-06 419690.7 3737240.0 46.7 3.70 13.02 2.84 YES L0000513 0 0.33520E-06 419690.7 3737212.0 46.6 3.70 13.02 2.84 YES L0000514 0 0.33520E-06 419690.7 3737184.0 46.7 3.70 13.02 2.84 YES L0000515 0 0.33520E-06 419690.7 3737156.0 46.6 3.70 13.02 2.84 YES L0000516 0 0.33520E-06 419690.7 3737128.0 44.5 3.70 13.02 2.84 YES L0000517 0 0.33520E-06 419690.7 3737100.0 41.7 3.70 13.02 2.84 YES L0000518 0 0.33520E-06 419690.7 3737072.0 46.9 3.70 13.02 2.84 YES L0000519 0 0.33520E-06 419690.7 3737044.0 47.0 3.70 13.02 2.84 YES L0000520 0 0.33520E-06 419690.7 3737016.0 46.6 3.70 13.02 2.84 YES L0000521 0 0.33520E-06 419690.7 3736988.0 46.6 3.70 13.02 2.84 YES Page 27 MainPlace 1.5m.ADO L0000522 0 0.33520E-06 419690.7 3736960.0 46.9 3.70 13.02 2.84 YES L0000523 0 0.33520E-06 419690.7 3736932.0 47.2 3.70 13.02 2.84 YES L0000524 0 0.33520E-06 419690.7 3736904.0 46.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 6 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000525 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3736876.0 43.4 3.70 13.02 2.84 YES L0007046 0 0.24872E-04 419654.6 3736806.3 38.3 0.00 18.60 2.84 YES L0007047 0 0.24872E-04 419637.0 3736842.2 39.5 0.00 18.60 2.84 YES L0007048 0 0.24872E-04 419619.3 3736878.1 40.9 0.00 18.60 2.84 YES L0007049 0 0.24872E-04 419599.6 3736912.8 42.2 0.00 18.60 2.84 YES L0007050 0 0.24872E-04 419577.7 3736946.3 43.8 0.00 18.60 2.84 YES L0007051 0 0.24872E-04 419555.8 3736979.7 47.5 0.00 18.60 2.84 YES L0007052 0 0.24872E-04 419533.9 3737013.2 46.0 0.00 18.60 2.84 YES L0007053 0 0.24872E-04 419512.1 3737046.7 45.8 0.00 18.60 2.84 YES L0007054 0 0.24872E-04 419490.2 3737080.2 46.2 0.00 18.60 2.84 YES L0007055 0 0.24872E-04 419468.3 3737113.7 46.4 0.00 18.60 2.84 YES Page 28 MainPlace 1.5m.AD0 L0007056 0 0.24872E-04 419446.4 3737147.2 46.2 0.00 18.60 2.84 YES L0007057 0 0.24872E-04 419424.5 3737180.7 42.8 0.00 18.60 2.84 YES L0007058 0 0.24872E-04 419402.3 3737213.9 44.1 0.00 18.60 2.84 YES L0007059 0 0.24872E-04 419379.0 3737246.4 45.7 0.00 18.60 2.84 YES L0007060 0 0.24872E-04 419355.7 3737278.9 45.4 0.00 18.60 2.84 YES L0007061 0 0.24872E-04 419332.4 3737311.5 45.1 0.00 18.60 2.84 YES L0007062 0 0.24872E-04 419310.0 3737344.6 44.8 0.00 18.60 2.84 YES L0007063 0 0.24872E-04 419288.1 3737378.0 44.5 0.00 18.60 2.84 YES L0007064 0 0.24872E-04 419266.2 3737411.5 44.1 0.00 18.60 2.84 YES L0007065 0 0.24872E-04 419244.4 3737445.0 43.9 0.00 18.60 2.84 YES L0007066 0 0.24872E-04 419222.5 3737478.5 43.7 0.00 18.60 2.84 YES L0007067 0 0.24872E-04 419200.6 3737512.0 43.6 0.00 18.60 2.84 YES L0007068 0 0.24872E-04 419178.8 3737545.5 43.5 0.00 18.60 2.84 YES L0007069 0 0.24872E-04 419156.7 3737578.9 43.4 0.00 18.60 2.84 YES L0007070 0 0.24872E-04 419134.6 3737612.2 43.3 0.00 18.60 2.84 YES L0007071 0 0.24872E-04 419112.4 3737645.5 43.2 0.00 18.60 2.84 YES L0007072 0 0.24872E-04 419090.3 3737678.8 43.2 0.00 18.60 2.84 YES L0007073 0 0.24872E-04 419068.3 3737712.2 43.1 0.00 18.60 2.84 YES L0007074 0 0.24872E-04 419046.2 3737745.6 43.0 0.00 18.60 2.84 YES L0007075 0 0.24872E-04 419024.2 3737779.0 43.1 0.00 18.60 2.84 YES L0007076 0 0.24872E-04 419002.1 3737812.4 42.9 0.00 18.60 2.84 YES L0007077 0 0.24872E-04 418977.8 3737844.0 42.8 0.00 18.60 2.84 YES L0007078 0 0.24872E-04 418952.5 3737875.0 42.6 0.00 18.60 2.84 YES L0007079 0 0.24872E-04 418927.1 3737905.9 42.5 0.00 18.60 2.84 YES Page 29 MainPlace_1.5m.ADO L0007080 0 0.24872E-04 418901.7 3737936.8 2.84 YES L0007081 0 0.24872E-04 418876.4 3737967.8 2.84 YES L0007082 0 0.24872E-04 418851.0 3737998.7 2.84 YES L0007083 0 0.24872E-04 418825.6 3738029.6 2.84 YES L0007084 0 0.24872E-04 418800.3 3738060.6 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 42.4 0.00 18.60 42.5 0.00 18.60 42.4 0.00 18.60 42.3 0.00 18.60 42.3 0.00 18.60 PAGE 7 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 12/29/18 *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007085 - - - - 0 - - - - 0.40790E-05 - - - - - 418544.1 3737984.9 45.3 3.70 9.30 2.84 YES L0007086 0 0.40790E-05 418564.1 3737984.8 45.8 3.70 9.30 2.84 YES L0007087 0 0.40790E-05 418584.1 3737984.7 46.4 3.70 9.30 2.84 YES L0007088 0 0.40790E-05 418604.1 3737984.6 47.0 3.70 9.30 2.84 YES L0007089 0 0.40790E-05 418624.1 3737984.5 47.6 3.70 9.30 2.84 YES L0007090 0 0.40790E-05 418644.1 3737984.5 48.1 3.70 9.30 2.84 YES L0007091 0 0.40790E-05 418664.1 3737984.4 48.7 3.70 9.30 2.84 YES L0007092 0 0.40790E-05 418684.1 3737984.3 49.2 3.70 9.30 2.84 YES L0007093 0 0.40790E-05 418704.1 3737984.2 48.6 3.70 9.30 2.84 YES Page 30 MainPlace 1.5m.AD0 L0007094 0 0.40790E-05 418724.1 3737983.9 46.1 3.70 9.30 2.84 YES L0007095 0 0.40790E-05 418744.1 3737983.7 42.3 3.70 9.30 2.84 YES L0007096 0 0.40790E-05 418764.1 3737983.5 41.4 3.70 9.30 2.84 YES L0007097 0 0.40790E-05 418784.1 3737983.3 41.3 3.70 9.30 2.84 YES L0007098 0 0.40790E-05 418804.1 3737983.0 41.5 3.70 9.30 2.84 YES L0007099 0 0.40790E-05 418824.1 3737982.8 41.8 3.70 9.30 2.84 YES L0007100 0 0.40790E-05 418844.1 3737982.6 42.2 3.70 9.30 2.84 YES L0007101 0 0.40790E-05 418864.1 3737982.4 42.4 3.70 9.30 2.84 YES L0007102 0 0.40790E-05 418884.1 3737982.1 42.8 3.70 9.30 2.84 YES L0007103 0 0.40790E-05 418904.1 3737981.9 44.6 3.70 9.30 2.84 YES L0007104 0 0.40790E-05 418924.1 3737981.7 47.9 3.70 9.30 2.84 YES L0007105 0 0.40790E-05 418944.1 3737981.4 50.5 3.70 9.30 2.84 YES L0007106 0 0.40790E-05 418963.8 3737978.4 51.0 3.70 9.30 2.84 YES L0007107 0 0.40790E-05 418983.4 3737974.4 51.0 3.70 9.30 2.84 YES L0007108 0 0.40790E-05 419003.0 3737970.4 51.0 3.70 9.30 2.84 YES L0007109 0 0.40790E-05 419022.6 3737966.5 51.0 3.70 9.30 2.84 YES L0007110 0 0.40790E-05 419042.2 3737962.5 50.9 3.70 9.30 2.84 YES L0007111 0 0.40790E-05 419061.8 3737958.5 50.0 3.70 9.30 2.84 YES L0007112 0 0.40790E-05 419081.4 3737954.5 49.2 3.70 9.30 2.84 YES L0007113 0 0.40790E-05 419101.0 3737950.6 48.3 3.70 9.30 2.84 YES L0007114 0 0.40790E-05 419120.6 3737946.6 48.2 3.70 9.30 2.84 YES L0007115 0 0.40790E-05 419140.2 3737942.6 48.6 3.70 9.30 2.84 YES L0007116 0 0.40790E-05 419159.8 3737938.6 49.1 3.70 9.30 2.84 YES L0007117 0 0.40790E-05 419179.4 3737934.7 48.8 3.70 9.30 2.84 YES Page 31 MainPlace_1.5m.ADO L0007118 0 0.40790E-05 419199.0 3737930.7 48.2 3.70 9.30 2.84 YES L0007119 0 0.40790E-05 419218.6 3737926.7 47.6 3.70 9.30 2.84 YES L0007120 0 0.40790E-05 419238.2 3737922.7 47.0 3.70 9.30 2.84 YES L0007121 0 0.40790E-05 419257.8 3737918.7 46.5 3.70 9.30 2.84 YES L0007122 0 0.40790E-05 419277.4 3737914.8 46.1 3.70 9.30 2.84 YES L0007123 0 0.40790E-05 419297.0 3737910.8 45.6 3.70 9.30 2.84 YES L0007124 0 0.40790E-05 419316.6 3737906.8 45.2 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 8 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007125 - - - - 0 - - - - 0.40790E-05 - - - - - 419336.2 3737902.8 44.6 3.70 9.30 2.84 YES L0007126 0 0.40790E-05 419355.9 3737899.2 44.1 3.70 9.30 2.84 YES L0007127 0 0.40790E-05 419375.9 3737899.4 43.6 3.70 9.30 2.84 YES L0007128 0 0.40790E-05 419395.9 3737899.6 43.0 3.70 9.30 2.84 YES L0007129 0 0.40790E-05 419415.9 3737899.8 42.4 3.70 9.30 2.84 YES L0007130 0 0.40790E-05 419435.9 3737900.0 41.9 3.70 9.30 2.84 YES L0007131 0 0.40790E-05 419455.9 3737900.2 41.5 3.70 9.30 2.84 YES Page 32 MainPlace 1.5m.AD0 L0007132 0 0.40790E-05 419475.9 3737900.5 41.2 3.70 9.30 2.84 YES L0007133 0 0.40790E-05 419495.9 3737900.7 41.1 3.70 9.30 2.84 YES L0007134 0 0.40790E-05 419515.9 3737900.9 41.0 3.70 9.30 2.84 YES L0007135 0 0.40790E-05 419535.9 3737901.1 40.9 3.70 9.30 2.84 YES L0007136 0 0.40790E-05 419555.9 3737901.3 40.7 3.70 9.30 2.84 YES L0007137 0 0.40790E-05 419575.8 3737901.5 40.6 3.70 9.30 2.84 YES L0007138 0 0.40790E-05 419595.8 3737901.7 40.5 3.70 9.30 2.84 YES L0007139 0 0.40790E-05 419615.8 3737902.0 40.4 3.70 9.30 2.84 YES L0007140 0 0.40790E-05 419635.8 3737902.2 40.3 3.70 9.30 2.84 YES L0007141 0 0.40790E-05 419655.8 3737902.4 40.3 3.70 9.30 2.84 YES L0007142 0 0.40790E-05 419675.8 3737902.6 40.7 3.70 9.30 2.84 YES L0007143 0 0.40790E-05 419695.8 3737902.8 41.4 3.70 9.30 2.84 YES L0007144 0 0.40790E-05 419715.8 3737903.0 40.6 3.70 9.30 2.84 YES L0007145 0 0.40790E-05 419735.8 3737903.2 40.8 3.70 9.30 2.84 YES L0007146 0 0.40790E-05 419755.8 3737903.0 41.1 3.70 9.30 2.84 YES L0007147 0 0.40790E-05 419775.8 3737902.7 41.6 3.70 9.30 2.84 YES L0007148 0 0.40790E-05 419795.8 3737902.4 42.2 3.70 9.30 2.84 YES L0007149 0 0.40790E-05 419815.8 3737902.1 42.8 3.70 9.30 2.84 YES L0007150 0 0.40790E-05 419835.8 3737901.8 43.4 3.70 9.30 2.84 YES L0007151 0 0.40790E-05 419855.8 3737901.5 44.0 3.70 9.30 2.84 YES L0007152 0 0.40790E-05 419875.8 3737901.2 44.6 3.70 9.30 2.84 YES L0007153 0 0.40790E-05 419895.8 3737900.9 45.2 3.70 9.30 2.84 YES L0007154 0 0.40790E-05 419915.8 3737900.6 45.8 3.70 9.30 2.84 YES L0007155 0 0.40790E-05 419935.8 3737900.3 46.4 3.70 9.30 2.84 YES Page 33 MainPlace 1.5m.ADO L0007156 0 0.40790E-05 419955.8 3737900.0 47.0 3.70 9.30 2.84 YES L0007157 0 0.40790E-05 419975.8 3737899.8 47.6 3.70 9.30 2.84 YES L0007158 0 0.40790E-05 419995.8 3737899.5 48.2 3.70 9.30 2.84 YES L0007159 0 0.40790E-05 420015.8 3737899.2 48.8 3.70 9.30 2.84 YES L0007160 0 0.40790E-05 420035.8 3737898.9 49.4 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 9 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs SRCGPI L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , Page 34 MainPlace_1.5m.ADO L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 10 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0006999 , L0007007 , L0007015 , L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , 12/29/18 *** SOURCE IDs DEFINING SOURCE GROUPS *** Page 35 MainPlace 1.5m.ADO SRCGROUP ID SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , Page 36 MainPlace 1.5m.ADO ALL L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 11 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , Page 37 MainPlace 1.5m.ADO L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , L0000525 , L0007046 , L0007047 , L0007048 L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 L0007082 , L0007083 , L0007084 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 12 Page 38 L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , L0007049 , L0007057 , L0007065 , L0007073 , L0007081 , 12/29/18 MainPlace_1.5m.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SOURCE IDs DEFINING SOURCE GROUPS *** SRCGROUP ID SOURCE IDs --------------------- L0007085 , L0007086 , L0007087 , L0007088 L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 13 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0007089 , L0007097 , L0007105 , L0007113 , L0007121 , L0007129 , L0007137 , L0007145 , , L0007153 12/29/18 *** SOURCE IDs DEFINED AS URBAN SOURCES Page 39 MainPlace 1.5m.ADO URBAN ID URBAN POP ----------------- SOURCE IDs 3010232. L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 , L0007023 , L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 , L0007031 , L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 , L0007039 , L0007040 , L0007041 , L0007042 , Page 40 MainPlace 1.5m.ADO L0007043 , L0007044 , L0007045 , L0000480 , L0000481 , L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 , L0000489 , L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 , L0000497 , L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 , L0000505 , L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 , L0000513 , L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 , L0000521 , L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 14 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** URBAN ID URBAN POP -------- --------- *** SOURCE IDs DEFINED AS URBAN SOURCES SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , Page 41 MainPlace 1.5m.ADO L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 15 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419394.8, 3737330.5, 44.5, 44.5, 1.5); ( 419414.8, 3737330.5, 44.7, 44.7, 1.5); ( 419434.8, 3737330.5, 44.9, 44.9, 1.5); ( 419454.8, 3737330.5, 45.1, 45.1, 1.5); ( 419474.8, 3737330.5, 45.3, 45.3, 1.5); ( 419494.8, 3737330.5, 45.3, 45.3, 1.5); ( 419514.8, 3737330.5, 45.3, 45.3, 1.5); ( 419534.8, Page 42 MainPlace 1.5m.AD0 3737330.5, 45.2, 45.2, 1.5); ( 419554.8, 3737330.5, 45.2, 45.2, 1.5); ( 419574.8, 3737330.5, 45.4, 45.4, 1.5); ( 419594.8, 3737330.5, 45.6, 45.6, 1.5); ( 419614.8, 3737330.5, 45.9, 45.9, 1.5); ( 419634.8, 3737330.5, 46.2, 46.2, 1.5); ( 419654.8, 3737330.5, 46.4, 46.4, 1.5); ( 419374.8, 3737350.5, 44.4, 44.4, 1.5); ( 419394.8, 3737350.5, 44.8, 44.8, 1.5); ( 419414.8, 3737350.5, 45.0, 45.0, 1.5); ( 419434.8, 3737350.5, 45.3, 45.3, 1.5); ( 419454.8, 3737350.5, 45.5, 45.5, 1.5); ( 419474.8, 3737350.5, 45.8, 45.8, 1.5); ( 419494.8, 3737350.5, 45.7, 45.7, 1.5); ( 419514.8, 3737350.5, 45.7, 45.7, 1.5); ( 419534.8, 3737350.5, 45.9, 45.9, 1.5); ( 419554.8, 3737350.5, 46.0, 46.0, 1.5); ( 419574.8, 3737350.5, 46.2, 46.2, 1.5); ( 419594.8, 3737350.5, 46.5, 46.5, 1.5); ( 419614.8, 3737350.5, 46.7, 46.7, 1.5); ( 419634.8, 3737350.5, 46.9, 46.9, 1.5); ( 419654.8, 3737350.5, 47.0, 47.0, 1.5); ( 419374.8, 3737370.5, 44.7, 44.7, 1.5); ( 419394.8, 3737370.5, 45.0, 45.0, 1.5); ( 419414.8, 3737370.5, 45.3, 45.3, 1.5); ( 419434.8, 3737370.5, 45.6, 45.6, 1.5); ( 419454.8, 3737370.5, 45.9, 45.9, 1.5); ( 419474.8, 3737370.5, 46.1, 46.1, 1.5); ( 419494.8, 3737370.5, 45.9, 45.9, 1.5); ( 419514.8, 3737370.5, 45.7, 45.7, 1.5); ( 419534.8, 3737370.5, 45.8, 45.8, 1.5); ( 419554.8, 3737370.5, 46.0, 46.0, 1.5); ( 419574.8, 3737370.5, 46.2, 46.2, 1.5); ( 419594.8, 3737370.5, 46.4, 46.4, 1.5); ( 419614.8, 3737370.5, 46.7, 46.7, 1.5); ( 419634.8, 3737370.5, 47.0, 47.0, 1.5); ( 419654.8, 3737370.5, 47.0, 47.0, 1.5); ( 419354.8, 3737390.5, 44.7, 44.7, 1.5); ( 419374.8, 3737390.5, 45.0, 45.0, 1.5); ( 419394.8, 3737390.5, 45.3, 45.3, 1.5); ( 419414.8, 3737390.5, 45.6, 45.6, 1.5); ( 419434.8, 3737390.5, 45.9, 45.9, 1.5); ( 419454.8, 3737390.5, 46.2, 46.2, 1.5); ( 419474.8, 3737390.5, 46.4, 46.4, 1.5); ( 419494.8, 3737390.5, 46.4, 46.4, 1.5); ( 419514.8, 3737390.5, 46.2, 46.2, 1.5); ( 419534.8, 3737390.5, 46.2, 46.2, 1.5); ( 419554.8, 3737390.5, 46.4, 46.4, 1.5); ( 419574.8, Page 43 MainPlace 1.5m.ADO 3737390.5, 46.6, 46.6, 1.5); ( 419594.8, 3737390.5, 46.8, 46.8, 1.5); ( 419614.8, 3737390.5, 47.0, 47.0, 1.5); ( 419634.8, 3737390.5, 47.0, 47.0, 1.5); ( 419654.8, 3737390.5, 47.0, 47.0, 1.5); ( 419354.8, 3737410.5, 45.2, 45.2, 1.5); ( 419374.8, 3737410.5, 45.3, 45.3, 1.5); ( 419394.8, 3737410.5, 45.6, 45.6, 1.5); ( 419414.8, 3737410.5, 45.9, 45.9, 1.5); ( 419434.8, 3737410.5, 46.2, 46.2, 1.5); ( 419454.8, 3737410.5, 46.5, 46.5, 1.5); ( 419474.8, 3737410.5, 46.8, 46.8, 1.5); ( 419494.8, 3737410.5, 46.9, 46.9, 1.5); ( 419514.8, 3737410.5, 47.0, 47.0, 1.5); ( 419534.8, 3737410.5, 47.0, 47.0, 1.5); ( 419554.8, 3737410.5, 47.1, 47.1, 1.5); ( 419574.8, 3737410.5, 47.2, 47.2, 1.5); ( 419594.8, 3737410.5, 47.3, 47.3, 1.5); ( 419614.8, 3737410.5, 47.2, 47.2, 1.5); ( 419634.8, 3737410.5, 47.1, 47.1, 1.5); ( 419654.8, 3737410.5, 46.9, 46.9, 1.5); ( 419334.8, 3737430.5, 45.2, 45.2, 1.5); ( 419354.8, 3737430.5, 45.6, 45.6, 1.5); ( 419374.8, 3737430.5, 45.7, 45.7, 1.5); ( 419394.8, 3737430.5, 46.0, 46.0, 1.5); ( 419414.8, 3737430.5, 46.3, 46.3, 1.5); ( 419434.8, 3737430.5, 46.6, 46.6, 1.5); ( 419454.8, 3737430.5, 47.1, 47.1, 1.5); ( 419474.8, 3737430.5, 47.3, 47.3, 1.5); ( 419494.8, 3737430.5, 47.3, 47.3, 1.5); ( 419514.8, 3737430.5, 47.3, 47.3, 1.5); ( 419534.8, 3737430.5, 47.4, 47.4, 1.5); ( 419554.8, 3737430.5, 47.3, 47.3, 1.5); ( 419574.8, 3737430.5, 47.3, 47.3, 1.5); ( 419594.8, 3737430.5, 47.1, 47.1, 1.5); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 16 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419614.8, 3737430.5, 46.8, 46.8, 1.5); ( 419634.8, Page 44 MainPlace 1.5m.AD0 3737430.5, 46.5, 46.5, 1.5); ( 419654.8, 3737430.5, 46.7, 46.7, 1.5); ( 419334.8, 3737450.5, 45.6, 45.6, 1.5); ( 419354.8, 3737450.5, 45.9, 45.9, 1.5); ( 419374.8, 3737450.5, 46.1, 46.1, 1.5); ( 419394.8, 3737450.5, 46.4, 46.4, 1.5); ( 419414.8, 3737450.5, 46.7, 46.7, 1.5); ( 419434.8, 3737450.5, 47.0, 47.0, 1.5); ( 419454.8, 3737450.5, 47.4, 47.4, 1.5); ( 419474.8, 3737450.5, 47.5, 47.5, 1.5); ( 419494.8, 3737450.5, 47.5, 47.5, 1.5); ( 419514.8, 3737450.5, 47.5, 47.5, 1.5); ( 419534.8, 3737450.5, 47.5, 47.5, 1.5); ( 419554.8, 3737450.5, 47.5, 47.5, 1.5); ( 419574.8, 3737450.5, 47.3, 47.3, 1.5); ( 419594.8, 3737450.5, 47.0, 47.0, 1.5); ( 419614.8, 3737450.5, 46.6, 46.6, 1.5); ( 419634.8, 3737450.5, 46.3, 46.3, 1.5); ( 419654.8, 3737450.5, 46.6, 46.6, 1.5); ( 419314.8, 3737470.5, 45.2, 45.2, 1.5); ( 419334.8, 3737470.5, 45.9, 45.9, 1.5); ( 419354.8, 3737470.5, 46.2, 46.2, 1.5); ( 419374.8, 3737470.5, 46.5, 46.5, 1.5); ( 419394.8, 3737470.5, 46.7, 46.7, 1.5); ( 419414.8, 3737470.5, 47.1, 47.1, 1.5); ( 419434.8, 3737470.5, 47.4, 47.4, 1.5); ( 419454.8, 3737470.5, 47.5, 47.5, 1.5); ( 419474.8, 3737470.5, 47.6, 47.6, 1.5); ( 419494.8, 3737470.5, 47.5, 47.5, 1.5); ( 419514.8, 3737470.5, 47.5, 47.5, 1.5); ( 419534.8, 3737470.5, 47.5, 47.5, 1.5); ( 419554.8, 3737470.5, 47.5, 47.5, 1.5); ( 419574.8, 3737470.5, 47.3, 47.3, 1.5); ( 419594.8, 3737470.5, 47.0, 47.0, 1.5); ( 419614.8, 3737470.5, 46.6, 46.6, 1.5); ( 419634.8, 3737470.5, 46.5, 46.5, 1.5); ( 419654.8, 3737470.5, 46.7, 46.7, 1.5); ( 419314.8, 3737490.5, 45.7, 45.7, 1.5); ( 419334.8, 3737490.5, 46.3, 46.3, 1.5); ( 419354.8, 3737490.5, 46.8, 46.8, 1.5); ( 419374.8, 3737490.5, 46.9, 46.9, 1.5); ( 419394.8, 3737490.5, 47.1, 47.1, 1.5); ( 419414.8, 3737490.5, 47.3, 47.3, 1.5); ( 419434.8, 3737490.5, 47.5, 47.5, 1.5); ( 419454.8, 3737490.5, 47.5, 47.5, 1.5); ( 419474.8, 3737490.5, 47.5, 47.5, 1.5); ( 419494.8, 3737490.5, 47.5, 47.5, 1.5); ( 419514.8, 3737490.5, 47.5, 47.5, 1.5); ( 419534.8, Page 45 MainPlace 1.5m.ADO 3737490.5, 47.5, 47.5, 1.5); ( 419554.8, 3737490.5, 47.5, 47.5, 1.5); ( 419574.8, 3737490.5, 47.3, 47.3, 1.5); ( 419594.8, 3737490.5, 47.1, 47.1, 1.5); ( 419614.8, 3737490.5, 46.9, 46.9, 1.5); ( 419634.8, 3737490.5, 46.6, 46.6, 1.5); ( 419654.8, 3737490.5, 46.8, 46.8, 1.5); ( 419294.8, 3737510.5, 45.6, 45.6, 1.5); ( 419314.8, 3737510.5, 46.2, 46.2, 1.5); ( 419334.8, 3737510.5, 46.6, 46.6, 1.5); ( 419354.8, 3737510.5, 47.3, 47.3, 1.5); ( 419374.8, 3737510.5, 47.3, 47.3, 1.5); ( 419394.8, 3737510.5, 47.4, 47.4, 1.5); ( 419414.8, 3737510.5, 47.5, 47.5, 1.5); ( 419434.8, 3737510.5, 47.5, 47.5, 1.5); ( 419454.8, 3737510.5, 47.5, 47.5, 1.5); ( 419474.8, 3737510.5, 47.5, 47.5, 1.5); ( 419494.8, 3737510.5, 47.5, 47.5, 1.5); ( 419514.8, 3737510.5, 47.5, 47.5, 1.5); ( 419534.8, 3737510.5, 47.3, 47.3, 1.5); ( 419554.8, 3737510.5, 47.3, 47.3, 1.5); ( 419574.8, 3737510.5, 47.2, 47.2, 1.5); ( 419594.8, 3737510.5, 47.1, 47.1, 1.5); ( 419614.8, 3737510.5, 47.1, 47.1, 1.5); ( 419634.8, 3737510.5, 47.1, 47.1, 1.5); ( 419654.8, 3737510.5, 47.2, 47.2, 1.5); ( 419294.8, 3737530.5, 45.9, 45.9, 1.5); ( 419314.8, 3737530.5, 46.5, 46.5, 1.5); ( 419334.8, 3737530.5, 47.0, 47.0, 1.5); ( 419354.8, 3737530.5, 47.4, 47.4, 1.5); ( 419374.8, 3737530.5, 47.5, 47.5, 1.5); ( 419394.8, 3737530.5, 47.5, 47.5, 1.5); ( 419414.8, 3737530.5, 47.5, 47.5, 1.5); ( 419434.8, 3737530.5, 47.5, 47.5, 1.5); ( 419454.8, 3737530.5, 47.5, 47.5, 1.5); ( 419474.8, 3737530.5, 47.5, 47.5, 1.5); ( 419494.8, 3737530.5, 47.4, 47.4, 1.5); ( 419514.8, 3737530.5, 47.3, 47.3, 1.5); ( 419534.8, 3737530.5, 47.0, 47.0, 1.5); ( 419554.8, 3737530.5, 47.1, 47.1, 1.5); ( 419574.8, 3737530.5, 47.1, 47.1, 1.5); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 17 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 46 MainPlace 1.5m.ADO *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419594.8, 3737530.5, 47.2, 47.2, 1.5); ( 419614.8, 3737530.5, 47.4, 47.4, 1.5); ( 419634.8, 3737530.5, 48.0, 48.0, 1.5); ( 419654.8, 3737530.5, 48.0, 48.0, 1.5); ( 419274.8, 3737550.5, 45.4, 45.4, 1.5); ( 419294.8, 3737550.5, 46.0, 46.0, 1.5); ( 419314.8, 3737550.5, 46.6, 46.6, 1.5); ( 419334.8, 3737550.5, 47.1, 47.1, 1.5); ( 419354.8, 3737550.5, 47.5, 47.5, 1.5); ( 419374.8, 3737550.5, 47.6, 47.6, 1.5); ( 419394.8, 3737550.5, 47.6, 47.6, 1.5); ( 419414.8, 3737550.5, 47.6, 47.6, 1.5); ( 419434.8, 3737550.5, 47.5, 47.5, 1.5); ( 419454.8, 3737550.5, 47.5, 47.5, 1.5); ( 419474.8, 3737550.5, 47.5, 47.5, 1.5); ( 419494.8, 3737550.5, 47.4, 47.4, 1.5); ( 419514.8, 3737550.5, 47.3, 47.3, 1.5); ( 419534.8, 3737550.5, 47.2, 47.2, 1.5); ( 419554.8, 3737550.5, 47.2, 47.2, 1.5); ( 419574.8, 3737550.5, 47.2, 47.2, 1.5); ( 419594.8, 3737550.5, 47.3, 47.3, 1.5); ( 419614.8, 3737550.5, 47.6, 47.6, 1.5); ( 419634.8, 3737550.5, 48.0, 48.0, 1.5); ( 419654.8, 3737550.5, 47.8, 47.8, 1.5); ( 419274.8, 3737570.5, 45.5, 45.5, 1.5); ( 419294.8, 3737570.5, 46.1, 46.1, 1.5); ( 419314.8, 3737570.5, 46.6, 46.6, 1.5); ( 419334.8, 3737570.5, 47.1, 47.1, 1.5); ( 419354.8, 3737570.5, 47.6, 47.6, 1.5); ( 419374.8, 3737570.5, 47.6, 47.6, 1.5); ( 419394.8, 3737570.5, 47.6, 47.6, 1.5); ( 419414.8, 3737570.5, 47.6, 47.6, 1.5); ( 419434.8, 3737570.5, 47.5, 47.5, 1.5); ( 419454.8, 3737570.5, 47.5, 47.5, 1.5); ( 419474.8, 3737570.5, 47.5, 47.5, 1.5); ( 419494.8, 3737570.5, 47.4, 47.4, 1.5); ( 419514.8, 3737570.5, 47.4, 47.4, 1.5); ( 419534.8, 3737570.5, 47.2, 47.2, 1.5); ( 419554.8, 3737570.5, 47.2, 47.2, 1.5); ( 419574.8, 3737570.5, 47.2, 47.2, 1.5); ( 419594.8, 3737570.5, 47.4, 47.4, 1.5); ( 419614.8, 3737570.5, 47.7, 47.7, 1.5); ( 419634.8, 3737570.5, 48.0, 48.0, 1.5); ( 419654.8, Page 47 MainPlace_1.5m.ADO 3737570.5, 47.8, 47.8, 1.5); ( 419254.8, 3737590.5, 44.8, 44.8, 3737590.5, 45.5, 45.5, 1.5); ( 419294.8, 3737590.5, 46.1, 46.1, 3737590.5, 46.6, 46.6, 1.5); ( 419334.8, 3737590.5, 47.1, 47.1, 3737590.5, 47.5, 47.5, 1.5); ( 419374.8, 3737590.5, 47.5, 47.5, 3737590.5, 47.6, 47.6, 1.5); ( 419414.8, 3737590.5, 47.6, 47.6, 3737590.5, 47.5, 47.5, 1.5); ( 419454.8, 3737590.5, 47.5, 47.5, 3737590.5, 47.5, 47.5, 1.5); ( 419494.8, 3737590.5, 47.4, 47.4, 3737590.5, 47.3, 47.3, 1.5); ( 419534.8, 3737590.5, 47.0, 47.0, 3737590.5, 47.1, 47.1, 1.5); ( 419574.8, 3737590.5, 47.2, 47.2, 3737590.5, 47.5, 47.5, 1.5); ( 419614.8, 3737590.5, 47.9, 47.9, 3737590.5, 48.3, 48.3, 1.5); ( 419654.8, 3737590.5, 48.0, 48.0, 3737610.5, 44.8, 44.8, 1.5); ( 419274.8, 3737610.5, 45.4, 45.4, 3737610.5, 45.9, 45.9, 1.5); ( 419314.8, 3737610.5, 46.4, 46.4, 3737610.5, 46.8, 46.8, 1.5); ( 419354.8, 3737610.5, 47.3, 47.3, 3737610.5, 47.5, 47.5, 1.5); ( 419394.8, 3737610.5, 47.5, 47.5, 3737610.5, 47.6, 47.6, 1.5); ( 419434.8, 3737610.5, 47.5, 47.5, 3737610.5, 47.5, 47.5, 1.5); ( 419474.8, 3737610.5, 47.5, 47.5, 3737610.5, 47.5, 47.5, 1.5); ( 419514.8, 3737610.5, 47.4, 47.4, 3737610.5, 47.2, 47.2, 1.5); ( 419554.8, 3737610.5, 47.1, 47.1, 3737610.5, 47.2, 47.2, 1.5); ( 419594.8, 3737610.5, 47.4, 47.4, 3737610.5, 47.6, 47.6, 1.5); ( 419634.8, 3737610.5, 48.2, 48.2, 3737610.5, 47.8, 47.8, 1.5); ( 419254.8, 3737630.5, 44.8, 44.8, 3737630.5, 45.2, 45.2, 1.5); ( 419294.8, 3737630.5, 45.6, 45.6, 3737630.5, 46.0, 46.0, 1.5); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 48 1.5); ( 419274.8, 1.5); ( 419314.8, 1.5); ( 419354.8, 1.5); ( 419394.8, 1.5); ( 419434.8, 1.5); ( 419474.8, 1.5); ( 419514.8, 1.5); ( 419554.8, 1.5); ( 419594.8, 1.5); ( 419634.8, 1.5); ( 419254.8, 1.5); ( 419294.8, 1.5); ( 419334.8, 1.5); ( 419374.8, 1.5); ( 419414.8, 1.5); ( 419454.8, 1.5); ( 419494.8, 1.5); ( 419534.8, 1.5); ( 419574.8, 1.5); ( 419614.8, 1.5); ( 419654.8, 1.5); ( 419274.8, 1.5); ( 419314.8, MainPlace_1.5m.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 18 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419334.8, 3737630.5, 46.5, 46.5, 1.5); ( 419354.8, 3737630.5, 47.0, 47.0, 1.5); ( 419374.8, 3737630.5, 47.3, 47.3, 1.5); ( 419394.8, 3737630.5, 47.5, 47.5, 1.5); ( 419414.8, 3737630.5, 47.6, 47.6, 1.5); ( 419434.8, 3737630.5, 47.5, 47.5, 1.5); ( 419454.8, 3737630.5, 47.5, 47.5, 1.5); ( 419474.8, 3737630.5, 47.5, 47.5, 1.5); ( 419494.8, 3737630.5, 47.5, 47.5, 1.5); ( 419514.8, 3737630.5, 47.4, 47.4, 1.5); ( 419534.8, 3737630.5, 47.4, 47.4, 1.5); ( 419554.8, 3737630.5, 47.2, 47.2, 1.5); ( 419574.8, 3737630.5, 47.2, 47.2, 1.5); ( 419594.8, 3737630.5, 47.3, 47.3, 1.5); ( 419614.8, 3737630.5, 47.2, 47.2, 1.5); ( 419634.8, 3737630.5, 47.8, 47.8, 1.5); ( 419654.8, 3737630.5, 47.4, 47.4, 1.5); ( 419234.8, 3737650.5, 44.4, 44.4, 1.5); ( 419254.8, 3737650.5, 44.8, 44.8, 1.5); ( 419274.8, 3737650.5, 45.0, 45.0, 1.5); ( 419294.8, 3737650.5, 45.2, 45.2, 1.5); ( 419314.8, 3737650.5, 45.6, 45.6, 1.5); ( 419334.8, 3737650.5, 46.1, 46.1, 1.5); ( 419354.8, 3737650.5, 46.5, 46.5, 1.5); ( 419374.8, 3737650.5, 46.9, 46.9, 1.5); ( 419394.8, 3737650.5, 47.3, 47.3, 1.5); ( 419414.8, 3737650.5, 47.5, 47.5, 1.5); ( 419434.8, 3737650.5, 47.5, 47.5, 1.5); ( 419454.8, 3737650.5, 47.5, 47.5, 1.5); ( 419474.8, 3737650.5, 47.5, 47.5, 1.5); ( 419494.8, 3737650.5, 47.5, 47.5, 1.5); ( 419514.8, 3737650.5, 47.5, 47.5, 1.5); ( 419534.8, 3737650.5, 47.5, 47.5, 1.5); ( 419554.8, 3737650.5, 47.4, 47.4, 1.5); ( 419574.8, 3737650.5, 47.3, 47.3, 1.5); ( 419594.8, 3737650.5, 47.1, 47.1, 1.5); ( 419614.8, 3737650.5, 46.8, 46.8, 1.5); ( 419634.8, Page 49 MainPlace 1.5m.AD0 3737650.5, 46.9, 46.9, 1.5); ( 419654.8, 3737650.5, 47.0, 47.0, 1.5); ( 419234.8, 3737670.5, 44.5, 44.5, 1.5); ( 419254.8, 3737670.5, 44.8, 44.8, 1.5); ( 419274.8, 3737670.5, 44.9, 44.9, 1.5); ( 419294.8, 3737670.5, 45.2, 45.2, 1.5); ( 419314.8, 3737670.5, 45.5, 45.5, 1.5); ( 419334.8, 3737670.5, 45.9, 45.9, 1.5); ( 419354.8, 3737670.5, 46.4, 46.4, 1.5); ( 419374.8, 3737670.5, 46.8, 46.8, 1.5); ( 419394.8, 3737670.5, 47.2, 47.2, 1.5); ( 419414.8, 3737670.5, 47.5, 47.5, 1.5); ( 419434.8, 3737670.5, 47.5, 47.5, 1.5); ( 419454.8, 3737670.5, 47.5, 47.5, 1.5); ( 419474.8, 3737670.5, 47.5, 47.5, 1.5); ( 419494.8, 3737670.5, 47.5, 47.5, 1.5); ( 419514.8, 3737670.5, 47.5, 47.5, 1.5); ( 419534.8, 3737670.5, 47.5, 47.5, 1.5); ( 419554.8, 3737670.5, 47.5, 47.5, 1.5); ( 419574.8, 3737670.5, 47.3, 47.3, 1.5); ( 419594.8, 3737670.5, 47.1, 47.1, 1.5); ( 419614.8, 3737670.5, 46.7, 46.7, 1.5); ( 419634.8, 3737670.5, 46.6, 46.6, 1.5); ( 419654.8, 3737670.5, 46.8, 46.8, 1.5); ( 419234.8, 3737690.5, 44.7, 44.7, 1.5); ( 419254.8, 3737690.5, 44.9, 44.9, 1.5); ( 419274.8, 3737690.5, 45.0, 45.0, 1.5); ( 419294.8, 3737690.5, 45.2, 45.2, 1.5); ( 419314.8, 3737690.5, 45.6, 45.6, 1.5); ( 419334.8, 3737690.5, 45.9, 45.9, 1.5); ( 419354.8, 3737690.5, 46.4, 46.4, 1.5); ( 419374.8, 3737690.5, 46.8, 46.8, 1.5); ( 419394.8, 3737690.5, 47.2, 47.2, 1.5); ( 419414.8, 3737690.5, 47.5, 47.5, 1.5); ( 419434.8, 3737690.5, 47.5, 47.5, 1.5); ( 419454.8, 3737690.5, 47.5, 47.5, 1.5); ( 419474.8, 3737690.5, 47.5, 47.5, 1.5); ( 419494.8, 3737690.5, 47.5, 47.5, 1.5); ( 419514.8, 3737690.5, 47.5, 47.5, 1.5); ( 419534.8, 3737690.5, 47.5, 47.5, 1.5); ( 419554.8, 3737690.5, 47.5, 47.5, 1.5); ( 419574.8, 3737690.5, 47.3, 47.3, 1.5); ( 419594.8, 3737690.5, 47.1, 47.1, 1.5); ( 419614.8, 3737690.5, 46.7, 46.7, 1.5); ( 419634.8, 3737690.5, 46.6, 46.6, 1.5); ( 419654.8, 3737690.5, 46.8, 46.8, 1.5); ( 419234.8, 3737710.5, 44.7, 44.7, 1.5); ( 419254.8, 3737710.5, 44.8, 44.8, 1.5); ( 419274.8, Page 50 MainPlace 1.5m.ADO 3737710.5, 45.0, 45.0, 1.5); ( 419294.8, 3737710.5, 45.2, 45.2, 1.5); ( 419314.8, 3737710.5, 45.5, 45.5, 1.5); ( 419334.8, 3737710.5, 45.9, 45.9, 1.5); ( 419354.8, 3737710.5, 46.4, 46.4, 1.5); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 19 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419374.8, 3737710.5, 46.8, 46.8, 1.5); ( 419394.8, 3737710.5, 47.3, 47.3, 1.5); ( 419414.8, 3737710.5, 47.6, 47.6, 1.5); ( 419434.8, 3737710.5, 47.5, 47.5, 1.5); ( 419454.8, 3737710.5, 47.5, 47.5, 1.5); ( 419474.8, 3737710.5, 47.4, 47.4, 1.5); ( 419494.8, 3737710.5, 47.4, 47.4, 1.5); ( 419514.8, 3737710.5, 47.5, 47.5, 1.5); ( 419534.8, 3737710.5, 47.7, 47.7, 1.5); ( 419554.8, 3737710.5, 47.5, 47.5, 1.5); ( 419574.8, 3737710.5, 47.4, 47.4, 1.5); ( 419594.8, 3737710.5, 47.2, 47.2, 1.5); ( 419614.8, 3737710.5, 46.9, 46.9, 1.5); ( 419634.8, 3737710.5, 46.9, 46.9, 1.5); ( 419654.8, 3737710.5, 46.7, 46.7, 1.5); ( 419234.8, 3737730.5, 44.4, 44.4, 1.5); ( 419254.8, 3737730.5, 44.7, 44.7, 1.5); ( 419274.8, 3737730.5, 45.0, 45.0, 1.5); ( 419294.8, 3737730.5, 45.2, 45.2, 1.5); ( 419314.8, 3737730.5, 45.5, 45.5, 1.5); ( 419334.8, 3737730.5, 45.9, 45.9, 1.5); ( 419354.8, 3737730.5, 46.3, 46.3, 1.5); ( 419374.8, 3737730.5, 46.8, 46.8, 1.5); ( 419394.8, 3737730.5, 47.2, 47.2, 1.5); ( 419414.8, 3737730.5, 47.5, 47.5, 1.5); ( 419434.8, 3737730.5, 47.5, 47.5, 1.5); ( 419454.8, 3737730.5, 47.5, 47.5, 1.5); ( 419474.8, 3737730.5, 47.4, 47.4, 1.5); ( 419494.8, 3737730.5, 47.3, 47.3, 1.5); ( 419514.8, 3737730.5, 47.3, 47.3, 1.5); ( 419534.8, 3737730.5, 47.4, 47.4, 1.5); ( 419554.8, Page 51 MainPlace 1.5m.AD0 3737730.5, 47.3, 47.3, 1.5); ( 419574.8, 3737730.5, 47.2, 47.2, 1.5); ( 419594.8, 3737730.5, 47.2, 47.2, 1.5); ( 419614.8, 3737730.5, 47.1, 47.1, 1.5); ( 419634.8, 3737730.5, 46.9, 46.9, 1.5); ( 419654.8, 3737730.5, 46.9, 46.9, 1.5); ( 419234.8, 3737750.5, 44.0, 44.0, 1.5); ( 419254.8, 3737750.5, 44.5, 44.5, 1.5); ( 419274.8, 3737750.5, 44.9, 44.9, 1.5); ( 419294.8, 3737750.5, 45.2, 45.2, 1.5); ( 419314.8, 3737750.5, 45.5, 45.5, 1.5); ( 419334.8, 3737750.5, 45.8, 45.8, 1.5); ( 419354.8, 3737750.5, 46.3, 46.3, 1.5); ( 419374.8, 3737750.5, 46.8, 46.8, 1.5); ( 419394.8, 3737750.5, 47.1, 47.1, 1.5); ( 419414.8, 3737750.5, 47.4, 47.4, 1.5); ( 419434.8, 3737750.5, 47.5, 47.5, 1.5); ( 419454.8, 3737750.5, 47.5, 47.5, 1.5); ( 419474.8, 3737750.5, 47.3, 47.3, 1.5); ( 419494.8, 3737750.5, 47.0, 47.0, 1.5); ( 419514.8, 3737750.5, 46.9, 46.9, 1.5); ( 419534.8, 3737750.5, 47.0, 47.0, 1.5); ( 419554.8, 3737750.5, 47.0, 47.0, 1.5); ( 419574.8, 3737750.5, 47.0, 47.0, 1.5); ( 419594.8, 3737750.5, 47.1, 47.1, 1.5); ( 419614.8, 3737750.5, 47.2, 47.2, 1.5); ( 419634.8, 3737750.5, 46.9, 46.9, 1.5); ( 419654.8, 3737750.5, 47.1, 47.1, 1.5); ( 419234.8, 3737770.5, 43.8, 54.6, 1.5); ( 419254.8, 3737770.5, 43.8, 54.6, 1.5); ( 419274.8, 3737770.5, 44.6, 44.6, 1.5); ( 419294.8, 3737770.5, 45.0, 45.0, 1.5); ( 419314.8, 3737770.5, 45.4, 45.4, 1.5); ( 419334.8, 3737770.5, 45.8, 45.8, 1.5); ( 419354.8, 3737770.5, 46.4, 46.4, 1.5); ( 419374.8, 3737770.5, 46.9, 46.9, 1.5); ( 419394.8, 3737770.5, 47.2, 47.2, 1.5); ( 419414.8, 3737770.5, 47.3, 47.3, 1.5); ( 419434.8, 3737770.5, 47.5, 47.5, 1.5); ( 419454.8, 3737770.5, 47.5, 47.5, 1.5); ( 419474.8, 3737770.5, 47.2, 47.2, 1.5); ( 419494.8, 3737770.5, 47.0, 47.0, 1.5); ( 419514.8, 3737770.5, 46.8, 46.8, 1.5); ( 419534.8, 3737770.5, 47.0, 47.0, 1.5); ( 419554.8, 3737770.5, 46.8, 46.8, 1.5); ( 419574.8, 3737770.5, 46.9, 46.9, 1.5); ( 419594.8, 3737770.5, 47.1, 47.1, 1.5); ( 419614.8, 3737770.5, 47.1, 47.1, 1.5); ( 419634.8, Page 52 MainPlace 1.5m.ADO 3737770.5, 46.8, 46.8, 1.5); ( 419654.8, 3737770.5, 46.9, 46.9, 1.5); ( 419254.8, 3737790.5, 43.6, 54.6, 1.5); ( 419274.8, 3737790.5, 44.4, 54.6, 1.5); ( 419294.8, 3737790.5, 44.9, 44.9, 1.5); ( 419314.8, 3737790.5, 45.3, 45.3, 1.5); ( 419334.8, 3737790.5, 45.8, 45.8, 1.5); ( 419354.8, 3737790.5, 46.3, 46.3, 1.5); ( 419374.8, 3737790.5, 46.8, 46.8, 1.5); ( 419394.8, 3737790.5, 47.1, 47.1, 1.5); ( 419414.8, 3737790.5, 47.3, 47.3, 1.5); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 20 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419434.8, 3737790.5, 47.4, 47.4, 1.5); ( 419454.8, 3737790.5, 47.4, 47.4, 1.5); ( 419474.8, 3737790.5, 47.2, 47.2, 1.5); ( 419494.8, 3737790.5, 46.9, 46.9, 1.5); ( 419514.8, 3737790.5, 46.8, 46.8, 1.5); ( 419534.8, 3737790.5, 47.0, 47.0, 1.5); ( 419554.8, 3737790.5, 46.9, 46.9, 1.5); ( 419574.8, 3737790.5, 47.0, 47.0, 1.5); ( 419594.8, 3737790.5, 47.1, 47.1, 1.5); ( 419614.8, 3737790.5, 47.1, 47.1, 1.5); ( 419634.8, 3737790.5, 46.8, 46.8, 1.5); ( 419654.8, 3737790.5, 46.9, 46.9, 1.5); ( 419274.8, 3737810.5, 44.5, 54.6, 1.5); ( 419294.8, 3737810.5, 44.9, 54.6, 1.5); ( 419314.8, 3737810.5, 45.2, 45.2, 1.5); ( 419334.8, 3737810.5, 45.6, 45.6, 1.5); ( 419354.8, 3737810.5, 46.2, 46.2, 1.5); ( 419374.8, 3737810.5, 46.7, 46.7, 1.5); ( 419394.8, 3737810.5, 47.0, 47.0, 1.5); ( 419414.8, 3737810.5, 47.2, 47.2, 1.5); ( 419434.8, 3737810.5, 47.4, 47.4, 1.5); ( 419454.8, 3737810.5, 47.4, 47.4, 1.5); ( 419474.8, 3737810.5, 47.1, 47.1, 1.5); ( 419494.8, 3737810.5, 46.8, 46.8, 1.5); ( 419514.8, 3737810.5, 46.8, 46.8, 1.5); ( 419534.8, Page 53 MainPlace 1.5m.AD0 3737810.5, 47.0, 47.0, 1.5); ( 419554.8, 3737810.5, 47.1, 47.1, 1.5); ( 419574.8, 3737810.5, 47.2, 47.2, 1.5); ( 419594.8, 3737810.5, 47.3, 47.3, 1.5); ( 419614.8, 3737810.5, 47.3, 47.3, 1.5); ( 419634.8, 3737810.5, 46.9, 46.9, 1.5); ( 419654.8, 3737810.5, 47.1, 47.1, 1.5); ( 419294.8, 3737830.5, 44.6, 54.6, 1.5); ( 419314.8, 3737830.5, 44.9, 54.6, 1.5); ( 419334.8, 3737830.5, 45.4, 45.4, 1.5); ( 419354.8, 3737830.5, 45.9, 45.9, 1.5); ( 419374.8, 3737830.5, 46.3, 46.3, 1.5); ( 419394.8, 3737830.5, 46.5, 46.5, 1.5); ( 419414.8, 3737830.5, 46.7, 46.7, 1.5); ( 419434.8, 3737830.5, 47.3, 47.3, 1.5); ( 419454.8, 3737830.5, 47.4, 47.4, 1.5); ( 419474.8, 3737830.5, 47.0, 47.0, 1.5); ( 419494.8, 3737830.5, 46.7, 46.7, 1.5); ( 419514.8, 3737830.5, 46.8, 46.8, 1.5); ( 419534.8, 3737830.5, 47.0, 47.0, 1.5); ( 419554.8, 3737830.5, 47.2, 47.2, 1.5); ( 419574.8, 3737830.5, 47.4, 47.4, 1.5); ( 419594.8, 3737830.5, 47.4, 47.4, 1.5); ( 419614.8, 3737830.5, 47.1, 47.1, 1.5); ( 419634.8, 3737830.5, 46.8, 46.8, 1.5); ( 419654.8, 3737830.5, 47.0, 47.0, 1.5); ( 419314.8, 3737850.5, 44.8, 54.6, 1.5); ( 419334.8, 3737850.5, 45.2, 45.2, 1.5); ( 419354.8, 3737850.5, 45.6, 45.6, 1.5); ( 419374.8, 3737850.5, 45.9, 45.9, 1.5); ( 419394.8, 3737850.5, 46.0, 46.0, 1.5); ( 419414.8, 3737850.5, 46.2, 46.2, 1.5); ( 419434.8, 3737850.5, 46.8, 46.8, 1.5); ( 419454.8, 3737850.5, 47.0, 47.0, 1.5); ( 419474.8, 3737850.5, 46.8, 46.8, 1.5); ( 419494.8, 3737850.5, 46.7, 46.7, 1.5); ( 419514.8, 3737850.5, 46.9, 46.9, 1.5); ( 419534.8, 3737850.5, 47.1, 47.1, 1.5); ( 419554.8, 3737850.5, 47.2, 47.2, 1.5); ( 419574.8, 3737850.5, 47.3, 47.3, 1.5); ( 419594.8, 3737850.5, 47.3, 47.3, 1.5); ( 419614.8, 3737850.5, 47.1, 47.1, 1.5); ( 419634.8, 3737850.5, 46.9, 46.9, 1.5); ( 419654.8, 3737850.5, 47.0, 47.0, 1.5); ( 419514.8, 3737870.5, 47.4, 47.4, 1.5); ( 419534.8, 3737870.5, 47.4, 47.4, 1.5); ( 419554.8, 3737870.5, 47.2, 47.2, 1.5); ( 419574.8, 3737870.5, 47.1, 47.1, 1.5); ( 419594.8, Page 54 MainPlace 1.5m.ADO 3737870.5, 47.1, 47.1, 1.5); ( 419614.8, 3737870.5, 47.1, 47.1, 1.5); ( 419634.8, 3737870.5, 47.1, 47.1, 1.5); ( 419654.8, 3737870.5, 47.2, 47.2, 1.5); ( 419514.8, 3737890.5, 43.3, 47.4, 1.5); ( 419534.8, 3737890.5, 43.2, 47.4, 1.5); ( 419554.8, 3737890.5, 43.1, 47.4, 1.5); ( 419574.8, 3737890.5, 42.9, 47.4, 1.5); ( 419594.8, 3737890.5, 42.9, 47.1, 1.5); ( 419614.8, 3737890.5, 42.8, 47.1, 1.5); ( 419634.8, 3737890.5, 42.8, 47.2, 1.5); ( 419654.8, 3737890.5, 42.7, 47.2, 1.5); ( 419674.8, 3737890.5, 42.9, 47.2, 1.5); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 21 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* * SOURCE -RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL SOURCE RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) L0000488 419674.8 3737890.5 -1.23 L0000489 419674.8 3737890.5 -10.81 L0007134 419514.8 3737890.5 -9.52 L0007135 419534.8 3737890.5 -9.31 L0007136 419554.8 3737890.5 -9.09 L0007137 419574.8 3737890.5 -8.88 L0007138 419594.8 3737890.5 -8.67 Page 55 MainPlace_1.5m.ADO L0007139 419614.8 3737890.5 -8.45 L0007140 419634.8 3737890.5 -8.24 L0007141 419654.8 3737890.5 -8.03 L0007142 419674.8 3737890.5 -7.81 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 22 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 56 MainPlace_1.5m.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 23 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJU* *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** Surface file: KSNA_V9 ADJU\KSNA_v9.SFC Met Version: 16216 Profile file: KSNA V9 ADJU\KSNA v9.PFL Surface format: FREE Profile format: FREE Surface station no.: 93184 Upper air station no.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2012 Year: 2012 First 24 hours of scalar data YR MO DY JOY HR HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO - - - REF WS - - - - WD HT REF TA HT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 - - - - 01 1 - - 01 - - - - - - - - - - -4.5 0.082 -9.000 -9.000 -999. 56. 11.0 0.12 2.65 1.00 0.87 62. 5.8 283.8 2.0 12 01 01 1 02 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 27. 5.8 283.1 2.0 12 01 01 1 03 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 336. 5.8 283.1 2.0 12 01 01 1 04 -3.3 0.070 -9.000 -9.000 -999. 45. 9.7 0.12 2.65 1.00 0.74 34. 5.8 283.1 2.0 12 01 01 1 05 -3.0 0.068 -9.000 -9.000 -999. 42. 9.4 0.12 2.65 1.00 0.70 154. 5.8 282.5 2.0 12 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. -99999.0 0.12 2.65 1.00 0.00 0. 5.8 282.0 2.0 12 01 01 1 07 -2.0 0.059 -9.000 -9.000 -999. 34. 9.0 0.12 2.65 1.00 0.55 343. 5.8 281.4 2.0 12 01 01 1 08 -2.6 0.066 -9.000 -9.000 -999. 40. 9.7 0.12 2.65 0.53 0.69 25. 5.8 281.4 2.0 12 01 01 1 09 21.6 0.133 0.252 0.010 27. 116. -9.9 0.12 2.65 0.31 1.03 344. 5.8 282.5 2.0 12 01 01 1 10 115.6 0.162 0.713 0.008 114. 156. -3.3 0.12 2.65 0.24 1.06 233. 5.8 286.4 2.0 Page 57 MainPlace_1.5m.ADO 12 01 01 1 11 160.9 0.126 1.129 0.005 325. 108. -1.1 0.12 2.65 0.21 0.67 261. 5.8 291.4 2.0 12 01 01 1 12 187.0 0.138 1.467 0.005 614. 123. -1.3 0.12 2.65 0.20 0.75 252. 5.8 294.9 2.0 12 01 01 1 13 186.9 0.189 1.755 0.005 1051. 197. -3.3 0.12 2.65 0.20 1.23 280. 5.8 297.5 2.0 12 01 01 1 14 168.3 0.247 1.857 0.005 1383. 295. -8.1 0.12 2.65 0.21 1.86 268. 5.8 299.2 2.0 12 01 01 1 15 115.3 0.275 1.688 0.005 1517. 346. -16.3 0.12 2.65 0.24 2.25 248. 5.8 298.1 2.0 12 01 01 1 16 41.5 0.262 1.211 0.005 1552. 322. -39.2 0.12 2.65 0.33 2.32 227. 5.8 295.9 2.0 12 01 01 1 17 -17.9 0.217 -9.000 -9.000 -999. 244. 52.0 0.12 2.65 0.60 2.18 227. 5.8 292.5 2.0 12 01 01 1 18 -24.7 0.250 -9.000 -9.000 -999. 300. 68.7 0.12 2.65 1.00 2.50 219. 5.8 288.8 2.0 12 01 01 1 19 -5.2 0.088 -9.000 -9.000 -999. 91. 12.0 0.12 2.65 1.00 0.94 201. 5.8 287.5 2.0 12 01 01 1 20 -3.5 0.073 -9.000 -9.000 -999. 47. 10.0 0.12 2.65 1.00 0.77 259. 5.8 287.0 2.0 12 01 01 1 21 -2.6 0.064 -9.000 -9.000 -999. 39. 9.1 0.12 2.65 1.00 0.65 264. 5.8 286.4 2.0 12 01 01 1 22 -4.4 0.081 -9.000 -9.000 -999. 55. 10.9 0.12 2.65 1.00 0.86 211. 5.8 285.9 2.0 12 01 01 1 23 -4.2 0.079 -9.000 -9.000 -999. 53. 10.7 0.12 2.65 1.00 0.84 247. 5.8 284.9 2.0 12 01 01 1 24 -7.1 0.103 -9.000 -9.000 -999. 80. 14.1 0.12 2.65 1.00 1.09 236. 5.8 283.8 2.0 First hour of profile data YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 5.8 1 62. 0.87 283.8 99.0 -99.00 -99.00 F indicates top of profile (=1) or below (=0) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 24 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 Page 58 *** ** MainPlace_1.5m.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe lKlal lIOY.L•1 . *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.04580 419414.82 3737330.46 0.03883 419434.82 3737330.46 0.03379 419454.82 3737330.46 0.02995 419474.82 3737330.46 0.02690 419494.82 3737330.46 0.02444 419514.82 3737330.46 0.02240 419534.82 3737330.46 0.02066 419554.82 3737330.46 0.01917 419574.82 3737330.46 0.01787 419594.82 3737330.46 0.01671 419614.82 3737330.46 0.01577 419634.82 3737330.46 0.01488 419654.82 3737330.46 0.01415 419374.82 3737350.46 0.04869 419394.82 3737350.46 0.04084 419414.82 3737350.46 0.03529 419434.82 3737350.46 0.03113 419454.82 3737350.46 0.02786 419474.82 3737350.46 0.02520 419494.82 3737350.46 0.02306 419514.82 3737350.46 0.02125 419534.82 3737350.46 0.01974 419554.82 3737350.46 0.01838 419574.82 3737350.46 0.01717 419594.82 3737350.46 0.01609 419614.82 3737350.46 0.01515 419634.82 3737350.46 0.01433 419654.82 3737350.46 0.01369 419374.82 3737370.46 0.04310 419394.82 3737370.46 0.03695 419414.82 3737370.46 0.03241 Page 59 MainPlace_1.5m.AD0 419434.82 3737370.46 0.02887 419454.82 3737370.46 0.02610 419474.82 3737370.46 0.02380 419494.82 3737370.46 0.02194 419514.82 3737370.46 0.02029 419534.82 3737370.46 0.01894 419554.82 3737370.46 0.01769 419574.82 3737370.46 0.01659 419594.82 3737370.46 0.01559 419614.82 3737370.46 0.01470 419634.82 3737370.46 0.01394 419654.82 3737370.46 0.01336 419354.82 3737390.46 0.04568 419374.82 3737390.46 0.03880 419394.82 3737390.46 0.03381 419414.82 3737390.46 0.02998 419434.82 3737390.46 0.02698 419454.82 3737390.46 0.02453 419474.82 3737390.46 0.02246 419494.82 3737390.46 0.02081 419514.82 3737390.46 0.01941 419534.82 3737390.46 0.01814 419554.82 3737390.46 0.01697 419574.82 3737390.46 0.01595 419594.82 3737390.46 0.01506 419614.82 3737390.46 0.01424 419634.82 3737390.46 0.01358 419654.82 3737390.46 0.01305 419354.82 3737410.46 0.04080 419374.82 3737410.46 0.03534 419394.82 3737410.46 0.03119 419414.82 3737410.46 0.02795 419434.82 3737410.46 0.02533 419454.82 3737410.46 0.02312 419474.82 3737410.46 0.02128 419494.82 3737410.46 0.01972 419514.82 3737410.46 0.01840 419534.82 3737410.46 0.01726 419554.82 3737410.46 0.01623 419574.82 3737410.46 0.01533 419594.82 3737410.46 0.01453 419614.82 3737410.46 0.01383 419634.82 3737410.46 0.01324 419654.82 3737410.46 0.01279 419334.82 3737430.46 0.04312 419354.82 3737430.46 0.03693 419374.82 3737430.46 0.03246 419394.82 3737430.46 0.02897 Page 60 MainPlace 1.5m.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 25 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 Emma ** 12/29/18 VALUES AVERAGED OVER 5 MEAMIOY.L•P!i , L0006955 , L0006932 !I[oIOIoY.L• e *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 3737430.46 - - - - - - 0.02615 419434.82 3737430.46 0.02380 419454.82 3737430.46 0.02172 419474.82 3737430.46 0.02014 419494.82 3737430.46 0.01880 419514.82 3737430.46 0.01764 419534.82 3737430.46 0.01661 419554.82 3737430.46 0.01569 419574.82 3737430.46 0.01488 419594.82 3737430.46 0.01417 419614.82 3737430.46 0.01357 419634.82 3737430.46 0.01304 419654.82 3737430.46 0.01255 419334.82 3737450.46 0.03876 419354.82 3737450.46 0.03379 419374.82 3737450.46 0.03006 419394.82 3737450.46 0.02702 419414.82 3737450.46 0.02454 419434.82 3737450.46 0.02242 419454.82 Page 61 MainPlace_1.5m.AD0 3737450.46 0.02069 419474.82 3737450.46 0.01927 419494.82 3737450.46 0.01807 419514.82 3737450.46 0.01701 419534.82 3737450.46 0.01606 419554.82 3737450.46 0.01522 419574.82 3737450.46 0.01448 419594.82 3737450.46 0.01384 419614.82 3737450.46 0.01329 419634.82 3737450.46 0.01280 419654.82 3737450.46 0.01233 419314.82 3737470.46 0.04104 419334.82 3737470.46 0.03531 419354.82 3737470.46 0.03119 419374.82 3737470.46 0.02794 419394.82 3737470.46 0.02529 419414.82 3737470.46 0.02307 419434.82 3737470.46 0.02132 419454.82 3737470.46 0.01984 419474.82 3737470.46 0.01856 419494.82 3737470.46 0.01746 419514.82 3737470.46 0.01648 419534.82 3737470.46 0.01561 419554.82 3737470.46 0.01481 419574.82 3737470.46 0.01412 419594.82 3737470.46 0.01352 419614.82 3737470.46 0.01300 419634.82 3737470.46 0.01254 419654.82 3737470.46 0.01210 419314.82 3737490.46 0.03711 419334.82 3737490.46 0.03243 419354.82 3737490.46 0.02870 419374.82 3737490.46 0.02600 419394.82 3737490.46 0.02382 419414.82 3737490.46 0.02196 419434.82 3737490.46 0.02044 419454.82 3737490.46 0.01910 419474.82 3737490.46 0.01794 419494.82 3737490.46 0.01691 419514.82 3737490.46 0.01601 419534.82 3737490.46 0.01520 419554.82 3737490.46 0.01446 419574.82 3737490.46 0.01380 419594.82 3737490.46 0.01322 419614.82 3737490.46 0.01271 419634.82 3737490.46 0.01228 419654.82 3737490.46 0.01189 419294.82 3737510.46 0.03899 419314.82 Page 62 MainPlace 1.5m.ADO 3737510.46 0.03392 419334.82 3737510.46 3737510.46 0.02687 419374.82 3737510.46 3737510.46 0.02272 419414.82 3737510.46 3737510.46 0.01967 419454.82 3737510.46 3737510.46 0.01738 419494.82 3737510.46 3737510.46 0.01559 419534.82 3737510.46 3737510.46 0.01414 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** 0.02993 419354.82 0.02457 419394.82 0.02107 419434.82 0.01845 419474.82 0.01644 419514.82 0.01482 419554.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 19:04:27 PAGE 26 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) - - - - - - - - - CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - 3737510.46 - - - - - - 0.01352 419594.82 3737510.46 0.01297 419614.82 3737510.46 0.01247 419634.82 3737510.46 0.01203 419654.82 3737510.46 0.01168 419294.82 3737530.46 0.03556 Page 63 MainPlace_1.5m.AD0 419314.82 3737530.46 0.03121 419334.82 3737530.46 0.02791 419354.82 3737530.46 0.02550 419374.82 3737530.46 0.02346 419394.82 3737530.46 0.02174 419414.82 3737530.46 0.02027 419434.82 3737530.46 0.01899 419454.82 3737530.46 0.01788 419474.82 3737530.46 0.01690 419494.82 3737530.46 0.01602 419514.82 3737530.46 0.01521 419534.82 3737530.46 0.01451 419554.82 3737530.46 0.01387 419574.82 3737530.46 0.01328 419594.82 3737530.46 0.01274 419614.82 3737530.46 0.01227 419634.82 3737530.46 0.01187 419654.82 3737530.46 0.01155 419274.82 3737550.46 0.03753 419294.82 3737550.46 0.03286 419314.82 3737550.46 0.02909 419334.82 3737550.46 0.02645 419354.82 3737550.46 0.02426 419374.82 3737550.46 0.02244 419394.82 3737550.46 0.02090 419414.82 3737550.46 0.01957 419434.82 3737550.46 0.01840 419454.82 3737550.46 0.01737 419474.82 3737550.46 0.01646 419494.82 3737550.46 0.01564 419514.82 3737550.46 0.01491 419534.82 3737550.46 0.01422 419554.82 3737550.46 0.01361 419574.82 3737550.46 0.01305 419594.82 3737550.46 0.01254 419614.82 3737550.46 0.01209 419634.82 3737550.46 0.01173 419654.82 3737550.46 0.01141 419274.82 3737570.46 0.03455 419294.82 3737570.46 0.03063 419314.82 3737570.46 0.02736 419334.82 3737570.46 0.02513 419354.82 3737570.46 0.02319 419374.82 3737570.46 0.02156 419394.82 3737570.46 0.02017 419414.82 3737570.46 0.01895 419434.82 3737570.46 0.01787 419454.82 3737570.46 0.01692 Page 64 MainPlace_1.5m.ADO 419474.82 3737570.46 0.01607 419494.82 3737570.46 0.01530 419514.82 3737570.46 0.01461 419534.82 3737570.46 0.01396 419554.82 3737570.46 0.01338 419574.82 3737570.46 0.01286 419594.82 3737570.46 0.01239 419614.82 3737570.46 0.01197 419634.82 3737570.46 0.01162 419654.82 3737570.46 0.01131 419254.82 3737590.46 0.03637 419274.82 3737590.46 0.03209 419294.82 3737590.46 0.02876 419314.82 3737590.46 0.02591 419334.82 3737590.46 0.02393 419354.82 3737590.46 0.02227 419374.82 3737590.46 0.02081 419394.82 3737590.46 0.01953 419414.82 3737590.46 0.01840 419434.82 3737590.46 0.01741 419454.82 3737590.46 0.01652 419474.82 3737590.46 0.01573 419494.82 3737590.46 0.01501 419514.82 3737590.46 0.01436 419534.82 3737590.46 0.01374 419554.82 3737590.46 0.01320 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 27 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** Page 65 VALUES AVERAGED OVER 5 !I[oIOIoY.L•Y , 000.•, , L0006955 , L0006932 !I[oIOIoY.L•y *** DISCRETE CARTESIAN RECEPTOR POINTS MainPlace_1.5m.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01270 419594.82 3737590.46 0.01226 419614.82 3737590.46 0.01185 419634.82 3737590.46 0.01154 419654.82 3737590.46 0.01126 419254.82 3737610.46 0.03366 419274.82 3737610.46 0.03010 419294.82 3737610.46 0.02721 419314.82 3737610.46 0.02478 419334.82 3737610.46 0.02286 419354.82 3737610.46 0.02143 419374.82 3737610.46 0.02014 419394.82 3737610.46 0.01896 419414.82 3737610.46 0.01792 419434.82 3737610.46 0.01700 419454.82 3737610.46 0.01618 419474.82 3737610.46 0.01543 419494.82 3737610.46 0.01476 419514.82 3737610.46 0.01414 419534.82 3737610.46 0.01356 419554.82 3737610.46 0.01305 419574.82 3737610.46 0.01257 419594.82 3737610.46 0.01215 419614.82 3737610.46 0.01175 419634.82 3737610.46 0.01145 419654.82 3737610.46 0.01119 419254.82 3737630.46 0.03142 419274.82 3737630.46 0.02841 419294.82 3737630.46 0.02594 419314.82 3737630.46 0.02387 419334.82 3737630.46 0.02200 419354.82 3737630.46 0.02072 419374.82 3737630.46 0.01956 419394.82 3737630.46 0.01847 419414.82 3737630.46 0.01751 419434.82 3737630.46 0.01665 419454.82 3737630.46 0.01588 419474.82 3737630.46 0.01518 419494.82 3737630.46 0.01455 419514.82 3737630.46 0.01396 419534.82 3737630.46 0.01343 419554.82 Page 66 MainPlace_1.5m.ADO 3737630.46 0.01292 419574.82 3737630.46 0.01247 3737630.46 0.01206 419614.82 3737630.46 3737630.46 0.01140 419654.82 3737630.46 3737650.46 0.03278 419254.82 3737650.46 3737650.46 0.02698 419294.82 3737650.46 3737650.46 0.02301 419334.82 3737650.46 3737650.46 0.01998 419374.82 3737650.46 3737650.46 0.01802 419414.82 3737650.46 3737650.46 0.01636 419454.82 3737650.46 3737650.46 0.01497 419494.82 3737650.46 3737650.46 0.01382 419534.82 3737650.46 3737650.46 0.01285 419574.82 3737650.46 3737650.46 0.01202 419614.82 3737650.46 3737650.46 0.01135 419654.82 3737650.46 3737670.46 0.03072 419254.82 3737670.46 3737670.46 0.02573 419294.82 3737670.46 3737670.46 0.02223 419334.82 3737670.46 3737670.46 0.01947 419374.82 3737670.46 3737670.46 0.01768 419414.82 3737670.46 3737670.46 0.01612 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc 0.01169 0.01116 0.02955 0.02486 0.02144 0.01895 0.01716 0.01563 0.01437 0.01331 MU63MAEG 0.01164 0.01115 0.02796 0.02386 0.02079 0.01687 *** C:\Lakes\AERMOD *** 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 28 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER Page 67 5 MainPlace_1.5m.ADO YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 - - - - - - 0.01544 419474.82 3737670.46 0.01482 419494.82 3737670.46 0.01425 419514.82 3737670.46 0.01372 419534.82 3737670.46 0.01324 419554.82 3737670.46 0.01279 419574.82 3737670.46 0.01237 419594.82 3737670.46 0.01199 419614.82 3737670.46 0.01164 419634.82 3737670.46 0.01136 419654.82 3737670.46 0.01116 419234.82 3737690.46 0.02899 419254.82 3737690.46 0.02662 419274.82 3737690.46 0.02465 419294.82 3737690.46 0.02299 419314.82 3737690.46 0.02152 419334.82 3737690.46 0.02022 419354.82 3737690.46 0.01901 419374.82 3737690.46 0.01815 419394.82 3737690.46 0.01739 419414.82 3737690.46 0.01664 419434.82 3737690.46 0.01594 419454.82 3737690.46 0.01530 419474.82 3737690.46 0.01471 419494.82 3737690.46 0.01417 419514.82 3737690.46 0.01367 419534.82 3737690.46 0.01320 419554.82 3737690.46 0.01278 Page 68 MainPlace_1.5m.AD0 419574.82 3737690.46 0.01240 419594.82 3737690.46 0.01204 419614.82 3737690.46 0.01168 419634.82 3737690.46 0.01141 419654.82 3737690.46 0.01122 419234.82 3737710.46 0.02759 419254.82 3737710.46 0.02551 419274.82 3737710.46 0.02377 419294.82 3737710.46 0.02228 419314.82 3737710.46 0.02095 419334.82 3737710.46 0.01977 419354.82 3737710.46 0.01867 419374.82 3737710.46 0.01789 419394.82 3737710.46 0.01718 419414.82 3737710.46 0.01648 419434.82 3737710.46 0.01582 419454.82 3737710.46 0.01521 419474.82 3737710.46 0.01466 419494.82 3737710.46 0.01415 419514.82 3737710.46 0.01366 419534.82 3737710.46 0.01324 419554.82 3737710.46 0.01282 419574.82 3737710.46 0.01245 419594.82 3737710.46 0.01210 419614.82 3737710.46 0.01179 419634.82 3737710.46 0.01153 419654.82 3737710.46 0.01133 419234.82 3737730.46 0.02647 419254.82 3737730.46 0.02462 419274.82 3737730.46 0.02306 419294.82 3737730.46 0.02172 419314.82 3737730.46 0.02052 419334.82 3737730.46 0.01943 419354.82 3737730.46 0.01843 419374.82 3737730.46 0.01773 419394.82 3737730.46 0.01706 419414.82 3737730.46 0.01639 419434.82 3737730.46 0.01577 419454.82 3737730.46 0.01520 419474.82 3737730.46 0.01468 419494.82 3737730.46 0.01416 419514.82 3737730.46 0.01371 419534.82 3737730.46 0.01331 419554.82 3737730.46 0.01290 419574.82 3737730.46 0.01255 419594.82 3737730.46 0.01223 419614.82 3737730.46 0.01193 419634.82 3737730.46 0.01168 Page 69 MainPlace_1.5m.ADO 419654.82 3737730.46 0.01152 419234.82 3737750.46 0.02558 419254.82 3737750.46 0.02392 419274.82 3737750.46 0.02251 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 29 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - 0.02130 419314.82 3737750.46 0.02023 419334.82 3737750.46 0.01923 419354.82 3737750.46 0.01831 419374.82 3737750.46 0.01763 419394.82 3737750.46 0.01704 419414.82 3737750.46 0.01641 419434.82 3737750.46 0.01581 419454.82 3737750.46 0.01526 419474.82 3737750.46 0.01475 419494.82 3737750.46 0.01428 419514.82 3737750.46 0.01383 419534.82 3737750.46 0.01345 419554.82 3737750.46 0.01308 419574.82 3737750.46 0.01273 419594.82 Page 70 MainPlace_1.5m.AD0 3737750.46 0.01241 419614.82 3737750.46 0.01214 419634.82 3737750.46 0.01191 419654.82 3737750.46 0.01175 419234.82 3737770.46 0.02490 419254.82 3737770.46 0.02348 419274.82 3737770.46 0.02218 419294.82 3737770.46 0.02107 419314.82 3737770.46 0.02008 419334.82 3737770.46 0.01916 419354.82 3737770.46 0.01831 419374.82 3737770.46 0.01777 419394.82 3737770.46 0.01713 419414.82 3737770.46 0.01651 419434.82 3737770.46 0.01595 419454.82 3737770.46 0.01542 419474.82 3737770.46 0.01493 419494.82 3737770.46 0.01450 419514.82 3737770.46 0.01405 419534.82 3737770.46 0.01369 419554.82 3737770.46 0.01331 419574.82 3737770.46 0.01299 419594.82 3737770.46 0.01269 419614.82 3737770.46 0.01242 419634.82 3737770.46 0.01221 419654.82 3737770.46 0.01207 419254.82 3737790.46 0.02317 419274.82 3737790.46 0.02202 419294.82 3737790.46 0.02103 419314.82 3737790.46 0.02015 419334.82 3737790.46 0.01928 419354.82 3737790.46 0.01852 419374.82 3737790.46 0.01797 419394.82 3737790.46 0.01738 419414.82 3737790.46 0.01678 419434.82 3737790.46 0.01624 419454.82 3737790.46 0.01573 419474.82 3737790.46 0.01525 419494.82 3737790.46 0.01482 419514.82 3737790.46 0.01440 419534.82 3737790.46 0.01405 419554.82 3737790.46 0.01370 419574.82 3737790.46 0.01339 419594.82 3737790.46 0.01309 419614.82 3737790.46 0.01284 419634.82 3737790.46 0.01263 419654.82 3737790.46 0.01250 419274.82 3737810.46 0.02209 419294.82 Page 71 MainPlace_1.5m.ADO 3737810.46 0.02124 419314.82 3737810.46 0.02046 3737810.46 0.01969 419354.82 3737810.46 3737810.46 0.01842 419394.82 3737810.46 3737810.46 0.01725 419434.82 3737810.46 3737810.46 0.01620 419474.82 3737810.46 3737810.46 0.01532 419514.82 3737810.46 3737810.46 0.01457 419554.82 3737810.46 3737810.46 0.01390 419594.82 3737810.46 3737810.46 0.01338 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc 0.01898 0.01788 0.01671 0.01576 0.01492 0.01422 0.01361 *** C:\Lakes\AERMOD *** 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 30 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.01321 419654.82 3737810.46 0.01308 Page 72 MainPlace_1.5m.AD0 419294.82 3737830.46 0.02184 419314.82 3737830.46 0.02120 419334.82 3737830.46 0.02057 419354.82 3737830.46 0.01986 419374.82 3737830.46 0.01927 419394.82 3737830.46 0.01872 419414.82 3737830.46 0.01808 419434.82 3737830.46 0.01746 419454.82 3737830.46 0.01695 419474.82 3737830.46 0.01655 419494.82 3737830.46 0.01611 419514.82 3737830.46 0.01572 419534.82 3737830.46 0.01536 419554.82 3737830.46 0.01498 419574.82 3737830.46 0.01466 419594.82 3737830.46 0.01439 419614.82 3737830.46 0.01421 419634.82 3737830.46 0.01405 419654.82 3737830.46 0.01394 419314.82 3737850.46 0.02257 419334.82 3737850.46 0.02209 419354.82 3737850.46 0.02154 419374.82 3737850.46 0.02096 419394.82 3737850.46 0.02033 419414.82 3737850.46 0.01962 419434.82 3737850.46 0.01883 419454.82 3737850.46 0.01827 419474.82 3737850.46 0.01778 419494.82 3737850.46 0.01735 419514.82 3737850.46 0.01691 419534.82 3737850.46 0.01651 419554.82 3737850.46 0.01615 419574.82 3737850.46 0.01583 419594.82 3737850.46 0.01557 419614.82 3737850.46 0.01541 419634.82 3737850.46 0.01529 419654.82 3737850.46 0.01518 419514.82 3737870.46 0.01878 419534.82 3737870.46 0.01839 419554.82 3737870.46 0.01816 419574.82 3737870.46 0.01790 419594.82 3737870.46 0.01762 419614.82 3737870.46 0.01740 419634.82 3737870.46 0.01723 419654.82 3737870.46 0.01715 419514.82 3737890.46 0.02633 419534.82 3737890.46 0.02602 419554.82 3737890.46 0.02579 Page 73 MainPlace_1.5m.ADO 419574.82 3737890.46 0.02556 419594.82 3737890.46 0.02532 419614.82 3737890.46 0.02512 419634.82 3737890.46 0.02499 419654.82 3737890.46 0.02496 419674.82 3737890.46 0.02462 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 31 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.04580 419414.82 3737330.46 0.03883 419434.82 3737330.46 0.03379 419454.82 3737330.46 0.02995 419474.82 3737330.46 0.02690 419494.82 3737330.46 0.02444 419514.82 3737330.46 0.02240 419534.82 3737330.46 0.02066 419554.82 3737330.46 0.01917 419574.82 3737330.46 0.01787 419594.82 3737330.46 0.01671 419614.82 3737330.46 0.01577 419634.82 3737330.46 0.01488 419654.82 Page 74 MainPlace_1.5m.AD0 3737330.46 0.01415 419374.82 3737350.46 0.04869 419394.82 3737350.46 0.04084 419414.82 3737350.46 0.03529 419434.82 3737350.46 0.03113 419454.82 3737350.46 0.02786 419474.82 3737350.46 0.02520 419494.82 3737350.46 0.02306 419514.82 3737350.46 0.02125 419534.82 3737350.46 0.01974 419554.82 3737350.46 0.01838 419574.82 3737350.46 0.01717 419594.82 3737350.46 0.01609 419614.82 3737350.46 0.01515 419634.82 3737350.46 0.01433 419654.82 3737350.46 0.01369 419374.82 3737370.46 0.04310 419394.82 3737370.46 0.03695 419414.82 3737370.46 0.03241 419434.82 3737370.46 0.02887 419454.82 3737370.46 0.02610 419474.82 3737370.46 0.02380 419494.82 3737370.46 0.02194 419514.82 3737370.46 0.02029 419534.82 3737370.46 0.01894 419554.82 3737370.46 0.01769 419574.82 3737370.46 0.01659 419594.82 3737370.46 0.01559 419614.82 3737370.46 0.01470 419634.82 3737370.46 0.01394 419654.82 3737370.46 0.01336 419354.82 3737390.46 0.04568 419374.82 3737390.46 0.03880 419394.82 3737390.46 0.03381 419414.82 3737390.46 0.02998 419434.82 3737390.46 0.02698 419454.82 3737390.46 0.02453 419474.82 3737390.46 0.02246 419494.82 3737390.46 0.02081 419514.82 3737390.46 0.01941 419534.82 3737390.46 0.01814 419554.82 3737390.46 0.01697 419574.82 3737390.46 0.01595 419594.82 3737390.46 0.01506 419614.82 3737390.46 0.01424 419634.82 3737390.46 0.01358 419654.82 3737390.46 0.01305 419354.82 3737410.46 0.04080 419374.82 Page 75 MainPlace_1.5m.ADO 3737410.46 0.03534 419394.82 3737410.46 0.03119 3737410.46 0.02795 419434.82 3737410.46 3737410.46 0.02312 419474.82 3737410.46 3737410.46 0.01972 419514.82 3737410.46 3737410.46 0.01726 419554.82 3737410.46 3737410.46 0.01533 419594.82 3737410.46 3737410.46 0.01383 419634.82 3737410.46 3737410.46 0.01279 419334.82 3737430.46 3737430.46 0.03693 419374.82 3737430.46 3737430.46 0.02897 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** 0.02533 0.02128 0.01840 0.01623 0.01453 0.01324 0.04312 0.03246 *** C:\Lakes\AERMOD *** *** 19:04:27 PAGE 32 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419354.82 419394.82 12/29/18 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 76 MainPlace_1.5m.AD0 419414.82 3737430.46 0.02615 419434.82 3737430.46 0.02380 419454.82 3737430.46 0.02172 419474.82 3737430.46 0.02014 419494.82 3737430.46 0.01880 419514.82 3737430.46 0.01764 419534.82 3737430.46 0.01661 419554.82 3737430.46 0.01569 419574.82 3737430.46 0.01488 419594.82 3737430.46 0.01417 419614.82 3737430.46 0.01357 419634.82 3737430.46 0.01304 419654.82 3737430.46 0.01255 419334.82 3737450.46 0.03876 419354.82 3737450.46 0.03379 419374.82 3737450.46 0.03006 419394.82 3737450.46 0.02702 419414.82 3737450.46 0.02454 419434.82 3737450.46 0.02242 419454.82 3737450.46 0.02069 419474.82 3737450.46 0.01927 419494.82 3737450.46 0.01807 419514.82 3737450.46 0.01701 419534.82 3737450.46 0.01606 419554.82 3737450.46 0.01522 419574.82 3737450.46 0.01448 419594.82 3737450.46 0.01384 419614.82 3737450.46 0.01329 419634.82 3737450.46 0.01280 419654.82 3737450.46 0.01233 419314.82 3737470.46 0.04104 419334.82 3737470.46 0.03531 419354.82 3737470.46 0.03119 419374.82 3737470.46 0.02794 419394.82 3737470.46 0.02529 419414.82 3737470.46 0.02307 419434.82 3737470.46 0.02132 419454.82 3737470.46 0.01984 419474.82 3737470.46 0.01856 419494.82 3737470.46 0.01746 419514.82 3737470.46 0.01648 419534.82 3737470.46 0.01561 419554.82 3737470.46 0.01481 419574.82 3737470.46 0.01412 419594.82 3737470.46 0.01352 419614.82 3737470.46 0.01300 419634.82 3737470.46 0.01254 419654.82 3737470.46 0.01210 Page 77 MainPlace_1.5m.ADO 419314.82 3737490.46 0.03711 419334.82 3737490.46 0.03243 419354.82 3737490.46 0.02870 419374.82 3737490.46 0.02600 419394.82 3737490.46 0.02382 419414.82 3737490.46 0.02196 419434.82 3737490.46 0.02044 419454.82 3737490.46 0.01910 419474.82 3737490.46 0.01794 419494.82 3737490.46 0.01691 419514.82 3737490.46 0.01601 419534.82 3737490.46 0.01520 419554.82 3737490.46 0.01446 419574.82 3737490.46 0.01380 419594.82 3737490.46 0.01322 419614.82 3737490.46 0.01271 419634.82 3737490.46 0.01228 419654.82 3737490.46 0.01189 419294.82 3737510.46 0.03899 419314.82 3737510.46 0.03392 419334.82 3737510.46 0.02993 419354.82 3737510.46 0.02687 419374.82 3737510.46 0.02457 419394.82 3737510.46 0.02272 419414.82 3737510.46 0.02107 419434.82 3737510.46 0.01967 419454.82 3737510.46 0.01845 419474.82 3737510.46 0.01738 419494.82 3737510.46 0.01644 419514.82 3737510.46 0.01559 419534.82 3737510.46 0.01482 419554.82 3737510.46 0.01414 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 33 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , Page 78 VALUES AVERAGED OVER 5 .... � , L0006932 , L00136957 *** EMS MainPlace_1.5m.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737510.46 - - - - - - 0.01352 419594.82 3737510.46 0.01297 419614.82 3737510.46 0.01247 419634.82 3737510.46 0.01203 419654.82 3737510.46 0.01168 419294.82 3737530.46 0.03556 419314.82 3737530.46 0.03121 419334.82 3737530.46 0.02791 419354.82 3737530.46 0.02550 419374.82 3737530.46 0.02346 419394.82 3737530.46 0.02174 419414.82 3737530.46 0.02027 419434.82 3737530.46 0.01899 419454.82 3737530.46 0.01788 419474.82 3737530.46 0.01690 419494.82 3737530.46 0.01602 419514.82 3737530.46 0.01521 419534.82 3737530.46 0.01451 419554.82 3737530.46 0.01387 419574.82 3737530.46 0.01328 419594.82 3737530.46 0.01274 419614.82 3737530.46 0.01227 419634.82 3737530.46 0.01187 419654.82 3737530.46 0.01155 419274.82 3737550.46 0.03753 419294.82 3737550.46 0.03286 419314.82 3737550.46 0.02909 419334.82 3737550.46 0.02645 419354.82 3737550.46 0.02426 419374.82 3737550.46 0.02244 419394.82 3737550.46 0.02090 419414.82 3737550.46 0.01957 419434.82 3737550.46 0.01840 419454.82 3737550.46 0.01737 419474.82 3737550.46 0.01646 419494.82 Page 79 MainPlace_1.5m.ADO 3737550.46 0.01564 419514.82 3737550.46 0.01491 3737550.46 0.01422 419554.82 3737550.46 3737550.46 0.01305 419594.82 3737550.46 3737550.46 0.01209 419634.82 3737550.46 3737550.46 0.01141 419274.82 3737570.46 3737570.46 0.03063 419314.82 3737570.46 3737570.46 0.02513 419354.82 3737570.46 3737570.46 0.02156 419394.82 3737570.46 3737570.46 0.01895 419434.82 3737570.46 3737570.46 0.01692 419474.82 3737570.46 3737570.46 0.01530 419514.82 3737570.46 3737570.46 0.01396 419554.82 3737570.46 3737570.46 0.01286 419594.82 3737570.46 3737570.46 0.01197 419634.82 3737570.46 3737570.46 0.01131 419254.82 3737590.46 3737590.46 0.03209 419294.82 3737590.46 3737590.46 0.02591 419334.82 3737590.46 3737590.46 0.02227 419374.82 3737590.46 3737590.46 0.01953 419414.82 3737590.46 3737590.46 0.01741 419454.82 3737590.46 3737590.46 0.01573 419494.82 3737590.46 3737590.46 0.01436 419534.82 3737590.46 3737590.46 0.01320 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** 0.01361 0.01254 0.01173 0.03455 0.02736 0.02319 0.02017 0.01787 0.01607 0.01461 0.01239 0.01162 0.03637 0.02876 0.02393 0.01840 0.01652 0.01501 0.01374 *** C:\Lakes\AERMOD *** *** Page 80 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 MainPlace_1.5m.ADO *** 19:04:27 PAGE 34 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01270 419594.82 3737590.46 0.01226 419614.82 3737590.46 0.01185 419634.82 3737590.46 0.01154 419654.82 3737590.46 0.01126 419254.82 3737610.46 0.03366 419274.82 3737610.46 0.03010 419294.82 3737610.46 0.02721 419314.82 3737610.46 0.02478 419334.82 3737610.46 0.02286 419354.82 3737610.46 0.02143 419374.82 3737610.46 0.02014 419394.82 3737610.46 0.01896 419414.82 3737610.46 0.01792 419434.82 3737610.46 0.01700 419454.82 3737610.46 0.01618 419474.82 3737610.46 0.01543 419494.82 3737610.46 0.01476 419514.82 3737610.46 0.01414 419534.82 3737610.46 0.01356 419554.82 3737610.46 0.01305 419574.82 3737610.46 0.01257 Page 81 MainPlace_1.5m.AD0 419594.82 3737610.46 0.01215 419614.82 3737610.46 0.01175 419634.82 3737610.46 0.01145 419654.82 3737610.46 0.01119 419254.82 3737630.46 0.03142 419274.82 3737630.46 0.02841 419294.82 3737630.46 0.02594 419314.82 3737630.46 0.02387 419334.82 3737630.46 0.02200 419354.82 3737630.46 0.02072 419374.82 3737630.46 0.01956 419394.82 3737630.46 0.01847 419414.82 3737630.46 0.01751 419434.82 3737630.46 0.01665 419454.82 3737630.46 0.01588 419474.82 3737630.46 0.01518 419494.82 3737630.46 0.01455 419514.82 3737630.46 0.01396 419534.82 3737630.46 0.01343 419554.82 3737630.46 0.01292 419574.82 3737630.46 0.01247 419594.82 3737630.46 0.01206 419614.82 3737630.46 0.01169 419634.82 3737630.46 0.01140 419654.82 3737630.46 0.01116 419234.82 3737650.46 0.03278 419254.82 3737650.46 0.02955 419274.82 3737650.46 0.02698 419294.82 3737650.46 0.02486 419314.82 3737650.46 0.02301 419334.82 3737650.46 0.02144 419354.82 3737650.46 0.01998 419374.82 3737650.46 0.01895 419394.82 3737650.46 0.01802 419414.82 3737650.46 0.01716 419434.82 3737650.46 0.01636 419454.82 3737650.46 0.01563 419474.82 3737650.46 0.01497 419494.82 3737650.46 0.01437 419514.82 3737650.46 0.01382 419534.82 3737650.46 0.01331 419554.82 3737650.46 0.01285 419574.82 3737650.46 0.01240 419594.82 3737650.46 0.01202 419614.82 3737650.46 0.01164 419634.82 3737650.46 0.01135 419654.82 3737650.46 0.01115 419234.82 3737670.46 0.03072 Page 82 MainPlace_1.5m.ADO 419254.82 3737670.46 0.02796 419274.82 3737670.46 0.02573 419294.82 3737670.46 0.02386 419314.82 3737670.46 0.02223 419334.82 3737670.46 0.02079 419354.82 3737670.46 0.01947 419374.82 3737670.46 0.01849 419394.82 3737670.46 0.01768 419414.82 3737670.46 0.01687 419434.82 3737670.46 0.01612 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 35 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 0.01544 419474.82 3737670.46 0.01482 419494.82 3737670.46 0.01425 419514.82 3737670.46 0.01372 419534.82 3737670.46 0.01324 419554.82 3737670.46 0.01279 419574.82 3737670.46 0.01237 419594.82 3737670.46 0.01199 419614.82 3737670.46 0.01164 419634.82 Page 83 MainPlace_1.5m.AD0 3737670.46 0.01136 419654.82 3737670.46 0.01116 419234.82 3737690.46 0.02899 419254.82 3737690.46 0.02662 419274.82 3737690.46 0.02465 419294.82 3737690.46 0.02299 419314.82 3737690.46 0.02152 419334.82 3737690.46 0.02022 419354.82 3737690.46 0.01901 419374.82 3737690.46 0.01815 419394.82 3737690.46 0.01739 419414.82 3737690.46 0.01664 419434.82 3737690.46 0.01594 419454.82 3737690.46 0.01530 419474.82 3737690.46 0.01471 419494.82 3737690.46 0.01417 419514.82 3737690.46 0.01367 419534.82 3737690.46 0.01320 419554.82 3737690.46 0.01278 419574.82 3737690.46 0.01240 419594.82 3737690.46 0.01204 419614.82 3737690.46 0.01168 419634.82 3737690.46 0.01141 419654.82 3737690.46 0.01122 419234.82 3737710.46 0.02759 419254.82 3737710.46 0.02551 419274.82 3737710.46 0.02377 419294.82 3737710.46 0.02228 419314.82 3737710.46 0.02095 419334.82 3737710.46 0.01977 419354.82 3737710.46 0.01867 419374.82 3737710.46 0.01789 419394.82 3737710.46 0.01718 419414.82 3737710.46 0.01648 419434.82 3737710.46 0.01582 419454.82 3737710.46 0.01521 419474.82 3737710.46 0.01466 419494.82 3737710.46 0.01415 419514.82 3737710.46 0.01366 419534.82 3737710.46 0.01324 419554.82 3737710.46 0.01282 419574.82 3737710.46 0.01245 419594.82 3737710.46 0.01210 419614.82 3737710.46 0.01179 419634.82 3737710.46 0.01153 419654.82 3737710.46 0.01133 419234.82 3737730.46 0.02647 419254.82 3737730.46 0.02462 419274.82 Page 84 MainPlace_1.5m.ADO 3737730.46 0.02306 419294.82 3737730.46 0.02172 3737730.46 0.02052 419334.82 3737730.46 3737730.46 0.01843 419374.82 3737730.46 3737730.46 0.01706 419414.82 3737730.46 3737730.46 0.01577 419454.82 3737730.46 3737730.46 0.01468 419494.82 3737730.46 3737730.46 0.01371 419534.82 3737730.46 3737730.46 0.01290 419574.82 3737730.46 3737730.46 0.01223 419614.82 3737730.46 3737730.46 0.01168 419654.82 3737730.46 3737750.46 0.02558 419254.82 3737750.46 3737750.46 0.02251 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc 0.01943 0.01773 0.01639 0.01520 0.01416 0.01331 0.01255 0.01193 0.01152 0.02392 *** C:\Lakes\AERMOD *** 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 36 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM_10 IN MICROGRAMS/M**3 ** Page 85 MainPlace_1.5m.ADO X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - - - 0.02130 419314.82 3737750.46 0.02023 419334.82 3737750.46 0.01923 419354.82 3737750.46 0.01831 419374.82 3737750.46 0.01763 419394.82 3737750.46 0.01704 419414.82 3737750.46 0.01641 419434.82 3737750.46 0.01581 419454.82 3737750.46 0.01526 419474.82 3737750.46 0.01475 419494.82 3737750.46 0.01428 419514.82 3737750.46 0.01383 419534.82 3737750.46 0.01345 419554.82 3737750.46 0.01308 419574.82 3737750.46 0.01273 419594.82 3737750.46 0.01241 419614.82 3737750.46 0.01214 419634.82 3737750.46 0.01191 419654.82 3737750.46 0.01175 419234.82 3737770.46 0.02490 419254.82 3737770.46 0.02348 419274.82 3737770.46 0.02218 419294.82 3737770.46 0.02107 419314.82 3737770.46 0.02008 419334.82 3737770.46 0.01916 419354.82 3737770.46 0.01831 419374.82 3737770.46 0.01777 419394.82 3737770.46 0.01713 419414.82 3737770.46 0.01651 419434.82 3737770.46 0.01595 419454.82 3737770.46 0.01542 419474.82 3737770.46 0.01493 419494.82 3737770.46 0.01450 419514.82 3737770.46 0.01405 419534.82 3737770.46 0.01369 419554.82 3737770.46 0.01331 419574.82 3737770.46 0.01299 419594.82 3737770.46 0.01269 419614.82 3737770.46 0.01242 419634.82 3737770.46 0.01221 419654.82 3737770.46 0.01207 419254.82 3737790.46 0.02317 419274.82 3737790.46 0.02202 419294.82 3737790.46 0.02103 Page 86 MainPlace_1.5m.ADO 419314.82 3737790.46 0.02015 419334.82 3737790.46 0.01928 419354.82 3737790.46 0.01852 419374.82 3737790.46 0.01797 419394.82 3737790.46 0.01738 419414.82 3737790.46 0.01678 419434.82 3737790.46 0.01624 419454.82 3737790.46 0.01573 419474.82 3737790.46 0.01525 419494.82 3737790.46 0.01482 419514.82 3737790.46 0.01440 419534.82 3737790.46 0.01405 419554.82 3737790.46 0.01370 419574.82 3737790.46 0.01339 419594.82 3737790.46 0.01309 419614.82 3737790.46 0.01284 419634.82 3737790.46 0.01263 419654.82 3737790.46 0.01250 419274.82 3737810.46 0.02209 419294.82 3737810.46 0.02124 419314.82 3737810.46 0.02046 419334.82 3737810.46 0.01969 419354.82 3737810.46 0.01898 419374.82 3737810.46 0.01842 419394.82 3737810.46 0.01788 419414.82 3737810.46 0.01725 419434.82 3737810.46 0.01671 419454.82 3737810.46 0.01620 419474.82 3737810.46 0.01576 419494.82 3737810.46 0.01532 419514.82 3737810.46 0.01492 419534.82 3737810.46 0.01457 419554.82 3737810.46 0.01422 419574.82 3737810.46 0.01390 419594.82 3737810.46 0.01361 419614.82 3737810.46 0.01338 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 37 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , Page 87 *** MainPlace 1.5m.ADO L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 - - - - - - 0.01321 419654.82 3737810.46 0.01308 419294.82 3737830.46 0.02184 419314.82 3737830.46 0.02120 419334.82 3737830.46 0.02057 419354.82 3737830.46 0.01986 419374.82 3737830.46 0.01927 419394.82 3737830.46 0.01872 419414.82 3737830.46 0.01808 419434.82 3737830.46 0.01746 419454.82 3737830.46 0.01695 419474.82 3737830.46 0.01655 419494.82 3737830.46 0.01611 419514.82 3737830.46 0.01572 419534.82 3737830.46 0.01536 419554.82 3737830.46 0.01498 419574.82 3737830.46 0.01466 419594.82 3737830.46 0.01439 419614.82 3737830.46 0.01421 419634.82 3737830.46 0.01405 419654.82 3737830.46 0.01394 419314.82 3737850.46 0.02257 419334.82 3737850.46 0.02209 419354.82 3737850.46 0.02154 419374.82 3737850.46 0.02096 419394.82 3737850.46 0.02033 419414.82 3737850.46 0.01962 419434.82 3737850.46 0.01883 419454.82 3737850.46 0.01827 419474.82 3737850.46 0.01778 419494.82 3737850.46 0.01735 419514.82 Page 88 MainPlace_1.5m.ADO 3737850.46 0.01691 419534.82 3737850.46 0.01651 3737850.46 0.01615 419574.82 3737850.46 3737850.46 0.01557 419614.82 3737850.46 3737850.46 0.01529 419654.82 3737850.46 3737870.46 0.01878 419534.82 3737870.46 3737870.46 0.01816 419574.82 3737870.46 3737870.46 0.01762 419614.82 3737870.46 3737870.46 0.01723 419654.82 3737870.46 3737890.46 0.02633 419534.82 3737890.46 3737890.46 0.02579 419574.82 3737890.46 3737890.46 0.02532 419614.82 3737890.46 3737890.46 0.02499 419654.82 3737890.46 3737890.46 0.02462 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc 0.01583 0.01541 0.01518 0.01839 0.01790 0.01740 0.01715 0.02602 0.02556 0.02512 0.02496 *** C:\Lakes\AERMOD *** 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 38 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 Page 89 MainPlace 1.5m.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.09995 - - (16102819) 419414.82 3737330.46 0.08519 (16102819) 419434.82 3737330.46 0.07479 (14051320) 419454.82 3737330.46 0.06724 (14051320) 419474.82 3737330.46 0.06113 (14051320) 419494.82 3737330.46 0.05596 (14051320) 419514.82 3737330.46 0.05196 (13060522) 419534.82 3737330.46 0.04860 (13060522) 419554.82 3737330.46 0.04566 (13060522) 419574.82 3737330.46 0.04305 (13060522) 419594.82 3737330.46 0.04131 (13060522) 419614.82 3737330.46 0.03940 (13060522) 419634.82 3737330.46 0.03809 (13060522) 419654.82 3737330.46 0.03792 (16102820) 419374.82 3737350.46 0.10633 (16102819) 419394.82 3737350.46 0.08937 (16102819) 419414.82 3737350.46 0.07777 (14092121) 419434.82 3737350.46 0.06947 (14051320) 419454.82 3737350.46 0.06327 (14092121) 419474.82 3737350.46 0.05844 (14092121) 419494.82 3737350.46 0.05386 (13060522) 419514.82 3737350.46 0.05028 (13060522) 419534.82 3737350.46 0.04738 (13060522) 419554.82 3737350.46 0.04477 (13060522) 419574.82 3737350.46 0.04299 (13060522) 419594.82 3737350.46 0.04227 (13060522) 419614.82 3737350.46 0.04153 (16102820) 419634.82 3737350.46 0.04068 (16102820) 419654.82 3737350.46 0.03923 (16102820) 419374.82 3737370.46 0.09416 (16102819) 419394.82 3737370.46 0.08111 (14092121) 419414.82 3737370.46 0.07202 (14092121) 419434.82 3737370.46 0.06577 (14092121) 419454.82 3737370.46 0.06009 (14092121) 419474.82 3737370.46 0.05537 (14092121) 419494.82 3737370.46 0.05164 (13060522) 419514.82 3737370.46 0.04855 (13060522) 419534.82 3737370.46 0.04568 (13060522) 419554.82 3737370.46 0.04327 (13060522) 419574.82 3737370.46 0.04161 (13060522) 419594.82 3737370.46 0.04117 (16102820) 419614.82 3737370.46 0.04077 (16102820) Page 90 MainPlace 1.5m.ADO 419634.82 3737370.46 0.03979 (16102820) 419654.82 3737370.46 0.03827 (16102820) 419354.82 3737390.46 0.09962 (16102819) 419374.82 3737390.46 0.08488 (16102819) 419394.82 3737390.46 0.07483 (14092121) 419414.82 3737390.46 0.06804 (14092121) 419434.82 3737390.46 0.06210 (14092121) 419454.82 3737390.46 0.05785 (14092121) 419474.82 3737390.46 0.05570 (12101320) 419494.82 3737390.46 0.05158 (13060522) 419514.82 3737390.46 0.04749 (13060522) 419534.82 3737390.46 0.04489 (13060522) 419554.82 3737390.46 0.04403 (13060522) 419574.82 3737390.46 0.04297 (16102820) 419594.82 3737390.46 0.04165 (16102820) 419614.82 3737390.46 0.04046 (16102820) 419634.82 3737390.46 0.03888 (16102820) 419654.82 3737390.46 0.03717 (16102820) 419354.82 3737410.46 0.08907 (16102819) 419374.82 3737410.46 0.07787 (14092121) 419394.82 3737410.46 0.07048 (14092121) 419414.82 3737410.46 0.06412 (14092121) 419434.82 3737410.46 0.05964 (14092121) 419454.82 3737410.46 0.05796 (12101320) 419474.82 3737410.46 0.05533 (16101702) 419494.82 3737410.46 0.05274 (16101702) 419514.82 3737410.46 0.04989 (16051803) 419534.82 3737410.46 0.04742 (16102820) 419554.82 3737410.46 0.04529 (16102820) 419574.82 3737410.46 0.04344 (16102820) 419594.82 3737410.46 0.04162 (16102820) 419614.82 3737410.46 0.03971 (16102820) 419634.82 3737410.46 0.03790 (16091421) 419654.82 3737410.46 0.03639 (15080421) 419334.82 3737430.46 0.09385 (16102819) 419354.82 3737430.46 0.08192 (14092121) 419374.82 3737430.46 0.07342 (14092121) 419394.82 3737430.46 0.06633 (14092121) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 39 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** Page 91 MainPlace 1.5m.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.06239 - - (14092121) 419434.82 3737430.46 0.06034 (12101320) 419454.82 3737430.46 0.05818 (14082502) 419474.82 3737430.46 0.05496 (12071803) 419494.82 3737430.46 0.05183 (16091323) 419514.82 3737430.46 0.04910 (16091323) 419534.82 3737430.46 0.04650 (16102820) 419554.82 3737430.46 0.04439 (16102820) 419574.82 3737430.46 0.04224 (16102820) 419594.82 3737430.46 0.04000 (16102820) 419614.82 3737430.46 0.03804 (15080421) 419634.82 3737430.46 0.03600 (15080421) 419654.82 3737430.46 0.03547 (15080421) 419334.82 3737450.46 0.08590 (14092121) 419354.82 3737450.46 0.07631 (14092121) 419374.82 3737450.46 0.06869 (14092121) 419394.82 3737450.46 0.06549 (12101320) 419414.82 3737450.46 0.06234 (12101320) 419434.82 3737450.46 0.05936 (14082502) 419454.82 3737450.46 0.05654 (13111823) 419474.82 3737450.46 0.05347 (16091323) 419494.82 3737450.46 0.05057 (16091323) 419514.82 3737450.46 0.04781 (16102519) 419534.82 3737450.46 0.04552 (16102519) 419554.82 3737450.46 0.04333 (13060505) 419574.82 3737450.46 0.04118 (14101422) 419594.82 3737450.46 0.03908 (16091421) 419614.82 3737450.46 0.03703 (15080421) 419634.82 3737450.46 0.03491 (15080421) 419654.82 Page 92 MainPlace 1.5m.AD0 3737450.46 0.03478 (15080421) 419314.82 3737470.46 0.08912 (14092121) 419334.82 3737470.46 0.07947 (14092121) 419354.82 3737470.46 0.07241 (14092121) 419374.82 3737470.46 0.06862 (12101320) 419394.82 3737470.46 0.06482 (14082502) 419414.82 3737470.46 0.06130 (14082502) 419434.82 3737470.46 0.05781 (13111823) 419454.82 3737470.46 0.05452 (16091323) 419474.82 3737470.46 0.05167 (16091323) 419494.82 3737470.46 0.04888 (16102519) 419514.82 3737470.46 0.04630 (13060505) 419534.82 3737470.46 0.04414 (13060505) 419554.82 3737470.46 0.04235 (14101422) 419574.82 3737470.46 0.04041 (14101422) 419594.82 3737470.46 0.03831 (16091421) 419614.82 3737470.46 0.03656 (15080421) 419634.82 3737470.46 0.03487 (15080421) 419654.82 3737470.46 0.03432 (15080421) 419314.82 3737490.46 0.08252 (14092121) 419334.82 3737490.46 0.07635 (14092121) 419354.82 3737490.46 0.07355 (16072606) 419374.82 3737490.46 0.06778 (14082502) 419394.82 3737490.46 0.06279 (14082502) 419414.82 3737490.46 0.05901 (13111823) 419434.82 3737490.46 0.05570 (16091323) 419454.82 3737490.46 0.05261 (16091323) 419474.82 3737490.46 0.04987 (16102519) 419494.82 3737490.46 0.04735 (13060505) 419514.82 3737490.46 0.04501 (13060505) 419534.82 3737490.46 0.04302 (14101422) 419554.82 3737490.46 0.04134 (14101422) 419574.82 3737490.46 0.03949 (14101422) 419594.82 3737490.46 0.03769 (15080421) 419614.82 3737490.46 0.03623 (15080421) 419634.82 3737490.46 0.03478 (15080421) 419654.82 3737490.46 0.03386 (15080421) 419294.82 3737510.46 0.08635 (14092121) 419314.82 3737510.46 0.07754 (14092121) 419334.82 3737510.46 0.07523 (12101320) 419354.82 3737510.46 0.07050 (14082502) 419374.82 3737510.46 0.06511 (14082502) 419394.82 3737510.46 0.06046 (13111823) 419414.82 3737510.46 0.05695 (16091323) 419434.82 3737510.46 0.05367 (16091323) 419454.82 3737510.46 0.05082 (16102519) 419474.82 3737510.46 0.04820 (13060505) 419494.82 3737510.46 0.04583 (14101422) 419514.82 Page 93 MainPlace 1.5m.ADO 3737510.46 0.04385 (14101422) 419534.82 3737510.46 0.04188 (14101422) 419554.82 3737510.46 0.04023 (14101422) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 40 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.03850 - - (14082402) 419594.82 3737510.46 0.03694 (12101907) 419614.82 3737510.46 0.03573 (15101101) 419634.82 3737510.46 0.03473 (15101101) 419654.82 3737510.46 0.03398 (15101101) 419294.82 3737530.46 0.07993 (14092121) 419314.82 3737530.46 0.07723 (12101320) 419334.82 3737530.46 0.07173 (14082502) 419354.82 3737530.46 0.06698 (14082502) 419374.82 3737530.46 0.06211 (13111823) 419394.82 3737530.46 0.05831 (16091323) 419414.82 3737530.46 0.05492 (16102519) 419434.82 3737530.46 0.05189 (16102519) 419454.82 3737530.46 0.04911 (13060505) 419474.82 3737530.46 0.04667 (14101422) 419494.82 3737530.46 0.04463 (14101422) Page 94 MainPlace 1.5m.AD0 419514.82 3737530.46 0.04264 (14101422) 419534.82 3737530.46 0.04040 (14101422) 419554.82 3737530.46 0.03891 (14082402) 419574.82 3737530.46 0.03750 (15101101) 419594.82 3737530.46 0.03647 (15101101) 419614.82 3737530.46 0.03568 (15101101) 419634.82 3737530.46 0.03525 (15101101) 419654.82 3737530.46 0.03428 (15101101) 419274.82 3737550.46 0.08158 (14092121) 419294.82 3737550.46 0.07412 (14092121) 419314.82 3737550.46 0.07313 (14082502) 419334.82 3737550.46 0.06769 (14082502) 419354.82 3737550.46 0.06376 (16091323) 419374.82 3737550.46 0.05981 (16091323) 419394.82 3737550.46 0.05623 (16102519) 419414.82 3737550.46 0.05302 (13060505) 419434.82 3737550.46 0.05017 (13060505) 419454.82 3737550.46 0.04771 (14101422) 419474.82 3737550.46 0.04558 (14101422) 419494.82 3737550.46 0.04358 (14101422) 419514.82 3737550.46 0.04164 (14082402) 419534.82 3737550.46 0.03978 (14082402) 419554.82 3737550.46 0.03831 (15101101) 419574.82 3737550.46 0.03715 (15101101) 419594.82 3737550.46 0.03618 (15101101) 419614.82 3737550.46 0.03539 (15101101) 419634.82 3737550.46 0.03470 (15101101) 419654.82 3737550.46 0.03362 (15101101) 419274.82 3737570.46 0.07517 (13060522) 419294.82 3737570.46 0.06925 (12101320) 419314.82 3737570.46 0.06911 (12071803) 419334.82 3737570.46 0.06436 (16091323) 419354.82 3737570.46 0.06119 (16091323) 419374.82 3737570.46 0.05756 (16102519) 419394.82 3737570.46 0.05424 (13060505) 419414.82 3737570.46 0.05122 (13060505) 419434.82 3737570.46 0.04879 (14101422) 419454.82 3737570.46 0.04655 (14101422) 419474.82 3737570.46 0.04451 (14082402) 419494.82 3737570.46 0.04265 (14082402) 419514.82 3737570.46 0.04080 (14082402) 419534.82 3737570.46 0.03919 (15101101) 419554.82 3737570.46 0.03786 (15101101) 419574.82 3737570.46 0.03671 (15101101) 419594.82 3737570.46 0.03575 (15101101) 419614.82 3737570.46 0.03495 (15101101) 419634.82 3737570.46 0.03415 (15101101) 419654.82 3737570.46 0.03306 (13082023) Page 95 MainPlace_1.5m.ADO 419254.82 3737590.46 0.07822 (12093007) 3737590.46 0.07069 (13060522) 419294.82 3737590.46 0.06571 (13060522) 3737590.46 0.06551 (16091323) 419334.82 3737590.46 0.06165 (16091323) 3737590.46 0.05871 (16102519) 419374.82 3737590.46 0.05524 (13060505) 3737590.46 0.05229 (14101422) 419414.82 3737590.46 0.04986 (14101422) 3737590.46 0.04756 (14082402) 419454.82 3737590.46 0.04546 (14082402) 3737590.46 0.04349 (14082402) 419494.82 3737590.46 0.04165 (15101101) 3737590.46 0.04004 (15101101) 419534.82 3737590.46 0.03832 (15101101) 3737590.46 0.03719 (15101101) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 41 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 0.03612 (15101101) 419594.82 3737590.46 0.03521 (15101101) 419614.82 3737590.46 0.03450 (13082023) 419634.82 Page 96 MainPlace 1.5m.AD0 3737590.46 0.03398 (13082023) 419654.82 3737590.46 0.03293 (13082023) 419254.82 3737610.46 0.07268 (13060522) 419274.82 3737610.46 0.06589 (13040407) 419294.82 3737610.46 0.06259 (16102820) 419314.82 3737610.46 0.06220 (16102820) 419334.82 3737610.46 0.05891 (15061606) 419354.82 3737610.46 0.05610 (13060505) 419374.82 3737610.46 0.05335 (14101422) 419394.82 3737610.46 0.05089 (14101422) 419414.82 3737610.46 0.04863 (14082402) 419434.82 3737610.46 0.04642 (14082402) 419454.82 3737610.46 0.04433 (14082402) 419474.82 3737610.46 0.04254 (15101101) 419494.82 3737610.46 0.04104 (15101101) 419514.82 3737610.46 0.03950 (15101101) 419534.82 3737610.46 0.03787 (15101101) 419554.82 3737610.46 0.03650 (15101101) 419574.82 3737610.46 0.03545 (13082023) 419594.82 3737610.46 0.03469 (13082023) 419614.82 3737610.46 0.03400 (13082023) 419634.82 3737610.46 0.03362 (13082023) 419654.82 3737610.46 0.03244 (13082023) 419254.82 3737630.46 0.06813 (16102820) 419274.82 3737630.46 0.06254 (16102820) 419294.82 3737630.46 0.05903 (16102820) 419314.82 3737630.46 0.05627 (16102820) 419334.82 3737630.46 0.05639 (14101422) 419354.82 3737630.46 0.05386 (14101422) 419374.82 3737630.46 0.05160 (14082402) 419394.82 3737630.46 0.04955 (14082402) 419414.82 3737630.46 0.04737 (14082402) 419434.82 3737630.46 0.04518 (15101101) 419454.82 3737630.46 0.04347 (15101101) 419474.82 3737630.46 0.04185 (15101101) 419494.82 3737630.46 0.04034 (15101101) 419514.82 3737630.46 0.03885 (15101101) 419534.82 3737630.46 0.03741 (13082023) 419554.82 3737630.46 0.03610 (13082023) 419574.82 3737630.46 0.03515 (13082023) 419594.82 3737630.46 0.03426 (13082023) 419614.82 3737630.46 0.03328 (13082023) 419634.82 3737630.46 0.03290 (13082023) 419654.82 3737630.46 0.03189 (15012924) 419234.82 3737650.46 0.07086 (12093007) 419254.82 3737650.46 0.06449 (16102820) 419274.82 3737650.46 0.05937 (16102820) 419294.82 3737650.46 0.05535 (15080421) 419314.82 Page 97 MainPlace_1.5m.ADO 3737650.46 0.05331 (15080421) 419334.82 3737650.46 0.05121 (15080421) 3737650.46 0.05181 (14082402) 419374.82 3737650.46 0.04971 (14082402) 3737650.46 0.04785 (14082402) 419414.82 3737650.46 0.04615 (15101101) 3737650.46 0.04440 (15101101) 419454.82 3737650.46 0.04270 (15101101) 3737650.46 0.04108 (15101101) 419494.82 3737650.46 0.03952 (15101101) 3737650.46 0.03831 (13082023) 419534.82 3737650.46 0.03718 (13082023) 3737650.46 0.03604 (13082023) 419574.82 3737650.46 0.03490 (13082023) 3737650.46 0.03368 (13082023) 419614.82 3737650.46 0.03270 (14101423) 3737650.46 0.03198 (14101423) 419654.82 3737650.46 0.03135 (16102821) 3737670.46 0.06681 (16102820) 419254.82 3737670.46 0.06108 (16102820) 3737670.46 0.05705 (15080421) 419294.82 3737670.46 0.05357 (15080421) 3737670.46 0.05124 (15080421) 419334.82 3737670.46 0.04999 (15080421) 3737670.46 0.05031 (15101101) 419374.82 3737670.46 0.04839 (15101101) 3737670.46 0.04684 (15101101) 419414.82 3737670.46 0.04531 (15101101) 3737670.46 0.04353 (15101101) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 42 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 000.•, 000.•• , L0006957 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 12/29/18 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 Page 98 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** ** MainPlace_1.5m.ADO *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04181 - - (15101101) 419474.82 3737670.46 0.04039 (13082023) 419494.82 3737670.46 0.03914 (13082023) 419514.82 3737670.46 0.03793 (13082023) 419534.82 3737670.46 0.03679 (13082023) 419554.82 3737670.46 0.03570 (15012924) 419574.82 3737670.46 0.03465 (15012924) 419594.82 3737670.46 0.03354 (16102821) 419614.82 3737670.46 0.03251 (14101423) 419634.82 3737670.46 0.03182 (13012417) 419654.82 3737670.46 0.03132 (13012417) 419234.82 3737690.46 0.06336 (12093007) 419254.82 3737690.46 0.05887 (15080421) 419274.82 3737690.46 0.05509 (15080421) 419294.82 3737690.46 0.05181 (15080421) 419314.82 3737690.46 0.05020 (15080421) 419334.82 3737690.46 0.04878 (12101907) 419354.82 3737690.46 0.04936 (15101101) 419374.82 3737690.46 0.04752 (15101101) 419394.82 3737690.46 0.04593 (15101101) 419414.82 3737690.46 0.04437 (15101101) 419434.82 3737690.46 0.04277 (13082023) 419454.82 3737690.46 0.04132 (13082023) 419474.82 3737690.46 0.03996 (13082023) 419494.82 3737690.46 0.03868 (13082023) 419514.82 3737690.46 0.03753 (15012924) 419534.82 3737690.46 0.03658 (16102821) 419554.82 3737690.46 0.03562 (16102821) 419574.82 3737690.46 0.03454 (16102821) 419594.82 3737690.46 0.03348 (13012417) 419614.82 3737690.46 0.03264 (13012417) 419634.82 3737690.46 0.03194 (13012417) 419654.82 3737690.46 0.03144 (13012417) 419234.82 3737710.46 0.06072 (15080421) 419254.82 3737710.46 0.05665 (15080421) 419274.82 3737710.46 0.05315 (15080421) 419294.82 3737710.46 0.05003 (15080421) 419314.82 3737710.46 0.04873 (12101907) Page 99 MainPlace 1.5m.ADO 419334.82 3737710.46 0.04766 (15101101) 419354.82 3737710.46 0.04830 (15101101) 419374.82 3737710.46 0.04652 (15101101) 419394.82 3737710.46 0.04511 (13082023) 419414.82 3737710.46 0.04384 (13082023) 419434.82 3737710.46 0.04227 (13082023) 419454.82 3737710.46 0.04081 (13082023) 419474.82 3737710.46 0.03954 (15012924) 419494.82 3737710.46 0.03847 (16102821) 419514.82 3737710.46 0.03747 (16102821) 419534.82 3737710.46 0.03659 (16102821) 419554.82 3737710.46 0.03557 (15091602) 419574.82 3737710.46 0.03465 (15091602) 419594.82 3737710.46 0.03376 (13012417) 419614.82 3737710.46 0.03283 (13012417) 419634.82 3737710.46 0.03219 (13012417) 419654.82 3737710.46 0.03164 (16110917) 419234.82 3737730.46 0.05850 (12093007) 419254.82 3737730.46 0.05475 (12093007) 419274.82 3737730.46 0.05158 (12093007) 419294.82 3737730.46 0.04887 (12093007) 419314.82 3737730.46 0.04710 (15012918) 419334.82 3737730.46 0.04694 (15101101) 419354.82 3737730.46 0.04728 (13082023) 419374.82 3737730.46 0.04589 (13082023) 419394.82 3737730.46 0.04454 (13082023) 419414.82 3737730.46 0.04324 (13092024) 419434.82 3737730.46 0.04194 (13092024) 419454.82 3737730.46 0.04067 (16102821) 419474.82 3737730.46 0.03936 (16102821) 419494.82 3737730.46 0.03820 (16102821) 419514.82 3737730.46 0.03722 (15091602) 419534.82 3737730.46 0.03645 (12100923) 419554.82 3737730.46 0.03553 (12100923) 419574.82 3737730.46 0.03470 (12100923) 419594.82 3737730.46 0.03394 (12100923) 419614.82 3737730.46 0.03324 (16110917) 419634.82 3737730.46 0.03266 (16110917) 419654.82 3737730.46 0.03218 (16110917) 419234.82 3737750.46 0.05689 (12093007) 419254.82 3737750.46 0.05360 (12093007) 419274.82 3737750.46 0.05081 (12093007) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 43 Page 100 MainPlace_1.5m.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** ** 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - 0.04840 - - (12093007) 419314.82 3737750.46 0.04629 (12093007) 419334.82 3737750.46 0.04625 (13082023) 419354.82 3737750.46 0.04667 (13082023) 419374.82 3737750.46 0.04539 (13082023) 419394.82 3737750.46 0.04408 (13092024) 419414.82 3737750.46 0.04307 (13092024) 419434.82 3737750.46 0.04189 (16102821) 419454.82 3737750.46 0.04068 (15091602) 419474.82 3737750.46 0.03936 (15091602) 419494.82 3737750.46 0.03826 (13012417) 419514.82 3737750.46 0.03727 (13012417) 419534.82 3737750.46 0.03638 (13012417) 419554.82 3737750.46 0.03566 (16110917) 419574.82 3737750.46 0.03502 (16110917) 419594.82 3737750.46 0.03444 (16110917) 419614.82 3737750.46 0.03395 (16110917) 419634.82 3737750.46 0.03329 (16110917) 419654.82 3737750.46 0.03293 (16110917) 419234.82 3737770.46 0.05582 (12093007) 419254.82 3737770.46 0.05297 (12093007) 419274.82 3737770.46 0.05052 (12093007) 419294.82 3737770.46 0.04839 (12093007) 419314.82 3737770.46 0.04652 (12093007) 419334.82 3737770.46 0.04612 (13082023) 419354.82 Page 101 MainPlace 1.5m.AD0 3737770.46 0.04663 (16102821) 419374.82 3737770.46 0.04543 (16102821) 419394.82 3737770.46 0.04419 (16102821) 419414.82 3737770.46 0.04310 (15091602) 419434.82 3737770.46 0.04203 (12100923) 419454.82 3737770.46 0.04094 (12100923) 419474.82 3737770.46 0.03970 (12100923) 419494.82 3737770.46 0.03858 (13012417) 419514.82 3737770.46 0.03777 (16110917) 419534.82 3737770.46 0.03709 (16110917) 419554.82 3737770.46 0.03636 (16110917) 419574.82 3737770.46 0.03575 (16110917) 419594.82 3737770.46 0.03525 (16110917) 419614.82 3737770.46 0.03474 (16110917) 419634.82 3737770.46 0.03416 (16110917) 419654.82 3737770.46 0.03379 (16110917) 419254.82 3737790.46 0.05288 (12093007) 419274.82 3737790.46 0.05077 (12093007) 419294.82 3737790.46 0.04894 (12093007) 419314.82 3737790.46 0.04731 (12093007) 419334.82 3737790.46 0.04677 (15031422) 419354.82 3737790.46 0.04677 (13012417) 419374.82 3737790.46 0.04576 (13012417) 419394.82 3737790.46 0.04456 (12100923) 419414.82 3737790.46 0.04355 (12100923) 419434.82 3737790.46 0.04257 (12100923) 419454.82 3737790.46 0.04146 (12100923) 419474.82 3737790.46 0.04034 (16110917) 419494.82 3737790.46 0.03959 (16110917) 419514.82 3737790.46 0.03880 (16110917) 419534.82 3737790.46 0.03812 (16110917) 419554.82 3737790.46 0.03745 (16110917) 419574.82 3737790.46 0.03686 (16110917) 419594.82 3737790.46 0.03648 (16110917) 419614.82 3737790.46 0.03602 (16110917) 419634.82 3737790.46 0.03544 (16110917) 419654.82 3737790.46 0.03523 (13101119) 419274.82 3737810.46 0.05175 (12093007) 419294.82 3737810.46 0.05024 (12093007) 419314.82 3737810.46 0.04889 (12093007) 419334.82 3737810.46 0.04888 (14082722) 419354.82 3737810.46 0.04882 (15031422) 419374.82 3737810.46 0.04755 (15031422) 419394.82 3737810.46 0.04657 (15101104) 419414.82 3737810.46 0.04547 (15101104) 419434.82 3737810.46 0.04440 (15101104) 419454.82 3737810.46 0.04324 (15101104) 419474.82 3737810.46 0.04193 (15101104) 419494.82 Page 102 MainPlace_1.5m.ADO 3737810.46 0.04101 (16110917) 419514.82 3737810.46 0.04028 (16110917) 3737810.46 0.03961 (16110917) 419554.82 3737810.46 0.03919 (13101119) 3737810.46 0.03885 (13101119) 419594.82 3737810.46 0.03854 (13101119) 3737810.46 0.03825 (13101119) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 44 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419534.82 419574.82 419614.82 12/29/18 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.03763 - - (13101119) 419654.82 3737810.46 0.03765 (13101119) 419294.82 3737830.46 0.05268 (12093007) 419314.82 3737830.46 0.05170 (12093007) 419334.82 3737830.46 0.05197 (15101004) 419354.82 3737830.46 0.05298 (15101004) 419374.82 3737830.46 0.05193 (15031422) 419394.82 3737830.46 0.05084 (15031422) 419414.82 3737830.46 0.04929 (15031422) 419434.82 3737830.46 0.04829 (15101104) 419454.82 3737830.46 0.04720 (15101104) 419474.82 3737830.46 0.04598 (15101104) Page 103 MainPlace 1.5m.ADO 419494.82 3737830.46 0.04466 (15101104) 419514.82 3737830.46 0.04353 (15101104) 419534.82 3737830.46 0.04266 (14101102) 419554.82 3737830.46 0.04212 (13101119) 419574.82 3737830.46 0.04184 (13101119) 419594.82 3737830.46 0.04160 (15061123) 419614.82 3737830.46 0.04136 (14082106) 419634.82 3737830.46 0.04090 (15061123) 419654.82 3737830.46 0.04096 (14082106) 419314.82 3737850.46 0.05661 (12093007) 419334.82 3737850.46 0.05664 (15112121) 419354.82 3737850.46 0.05850 (15112121) 419374.82 3737850.46 0.05865 (15101004) 419394.82 3737850.46 0.05800 (15101004) 419414.82 3737850.46 0.05595 (15101004) 419434.82 3737850.46 0.05393 (13092424) 419454.82 3737850.46 0.05263 (13092424) 419474.82 3737850.46 0.05139 (15101104) 419494.82 3737850.46 0.05026 (15101104) 419514.82 3737850.46 0.04932 (15101104) 419534.82 3737850.46 0.04822 (15101104) 419554.82 3737850.46 0.04713 (15101104) 419574.82 3737850.46 0.04678 (14082106) 419594.82 3737850.46 0.04672 (14082106) 419614.82 3737850.46 0.04637 (14082106) 419634.82 3737850.46 0.04620 (14082106) 419654.82 3737850.46 0.04636 (14082106) 419514.82 3737870.46 0.05807 (13092424) 419534.82 3737870.46 0.05680 (13092424) 419554.82 3737870.46 0.05541 (13092424) 419574.82 3737870.46 0.05480 (14082106) 419594.82 3737870.46 0.05478 (14082106) 419614.82 3737870.46 0.05512 (14061602) 419634.82 3737870.46 0.05541 (16092706) 419654.82 3737870.46 0.05605 (15101019) 419514.82 3737890.46 0.07388 (12093007) 419534.82 3737890.46 0.07328 (12093007) 419554.82 3737890.46 0.07281 (12093007) 419574.82 3737890.46 0.07234 (12093007) 419594.82 3737890.46 0.07188 (12093007) 419614.82 3737890.46 0.07149 (12093007) 419634.82 3737890.46 0.07126 (12093007) 419654.82 3737890.46 0.07132 (12093007) 419674.82 3737890.46 0.07048 (12093007) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 Page 104 MainPlace 1.5m.ADO PAGE 45 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 1-HR AVERAGE CONCENTRATION , L0006932 � , L0006955 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.09995 - - (16102819) 419414.82 3737330.46 0.08519 (16102819) 419434.82 3737330.46 0.07479 (14051320) 419454.82 3737330.46 0.06724 (14051320) 419474.82 3737330.46 0.06113 (14051320) 419494.82 3737330.46 0.05596 (14051320) 419514.82 3737330.46 0.05196 (13060522) 419534.82 3737330.46 0.04860 (13060522) 419554.82 3737330.46 0.04566 (13060522) 419574.82 3737330.46 0.04305 (13060522) 419594.82 3737330.46 0.04131 (13060522) 419614.82 3737330.46 0.03940 (13060522) 419634.82 3737330.46 0.03809 (13060522) 419654.82 3737330.46 0.03792 (16102820) 419374.82 3737350.46 0.10633 (16102819) 419394.82 3737350.46 0.08937 (16102819) 419414.82 3737350.46 0.07777 (14092121) 419434.82 3737350.46 0.06947 (14051320) 419454.82 3737350.46 0.06327 (14092121) 419474.82 3737350.46 0.05844 (14092121) 419494.82 3737350.46 0.05386 (13060522) 419514.82 3737350.46 0.05028 (13060522) 419534.82 3737350.46 0.04738 (13060522) 419554.82 Page 105 MainPlace 1.5m.AD0 3737350.46 0.04477 (13060522) 419574.82 3737350.46 0.04299 (13060522) 419594.82 3737350.46 0.04227 (13060522) 419614.82 3737350.46 0.04153 (16102820) 419634.82 3737350.46 0.04068 (16102820) 419654.82 3737350.46 0.03923 (16102820) 419374.82 3737370.46 0.09416 (16102819) 419394.82 3737370.46 0.08111 (14092121) 419414.82 3737370.46 0.07202 (14092121) 419434.82 3737370.46 0.06577 (14092121) 419454.82 3737370.46 0.06009 (14092121) 419474.82 3737370.46 0.05537 (14092121) 419494.82 3737370.46 0.05164 (13060522) 419514.82 3737370.46 0.04855 (13060522) 419534.82 3737370.46 0.04568 (13060522) 419554.82 3737370.46 0.04327 (13060522) 419574.82 3737370.46 0.04161 (13060522) 419594.82 3737370.46 0.04117 (16102820) 419614.82 3737370.46 0.04077 (16102820) 419634.82 3737370.46 0.03979 (16102820) 419654.82 3737370.46 0.03827 (16102820) 419354.82 3737390.46 0.09962 (16102819) 419374.82 3737390.46 0.08488 (16102819) 419394.82 3737390.46 0.07483 (14092121) 419414.82 3737390.46 0.06804 (14092121) 419434.82 3737390.46 0.06210 (14092121) 419454.82 3737390.46 0.05785 (14092121) 419474.82 3737390.46 0.05570 (12101320) 419494.82 3737390.46 0.05158 (13060522) 419514.82 3737390.46 0.04749 (13060522) 419534.82 3737390.46 0.04489 (13060522) 419554.82 3737390.46 0.04403 (13060522) 419574.82 3737390.46 0.04297 (16102820) 419594.82 3737390.46 0.04165 (16102820) 419614.82 3737390.46 0.04046 (16102820) 419634.82 3737390.46 0.03888 (16102820) 419654.82 3737390.46 0.03717 (16102820) 419354.82 3737410.46 0.08907 (16102819) 419374.82 3737410.46 0.07787 (14092121) 419394.82 3737410.46 0.07048 (14092121) 419414.82 3737410.46 0.06412 (14092121) 419434.82 3737410.46 0.05964 (14092121) 419454.82 3737410.46 0.05796 (12101320) 419474.82 3737410.46 0.05533 (16101702) 419494.82 3737410.46 0.05274 (16101702) 419514.82 3737410.46 0.04989 (16051803) 419534.82 3737410.46 0.04742 (16102820) 419554.82 3737410.46 0.04529 (16102820) 419574.82 Page 106 MainPlace_1.5m.ADO 3737410.46 0.04344 (16102820) 419594.82 3737410.46 0.04162 (16102820) 3737410.46 0.03971 (16102820) 419634.82 3737410.46 0.03790 (16091421) 3737410.46 0.03639 (15080421) 419334.82 3737430.46 0.09385 (16102819) 3737430.46 0.08192 (14092121) 419374.82 3737430.46 0.07342 (14092121) 3737430.46 0.06633 (14092121) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 46 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419614.82 419654.82 419354.82 419394.82 12/29/18 1-HR AVERAGE CONCENTRATION � MEAMIOY.L•1M , L0006932 !R[oIOIOISI7. *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.06239 - - (14092121) 419434.82 3737430.46 0.06034 (12101320) 419454.82 3737430.46 0.05818 (14082502) 419474.82 3737430.46 0.05496 (12071803) 419494.82 3737430.46 0.05183 (16091323) 419514.82 3737430.46 0.04910 (16091323) 419534.82 3737430.46 0.04650 (16102820) 419554.82 3737430.46 0.04439 (16102820) 419574.82 3737430.46 0.04224 (16102820) 419594.82 3737430.46 0.04000 (16102820) Page 107 MainPlace 1.5m.AD0 419614.82 3737430.46 0.03804 (15080421) 419634.82 3737430.46 0.03600 (15080421) 419654.82 3737430.46 0.03547 (15080421) 419334.82 3737450.46 0.08590 (14092121) 419354.82 3737450.46 0.07631 (14092121) 419374.82 3737450.46 0.06869 (14092121) 419394.82 3737450.46 0.06549 (12101320) 419414.82 3737450.46 0.06234 (12101320) 419434.82 3737450.46 0.05936 (14082502) 419454.82 3737450.46 0.05654 (13111823) 419474.82 3737450.46 0.05347 (16091323) 419494.82 3737450.46 0.05057 (16091323) 419514.82 3737450.46 0.04781 (16102519) 419534.82 3737450.46 0.04552 (16102519) 419554.82 3737450.46 0.04333 (13060505) 419574.82 3737450.46 0.04118 (14101422) 419594.82 3737450.46 0.03908 (16091421) 419614.82 3737450.46 0.03703 (15080421) 419634.82 3737450.46 0.03491 (15080421) 419654.82 3737450.46 0.03478 (15080421) 419314.82 3737470.46 0.08912 (14092121) 419334.82 3737470.46 0.07947 (14092121) 419354.82 3737470.46 0.07241 (14092121) 419374.82 3737470.46 0.06862 (12101320) 419394.82 3737470.46 0.06482 (14082502) 419414.82 3737470.46 0.06130 (14082502) 419434.82 3737470.46 0.05781 (13111823) 419454.82 3737470.46 0.05452 (16091323) 419474.82 3737470.46 0.05167 (16091323) 419494.82 3737470.46 0.04888 (16102519) 419514.82 3737470.46 0.04630 (13060505) 419534.82 3737470.46 0.04414 (13060505) 419554.82 3737470.46 0.04235 (14101422) 419574.82 3737470.46 0.04041 (14101422) 419594.82 3737470.46 0.03831 (16091421) 419614.82 3737470.46 0.03656 (15080421) 419634.82 3737470.46 0.03487 (15080421) 419654.82 3737470.46 0.03432 (15080421) 419314.82 3737490.46 0.08252 (14092121) 419334.82 3737490.46 0.07635 (14092121) 419354.82 3737490.46 0.07355 (16072606) 419374.82 3737490.46 0.06778 (14082502) 419394.82 3737490.46 0.06279 (14082502) 419414.82 3737490.46 0.05901 (13111823) 419434.82 3737490.46 0.05570 (16091323) 419454.82 3737490.46 0.05261 (16091323) 419474.82 3737490.46 0.04987 (16102519) 419494.82 3737490.46 0.04735 (13060505) Page 108 MainPlace_1.5m.ADO 419514.82 3737490.46 0.04501 (13060505) 3737490.46 0.04302 (14101422) 419554.82 3737490.46 0.04134 (14101422) 3737490.46 0.03949 (14101422) 419594.82 3737490.46 0.03769 (15080421) 3737490.46 0.03623 (15080421) 419634.82 3737490.46 0.03478 (15080421) 3737490.46 0.03386 (15080421) 419294.82 3737510.46 0.08635 (14092121) 3737510.46 0.07754 (14092121) 419334.82 3737510.46 0.07523 (12101320) 3737510.46 0.07050 (14082502) 419374.82 3737510.46 0.06511 (14082502) 3737510.46 0.06046 (13111823) 419414.82 3737510.46 0.05695 (16091323) 3737510.46 0.05367 (16091323) 419454.82 3737510.46 0.05082 (16102519) 3737510.46 0.04820 (13060505) 419494.82 3737510.46 0.04583 (14101422) 3737510.46 0.04385 (14101422) 419534.82 3737510.46 0.04188 (14101422) 3737510.46 0.04023 (14101422) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 47 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 Emma ** 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION � MEAMIOY.L•1M , L0006932 !R[oIOIOISI7. *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Page 109 MainPlace 1.5m.ADO Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.03850 - - (14082402) 419594.82 3737510.46 0.03694 (12101907) 419614.82 3737510.46 0.03573 (15101101) 419634.82 3737510.46 0.03473 (15101101) 419654.82 3737510.46 0.03398 (15101101) 419294.82 3737530.46 0.07993 (14092121) 419314.82 3737530.46 0.07723 (12101320) 419334.82 3737530.46 0.07173 (14082502) 419354.82 3737530.46 0.06698 (14082502) 419374.82 3737530.46 0.06211 (13111823) 419394.82 3737530.46 0.05831 (16091323) 419414.82 3737530.46 0.05492 (16102519) 419434.82 3737530.46 0.05189 (16102519) 419454.82 3737530.46 0.04911 (13060505) 419474.82 3737530.46 0.04667 (14101422) 419494.82 3737530.46 0.04463 (14101422) 419514.82 3737530.46 0.04264 (14101422) 419534.82 3737530.46 0.04040 (14101422) 419554.82 3737530.46 0.03891 (14082402) 419574.82 3737530.46 0.03750 (15101101) 419594.82 3737530.46 0.03647 (15101101) 419614.82 3737530.46 0.03568 (15101101) 419634.82 3737530.46 0.03525 (15101101) 419654.82 3737530.46 0.03428 (15101101) 419274.82 3737550.46 0.08158 (14092121) 419294.82 3737550.46 0.07412 (14092121) 419314.82 3737550.46 0.07313 (14082502) 419334.82 3737550.46 0.06769 (14082502) 419354.82 3737550.46 0.06376 (16091323) 419374.82 3737550.46 0.05981 (16091323) 419394.82 3737550.46 0.05623 (16102519) 419414.82 3737550.46 0.05302 (13060505) 419434.82 3737550.46 0.05017 (13060505) 419454.82 3737550.46 0.04771 (14101422) 419474.82 3737550.46 0.04558 (14101422) 419494.82 3737550.46 0.04358 (14101422) 419514.82 3737550.46 0.04164 (14082402) 419534.82 3737550.46 0.03978 (14082402) 419554.82 3737550.46 0.03831 (15101101) 419574.82 3737550.46 0.03715 (15101101) 419594.82 3737550.46 0.03618 (15101101) 419614.82 3737550.46 0.03539 (15101101) 419634.82 3737550.46 0.03470 (15101101) 419654.82 3737550.46 0.03362 (15101101) 419274.82 3737570.46 0.07517 (13060522) 419294.82 Page 110 MainPlace_1.5m.ADO 3737570.46 0.06925 (12101320) 419314.82 3737570.46 0.06911 (12071803) 3737570.46 0.06436 (16091323) 419354.82 3737570.46 0.06119 (16091323) 3737570.46 0.05756 (16102519) 419394.82 3737570.46 0.05424 (13060505) 3737570.46 0.05122 (13060505) 419434.82 3737570.46 0.04879 (14101422) 3737570.46 0.04655 (14101422) 419474.82 3737570.46 0.04451 (14082402) 3737570.46 0.04265 (14082402) 419514.82 3737570.46 0.04080 (14082402) 3737570.46 0.03919 (15101101) 419554.82 3737570.46 0.03786 (15101101) 3737570.46 0.03671 (15101101) 419594.82 3737570.46 0.03575 (15101101) 3737570.46 0.03495 (15101101) 419634.82 3737570.46 0.03415 (15101101) 3737570.46 0.03306 (13082023) 419254.82 3737590.46 0.07822 (12093007) 3737590.46 0.07069 (13060522) 419294.82 3737590.46 0.06571 (13060522) 3737590.46 0.06551 (16091323) 419334.82 3737590.46 0.06165 (16091323) 3737590.46 0.05871 (16102519) 419374.82 3737590.46 0.05524 (13060505) 3737590.46 0.05229 (14101422) 419414.82 3737590.46 0.04986 (14101422) 3737590.46 0.04756 (14082402) 419454.82 3737590.46 0.04546 (14082402) 3737590.46 0.04349 (14082402) 419494.82 3737590.46 0.04165 (15101101) 3737590.46 0.04004 (15101101) 419534.82 3737590.46 0.03832 (15101101) 3737590.46 0.03719 (15101101) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 48 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL L0006933 , L0006934 L0006936 *** THE 1ST HIGHEST *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 Page 111 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION .... , L0006932 *** ** MainPlace_1.5m.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe lKlal lIOY.L•1 . *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.03612 - - (15101101) 419594.82 3737590.46 0.03521 (15101101) 419614.82 3737590.46 0.03450 (13082023) 419634.82 3737590.46 0.03398 (13082023) 419654.82 3737590.46 0.03293 (13082023) 419254.82 3737610.46 0.07268 (13060522) 419274.82 3737610.46 0.06589 (13040407) 419294.82 3737610.46 0.06259 (16102820) 419314.82 3737610.46 0.06220 (16102820) 419334.82 3737610.46 0.05891 (15061606) 419354.82 3737610.46 0.05610 (13060505) 419374.82 3737610.46 0.05335 (14101422) 419394.82 3737610.46 0.05089 (14101422) 419414.82 3737610.46 0.04863 (14082402) 419434.82 3737610.46 0.04642 (14082402) 419454.82 3737610.46 0.04433 (14082402) 419474.82 3737610.46 0.04254 (15101101) 419494.82 3737610.46 0.04104 (15101101) 419514.82 3737610.46 0.03950 (15101101) 419534.82 3737610.46 0.03787 (15101101) 419554.82 3737610.46 0.03650 (15101101) 419574.82 3737610.46 0.03545 (13082023) 419594.82 3737610.46 0.03469 (13082023) 419614.82 3737610.46 0.03400 (13082023) 419634.82 3737610.46 0.03362 (13082023) 419654.82 3737610.46 0.03244 (13082023) 419254.82 3737630.46 0.06813 (16102820) 419274.82 3737630.46 0.06254 (16102820) 419294.82 3737630.46 0.05903 (16102820) 419314.82 3737630.46 0.05627 (16102820) 419334.82 3737630.46 0.05639 (14101422) 419354.82 3737630.46 0.05386 (14101422) Page 112 MainPlace 1.5m.AD0 419374.82 3737630.46 0.05160 (14082402) 419394.82 3737630.46 0.04955 (14082402) 419414.82 3737630.46 0.04737 (14082402) 419434.82 3737630.46 0.04518 (15101101) 419454.82 3737630.46 0.04347 (15101101) 419474.82 3737630.46 0.04185 (15101101) 419494.82 3737630.46 0.04034 (15101101) 419514.82 3737630.46 0.03885 (15101101) 419534.82 3737630.46 0.03741 (13082023) 419554.82 3737630.46 0.03610 (13082023) 419574.82 3737630.46 0.03515 (13082023) 419594.82 3737630.46 0.03426 (13082023) 419614.82 3737630.46 0.03328 (13082023) 419634.82 3737630.46 0.03290 (13082023) 419654.82 3737630.46 0.03189 (15012924) 419234.82 3737650.46 0.07086 (12093007) 419254.82 3737650.46 0.06449 (16102820) 419274.82 3737650.46 0.05937 (16102820) 419294.82 3737650.46 0.05535 (15080421) 419314.82 3737650.46 0.05331 (15080421) 419334.82 3737650.46 0.05121 (15080421) 419354.82 3737650.46 0.05181 (14082402) 419374.82 3737650.46 0.04971 (14082402) 419394.82 3737650.46 0.04785 (14082402) 419414.82 3737650.46 0.04615 (15101101) 419434.82 3737650.46 0.04440 (15101101) 419454.82 3737650.46 0.04270 (15101101) 419474.82 3737650.46 0.04108 (15101101) 419494.82 3737650.46 0.03952 (15101101) 419514.82 3737650.46 0.03831 (13082023) 419534.82 3737650.46 0.03718 (13082023) 419554.82 3737650.46 0.03604 (13082023) 419574.82 3737650.46 0.03490 (13082023) 419594.82 3737650.46 0.03368 (13082023) 419614.82 3737650.46 0.03270 (14101423) 419634.82 3737650.46 0.03198 (14101423) 419654.82 3737650.46 0.03135 (16102821) 419234.82 3737670.46 0.06681 (16102820) 419254.82 3737670.46 0.06108 (16102820) 419274.82 3737670.46 0.05705 (15080421) 419294.82 3737670.46 0.05357 (15080421) 419314.82 3737670.46 0.05124 (15080421) 419334.82 3737670.46 0.04999 (15080421) 419354.82 3737670.46 0.05031 (15101101) 419374.82 3737670.46 0.04839 (15101101) 419394.82 3737670.46 0.04684 (15101101) 419414.82 3737670.46 0.04531 (15101101) 419434.82 3737670.46 0.04353 (15101101) Page 113 MainPlace 1.5m.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 49 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04181 - - (15101101) 419474.82 3737670.46 0.04039 (13082023) 419494.82 3737670.46 0.03914 (13082023) 419514.82 3737670.46 0.03793 (13082023) 419534.82 3737670.46 0.03679 (13082023) 419554.82 3737670.46 0.03570 (15012924) 419574.82 3737670.46 0.03465 (15012924) 419594.82 3737670.46 0.03354 (16102821) 419614.82 3737670.46 0.03251 (14101423) 419634.82 3737670.46 0.03182 (13012417) 419654.82 3737670.46 0.03132 (13012417) 419234.82 3737690.46 0.06336 (12093007) 419254.82 3737690.46 0.05887 (15080421) 419274.82 3737690.46 0.05509 (15080421) 419294.82 3737690.46 0.05181 (15080421) 419314.82 3737690.46 0.05020 (15080421) 419334.82 3737690.46 0.04878 (12101907) 419354.82 3737690.46 0.04936 (15101101) 419374.82 3737690.46 0.04752 (15101101) 419394.82 Page 114 MainPlace 1.5m.AD0 3737690.46 0.04593 (15101101) 419414.82 3737690.46 0.04437 (15101101) 419434.82 3737690.46 0.04277 (13082023) 419454.82 3737690.46 0.04132 (13082023) 419474.82 3737690.46 0.03996 (13082023) 419494.82 3737690.46 0.03868 (13082023) 419514.82 3737690.46 0.03753 (15012924) 419534.82 3737690.46 0.03658 (16102821) 419554.82 3737690.46 0.03562 (16102821) 419574.82 3737690.46 0.03454 (16102821) 419594.82 3737690.46 0.03348 (13012417) 419614.82 3737690.46 0.03264 (13012417) 419634.82 3737690.46 0.03194 (13012417) 419654.82 3737690.46 0.03144 (13012417) 419234.82 3737710.46 0.06072 (15080421) 419254.82 3737710.46 0.05665 (15080421) 419274.82 3737710.46 0.05315 (15080421) 419294.82 3737710.46 0.05003 (15080421) 419314.82 3737710.46 0.04873 (12101907) 419334.82 3737710.46 0.04766 (15101101) 419354.82 3737710.46 0.04830 (15101101) 419374.82 3737710.46 0.04652 (15101101) 419394.82 3737710.46 0.04511 (13082023) 419414.82 3737710.46 0.04384 (13082023) 419434.82 3737710.46 0.04227 (13082023) 419454.82 3737710.46 0.04081 (13082023) 419474.82 3737710.46 0.03954 (15012924) 419494.82 3737710.46 0.03847 (16102821) 419514.82 3737710.46 0.03747 (16102821) 419534.82 3737710.46 0.03659 (16102821) 419554.82 3737710.46 0.03557 (15091602) 419574.82 3737710.46 0.03465 (15091602) 419594.82 3737710.46 0.03376 (13012417) 419614.82 3737710.46 0.03283 (13012417) 419634.82 3737710.46 0.03219 (13012417) 419654.82 3737710.46 0.03164 (16110917) 419234.82 3737730.46 0.05850 (12093007) 419254.82 3737730.46 0.05475 (12093007) 419274.82 3737730.46 0.05158 (12093007) 419294.82 3737730.46 0.04887 (12093007) 419314.82 3737730.46 0.04710 (15012918) 419334.82 3737730.46 0.04694 (15101101) 419354.82 3737730.46 0.04728 (13082023) 419374.82 3737730.46 0.04589 (13082023) 419394.82 3737730.46 0.04454 (13082023) 419414.82 3737730.46 0.04324 (13092024) 419434.82 3737730.46 0.04194 (13092024) 419454.82 3737730.46 0.04067 (16102821) 419474.82 Page 115 MainPlace_1.5m.ADO 3737730.46 0.03936 (16102821) 419494.82 3737730.46 0.03820 (16102821) 3737730.46 0.03722 (15091602) 419534.82 3737730.46 0.03645 (12100923) 3737730.46 0.03553 (12100923) 419574.82 3737730.46 0.03470 (12100923) 3737730.46 0.03394 (12100923) 419614.82 3737730.46 0.03324 (16110917) 3737730.46 0.03266 (16110917) 419654.82 3737730.46 0.03218 (16110917) 3737750.46 0.05689 (12093007) 419254.82 3737750.46 0.05360 (12093007) 3737750.46 0.05081 (12093007) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 PAGE 50 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - - - - - 3737750.46 0.04840 - - (12093007) 419314.82 3737750.46 0.04629 (12093007) 419334.82 3737750.46 0.04625 (13082023) 419354.82 3737750.46 0.04667 (13082023) 419374.82 3737750.46 0.04539 (13082023) 419394.82 3737750.46 0.04408 (13092024) Page 116 MainPlace 1.5m.AD0 419414.82 3737750.46 0.04307 (13092024) 419434.82 3737750.46 0.04189 (16102821) 419454.82 3737750.46 0.04068 (15091602) 419474.82 3737750.46 0.03936 (15091602) 419494.82 3737750.46 0.03826 (13012417) 419514.82 3737750.46 0.03727 (13012417) 419534.82 3737750.46 0.03638 (13012417) 419554.82 3737750.46 0.03566 (16110917) 419574.82 3737750.46 0.03502 (16110917) 419594.82 3737750.46 0.03444 (16110917) 419614.82 3737750.46 0.03395 (16110917) 419634.82 3737750.46 0.03329 (16110917) 419654.82 3737750.46 0.03293 (16110917) 419234.82 3737770.46 0.05582 (12093007) 419254.82 3737770.46 0.05297 (12093007) 419274.82 3737770.46 0.05052 (12093007) 419294.82 3737770.46 0.04839 (12093007) 419314.82 3737770.46 0.04652 (12093007) 419334.82 3737770.46 0.04612 (13082023) 419354.82 3737770.46 0.04663 (16102821) 419374.82 3737770.46 0.04543 (16102821) 419394.82 3737770.46 0.04419 (16102821) 419414.82 3737770.46 0.04310 (15091602) 419434.82 3737770.46 0.04203 (12100923) 419454.82 3737770.46 0.04094 (12100923) 419474.82 3737770.46 0.03970 (12100923) 419494.82 3737770.46 0.03858 (13012417) 419514.82 3737770.46 0.03777 (16110917) 419534.82 3737770.46 0.03709 (16110917) 419554.82 3737770.46 0.03636 (16110917) 419574.82 3737770.46 0.03575 (16110917) 419594.82 3737770.46 0.03525 (16110917) 419614.82 3737770.46 0.03474 (16110917) 419634.82 3737770.46 0.03416 (16110917) 419654.82 3737770.46 0.03379 (16110917) 419254.82 3737790.46 0.05288 (12093007) 419274.82 3737790.46 0.05077 (12093007) 419294.82 3737790.46 0.04894 (12093007) 419314.82 3737790.46 0.04731 (12093007) 419334.82 3737790.46 0.04677 (15031422) 419354.82 3737790.46 0.04677 (13012417) 419374.82 3737790.46 0.04576 (13012417) 419394.82 3737790.46 0.04456 (12100923) 419414.82 3737790.46 0.04355 (12100923) 419434.82 3737790.46 0.04257 (12100923) 419454.82 3737790.46 0.04146 (12100923) 419474.82 3737790.46 0.04034 (16110917) 419494.82 3737790.46 0.03959 (16110917) Page 117 MainPlace_1.5m.ADO 419514.82 3737790.46 0.03880 (16110917) 3737790.46 0.03812 (16110917) 419554.82 3737790.46 0.03745 (16110917) 3737790.46 0.03686 (16110917) 419594.82 3737790.46 0.03648 (16110917) 3737790.46 0.03602 (16110917) 419634.82 3737790.46 0.03544 (16110917) 3737790.46 0.03523 (13101119) 419274.82 3737810.46 0.05175 (12093007) 3737810.46 0.05024 (12093007) 419314.82 3737810.46 0.04889 (12093007) 3737810.46 0.04888 (14082722) 419354.82 3737810.46 0.04882 (15031422) 3737810.46 0.04755 (15031422) 419394.82 3737810.46 0.04657 (15101104) 3737810.46 0.04547 (15101104) 419434.82 3737810.46 0.04440 (15101104) 3737810.46 0.04324 (15101104) 419474.82 3737810.46 0.04193 (15101104) 3737810.46 0.04101 (16110917) 419514.82 3737810.46 0.04028 (16110917) 3737810.46 0.03961 (16110917) 419554.82 3737810.46 0.03919 (13101119) 3737810.46 0.03885 (13101119) 419594.82 3737810.46 0.03854 (13101119) 3737810.46 0.03825 (13101119) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 51 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** Page 118 MainPlace_1.5m.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.03763 - - (13101119) 419654.82 3737810.46 0.03765 (13101119) 419294.82 3737830.46 0.05268 (12093007) 419314.82 3737830.46 0.05170 (12093007) 419334.82 3737830.46 0.05197 (15101004) 419354.82 3737830.46 0.05298 (15101004) 419374.82 3737830.46 0.05193 (15031422) 419394.82 3737830.46 0.05084 (15031422) 419414.82 3737830.46 0.04929 (15031422) 419434.82 3737830.46 0.04829 (15101104) 419454.82 3737830.46 0.04720 (15101104) 419474.82 3737830.46 0.04598 (15101104) 419494.82 3737830.46 0.04466 (15101104) 419514.82 3737830.46 0.04353 (15101104) 419534.82 3737830.46 0.04266 (14101102) 419554.82 3737830.46 0.04212 (13101119) 419574.82 3737830.46 0.04184 (13101119) 419594.82 3737830.46 0.04160 (15061123) 419614.82 3737830.46 0.04136 (14082106) 419634.82 3737830.46 0.04090 (15061123) 419654.82 3737830.46 0.04096 (14082106) 419314.82 3737850.46 0.05661 (12093007) 419334.82 3737850.46 0.05664 (15112121) 419354.82 3737850.46 0.05850 (15112121) 419374.82 3737850.46 0.05865 (15101004) 419394.82 3737850.46 0.05800 (15101004) 419414.82 3737850.46 0.05595 (15101004) 419434.82 3737850.46 0.05393 (13092424) 419454.82 3737850.46 0.05263 (13092424) 419474.82 3737850.46 0.05139 (15101104) 419494.82 3737850.46 0.05026 (15101104) 419514.82 3737850.46 0.04932 (15101104) 419534.82 3737850.46 0.04822 (15101104) 419554.82 3737850.46 0.04713 (15101104) 419574.82 3737850.46 0.04678 (14082106) 419594.82 3737850.46 0.04672 (14082106) 419614.82 3737850.46 0.04637 (14082106) 419634.82 3737850.46 0.04620 (14082106) 419654.82 3737850.46 0.04636 (14082106) 419514.82 3737870.46 0.05807 (13092424) 419534.82 3737870.46 0.05680 (13092424) 419554.82 Page 119 MainPlace_1.5m.ADO 3737870.46 0.05541 (13092424) 419574.82 3737870.46 0.05480 (14082106) 3737870.46 0.05478 (14082106) 419614.82 3737870.46 0.05512 (14061602) 3737870.46 0.05541 (16092706) 419654.82 3737870.46 0.05605 (15101019) 3737890.46 0.07388 (12093007) 419534.82 3737890.46 0.07328 (12093007) 3737890.46 0.07281 (12093007) 419574.82 3737890.46 0.07234 (12093007) 3737890.46 0.07188 (12093007) 419614.82 3737890.46 0.07149 (12093007) 3737890.46 0.07126 (12093007) 419654.82 3737890.46 0.07132 (12093007) 3737890.46 0.07048 (12093007) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 PAGE 52 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 0.06637m (13010324) 419414.82 3737330.46 0.05677m (13010324) 419434.82 3737330.46 0.04977m (13010324) 419454.82 3737330.46 0.04441m (13010324) Page 120 MainPlace 1.5m.AD0 419474.82 3737330.46 0.04014m (13010324) 419494.82 3737330.46 0.03666m (13010324) 419514.82 3737330.46 0.03375m (13010324) 419534.82 3737330.46 0.03129m (13010324) 419554.82 3737330.46 0.02917m (13010324) 419574.82 3737330.46 0.02734m (13010324) 419594.82 3737330.46 0.02575m (13010324) 419614.82 3737330.46 0.02438m (13010324) 419634.82 3737330.46 0.02322m (13010324) 419654.82 3737330.46 0.02223m (13010324) 419374.82 3737350.46 0.07038m (13010324) 419394.82 3737350.46 0.05963m (13010324) 419414.82 3737350.46 0.05197m (13010324) 419434.82 3737350.46 0.04620m (13010324) 419454.82 3737350.46 0.04159m (13010324) 419474.82 3737350.46 0.03781m (13010324) 419494.82 3737350.46 0.03476m (13010324) 419514.82 3737350.46 0.03220m (13010324) 419534.82 3737350.46 0.03010m (13010324) 419554.82 3737350.46 0.02816m (13010324) 419574.82 3737350.46 0.02643m (13010324) 419594.82 3737350.46 0.02486m (13010324) 419614.82 3737350.46 0.02351m (13010324) 419634.82 3737350.46 0.02250m (13010324) 419654.82 3737350.46 0.02165m (13010324) 419374.82 3737370.46 0.06281m (13010324) 419394.82 3737370.46 0.05435m (13010324) 419414.82 3737370.46 0.04807m (13010324) 419434.82 3737370.46 0.04308m (13010324) 419454.82 3737370.46 0.03938m (13010324) 419474.82 3737370.46 0.03612m (13010324) 419494.82 3737370.46 0.03339m (13010324) 419514.82 3737370.46 0.03089m (13010324) 419534.82 3737370.46 0.02903m (13010324) 419554.82 3737370.46 0.02725m (13010324) 419574.82 3737370.46 0.02566m (13010324) 419594.82 3737370.46 0.02420m (13010324) 419614.82 3737370.46 0.02294m (13010324) 419634.82 3737370.46 0.02194m (13010324) 419654.82 3737370.46 0.02120m (13010324) 419354.82 3737390.46 0.06642m (13010324) 419374.82 3737390.46 0.05696m (13010324) 419394.82 3737390.46 0.05011m (13010324) 419414.82 3737390.46 0.04473m (13010324) 419434.82 3737390.46 0.04072m (13010324) 419454.82 3737390.46 0.03725m (13010324) 419474.82 3737390.46 0.03420m (13010324) 419494.82 3737390.46 0.03181m (13010324) Page 121 MainPlace_1.5m.ADO 419514.82 3737390.46 0.02983m (13010324) 3737390.46 0.02799m (13010324) 419554.82 3737390.46 0.02624m (13010324) 3737390.46 0.02473m (13010324) 419594.82 3737390.46 0.02353m (13010324) 3737390.46 0.02234m (13010324) 419634.82 3737390.46 0.02147m (13010324) 3737390.46 0.02079m (13010324) 419354.82 3737410.46 0.05987m (13010324) 3737410.46 0.05231m (13010324) 419394.82 3737410.46 0.04649m (13010324) 3737410.46 0.04213m (13010324) 419434.82 3737410.46 0.03845m (13010324) 3737410.46 0.03519m (13010324) 419474.82 3737410.46 0.03251m (13010324) 3737410.46 0.03015m (13010324) 419514.82 3737410.46 0.02817m (13010324) 3737410.46 0.02655m (13010324) 419554.82 3737410.46 0.02501m (13010324) 3737410.46 0.02376m (13010324) 419594.82 3737410.46 0.02268m (13010324) 3737410.46 0.02175m (13010324) 419634.82 3737410.46 0.02097m (13010324) 3737410.46 0.02047m (13010324) 419334.82 3737430.46 0.06313m (13010324) 3737430.46 0.05457m (13010324) 419374.82 3737430.46 0.04833m (13010324) 3737430.46 0.04360m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 53 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 000.•, 000.•• , L0006957 419534.82 419574.82 419614.82 419654.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419354.82 419394.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** DISCRETE CARTESIAN RECEPTOR POINTS Page 122 *** ** MainPlace 1.5m.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.03962m - - (13010324) 419434.82 3737430.46 0.03618m (13010324) 419454.82 3737430.46 0.03283m (13010324) 419474.82 3737430.46 0.03058m (13010324) 419494.82 3737430.46 0.02867m (13010324) 419514.82 3737430.46 0.02702m (13010324) 419534.82 3737430.46 0.02544m (13010324) 419554.82 3737430.46 0.02428m (13010324) 419574.82 3737430.46 0.02316m (13010324) 419594.82 3737430.46 0.02220m (13010324) 419614.82 3737430.46 0.02153m (13010324) 419634.82 3737430.46 0.02080m (13010324) 419654.82 3737430.46 0.02013m (13010324) 419334.82 3737450.46 0.05717m (13010324) 419354.82 3737450.46 0.05031m (13010324) 419374.82 3737450.46 0.04516m (13010324) 419394.82 3737450.46 0.04082m (13010324) 419414.82 3737450.46 0.03726m (13010324) 419434.82 3737450.46 0.03391m (13010324) 419454.82 3737450.46 0.03108m (13010324) 419474.82 3737450.46 0.02912m (13010324) 419494.82 3737450.46 0.02745m (13010324) 419514.82 3737450.46 0.02599m (13010324) 419534.82 3737450.46 0.02467m (13010324) 419554.82 3737450.46 0.02352m (13010324) 419574.82 3737450.46 0.02263m (13010324) 419594.82 3737450.46 0.02184m (13010324) 419614.82 3737450.46 0.02115m (13010324) 419634.82 3737450.46 0.02053m (13010324) 419654.82 3737450.46 0.01987m (13010324) 419314.82 3737470.46 0.06032m (13010324) 419334.82 3737470.46 0.05244m (13010324) 419354.82 3737470.46 0.04671m (13010324) 419374.82 3737470.46 0.04206m (13010324) 419394.82 3737470.46 0.03822m (13010324) 419414.82 3737470.46 0.03473m (13010324) 419434.82 3737470.46 0.03181m (13010324) 419454.82 3737470.46 0.02983m (13010324) 419474.82 3737470.46 0.02809m (13010324) 419494.82 Page 123 MainPlace_1.5m.ADO 3737470.46 0.02658m (13010324) 419514.82 3737470.46 0.02525m (13010324) 3737470.46 0.02404m (13010324) 419554.82 3737470.46 0.02297m (13010324) 3737470.46 0.02217m (13010324) 419594.82 3737470.46 0.02144m (13010324) 3737470.46 0.02082m (13010324) 419634.82 3737470.46 0.02020m (13010324) 3737470.46 0.01961m (13010324) 419314.82 3737490.46 0.05495m (13010324) 3737490.46 0.04837m (13010324) 419354.82 3737490.46 0.04272m (13010324) 3737490.46 0.03882m (13010324) 419394.82 3737490.46 0.03532m (13010324) 3737490.46 0.03282m (13010324) 419434.82 3737490.46 0.03052m (13010324) 3737490.46 0.02876m (13010324) 419474.82 3737490.46 0.02720m (13010324) 3737490.46 0.02582m (13010324) 419514.82 3737490.46 0.02459m (13010324) 3737490.46 0.02349m (13010324) 419554.82 3737490.46 0.02250m (13010324) 3737490.46 0.02175m (13010324) 419594.82 3737490.46 0.02107m (13010324) 3737490.46 0.02042m (13010324) 419634.82 3737490.46 0.01987m (13010324) 3737490.46 0.01937m (13010324) 419294.82 3737510.46 0.05756m (13010324) 3737510.46 0.05053m (13010324) 419334.82 3737510.46 0.04464m (13010324) 3737510.46 0.03942c (12120424) 419374.82 3737510.46 0.03607m (13010324) 3737510.46 0.03343m (13010324) 419414.82 3737510.46 0.03126m (13010324) 3737510.46 0.02943m (13010324) 419454.82 3737510.46 0.02783m (13010324) 3737510.46 0.02643m (13010324) 419494.82 3737510.46 0.02516m (13010324) 3737510.46 0.02404m (13010324) 419534.82 3737510.46 0.02316m (13010324) 3737510.46 0.02222m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 54 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 124 12/29/18 419534.82 419574.82 419614.82 419654.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 MainPlace 1.5m.ADO *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - - 0.02141m - (13010324) 419594.82 3737510.46 0.02067m (13010324) 419614.82 3737510.46 0.02001m (13010324) 419634.82 3737510.46 0.01944m (13010324) 419654.82 3737510.46 0.01901m (13010324) 419294.82 3737530.46 0.05281m (13010324) 419314.82 3737530.46 0.04641m (13010324) 419334.82 3737530.46 0.04076c (14010624) 419354.82 3737530.46 0.03768c (14010624) 419374.82 3737530.46 0.03462c (14010624) 419394.82 3737530.46 0.03208c (12120424) 419414.82 3737530.46 0.03014m (13010324) 419434.82 3737530.46 0.02848m (13010324) 419454.82 3737530.46 0.02706m (13010324) 419474.82 3737530.46 0.02578m (13010324) 419494.82 3737530.46 0.02463m (13010324) 419514.82 3737530.46 0.02371m (13010324) 419534.82 3737530.46 0.02293m (13010324) 419554.82 3737530.46 0.02192m (13010324) 419574.82 3737530.46 0.02113m (13010324) 419594.82 3737530.46 0.02041m (13010324) 419614.82 3737530.46 0.01969m (13010324) 419634.82 3737530.46 0.01906m (13010324) 419654.82 3737530.46 0.01871m (13010324) 419274.82 3737550.46 0.05555m (13010324) 419294.82 3737550.46 0.04903m (13010324) Page 125 MainPlace 1.5m.AD0 419314.82 3737550.46 0.04329m (13010324) 419334.82 3737550.46 0.03891c (14010624) 419354.82 3737550.46 0.03599c (14010624) 419374.82 3737550.46 0.03324c (14010624) 419394.82 3737550.46 0.03091m (13010324) 419414.82 3737550.46 0.02919m (13010324) 419434.82 3737550.46 0.02770m (13010324) 419454.82 3737550.46 0.02639m (13010324) 419474.82 3737550.46 0.02521m (13010324) 419494.82 3737550.46 0.02415m (13010324) 419514.82 3737550.46 0.02320m (13010324) 419534.82 3737550.46 0.02242m (13010324) 419554.82 3737550.46 0.02161m (13010324) 419574.82 3737550.46 0.02086m (13010324) 419594.82 3737550.46 0.02018m (13010324) 419614.82 3737550.46 0.01951m (13010324) 419634.82 3737550.46 0.01894m (13010324) 419654.82 3737550.46 0.01864m (13010324) 419274.82 3737570.46 0.05139m (13010324) 419294.82 3737570.46 0.04591m (13010324) 419314.82 3737570.46 0.04083m (13010324) 419334.82 3737570.46 0.03709c (14010624) 419354.82 3737570.46 0.03452c (14010624) 419374.82 3737570.46 0.03204c (14010624) 419394.82 3737570.46 0.02996m (13010324) 419414.82 3737570.46 0.02840m (13010324) 419434.82 3737570.46 0.02704m (13010324) 419454.82 3737570.46 0.02583m (13010324) 419474.82 3737570.46 0.02474m (13010324) 419494.82 3737570.46 0.02375m (13010324) 419514.82 3737570.46 0.02285m (13010324) 419534.82 3737570.46 0.02211m (13010324) 419554.82 3737570.46 0.02136m (13010324) 419574.82 3737570.46 0.02066m (13010324) 419594.82 3737570.46 0.01995m (13010324) 419614.82 3737570.46 0.01930m (13010324) 419634.82 3737570.46 0.01885m (13010324) 419654.82 3737570.46 0.01853m (13010324) 419254.82 3737590.46 0.05380m (13010324) 419274.82 3737590.46 0.04793m (13010324) 419294.82 3737590.46 0.04328m (13010324) 419314.82 3737590.46 0.03872m (13010324) 419334.82 3737590.46 0.03519c (14010624) 419354.82 3737590.46 0.03323c (14010624) 419374.82 3737590.46 0.03097c (14010624) 419394.82 3737590.46 0.02921m (13010324) 419414.82 3737590.46 0.02775m (13010324) 419434.82 3737590.46 0.02649m (13010324) Page 126 MainPlace 1.5m.ADO 419454.82 3737590.46 0.02536m (13010324) 419474.82 3737590.46 0.02434m (13010324) 419494.82 3737590.46 0.02342m (13010324) 419514.82 3737590.46 0.02261m (13010324) 419534.82 3737590.46 0.02203m (13010324) 419554.82 3737590.46 0.02119m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 55 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - - 0.02052m - (13010324) 419594.82 3737590.46 0.01984m (13010324) 419614.82 3737590.46 0.01926m (13010324) 419634.82 3737590.46 0.01877m (13010324) 419654.82 3737590.46 0.01852m (13010324) 419254.82 3737610.46 0.05004m (13010324) 419274.82 3737610.46 0.04517m (13010324) 419294.82 3737610.46 0.04107m (13010324) 419314.82 3737610.46 0.03749m (13010324) 419334.82 3737610.46 0.03399m (13010324) 419354.82 3737610.46 0.03181c (14010624) 419374.82 3737610.46 0.03011m (13010324) 419394.82 3737610.46 0.02854m (13010324) 419414.82 Page 127 MainPlace 1.5m.AD0 3737610.46 0.02720m (13010324) 419434.82 3737610.46 0.02603m (13010324) 419454.82 3737610.46 0.02499m (13010324) 419474.82 3737610.46 0.02404m (13010324) 419494.82 3737610.46 0.02318m (13010324) 419514.82 3737610.46 0.02240m (13010324) 419534.82 3737610.46 0.02175m (13010324) 419554.82 3737610.46 0.02109m (13010324) 419574.82 3737610.46 0.02045m (13010324) 419594.82 3737610.46 0.01982m (13010324) 419614.82 3737610.46 0.01929m (13010324) 419634.82 3737610.46 0.01879m (13010324) 419654.82 3737610.46 0.01854m (13010324) 419254.82 3737630.46 0.04694m (13010324) 419274.82 3737630.46 0.04281m (13010324) 419294.82 3737630.46 0.03933m (13010324) 419314.82 3737630.46 0.03651m (13010324) 419334.82 3737630.46 0.03349m (13010324) 419354.82 3737630.46 0.03096m (13010324) 419374.82 3737630.46 0.02950m (13010324) 419394.82 3737630.46 0.02801m (13010324) 419414.82 3737630.46 0.02676m (13010324) 419434.82 3737630.46 0.02567m (13010324) 419454.82 3737630.46 0.02470m (13010324) 419474.82 3737630.46 0.02382m (13010324) 419494.82 3737630.46 0.02301m (13010324) 419514.82 3737630.46 0.02226m (13010324) 419534.82 3737630.46 0.02159m (13010324) 419554.82 3737630.46 0.02102m (13010324) 419574.82 3737630.46 0.02043m (13010324) 419594.82 3737630.46 0.01989m (13010324) 419614.82 3737630.46 0.01942m (13010324) 419634.82 3737630.46 0.01892m (13010324) 419654.82 3737630.46 0.01869m (13010324) 419234.82 3737650.46 0.04880m (13010324) 419254.82 3737650.46 0.04434m (13010324) 419274.82 3737650.46 0.04077m (13010324) 419294.82 3737650.46 0.03790m (13010324) 419314.82 3737650.46 0.03533m (13010324) 419334.82 3737650.46 0.03323m (13010324) 419354.82 3737650.46 0.03082m (13010324) 419374.82 3737650.46 0.02883m (13010324) 419394.82 3737650.46 0.02759m (13010324) 419414.82 3737650.46 0.02644m (13010324) 419434.82 3737650.46 0.02541m (13010324) 419454.82 3737650.46 0.02450m (13010324) 419474.82 3737650.46 0.02367m (13010324) 419494.82 3737650.46 0.02290m (13010324) 419514.82 Page 128 MainPlace_1.5m.ADO 3737650.46 0.02220m (13010324) 419534.82 3737650.46 0.02155m (13010324) 3737650.46 0.02097m (13010324) 419574.82 3737650.46 0.02045m (13010324) 3737650.46 0.01999m (13010324) 419614.82 3737650.46 0.01973m (13010324) 3737650.46 0.01928m (13010324) 419654.82 3737650.46 0.01895m (13010324) 3737670.46 0.04597m (13010324) 419254.82 3737670.46 0.04216m (13010324) 3737670.46 0.03905m (13010324) 419294.82 3737670.46 0.03652m (13010324) 3737670.46 0.03430m (13010324) 419334.82 3737670.46 0.03236m (13010324) 3737670.46 0.03035m (13010324) 419374.82 3737670.46 0.02842m (13010324) 3737670.46 0.02728m (13010324) 419414.82 3737670.46 0.02619m (13010324) 3737670.46 0.02524m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 PAGE 56 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 129 MainPlace 1.5m.AD0 419454.82 3737670.46 0.02440m (13010324) 419474.82 3737670.46 0.02361m (13010324) 419494.82 3737670.46 0.02288m (13010324) 419514.82 3737670.46 0.02221m (13010324) 419534.82 3737670.46 0.02159m (13010324) 419554.82 3737670.46 0.02103m (13010324) 419574.82 3737670.46 0.02056m (13010324) 419594.82 3737670.46 0.02019m (13010324) 419614.82 3737670.46 0.01991m (13010324) 419634.82 3737670.46 0.01956m (13010324) 419654.82 3737670.46 0.01923m (13010324) 419234.82 3737690.46 0.04362m (13010324) 419254.82 3737690.46 0.04031m (13010324) 419274.82 3737690.46 0.03760m (13010324) 419294.82 3737690.46 0.03535m (13010324) 419314.82 3737690.46 0.03330m (13010324) 419334.82 3737690.46 0.03162m (13010324) 419354.82 3737690.46 0.02964m (13010324) 419374.82 3737690.46 0.02805m (13010324) 419394.82 3737690.46 0.02706m (13010324) 419414.82 3737690.46 0.02604m (13010324) 419434.82 3737690.46 0.02516m (13010324) 419454.82 3737690.46 0.02438m (13010324) 419474.82 3737690.46 0.02364m (13010324) 419494.82 3737690.46 0.02296m (13010324) 419514.82 3737690.46 0.02231m (13010324) 419534.82 3737690.46 0.02170m (13010324) 419554.82 3737690.46 0.02119m (13010324) 419574.82 3737690.46 0.02075m (13010324) 419594.82 3737690.46 0.02036m (13010324) 419614.82 3737690.46 0.02014m (13010324) 419634.82 3737690.46 0.01982m (13010324) 419654.82 3737690.46 0.01952m (13010324) 419234.82 3737710.46 0.04174m (13010324) 419254.82 3737710.46 0.03884m (13010324) 419274.82 3737710.46 0.03642m (13010324) 419294.82 3737710.46 0.03441m (13010324) 419314.82 3737710.46 0.03255m (13010324) 419334.82 3737710.46 0.03106m (13010324) 419354.82 3737710.46 0.02935m (13010324) 419374.82 3737710.46 0.02783m (13010324) 419394.82 3737710.46 0.02696m (13010324) 419414.82 3737710.46 0.02601m (13010324) 419434.82 3737710.46 0.02523m (13010324) 419454.82 3737710.46 0.02448m (13010324) 419474.82 3737710.46 0.02380m (13010324) 419494.82 3737710.46 0.02314m (13010324) 419514.82 3737710.46 0.02249m (13010324) Page 130 MainPlace_1.5m.ADO 419534.82 3737710.46 0.02190m (13010324) 3737710.46 0.02142m (13010324) 419574.82 3737710.46 0.02101m (13010324) 3737710.46 0.02062m (13010324) 419614.82 3737710.46 0.02038m (13010324) 3737710.46 0.02005m (13010324) 419654.82 3737710.46 0.01987m (13010324) 3737730.46 0.04031m (13010324) 419254.82 3737730.46 0.03770m (13010324) 3737730.46 0.03552m (13010324) 419294.82 3737730.46 0.03370m (13010324) 3737730.46 0.03207m (13010324) 419334.82 3737730.46 0.03061m (13010324) 3737730.46 0.02911m (13010324) 419374.82 3737730.46 0.02780m (13010324) 3737730.46 0.02704m (13010324) 419414.82 3737730.46 0.02617m (13010324) 3737730.46 0.02539m (13010324) 419454.82 3737730.46 0.02468m (13010324) 3737730.46 0.02408m (13010324) 419494.82 3737730.46 0.02345m (13010324) 3737730.46 0.02287m (13010324) 419534.82 3737730.46 0.02232m (13010324) 3737730.46 0.02183m (13010324) 419574.82 3737730.46 0.02141m (13010324) 3737730.46 0.02101m (13010324) 419614.82 3737730.46 0.02071m (13010324) 3737730.46 0.02047m (13010324) 419654.82 3737730.46 0.02028m (13010324) 3737750.46 0.03929m (13010324) 419254.82 3737750.46 0.03688m (13010324) 3737750.46 0.03489m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 57 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP , L0006933 � 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , Page 131 .... � , L0006932 , L00136957 *** EMS MainPlace_1.5m.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.03324m - (13010324) 419314.82 3737750.46 0.03178m (13010324) 419334.82 3737750.46 0.03044m (13010324) 419354.82 3737750.46 0.02906m (13010324) 419374.82 3737750.46 0.02794m (13010324) 419394.82 3737750.46 0.02732m (13010324) 419414.82 3737750.46 0.02652m (13010324) 419434.82 3737750.46 0.02571m (13010324) 419454.82 3737750.46 0.02501m (13010324) 419474.82 3737750.46 0.02445m (13010324) 419494.82 3737750.46 0.02396m (13010324) 419514.82 3737750.46 0.02344m (13010324) 419534.82 3737750.46 0.02291m (13010324) 419554.82 3737750.46 0.02243m (13010324) 419574.82 3737750.46 0.02199m (13010324) 419594.82 3737750.46 0.02156m (13010324) 419614.82 3737750.46 0.02117m (13010324) 419634.82 3737750.46 0.02104m (13010324) 419654.82 3737750.46 0.02078m (13010324) 419234.82 3737770.46 0.03864m (13010324) 419254.82 3737770.46 0.03666m (13010324) 419274.82 3737770.46 0.03467m (13010324) 419294.82 3737770.46 0.03307m (13010324) 419314.82 3737770.46 0.03176m (13010324) 419334.82 3737770.46 0.03049m (13010324) 419354.82 3737770.46 0.02921m (13010324) 419374.82 3737770.46 0.02839m (13010324) 419394.82 3737770.46 0.02776m (13010324) 419414.82 3737770.46 0.02697m (13010324) 419434.82 3737770.46 0.02623m (13010324) 419454.82 3737770.46 0.02556m (13010324) 419474.82 3737770.46 0.02502m (13010324) 419494.82 3737770.46 0.02457m (13010324) 419514.82 3737770.46 0.02407m (13010324) 419534.82 3737770.46 0.02352m (13010324) 419554.82 Page 132 MainPlace_1.5m.ADO 3737770.46 0.02314m (13010324) 419574.82 3737770.46 0.02269m (13010324) 3737770.46 0.02221m (13010324) 419614.82 3737770.46 0.02188m (13010324) 3737770.46 0.02178m (13010324) 419654.82 3737770.46 0.02158m (13010324) 3737790.46 0.03658m (13010324) 419274.82 3737790.46 0.03477m (13010324) 3737790.46 0.03331m (13010324) 419314.82 3737790.46 0.03210m (13010324) 3737790.46 0.03088m (13010324) 419354.82 3737790.46 0.02972m (13010324) 3737790.46 0.02901m (13010324) 419394.82 3737790.46 0.02852m (13010324) 3737790.46 0.02775m (13010324) 419434.82 3737790.46 0.02704m (13010324) 3737790.46 0.02636m (13010324) 419474.82 3737790.46 0.02582m (13010324) 3737790.46 0.02535m (13010324) 419514.82 3737790.46 0.02488m (13010324) 3737790.46 0.02432m (13010324) 419554.82 3737790.46 0.02391m (13010324) 3737790.46 0.02345m (13010324) 419594.82 3737790.46 0.02299m (13010324) 3737790.46 0.02269m (13010324) 419634.82 3737790.46 0.02265m (13010324) 3737790.46 0.02245m (13010324) 419274.82 3737810.46 0.03523m (13010324) 3737810.46 0.03401m (13010324) 419314.82 3737810.46 0.03293m (13010324) 3737810.46 0.03185m (13010324) 419354.82 3737810.46 0.03101m (13010324) 3737810.46 0.03016m (13010324) 419394.82 3737810.46 0.02967m (13010324) 3737810.46 0.02891m (13010324) 419434.82 3737810.46 0.02815m (13010324) 3737810.46 0.02745m (13010324) 419474.82 3737810.46 0.02696m (13010324) 3737810.46 0.02648m (13010324) 419514.82 3737810.46 0.02593m (13010324) 3737810.46 0.02535m (13010324) 419554.82 3737810.46 0.02479m (13010324) 3737810.46 0.02433m (13010324) 419594.82 3737810.46 0.02395m (13010324) 3737810.46 0.02368m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** Page 133 12/29/18 419594.82 419634.82 419254.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 MainPlace_1.5m.ADO *** 19:04:27 PAGE 58 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - - 0.02368m - (13010324) 419654.82 3737810.46 0.02350m (13010324) 419294.82 3737830.46 0.03551m (13010324) 419314.82 3737830.46 0.03461m (13010324) 419334.82 3737830.46 0.03373m (13010324) 419354.82 3737830.46 0.03281m (13010324) 419374.82 3737830.46 0.03215m (13010324) 419394.82 3737830.46 0.03149m (13010324) 419414.82 3737830.46 0.03083m (13010324) 419434.82 3737830.46 0.02972m (13010324) 419454.82 3737830.46 0.02893m (13010324) 419474.82 3737830.46 0.02856m (13010324) 419494.82 3737830.46 0.02806m (13010324) 419514.82 3737830.46 0.02745m (13010324) 419534.82 3737830.46 0.02680m (13010324) 419554.82 3737830.46 0.02612m (13010324) 419574.82 3737830.46 0.02561m (13010324) 419594.82 3737830.46 0.02526m (13010324) 419614.82 3737830.46 0.02518m (13010324) 419634.82 3737830.46 0.02523m (13010324) 419654.82 3737830.46 0.02502m (13010324) 419314.82 3737850.46 0.03749m (13010324) Page 134 MainPlace_1.5m.ADO 419334.82 3737850.46 0.03683m (13010324) 3737850.46 0.03597m (13010324) 419374.82 3737850.46 0.03550m (13010324) 3737850.46 0.03524m (13010324) 419414.82 3737850.46 0.03446m (13010324) 3737850.46 0.03253m (13010324) 419454.82 3737850.46 0.03158b (13120124) 3737850.46 0.03097b (13120124) 419494.82 3737850.46 0.03041b (13120124) 3737850.46 0.02966b (13120124) 419534.82 3737850.46 0.02903b (13120124) 3737850.46 0.02863c (12120424) 419574.82 3737850.46 0.02830c (12120424) 3737850.46 0.02802c (12120424) 419614.82 3737850.46 0.02781c (12120424) 3737850.46 0.02765c (12120424) 419654.82 3737850.46 0.02762c (12120424) 3737870.46 0.03456c (12120424) 419534.82 3737870.46 0.03414c (12120424) 3737870.46 0.03392c (12120424) 419574.82 3737870.46 0.03363c (12120424) 3737870.46 0.03332c (12120424) 419614.82 3737870.46 0.03308c (12120424) 3737870.46 0.03291c (12120424) 419654.82 3737870.46 0.03290c (12120424) 3737890.46 0.04732c (12120424) 419534.82 3737890.46 0.04696c (12120424) 3737890.46 0.04670c (12120424) 419574.82 3737890.46 0.04643c (12120424) 3737890.46 0.04616c (12120424) 419614.82 3737890.46 0.04593c (12120424) 3737890.46 0.04581c (12120424) 419654.82 3737890.46 0.04587c (12120424) 3737890.46 0.04538c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 59 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL , L0006933 , L0006941 , L0006942 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006935 , L0006937 , L0006938 , L0006939 , L0006940 L0006943 , Page 135 *** MainPlace 1.5m.ADO L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - - 0.06637m - (13010324) 419414.82 3737330.46 0.05677m (13010324) 419434.82 3737330.46 0.04977m (13010324) 419454.82 3737330.46 0.04441m (13010324) 419474.82 3737330.46 0.04014m (13010324) 419494.82 3737330.46 0.03666m (13010324) 419514.82 3737330.46 0.03375m (13010324) 419534.82 3737330.46 0.03129m (13010324) 419554.82 3737330.46 0.02917m (13010324) 419574.82 3737330.46 0.02734m (13010324) 419594.82 3737330.46 0.02575m (13010324) 419614.82 3737330.46 0.02438m (13010324) 419634.82 3737330.46 0.02322m (13010324) 419654.82 3737330.46 0.02223m (13010324) 419374.82 3737350.46 0.07038m (13010324) 419394.82 3737350.46 0.05963m (13010324) 419414.82 3737350.46 0.05197m (13010324) 419434.82 3737350.46 0.04620m (13010324) 419454.82 3737350.46 0.04159m (13010324) 419474.82 3737350.46 0.03781m (13010324) 419494.82 3737350.46 0.03476m (13010324) 419514.82 3737350.46 0.03220m (13010324) 419534.82 3737350.46 0.03010m (13010324) 419554.82 3737350.46 0.02816m (13010324) 419574.82 3737350.46 0.02643m (13010324) 419594.82 3737350.46 0.02486m (13010324) 419614.82 3737350.46 0.02351m (13010324) 419634.82 3737350.46 0.02250m (13010324) 419654.82 3737350.46 0.02165m (13010324) 419374.82 3737370.46 0.06281m (13010324) 419394.82 3737370.46 0.05435m (13010324) 419414.82 3737370.46 0.04807m (13010324) 419434.82 3737370.46 0.04308m (13010324) 419454.82 Page 136 MainPlace 1.5m.ADO 3737370.46 0.03938m (13010324) 419474.82 3737370.46 0.03612m (13010324) 419494.82 3737370.46 0.03339m (13010324) 419514.82 3737370.46 0.03089m (13010324) 419534.82 3737370.46 0.02903m (13010324) 419554.82 3737370.46 0.02725m (13010324) 419574.82 3737370.46 0.02566m (13010324) 419594.82 3737370.46 0.02420m (13010324) 419614.82 3737370.46 0.02294m (13010324) 419634.82 3737370.46 0.02194m (13010324) 419654.82 3737370.46 0.02120m (13010324) 419354.82 3737390.46 0.06642m (13010324) 419374.82 3737390.46 0.05696m (13010324) 419394.82 3737390.46 0.05011m (13010324) 419414.82 3737390.46 0.04473m (13010324) 419434.82 3737390.46 0.04072m (13010324) 419454.82 3737390.46 0.03725m (13010324) 419474.82 3737390.46 0.03420m (13010324) 419494.82 3737390.46 0.03181m (13010324) 419514.82 3737390.46 0.02983m (13010324) 419534.82 3737390.46 0.02799m (13010324) 419554.82 3737390.46 0.02624m (13010324) 419574.82 3737390.46 0.02473m (13010324) 419594.82 3737390.46 0.02353m (13010324) 419614.82 3737390.46 0.02234m (13010324) 419634.82 3737390.46 0.02147m (13010324) 419654.82 3737390.46 0.02079m (13010324) 419354.82 3737410.46 0.05987m (13010324) 419374.82 3737410.46 0.05231m (13010324) 419394.82 3737410.46 0.04649m (13010324) 419414.82 3737410.46 0.04213m (13010324) 419434.82 3737410.46 0.03845m (13010324) 419454.82 3737410.46 0.03519m (13010324) 419474.82 3737410.46 0.03251m (13010324) 419494.82 3737410.46 0.03015m (13010324) 419514.82 3737410.46 0.02817m (13010324) 419534.82 3737410.46 0.02655m (13010324) 419554.82 3737410.46 0.02501m (13010324) 419574.82 3737410.46 0.02376m (13010324) 419594.82 3737410.46 0.02268m (13010324) 419614.82 3737410.46 0.02175m (13010324) 419634.82 3737410.46 0.02097m (13010324) 419654.82 3737410.46 0.02047m (13010324) 419334.82 3737430.46 0.06313m (13010324) 419354.82 3737430.46 0.05457m (13010324) 419374.82 3737430.46 0.04833m (13010324) 419394.82 3737430.46 0.04360m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 137 MainPlace_1.5m.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 60 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - - 0.03962m - (13010324) 419434.82 3737430.46 0.03618m (13010324) 419454.82 3737430.46 0.03283m (13010324) 419474.82 3737430.46 0.03058m (13010324) 419494.82 3737430.46 0.02867m (13010324) 419514.82 3737430.46 0.02702m (13010324) 419534.82 3737430.46 0.02544m (13010324) 419554.82 3737430.46 0.02428m (13010324) 419574.82 3737430.46 0.02316m (13010324) 419594.82 3737430.46 0.02220m (13010324) 419614.82 3737430.46 0.02153m (13010324) 419634.82 3737430.46 0.02080m (13010324) 419654.82 3737430.46 0.02013m (13010324) 419334.82 3737450.46 0.05717m (13010324) 419354.82 3737450.46 0.05031m (13010324) 419374.82 3737450.46 0.04516m (13010324) 419394.82 3737450.46 0.04082m (13010324) 419414.82 3737450.46 0.03726m (13010324) 419434.82 3737450.46 0.03391m (13010324) 419454.82 3737450.46 0.03108m (13010324) Page 138 MainPlace 1.5m.AD0 419474.82 3737450.46 0.02912m (13010324) 419494.82 3737450.46 0.02745m (13010324) 419514.82 3737450.46 0.02599m (13010324) 419534.82 3737450.46 0.02467m (13010324) 419554.82 3737450.46 0.02352m (13010324) 419574.82 3737450.46 0.02263m (13010324) 419594.82 3737450.46 0.02184m (13010324) 419614.82 3737450.46 0.02115m (13010324) 419634.82 3737450.46 0.02053m (13010324) 419654.82 3737450.46 0.01987m (13010324) 419314.82 3737470.46 0.06032m (13010324) 419334.82 3737470.46 0.05244m (13010324) 419354.82 3737470.46 0.04671m (13010324) 419374.82 3737470.46 0.04206m (13010324) 419394.82 3737470.46 0.03822m (13010324) 419414.82 3737470.46 0.03473m (13010324) 419434.82 3737470.46 0.03181m (13010324) 419454.82 3737470.46 0.02983m (13010324) 419474.82 3737470.46 0.02809m (13010324) 419494.82 3737470.46 0.02658m (13010324) 419514.82 3737470.46 0.02525m (13010324) 419534.82 3737470.46 0.02404m (13010324) 419554.82 3737470.46 0.02297m (13010324) 419574.82 3737470.46 0.02217m (13010324) 419594.82 3737470.46 0.02144m (13010324) 419614.82 3737470.46 0.02082m (13010324) 419634.82 3737470.46 0.02020m (13010324) 419654.82 3737470.46 0.01961m (13010324) 419314.82 3737490.46 0.05495m (13010324) 419334.82 3737490.46 0.04837m (13010324) 419354.82 3737490.46 0.04272m (13010324) 419374.82 3737490.46 0.03882m (13010324) 419394.82 3737490.46 0.03532m (13010324) 419414.82 3737490.46 0.03282m (13010324) 419434.82 3737490.46 0.03052m (13010324) 419454.82 3737490.46 0.02876m (13010324) 419474.82 3737490.46 0.02720m (13010324) 419494.82 3737490.46 0.02582m (13010324) 419514.82 3737490.46 0.02459m (13010324) 419534.82 3737490.46 0.02349m (13010324) 419554.82 3737490.46 0.02250m (13010324) 419574.82 3737490.46 0.02175m (13010324) 419594.82 3737490.46 0.02107m (13010324) 419614.82 3737490.46 0.02042m (13010324) 419634.82 3737490.46 0.01987m (13010324) 419654.82 3737490.46 0.01937m (13010324) 419294.82 3737510.46 0.05756m (13010324) 419314.82 3737510.46 0.05053m (13010324) Page 139 MainPlace_1.5m.ADO 419334.82 3737510.46 0.04464m (13010324) 3737510.46 0.03942c (12120424) 419374.82 3737510.46 0.03607m (13010324) 3737510.46 0.03343m (13010324) 419414.82 3737510.46 0.03126m (13010324) 3737510.46 0.02943m (13010324) 419454.82 3737510.46 0.02783m (13010324) 3737510.46 0.02643m (13010324) 419494.82 3737510.46 0.02516m (13010324) 3737510.46 0.02404m (13010324) 419534.82 3737510.46 0.02316m (13010324) 3737510.46 0.02222m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 61 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - - - - - - 3737510.46 0.02141m - (13010324) 419594.82 3737510.46 0.02067m (13010324) 419614.82 3737510.46 0.02001m (13010324) 419634.82 3737510.46 0.01944m (13010324) 419654.82 3737510.46 0.01901m (13010324) 419294.82 3737530.46 0.05281m (13010324) 419314.82 3737530.46 0.04641m (13010324) 419334.82 Page 140 MainPlace 1.5m.AD0 3737530.46 0.04076c (14010624) 419354.82 3737530.46 0.03768c (14010624) 419374.82 3737530.46 0.03462c (14010624) 419394.82 3737530.46 0.03208c (12120424) 419414.82 3737530.46 0.03014m (13010324) 419434.82 3737530.46 0.02848m (13010324) 419454.82 3737530.46 0.02706m (13010324) 419474.82 3737530.46 0.02578m (13010324) 419494.82 3737530.46 0.02463m (13010324) 419514.82 3737530.46 0.02371m (13010324) 419534.82 3737530.46 0.02293m (13010324) 419554.82 3737530.46 0.02192m (13010324) 419574.82 3737530.46 0.02113m (13010324) 419594.82 3737530.46 0.02041m (13010324) 419614.82 3737530.46 0.01969m (13010324) 419634.82 3737530.46 0.01906m (13010324) 419654.82 3737530.46 0.01871m (13010324) 419274.82 3737550.46 0.05555m (13010324) 419294.82 3737550.46 0.04903m (13010324) 419314.82 3737550.46 0.04329m (13010324) 419334.82 3737550.46 0.03891c (14010624) 419354.82 3737550.46 0.03599c (14010624) 419374.82 3737550.46 0.03324c (14010624) 419394.82 3737550.46 0.03091m (13010324) 419414.82 3737550.46 0.02919m (13010324) 419434.82 3737550.46 0.02770m (13010324) 419454.82 3737550.46 0.02639m (13010324) 419474.82 3737550.46 0.02521m (13010324) 419494.82 3737550.46 0.02415m (13010324) 419514.82 3737550.46 0.02320m (13010324) 419534.82 3737550.46 0.02242m (13010324) 419554.82 3737550.46 0.02161m (13010324) 419574.82 3737550.46 0.02086m (13010324) 419594.82 3737550.46 0.02018m (13010324) 419614.82 3737550.46 0.01951m (13010324) 419634.82 3737550.46 0.01894m (13010324) 419654.82 3737550.46 0.01864m (13010324) 419274.82 3737570.46 0.05139m (13010324) 419294.82 3737570.46 0.04591m (13010324) 419314.82 3737570.46 0.04083m (13010324) 419334.82 3737570.46 0.03709c (14010624) 419354.82 3737570.46 0.03452c (14010624) 419374.82 3737570.46 0.03204c (14010624) 419394.82 3737570.46 0.02996m (13010324) 419414.82 3737570.46 0.02840m (13010324) 419434.82 3737570.46 0.02704m (13010324) 419454.82 3737570.46 0.02583m (13010324) 419474.82 3737570.46 0.02474m (13010324) 419494.82 Page 141 MainPlace_1.5m.ADO 3737570.46 0.02375m (13010324) 419514.82 3737570.46 0.02285m (13010324) 3737570.46 0.02211m (13010324) 419554.82 3737570.46 0.02136m (13010324) 3737570.46 0.02066m (13010324) 419594.82 3737570.46 0.01995m (13010324) 3737570.46 0.01930m (13010324) 419634.82 3737570.46 0.01885m (13010324) 3737570.46 0.01853m (13010324) 419254.82 3737590.46 0.05380m (13010324) 3737590.46 0.04793m (13010324) 419294.82 3737590.46 0.04328m (13010324) 3737590.46 0.03872m (13010324) 419334.82 3737590.46 0.03519c (14010624) 3737590.46 0.03323c (14010624) 419374.82 3737590.46 0.03097c (14010624) 3737590.46 0.02921m (13010324) 419414.82 3737590.46 0.02775m (13010324) 3737590.46 0.02649m (13010324) 419454.82 3737590.46 0.02536m (13010324) 3737590.46 0.02434m (13010324) 419494.82 3737590.46 0.02342m (13010324) 3737590.46 0.02261m (13010324) 419534.82 3737590.46 0.02203m (13010324) 3737590.46 0.02119m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 62 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 Page 142 IN MICROGRAMS/M**3 MainPlace 1.5m.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.02052m - - (13010324) 419594.82 3737590.46 0.01984m (13010324) 419614.82 3737590.46 0.01926m (13010324) 419634.82 3737590.46 0.01877m (13010324) 419654.82 3737590.46 0.01852m (13010324) 419254.82 3737610.46 0.05004m (13010324) 419274.82 3737610.46 0.04517m (13010324) 419294.82 3737610.46 0.04107m (13010324) 419314.82 3737610.46 0.03749m (13010324) 419334.82 3737610.46 0.03399m (13010324) 419354.82 3737610.46 0.03181c (14010624) 419374.82 3737610.46 0.03011m (13010324) 419394.82 3737610.46 0.02854m (13010324) 419414.82 3737610.46 0.02720m (13010324) 419434.82 3737610.46 0.02603m (13010324) 419454.82 3737610.46 0.02499m (13010324) 419474.82 3737610.46 0.02404m (13010324) 419494.82 3737610.46 0.02318m (13010324) 419514.82 3737610.46 0.02240m (13010324) 419534.82 3737610.46 0.02175m (13010324) 419554.82 3737610.46 0.02109m (13010324) 419574.82 3737610.46 0.02045m (13010324) 419594.82 3737610.46 0.01982m (13010324) 419614.82 3737610.46 0.01929m (13010324) 419634.82 3737610.46 0.01879m (13010324) 419654.82 3737610.46 0.01854m (13010324) 419254.82 3737630.46 0.04694m (13010324) 419274.82 3737630.46 0.04281m (13010324) 419294.82 3737630.46 0.03933m (13010324) 419314.82 3737630.46 0.03651m (13010324) 419334.82 3737630.46 0.03349m (13010324) 419354.82 3737630.46 0.03096m (13010324) 419374.82 3737630.46 0.02950m (13010324) 419394.82 3737630.46 0.02801m (13010324) 419414.82 3737630.46 0.02676m (13010324) 419434.82 3737630.46 0.02567m (13010324) 419454.82 3737630.46 0.02470m (13010324) 419474.82 3737630.46 0.02382m (13010324) 419494.82 3737630.46 0.02301m (13010324) 419514.82 3737630.46 0.02226m (13010324) 419534.82 3737630.46 0.02159m (13010324) 419554.82 3737630.46 0.02102m (13010324) Page 143 MainPlace 1.5m.ADO 419574.82 3737630.46 0.02043m (13010324) 419594.82 3737630.46 0.01989m (13010324) 419614.82 3737630.46 0.01942m (13010324) 419634.82 3737630.46 0.01892m (13010324) 419654.82 3737630.46 0.01869m (13010324) 419234.82 3737650.46 0.04880m (13010324) 419254.82 3737650.46 0.04434m (13010324) 419274.82 3737650.46 0.04077m (13010324) 419294.82 3737650.46 0.03790m (13010324) 419314.82 3737650.46 0.03533m (13010324) 419334.82 3737650.46 0.03323m (13010324) 419354.82 3737650.46 0.03082m (13010324) 419374.82 3737650.46 0.02883m (13010324) 419394.82 3737650.46 0.02759m (13010324) 419414.82 3737650.46 0.02644m (13010324) 419434.82 3737650.46 0.02541m (13010324) 419454.82 3737650.46 0.02450m (13010324) 419474.82 3737650.46 0.02367m (13010324) 419494.82 3737650.46 0.02290m (13010324) 419514.82 3737650.46 0.02220m (13010324) 419534.82 3737650.46 0.02155m (13010324) 419554.82 3737650.46 0.02097m (13010324) 419574.82 3737650.46 0.02045m (13010324) 419594.82 3737650.46 0.01999m (13010324) 419614.82 3737650.46 0.01973m (13010324) 419634.82 3737650.46 0.01928m (13010324) 419654.82 3737650.46 0.01895m (13010324) 419234.82 3737670.46 0.04597m (13010324) 419254.82 3737670.46 0.04216m (13010324) 419274.82 3737670.46 0.03905m (13010324) 419294.82 3737670.46 0.03652m (13010324) 419314.82 3737670.46 0.03430m (13010324) 419334.82 3737670.46 0.03236m (13010324) 419354.82 3737670.46 0.03035m (13010324) 419374.82 3737670.46 0.02842m (13010324) 419394.82 3737670.46 0.02728m (13010324) 419414.82 3737670.46 0.02619m (13010324) 419434.82 3737670.46 0.02524m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 63 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** Page 144 MainPlace 1.5m.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - - 0.02440m - (13010324) 419474.82 3737670.46 0.02361m (13010324) 419494.82 3737670.46 0.02288m (13010324) 419514.82 3737670.46 0.02221m (13010324) 419534.82 3737670.46 0.02159m (13010324) 419554.82 3737670.46 0.02103m (13010324) 419574.82 3737670.46 0.02056m (13010324) 419594.82 3737670.46 0.02019m (13010324) 419614.82 3737670.46 0.01991m (13010324) 419634.82 3737670.46 0.01956m (13010324) 419654.82 3737670.46 0.01923m (13010324) 419234.82 3737690.46 0.04362m (13010324) 419254.82 3737690.46 0.04031m (13010324) 419274.82 3737690.46 0.03760m (13010324) 419294.82 3737690.46 0.03535m (13010324) 419314.82 3737690.46 0.03330m (13010324) 419334.82 3737690.46 0.03162m (13010324) 419354.82 3737690.46 0.02964m (13010324) 419374.82 3737690.46 0.02805m (13010324) 419394.82 3737690.46 0.02706m (13010324) 419414.82 3737690.46 0.02604m (13010324) 419434.82 3737690.46 0.02516m (13010324) 419454.82 3737690.46 0.02438m (13010324) 419474.82 3737690.46 0.02364m (13010324) 419494.82 3737690.46 0.02296m (13010324) 419514.82 3737690.46 0.02231m (13010324) 419534.82 3737690.46 0.02170m (13010324) 419554.82 3737690.46 0.02119m (13010324) 419574.82 3737690.46 0.02075m (13010324) 419594.82 Page 145 MainPlace 1.5m.AD0 3737690.46 0.02036m (13010324) 419614.82 3737690.46 0.02014m (13010324) 419634.82 3737690.46 0.01982m (13010324) 419654.82 3737690.46 0.01952m (13010324) 419234.82 3737710.46 0.04174m (13010324) 419254.82 3737710.46 0.03884m (13010324) 419274.82 3737710.46 0.03642m (13010324) 419294.82 3737710.46 0.03441m (13010324) 419314.82 3737710.46 0.03255m (13010324) 419334.82 3737710.46 0.03106m (13010324) 419354.82 3737710.46 0.02935m (13010324) 419374.82 3737710.46 0.02783m (13010324) 419394.82 3737710.46 0.02696m (13010324) 419414.82 3737710.46 0.02601m (13010324) 419434.82 3737710.46 0.02523m (13010324) 419454.82 3737710.46 0.02448m (13010324) 419474.82 3737710.46 0.02380m (13010324) 419494.82 3737710.46 0.02314m (13010324) 419514.82 3737710.46 0.02249m (13010324) 419534.82 3737710.46 0.02190m (13010324) 419554.82 3737710.46 0.02142m (13010324) 419574.82 3737710.46 0.02101m (13010324) 419594.82 3737710.46 0.02062m (13010324) 419614.82 3737710.46 0.02038m (13010324) 419634.82 3737710.46 0.02005m (13010324) 419654.82 3737710.46 0.01987m (13010324) 419234.82 3737730.46 0.04031m (13010324) 419254.82 3737730.46 0.03770m (13010324) 419274.82 3737730.46 0.03552m (13010324) 419294.82 3737730.46 0.03370m (13010324) 419314.82 3737730.46 0.03207m (13010324) 419334.82 3737730.46 0.03061m (13010324) 419354.82 3737730.46 0.02911m (13010324) 419374.82 3737730.46 0.02780m (13010324) 419394.82 3737730.46 0.02704m (13010324) 419414.82 3737730.46 0.02617m (13010324) 419434.82 3737730.46 0.02539m (13010324) 419454.82 3737730.46 0.02468m (13010324) 419474.82 3737730.46 0.02408m (13010324) 419494.82 3737730.46 0.02345m (13010324) 419514.82 3737730.46 0.02287m (13010324) 419534.82 3737730.46 0.02232m (13010324) 419554.82 3737730.46 0.02183m (13010324) 419574.82 3737730.46 0.02141m (13010324) 419594.82 3737730.46 0.02101m (13010324) 419614.82 3737730.46 0.02071m (13010324) 419634.82 3737730.46 0.02047m (13010324) 419654.82 3737730.46 0.02028m (13010324) 419234.82 Page 146 MainPlace 1.5m.ADO 3737750.46 0.03929m (13010324) 419254.82 3737750.46 0.03688m (13010324) 419274.82 3737750.46 0.03489m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 64 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.03324m - (13010324) 419314.82 3737750.46 0.03178m (13010324) 419334.82 3737750.46 0.03044m (13010324) 419354.82 3737750.46 0.02906m (13010324) 419374.82 3737750.46 0.02794m (13010324) 419394.82 3737750.46 0.02732m (13010324) 419414.82 3737750.46 0.02652m (13010324) 419434.82 3737750.46 0.02571m (13010324) 419454.82 3737750.46 0.02501m (13010324) 419474.82 3737750.46 0.02445m (13010324) 419494.82 3737750.46 0.02396m (13010324) 419514.82 3737750.46 0.02344m (13010324) 419534.82 3737750.46 0.02291m (13010324) 419554.82 3737750.46 0.02243m (13010324) 419574.82 3737750.46 0.02199m (13010324) 419594.82 3737750.46 0.02156m (13010324) Page 147 MainPlace 1.5m.AD0 419614.82 3737750.46 0.02117m (13010324) 419634.82 3737750.46 0.02104m (13010324) 419654.82 3737750.46 0.02078m (13010324) 419234.82 3737770.46 0.03864m (13010324) 419254.82 3737770.46 0.03666m (13010324) 419274.82 3737770.46 0.03467m (13010324) 419294.82 3737770.46 0.03307m (13010324) 419314.82 3737770.46 0.03176m (13010324) 419334.82 3737770.46 0.03049m (13010324) 419354.82 3737770.46 0.02921m (13010324) 419374.82 3737770.46 0.02839m (13010324) 419394.82 3737770.46 0.02776m (13010324) 419414.82 3737770.46 0.02697m (13010324) 419434.82 3737770.46 0.02623m (13010324) 419454.82 3737770.46 0.02556m (13010324) 419474.82 3737770.46 0.02502m (13010324) 419494.82 3737770.46 0.02457m (13010324) 419514.82 3737770.46 0.02407m (13010324) 419534.82 3737770.46 0.02352m (13010324) 419554.82 3737770.46 0.02314m (13010324) 419574.82 3737770.46 0.02269m (13010324) 419594.82 3737770.46 0.02221m (13010324) 419614.82 3737770.46 0.02188m (13010324) 419634.82 3737770.46 0.02178m (13010324) 419654.82 3737770.46 0.02158m (13010324) 419254.82 3737790.46 0.03658m (13010324) 419274.82 3737790.46 0.03477m (13010324) 419294.82 3737790.46 0.03331m (13010324) 419314.82 3737790.46 0.03210m (13010324) 419334.82 3737790.46 0.03088m (13010324) 419354.82 3737790.46 0.02972m (13010324) 419374.82 3737790.46 0.02901m (13010324) 419394.82 3737790.46 0.02852m (13010324) 419414.82 3737790.46 0.02775m (13010324) 419434.82 3737790.46 0.02704m (13010324) 419454.82 3737790.46 0.02636m (13010324) 419474.82 3737790.46 0.02582m (13010324) 419494.82 3737790.46 0.02535m (13010324) 419514.82 3737790.46 0.02488m (13010324) 419534.82 3737790.46 0.02432m (13010324) 419554.82 3737790.46 0.02391m (13010324) 419574.82 3737790.46 0.02345m (13010324) 419594.82 3737790.46 0.02299m (13010324) 419614.82 3737790.46 0.02269m (13010324) 419634.82 3737790.46 0.02265m (13010324) 419654.82 3737790.46 0.02245m (13010324) 419274.82 3737810.46 0.03523m (13010324) 419294.82 3737810.46 0.03401m (13010324) Page 148 MainPlace_1.5m.ADO 419314.82 3737810.46 0.03293m (13010324) 3737810.46 0.03185m (13010324) 419354.82 3737810.46 0.03101m (13010324) 3737810.46 0.03016m (13010324) 419394.82 3737810.46 0.02967m (13010324) 3737810.46 0.02891m (13010324) 419434.82 3737810.46 0.02815m (13010324) 3737810.46 0.02745m (13010324) 419474.82 3737810.46 0.02696m (13010324) 3737810.46 0.02648m (13010324) 419514.82 3737810.46 0.02593m (13010324) 3737810.46 0.02535m (13010324) 419554.82 3737810.46 0.02479m (13010324) 3737810.46 0.02433m (13010324) 419594.82 3737810.46 0.02395m (13010324) 3737810.46 0.02368m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 19:04:27 12/29/18 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 65 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.02368m (13010324) 419654.82 3737810.46 0.02350m (13010324) 419294.82 3737830.46 0.03551m (13010324) 419314.82 Page 149 MainPlace 1.5m.AD0 3737830.46 0.03461m (13010324) 419334.82 3737830.46 0.03373m (13010324) 419354.82 3737830.46 0.03281m (13010324) 419374.82 3737830.46 0.03215m (13010324) 419394.82 3737830.46 0.03149m (13010324) 419414.82 3737830.46 0.03083m (13010324) 419434.82 3737830.46 0.02972m (13010324) 419454.82 3737830.46 0.02893m (13010324) 419474.82 3737830.46 0.02856m (13010324) 419494.82 3737830.46 0.02806m (13010324) 419514.82 3737830.46 0.02745m (13010324) 419534.82 3737830.46 0.02680m (13010324) 419554.82 3737830.46 0.02612m (13010324) 419574.82 3737830.46 0.02561m (13010324) 419594.82 3737830.46 0.02526m (13010324) 419614.82 3737830.46 0.02518m (13010324) 419634.82 3737830.46 0.02523m (13010324) 419654.82 3737830.46 0.02502m (13010324) 419314.82 3737850.46 0.03749m (13010324) 419334.82 3737850.46 0.03683m (13010324) 419354.82 3737850.46 0.03597m (13010324) 419374.82 3737850.46 0.03550m (13010324) 419394.82 3737850.46 0.03524m (13010324) 419414.82 3737850.46 0.03446m (13010324) 419434.82 3737850.46 0.03253m (13010324) 419454.82 3737850.46 0.03158b (13120124) 419474.82 3737850.46 0.03097b (13120124) 419494.82 3737850.46 0.03041b (13120124) 419514.82 3737850.46 0.02966b (13120124) 419534.82 3737850.46 0.02903b (13120124) 419554.82 3737850.46 0.02863c (12120424) 419574.82 3737850.46 0.02830c (12120424) 419594.82 3737850.46 0.02802c (12120424) 419614.82 3737850.46 0.02781c (12120424) 419634.82 3737850.46 0.02765c (12120424) 419654.82 3737850.46 0.02762c (12120424) 419514.82 3737870.46 0.03456c (12120424) 419534.82 3737870.46 0.03414c (12120424) 419554.82 3737870.46 0.03392c (12120424) 419574.82 3737870.46 0.03363c (12120424) 419594.82 3737870.46 0.03332c (12120424) 419614.82 3737870.46 0.03308c (12120424) 419634.82 3737870.46 0.03291c (12120424) 419654.82 3737870.46 0.03290c (12120424) 419514.82 3737890.46 0.04732c (12120424) 419534.82 3737890.46 0.04696c (12120424) 419554.82 3737890.46 0.04670c (12120424) 419574.82 3737890.46 0.04643c (12120424) 419594.82 Page 150 MainPlace 1.5m.ADO 3737890.46 0.04616c (12120424) 419614.82 3737890.46 0.04593c (12120424) 419634.82 3737890.46 0.04581c (12120424) 419654.82 3737890.46 0.04587c (12120424) 419674.82 3737890.46 0.04538c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 66 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE SUMMARY OF MAXIMUM ANNUAL RESULTS AVERAGED OVER 5 YEARS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI 1ST HIGHEST VALUE IS 0.04869 AT ( 419374.82, 3737350.46, 44.42, 44.42, 1.50) DC 2ND HIGHEST VALUE IS 0.04580 AT ( 419394.82, 3737330.46, 44.46, 44.46, 1.50) DC 3RD HIGHEST VALUE IS 0.04568 AT ( 419354.82, 3737390.46, 44.74, 44.74, 1.50) DC 4TH HIGHEST VALUE IS 0.04312 AT ( 419334.82, 3737430.46, 45.17, 45.17, 1.50) DC 5TH HIGHEST VALUE IS 0.04310 AT ( 419374.82, 3737370.46, 44.69, 44.69, 1.50) DC 6TH HIGHEST VALUE IS 0.04104 AT ( 419314.82, 3737470.46, 45.18, 45.18, 1.50) DC 7TH HIGHEST VALUE IS 0.04084 AT ( 419394.82, 3737350.46, 44.75, 44.75, 1.50) DC 8TH HIGHEST VALUE IS 0.04080 AT ( 419354.82, 3737410.46, 45.20, 45.20, 1.50) DC 9TH HIGHEST VALUE IS 0.03899 AT ( 419294.82, 3737510.46, 45.62, 45.62, 1.50) DC 10TH HIGHEST VALUE IS 0.03883 AT ( 419414.82, 3737330.46, 44.68, 44.68, 1.50) DC Page 151 MainPlace_1.5m.ADO ALL 1ST HIGHEST VALUE IS 0.04869 AT ( 419374.82, 3737350.46, 44.42, 44.42, 1.50) DC 2ND HIGHEST VALUE IS 0.04580 AT ( 419394.82, 3737330.46, 44.46, 44.46, 1.50) DC 3RD HIGHEST VALUE IS 0.04568 AT ( 419354.82, 3737390.46, 44.74, 44.74, 1.50) DC 4TH HIGHEST VALUE IS 0.04312 AT ( 419334.82, 3737430.46, 45.17, 45.17, 1.50) DC 5TH HIGHEST VALUE IS 0.04310 AT ( 419374.82, 3737370.46, 44.69, 44.69, 1.50) DC 6TH HIGHEST VALUE IS 0.04104 AT ( 419314.82, 3737470.46, 45.18, 45.18, 1.50) DC 7TH HIGHEST VALUE IS 0.04084 AT ( 419394.82, 3737350.46, 44.75, 44.75, 1.50) DC 8TH HIGHEST VALUE IS 0.04080 AT ( 419354.82, 3737410.46, 45.20, 45.20, 1.50) DC 9TH HIGHEST VALUE IS 0.03899 AT ( 419294.82, 3737510.46, 45.62, 45.62, 1.50) DC 10TH HIGHEST VALUE IS 0.03883 AT ( 419414.82, 3737330.46, 44.68, 44.68, 1.50) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 67 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 1-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 152 MainPlace_1.5m.ADO SRCGPI HIGH 1ST HIGH VALUE IS 0.10633 ON 16102819: AT ( 419374.82, 3737350.46, 44.42, 44.42, 1.50) DC ALL HIGH 1ST HIGH VALUE IS 0.10633 ON 16102819: AT ( 419374.82, 3737350.46, 44.42, 44.42, 1.50) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 PAGE 68 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 24-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI HIGH 1ST HIGH VALUE IS 0.07038m ON 13010324: AT ( 419374.82, 3737350.46, 44.42, 44.42, 1.50) DC ALL HIGH 1ST HIGH VALUE IS 0.07038m ON 13010324: AT ( 419374.82, 3737350.46, 44.42, 44.42, 1.50) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 19:04:27 Page 153 MainPlace 1.5m.ADO PAGE 69 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** Message Summary : AERMOD Model Execution *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 1864 Informational Message(s) A Total of 43848 Hours Were Processed A Total of 1500 Calm Hours Identified A Total of 364 Missing Hours Identified ( 0.83 Percent) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET ************************************ *** AERMOD Finishes Successfully *** ************************************ Page 154 MainPlace_r.ADO ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.6.1 ** Lakes Environmental Software Inc. ** Date: 12/29/2018 ** File: C:\Lakes\AERMOD View\MainPlace r\MainPlace r.ADI **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010232 POLLUTID PM_10 FLAGPOLE 4.60 RUNORNOT RUN ERRORFIL MainPlace_r.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord.--------------------------------------------------------------------- ** ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINEI ** DESCRSRC I-5 SB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 419631.223, 3736783.185, 39.21, 3.70, 18.60 Page 1 MainPlace_r.ADO ** 419556.193, 3736928.110, 43.83, 3.70, 18.60 ** 419346.762, 3737245.905, 44.87, 3.70, 18.60 ** 419089.235, 3737628.422, 43.10, 3.70, 18.60 ** 418889.765, 3737922.507, 42.03, 3.70, 18.60 ** 418743.826, 3738075.215, 42.10, 3.70, 18.60 LOCATION L0006931 VOLUME 419622.028 3736800.945 39.73 LOCATION L0006932 VOLUME 419603.637 3736836.467 41.01 LOCATION L0006933 VOLUME 419585.247 3736871.989 42.06 LOCATION L0006934 VOLUME 419566.857 3736907.511 43.26 LOCATION L0006935 VOLUME 419546.946 3736942.141 44.28 LOCATION L0006936 VOLUME 419524.935 3736975.541 45.08 LOCATION L0006937 VOLUME 419502.925 3737008.940 45.63 LOCATION L0006938 VOLUME 419480.914 3737042.340 46.04 LOCATION L0006939 VOLUME 419458.903 3737075.740 46.28 LOCATION L0006940 VOLUME 419436.892 3737109.139 46.34 LOCATION L0006941 VOLUME 419414.882 3737142.539 45.55 LOCATION L0006942 VOLUME 419392.871 3737175.938 42.29 LOCATION L0006943 VOLUME 419370.860 3737209.338 45.05 LOCATION L0006944 VOLUME 419348.850 3737242.737 45.31 LOCATION L0006945 VOLUME 419326.542 3737275.939 45.03 LOCATION L0006946 VOLUME 419304.203 3737309.120 44.73 LOCATION L0006947 VOLUME 419281.864 3737342.301 44.44 LOCATION L0006948 VOLUME 419259.525 3737375.482 44.15 LOCATION L0006949 VOLUME 419237.187 3737408.663 43.84 LOCATION L0006950 VOLUME 419214.848 3737441.844 43.58 LOCATION L0006951 VOLUME 419192.509 3737475.025 43.45 LOCATION L0006952 VOLUME 419170.170 3737508.206 43.35 LOCATION L0006953 VOLUME 419147.831 3737541.387 43.27 LOCATION L0006954 VOLUME 419125.492 3737574.568 43.17 LOCATION L0006955 VOLUME 419103.154 3737607.749 43.06 LOCATION L0006956 VOLUME 419080.772 3737640.900 42.97 LOCATION L0006957 VOLUME 419058.318 3737674.004 42.90 LOCATION L0006958 VOLUME 419035.865 3737707.108 42.76 LOCATION L0006959 VOLUME 419013.412 3737740.211 42.65 LOCATION L0006960 VOLUME 418990.959 3737773.315 42.67 LOCATION L0006961 VOLUME 418968.505 3737806.419 42.81 LOCATION L0006962 VOLUME 418946.052 3737839.522 42.81 LOCATION L0006963 VOLUME 418923.599 3737872.626 42.76 LOCATION L0006964 VOLUME 418901.145 3737905.729 42.20 LOCATION L0006965 VOLUME 418876.136 3737936.769 42.10 LOCATION L0006966 VOLUME 418848.500 3737965.687 42.02 LOCATION L0006967 VOLUME 418820.864 3737994.605 41.90 LOCATION L0006968 VOLUME 418793.228 3738023.522 41.93 LOCATION L0006969 VOLUME 418765.592 3738052.440 41.99 ** End of LINE VOLUME Source ID = SLINEI ** ** Line Source Represented by Adjacent Volume Sources Page 2 MainPlace r.ADO ** LINE VOLUME Source ID = SLINE2 ** DESCRSRC SR-22 EB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 418533.449, 3738009.821, 45.15, 3.70, 9.30 ** 418708.288, 3738010.892, 45.54, 3.70, 9.30 ** 418914.480, 3737993.807, 49.94, 3.70, 9.30 ** 419017.576, 3737990.390, 48.84, 3.70, 9.30 ** 419299.994, 3737936.995, 44.35, 3.70, 9.30 ** 419360.932, 3737929.738, 42.97, 3.70, 9.30 ** 419710.834, 3737925.564, 40.99, 3.70, 9.30 ** 420052.825, 3737923.992, 49.51, 3.70, 9.30 ** LOCATION L0006970 VOLUME 418543.449 3738009.882 45.28 LOCATION L0006971 VOLUME 418563.449 3738010.005 45.81 LOCATION L0006972 VOLUME 418583.448 3738010.127 46.36 LOCATION L0006973 VOLUME 418603.448 3738010.250 46.99 LOCATION L0006974 VOLUME 418623.448 3738010.372 47.60 LOCATION L0006975 VOLUME 418643.447 3738010.495 48.01 LOCATION L0006976 VOLUME 418663.447 3738010.618 47.82 LOCATION L0006977 VOLUME 418683.446 3738010.740 47.20 LOCATION L0006978 VOLUME 418703.446 3738010.863 45.56 LOCATION L0006979 VOLUME 418723.394 3738009.641 43.86 LOCATION L0006980 VOLUME 418743.326 3738007.989 42.37 LOCATION L0006981 VOLUME 418763.258 3738006.338 41.61 LOCATION L0006982 VOLUME 418783.189 3738004.686 41.57 LOCATION L0006983 VOLUME 418803.121 3738003.034 41.77 LOCATION L0006984 VOLUME 418823.053 3738001.383 42.04 LOCATION L0006985 VOLUME 418842.984 3737999.731 42.39 LOCATION L0006986 VOLUME 418862.916 3737998.080 42.47 LOCATION L0006987 VOLUME 418882.848 3737996.428 42.95 LOCATION L0006988 VOLUME 418902.779 3737994.777 45.06 LOCATION L0006989 VOLUME 418922.735 3737993.534 49.44 LOCATION L0006990 VOLUME 418942.724 3737992.871 51.26 LOCATION L0006991 VOLUME 418962.713 3737992.209 51.81 LOCATION L0006992 VOLUME 418982.702 3737991.546 51.97 LOCATION L0006993 VOLUME 419002.691 3737990.884 51.53 LOCATION L0006994 VOLUME 419022.594 3737989.441 49.00 LOCATION L0006995 VOLUME 419042.246 3737985.726 48.25 LOCATION L0006996 VOLUME 419061.898 3737982.011 48.18 LOCATION L0006997 VOLUME 419081.549 3737978.295 48.28 LOCATION L0006998 VOLUME 419101.201 3737974.580 49.54 LOCATION L0006999 VOLUME 419120.853 3737970.864 49.89 Page 3 MainPlace_r.ADO LOCATION L0007000 VOLUME 419140.505 3737967.149 49.09 LOCATION L0007001 VOLUME 419160.157 3737963.433 47.82 LOCATION L0007002 VOLUME 419179.809 3737959.718 47.14 LOCATION L0007003 VOLUME 419199.461 3737956.002 46.83 LOCATION L0007004 VOLUME 419219.112 3737952.287 46.96 LOCATION L0007005 VOLUME 419238.764 3737948.572 47.34 LOCATION L0007006 VOLUME 419258.416 3737944.856 47.25 LOCATION L0007007 VOLUME 419278.068 3737941.141 45.59 LOCATION L0007008 VOLUME 419297.720 3737937.425 44.59 LOCATION L0007009 VOLUME 419317.555 3737934.904 43.96 LOCATION L0007010 VOLUME 419337.415 3737932.539 43.53 LOCATION L0007011 VOLUME 419357.275 3737930.173 43.11 LOCATION L0007012 VOLUME 419377.248 3737929.543 42.62 LOCATION L0007013 VOLUME 419397.246 3737929.305 42.10 LOCATION L0007014 VOLUME 419417.245 3737929.066 41.60 LOCATION L0007015 VOLUME 419437.243 3737928.828 41.14 LOCATION L0007016 VOLUME 419457.242 3737928.589 40.81 LOCATION L0007017 VOLUME 419477.241 3737928.350 40.60 LOCATION L0007018 VOLUME 419497.239 3737928.112 40.48 LOCATION L0007019 VOLUME 419517.238 3737927.873 40.42 LOCATION L0007020 VOLUME 419537.236 3737927.635 40.40 LOCATION L0007021 VOLUME 419557.235 3737927.396 40.33 LOCATION L0007022 VOLUME 419577.234 3737927.158 40.29 LOCATION L0007023 VOLUME 419597.232 3737926.919 40.27 LOCATION L0007024 VOLUME 419617.231 3737926.681 40.23 LOCATION L0007025 VOLUME 419637.229 3737926.442 40.18 LOCATION L0007026 VOLUME 419657.228 3737926.203 40.15 LOCATION L0007027 VOLUME 419677.226 3737925.965 41.61 LOCATION L0007028 VOLUME 419697.225 3737925.726 43.12 LOCATION L0007029 VOLUME 419717.224 3737925.535 40.46 LOCATION L0007030 VOLUME 419737.224 3737925.443 40.59 LOCATION L0007031 VOLUME 419757.224 3737925.351 40.98 LOCATION L0007032 VOLUME 419777.223 3737925.259 41.47 LOCATION L0007033 VOLUME 419797.223 3737925.167 42.03 LOCATION L0007034 VOLUME 419817.223 3737925.075 42.63 LOCATION L0007035 VOLUME 419837.223 3737924.983 43.24 LOCATION L0007036 VOLUME 419857.222 3737924.891 43.83 LOCATION L0007037 VOLUME 419877.222 3737924.799 44.42 LOCATION L0007038 VOLUME 419897.222 3737924.707 45.01 LOCATION L0007039 VOLUME 419917.222 3737924.615 45.60 LOCATION L0007040 VOLUME 419937.222 3737924.523 46.19 LOCATION L0007041 VOLUME 419957.221 3737924.431 46.78 LOCATION L0007042 VOLUME 419977.221 3737924.339 47.37 LOCATION L0007043 VOLUME 419997.221 3737924.248 48.00 LOCATION L0007044 VOLUME 420017.221 3737924.156 48.56 LOCATION L0007045 VOLUME 420037.221 3737924.064 49.11 ** End of LINE VOLUME Source ID = SLINE2 ** --------------------------------------------------------------------- Page 4 MainPlace_r.ADO ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3 ** DESCRSRC MainSt ** PREFIX ** Length of Side = 28.00 ** Configuration = Adjacent ** Emission Rate = 0.000015419 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 2 ** 419690.735, 3738149.975, 47.38, 3.70, 13.02 ** 419690.735, 3736869.042, 41.00, 3.70, 13.02 --------------------------------------------------------------------- ** LOCATION L0000480 VOLUME 419690.735 3738135.975 47.33 LOCATION L0000481 VOLUME 419690.735 3738107.975 47.37 LOCATION L0000482 VOLUME 419690.735 3738079.975 47.38 LOCATION L0000483 VOLUME 419690.735 3738051.975 47.45 LOCATION L0000484 VOLUME 419690.735 3738023.975 47.41 LOCATION L0000485 VOLUME 419690.735 3737995.975 47.35 LOCATION L0000486 VOLUME 419690.735 3737967.975 47.32 LOCATION L0000487 VOLUME 419690.735 3737939.975 44.90 LOCATION L0000488 VOLUME 419690.735 3737911.975 42.25 LOCATION L0000489 VOLUME 419690.735 3737883.975 44.57 LOCATION L0000490 VOLUME 419690.735 3737855.975 47.18 LOCATION L0000491 VOLUME 419690.735 3737827.975 47.09 LOCATION L0000492 VOLUME 419690.735 3737799.975 47.05 LOCATION L0000493 VOLUME 419690.735 3737771.975 46.99 LOCATION L0000494 VOLUME 419690.735 3737743.975 47.00 LOCATION L0000495 VOLUME 419690.735 3737715.975 46.95 LOCATION L0000496 VOLUME 419690.735 3737687.975 47.11 LOCATION L0000497 VOLUME 419690.735 3737659.975 47.16 LOCATION L0000498 VOLUME 419690.735 3737631.975 47.13 LOCATION L0000499 VOLUME 419690.735 3737603.975 47.15 LOCATION L0000500 VOLUME 419690.735 3737575.975 47.22 LOCATION L0000501 VOLUME 419690.735 3737547.975 47.27 LOCATION L0000502 VOLUME 419690.735 3737519.975 47.27 LOCATION L0000503 VOLUME 419690.735 3737491.975 47.27 LOCATION L0000504 VOLUME 419690.735 3737463.975 47.32 LOCATION L0000505 VOLUME 419690.735 3737435.975 47.28 LOCATION L0000506 VOLUME 419690.735 3737407.975 47.19 LOCATION L0000507 VOLUME 419690.735 3737379.975 47.04 LOCATION L0000508 VOLUME 419690.735 3737351.975 46.95 LOCATION L0000509 VOLUME 419690.735 3737323.975 46.80 LOCATION L0000510 VOLUME 419690.735 3737295.975 46.74 LOCATION L0000511 VOLUME 419690.735 3737267.975 46.71 LOCATION L0000512 VOLUME 419690.735 3737239.975 46.66 LOCATION L0000513 VOLUME 419690.735 3737211.975 46.58 LOCATION L0000514 VOLUME 419690.735 3737183.975 46.67 Page 5 LOCATION L0000515 VOLUME LOCATION L0000516 VOLUME LOCATION L0000517 VOLUME LOCATION L0000518 VOLUME LOCATION L0000519 VOLUME LOCATION L0000520 VOLUME LOCATION L0000521 VOLUME LOCATION L0000522 VOLUME LOCATION L0000523 VOLUME LOCATION L0000524 VOLUME LOCATION L0000525 VOLUME ** End of LINE VOLUME Source ID = MainPlace_r.ADO 419690.735 3737155.975 46.60 419690.735 3737127.975 44.46 419690.735 3737099.975 41.68 419690.735 3737071.975 46.91 419690.735 3737043.975 47.05 419690.735 3737015.975 46.59 419690.735 3736987.975 46.64 419690.735 3736959.975 46.94 419690.735 3736931.975 47.17 419690.735 3736903.975 46.45 419690.735 3736875.975 43.41 SLINE3 ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE4 ** DESCRSRC I-5 NB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 419663.396, 3736788.316, 37.99, 0.00, 18.60 ** 419610.600, 3736895.894, 41.87, 0.00, 18.60 ** 419408.071, 3737205.867, 42.46, 0.00, 18.60 ** 419323.036, 3737324.546, 45.08, 0.00, 18.60 ** 419174.164, 3737552.554, 43.45, 0.00, 18.60 ** 419083.342, 3737689.344, 43.17, 0.00, 18.60 ** 418995.300, 3737822.728, 42.89, 0.00, 18.60 ** 418791.710, 3738071.030, 42.30, 0.00, 18.60 --------------------------------------------------------------------- ** LOCATION L0007046 VOLUME LOCATION L0007047 VOLUME LOCATION L0007048 VOLUME LOCATION L0007049 VOLUME LOCATION L0007050 VOLUME LOCATION L0007051 VOLUME LOCATION L0007052 VOLUME LOCATION L0007053 VOLUME LOCATION L0007054 VOLUME LOCATION L0007055 VOLUME LOCATION L0007056 VOLUME LOCATION L0007057 VOLUME LOCATION L0007058 VOLUME LOCATION L0007059 VOLUME LOCATION L0007060 VOLUME LOCATION L0007061 VOLUME 419654.584 3736806.271 38.27 419636.961 3736842.179 39.48 419619.339 3736878.088 40.95 419599.570 3736912.775 42.19 419577.691 3736946.261 43.81 419555.812 3736979.747 47.55 419533.933 3737013.233 45.96 419512.054 3737046.719 45.83 419490.175 3737080.205 46.25 419468.296 3737113.691 46.44 419446.417 3737147.177 46.25 419424.538 3737180.663 42.84 419402.309 3737213.909 44.11 419379.011 3737246.424 45.72 419355.714 3737278.939 45.41 419332.416 3737311.454 45.10 Page 6 LOCATION L0007062 VOLUME LOCATION L0007063 VOLUME LOCATION L0007064 VOLUME LOCATION L0007065 VOLUME LOCATION L0007066 VOLUME LOCATION L0007067 VOLUME LOCATION L0007068 VOLUME LOCATION L0007069 VOLUME LOCATION L0007070 VOLUME LOCATION L0007071 VOLUME LOCATION L0007072 VOLUME LOCATION L0007073 VOLUME LOCATION L0007074 VOLUME LOCATION L0007075 VOLUME LOCATION L0007076 VOLUME LOCATION L0007077 VOLUME LOCATION L0007078 VOLUME LOCATION L0007079 VOLUME LOCATION L0007080 VOLUME LOCATION L0007081 VOLUME LOCATION L0007082 VOLUME LOCATION L0007083 VOLUME LOCATION L0007084 VOLUME ** End of LINE VOLUME Source ID MainPlace_r.ADO 419309.972 3737344.553 44.82 419288.104 3737378.046 44.47 419266.236 3737411.539 44.13 419244.367 3737445.032 43.90 419222.499 3737478.525 43.71 419200.631 3737512.018 43.65 419178.762 3737545.511 43.52 419156.691 3737578.870 43.39 419134.566 3737612.194 43.28 419112.440 3737645.518 43.22 419090.315 3737678.841 43.16 419068.251 3737712.206 43.10 419046.216 3737745.589 43.03 419024.181 3737778.973 43.12 419002.146 3737812.356 42.94 418977.818 3737844.050 42.80 418952.456 3737874.981 42.65 418927.094 3737905.913 42.51 418901.732 3737936.845 42.39 418876.370 3737967.777 42.50 418851.008 3737998.709 42.43 418825.647 3738029.640 42.30 418800.285 3738060.572 42.29 = SLINE4 ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5 ** DESCRSRC SR-22 WB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 418534.137, 3737984.902, 44.74, 3.70, 9.30 ** 418698.335, 3737984.232, 48.24, 3.70, 9.30 ** 418949.006, 3737981.395, 50.99, 3.70, 9.30 ** 419354.384, 3737899.159, 43.95, 3.70, 9.30 ** 419738.505, 3737903.268, 40.87, 3.70, 9.30 ** 420050.365, 3737898.645, 49.92, 3.70, 9.30 ** LOCATION L0007085 VOLUME 418544.137 3737984.861 45.30 LOCATION L0007086 VOLUME 418564.137 3737984.779 45.81 LOCATION L0007087 VOLUME 418584.136 3737984.698 46.36 LOCATION L0007088 VOLUME 418604.136 3737984.616 46.98 LOCATION L0007089 VOLUME 418624.136 3737984.535 47.58 LOCATION L0007090 VOLUME 418644.136 3737984.453 48.15 Page 7 MainPlace_r.ADO LOCATION L0007091 VOLUME 418664.136 3737984.371 48.69 LOCATION L0007092 VOLUME 418684.136 3737984.290 49.21 LOCATION L0007093 VOLUME 418704.135 3737984.166 48.58 LOCATION L0007094 VOLUME 418724.134 3737983.940 46.11 LOCATION L0007095 VOLUME 418744.133 3737983.713 42.26 LOCATION L0007096 VOLUME 418764.131 3737983.487 41.36 LOCATION L0007097 VOLUME 418784.130 3737983.261 41.30 LOCATION L0007098 VOLUME 418804.129 3737983.034 41.49 LOCATION L0007099 VOLUME 418824.127 3737982.808 41.78 LOCATION L0007100 VOLUME 418844.126 3737982.582 42.20 LOCATION L0007101 VOLUME 418864.125 3737982.355 42.36 LOCATION L0007102 VOLUME 418884.124 3737982.129 42.85 LOCATION L0007103 VOLUME 418904.122 3737981.903 44.63 LOCATION L0007104 VOLUME 418924.121 3737981.676 47.88 LOCATION L0007105 VOLUME 418944.120 3737981.450 50.54 LOCATION L0007106 VOLUME 418963.818 3737978.390 50.98 LOCATION L0007107 VOLUME 418983.418 3737974.414 51.02 LOCATION L0007108 VOLUME 419003.019 3737970.438 50.98 LOCATION L0007109 VOLUME 419022.620 3737966.461 50.98 LOCATION L0007110 VOLUME 419042.221 3737962.485 50.92 LOCATION L0007111 VOLUME 419061.821 3737958.509 50.05 LOCATION L0007112 VOLUME 419081.422 3737954.532 49.25 LOCATION L0007113 VOLUME 419101.023 3737950.556 48.27 LOCATION L0007114 VOLUME 419120.624 3737946.580 48.25 LOCATION L0007115 VOLUME 419140.224 3737942.604 48.62 LOCATION L0007116 VOLUME 419159.825 3737938.627 49.13 LOCATION L0007117 VOLUME 419179.426 3737934.651 48.82 LOCATION L0007118 VOLUME 419199.027 3737930.675 48.25 LOCATION L0007119 VOLUME 419218.627 3737926.699 47.64 LOCATION L0007120 VOLUME 419238.228 3737922.722 47.05 LOCATION L0007121 VOLUME 419257.829 3737918.746 46.53 LOCATION L0007122 VOLUME 419277.430 3737914.770 46.08 LOCATION L0007123 VOLUME 419297.030 3737910.793 45.64 LOCATION L0007124 VOLUME 419316.631 3737906.817 45.17 LOCATION L0007125 VOLUME 419336.232 3737902.841 44.64 LOCATION L0007126 VOLUME 419355.862 3737899.174 44.15 LOCATION L0007127 VOLUME 419375.861 3737899.388 43.58 LOCATION L0007128 VOLUME 419395.860 3737899.602 42.99 LOCATION L0007129 VOLUME 419415.859 3737899.816 42.41 LOCATION L0007130 VOLUME 419435.858 3737900.030 41.89 LOCATION L0007131 VOLUME 419455.856 3737900.244 41.50 LOCATION L0007132 VOLUME 419475.855 3737900.458 41.24 LOCATION L0007133 VOLUME 419495.854 3737900.672 41.09 LOCATION L0007134 VOLUME 419515.853 3737900.886 40.99 LOCATION L0007135 VOLUME 419535.852 3737901.100 40.86 LOCATION L0007136 VOLUME 419555.851 3737901.314 40.71 LOCATION L0007137 VOLUME 419575.850 3737901.528 40.58 LOCATION L0007138 VOLUME 419595.848 3737901.742 40.46 Page 8 LOCATION L0007139 VOLUME LOCATION L0007140 VOLUME LOCATION L0007141 VOLUME LOCATION L0007142 VOLUME LOCATION L0007143 VOLUME LOCATION L0007144 VOLUME LOCATION L0007145 VOLUME LOCATION L0007146 VOLUME LOCATION L0007147 VOLUME LOCATION L0007148 VOLUME LOCATION L0007149 VOLUME LOCATION L0007150 VOLUME LOCATION L0007151 VOLUME LOCATION L0007152 VOLUME LOCATION L0007153 VOLUME LOCATION L0007154 VOLUME LOCATION L0007155 VOLUME LOCATION L0007156 VOLUME LOCATION L0007157 VOLUME LOCATION L0007158 VOLUME LOCATION L0007159 VOLUME LOCATION L0007160 VOLUME ** End of LINE VOLUME Source ID = ** Source Parameters ** MainPlace_r.ADO 419615.847 3737901.956 40.39 419635.846 3737902.169 40.33 419655.845 3737902.383 40.28 419675.844 3737902.597 40.68 419695.843 3737902.811 41.36 419715.842 3737903.025 40.59 419735.840 3737903.239 40.75 419755.838 3737903.011 41.13 419775.836 3737902.714 41.61 419795.834 3737902.418 42.19 419815.832 3737902.122 42.79 419835.830 3737901.825 43.40 419855.827 3737901.529 44.00 419875.825 3737901.232 44.59 419895.823 3737900.936 45.19 419915.821 3737900.640 45.80 419935.819 3737900.343 46.39 419955.816 3737900.047 47.00 419975.814 3737899.750 47.61 419995.812 3737899.454 48.20 420015.810 3737899.158 48.81 420035.808 3737898.861 49.42 SLINE5 LIRE TOL11111E Source ID = SLIRE1 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 Page 9 MainPlace_r.ADO SRCPARAM L0006954 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006955 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006956 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006957 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006958 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006959 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006960 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006961 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006962 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006963 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006964 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006965 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006966 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006967 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006968 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006969 0.0000248718 3.70 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE2 SRCPARAM L0006970 0.000004079 3.70 9.30 2.84 SRCPARAM L0006971 0.000004079 3.70 9.30 2.84 SRCPARAM L0006972 0.000004079 3.70 9.30 2.84 SRCPARAM L0006973 0.000004079 3.70 9.30 2.84 SRCPARAM L0006974 0.000004079 3.70 9.30 2.84 SRCPARAM L0006975 0.000004079 3.70 9.30 2.84 SRCPARAM L0006976 0.000004079 3.70 9.30 2.84 SRCPARAM L0006977 0.000004079 3.70 9.30 2.84 SRCPARAM L0006978 0.000004079 3.70 9.30 2.84 SRCPARAM L0006979 0.000004079 3.70 9.30 2.84 SRCPARAM L0006980 0.000004079 3.70 9.30 2.84 SRCPARAM L0006981 0.000004079 3.70 9.30 2.84 SRCPARAM L0006982 0.000004079 3.70 9.30 2.84 SRCPARAM L0006983 0.000004079 3.70 9.30 2.84 SRCPARAM L0006984 0.000004079 3.70 9.30 2.84 SRCPARAM L0006985 0.000004079 3.70 9.30 2.84 SRCPARAM L0006986 0.000004079 3.70 9.30 2.84 SRCPARAM L0006987 0.000004079 3.70 9.30 2.84 SRCPARAM L0006988 0.000004079 3.70 9.30 2.84 SRCPARAM L0006989 0.000004079 3.70 9.30 2.84 SRCPARAM L0006990 0.000004079 3.70 9.30 2.84 SRCPARAM L0006991 0.000004079 3.70 9.30 2.84 SRCPARAM L0006992 0.000004079 3.70 9.30 2.84 SRCPARAM L0006993 0.000004079 3.70 9.30 2.84 SRCPARAM L0006994 0.000004079 3.70 9.30 2.84 SRCPARAM L0006995 0.000004079 3.70 9.30 2.84 SRCPARAM L0006996 0.000004079 3.70 9.30 2.84 SRCPARAM L0006997 0.000004079 3.70 9.30 2.84 SRCPARAM L0006998 0.000004079 3.70 9.30 2.84 SRCPARAM L0006999 0.000004079 3.70 9.30 2.84 Page 10 MainPlace DO ** ** LINE VOLUME Source ID = SLINE3 Page 11 MainPlace_r.ADO SRCPARAM L0000480 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000481 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000482 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000483 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000484 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000485 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000486 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000487 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000488 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000489 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000490 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000491 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000492 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000493 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000494 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000495 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000496 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000497 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000498 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000499 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000500 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000501 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000502 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000503 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000504 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000505 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000506 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000507 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000508 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000509 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000510 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000511 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000512 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000513 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000514 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000515 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000516 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000517 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000518 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000519 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000520 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000521 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000522 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000523 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000524 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000525 0.0000003352 3.70 13.02 2.84 ** ** LINE VOLUME Source ID = SLINE4 Page 12 MainPlace_r.ADO SRCPARAM L0007046 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007047 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007048 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007049 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007050 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007051 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007052 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007053 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007054 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007055 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007056 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007057 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007058 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007059 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007060 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007061 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007062 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007063 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007064 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007065 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007066 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007067 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007068 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007069 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007070 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007071 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007072 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007073 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007074 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007075 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007076 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007077 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007078 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007079 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007080 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007081 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007082 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007083 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007084 0.0000248718 0.00 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE5 SRCPARAM L0007085 0.000004079 3.70 9.30 2.84 SRCPARAM L0007086 0.000004079 3.70 9.30 2.84 SRCPARAM L0007087 0.000004079 3.70 9.30 2.84 SRCPARAM L0007088 0.000004079 3.70 9.30 2.84 SRCPARAM L0007089 0.000004079 3.70 9.30 2.84 SRCPARAM L0007090 0.000004079 3.70 9.30 2.84 SRCPARAM L0007091 0.000004079 3.70 9.30 2.84 Page 13 MainPlace_r.ADO SRCGROUP SRCGPI L0000515 L0000516 L0000517 L0000518 L0000519 L0000520 SRCGROUP SRCGPI L0000521 L0000522 L0000523 L0000524 L0000525 L0007046 SRCGROUP SRCGPI L0007047 L0007048 L0007049 L0007050 L0007051 L0007052 SRCGROUP SRCGPI L0007053 L0007054 L0007055 L0007056 L0007057 L0007058 SRCGROUP SRCGPI L0007059 L0007060 L0007061 L0007062 L0007063 L0007064 SRCGROUP SRCGPI L0007065 L0007066 L0007067 L0007068 L0007069 L0007070 SRCGROUP SRCGPI L0007071 L0007072 L0007073 L0007074 L0007075 L0007076 SRCGROUP SRCGPI L0007077 L0007078 L0007079 L0007080 L0007081 L0007082 SRCGROUP SRCGPI L0007083 L0007084 L0007085 L0007086 L0007087 L0007088 SRCGROUP SRCGPI L0007089 L0007090 L0007091 L0007092 L0007093 L0007094 SRCGROUP SRCGPI L0007095 L0007096 L0007097 L0007098 L0007099 L0007100 SRCGROUP SRCGPI L0007101 L0007102 L0007103 L0007104 L0007105 L0007106 SRCGROUP SRCGPI L0007107 L0007108 L0007109 L0007110 L0007111 L0007112 SRCGROUP SRCGPI L0007113 L0007114 L0007115 L0007116 L0007117 L0007118 SRCGROUP SRCGPI L0007119 L0007120 L0007121 L0007122 L0007123 L0007124 SRCGROUP SRCGPI L0007125 L0007126 L0007127 L0007128 L0007129 L0007130 SRCGROUP SRCGPI L0007131 L0007132 L0007133 L0007134 L0007135 L0007136 SRCGROUP SRCGPI L0007137 L0007138 L0007139 L0007140 L0007141 L0007142 SRCGROUP SRCGPI L0007143 L0007144 L0007145 L0007146 L0007147 L0007148 SRCGROUP SRCGPI L0007149 L0007150 L0007151 L0007152 L0007153 L0007154 SRCGROUP SRCGPI L0007155 L0007156 L0007157 L0007158 L0007159 L0007160 SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED MainPlace_r.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE KSNA_V9_ADIU\KSNA_v9.SFC PROFFILE KSNA_V9_ADIU\KSNA_v9.PFL SURFDATA 93184 2012 UAIRDATA 3190 2012 PROFBASE 17.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway Page 16 MainPlace_r.ADO **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto -Generated Plotfiles PLOTFILE 1 ALL 1ST MAINPLACE_R.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST MAINPLACE_R.AD\24H1GALL.PLT 32 PLOTFILE 1 SRCGPI 1ST MAINPLACE_R.AD\01H1GO01.PLT 33 PLOTFILE 24 SRCGPI 1ST MAINPLACE_R.AD\24H1G001.PLT 34 PLOTFILE ANNUAL ALL MAINPLACE_R.AD\AN00GALL.PLT 35 PLOTFILE ANNUAL SRCGPI MAINPLACE_R.AD\AN00G000.PLT 36 SUMMFILE MainPlace_r.sum OU FINISHED *** Message Summary For AERMOD Model Setup *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 0 Informational Message(s) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET *********************************** *** SETUP Finishes Successfully *** *********************************** T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 1 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 17 MainPlace r.ADO *** MODEL SETUP OPTIONS SUMMARY *** **Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIC -- **NO GAS DEPOSITION Data Provided. **NO PARTICLE DEPOSITION Data Provided. **Model Uses NO DRY DEPLETION. DRYDPLT = F **Model Uses NO WET DEPLETION. WETDPLT = F **Model Uses URBAN Dispersion Algorithm for the SBL for 276 Source(s), for Total of 1 Urban Area(s): Urban Population = 3010232.0 ; Urban Roughness Length = 1.000 m **Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay. 6. Urban Roughness Length of 1.0 Meter Assumed. **Other Options Specified: ADJ_U* - Use ADJ_U* option for SBL in AERMET CCVR_Sub - Meteorological data includes CCVR substitutions TEMP —Sub - Meteorological data includes TEMP substitutions **Model Accepts FLAGPOLE Receptor Heights. **The User Specified a Pollutant Type of: PM_10 **Model Calculates 2 Short Term Average(s) of: 1-HR 24-HR and Calculates ANNUAL Averages **This Run Includes: 276 Source(s); 2 Source Group(s); and 536 Receptor(s) with: 0 POINT(s), including 0 POINTCAP(s) and 0 POINTHOR(s) and: 276 VOLUME source(s) and: 0 AREA type source(s) and: 0 LINE source(s) and: 0 OPENPIT source(s) and: 0 BUOYANT LINE source(s) with 0 line(s) Page 18 MainPlace r.ADO **Model Set To Continue RUNning After the Setup Testing. **The AERMET Input Meteorological Data Version Date: 16216 **Output Options Selected: Model Outputs Tables of ANNUAL Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword) **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours **Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 17.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07 Output Units = MICROGRAMS/M**3 **Approximate Storage Requirements of Model = 3.7 MB of RAM. **Input Runstream File: aermod.inp **Output Print File: aermod.out **Detailed Error/Message File: MainPlace_r.err **File for Summary of Results: MainPlace_r.sum T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 2 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** Page 19 MainPlace r.ADO NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006931 - - - - 0 - - - - 0.24872E-04 - - - - - 419622.0 3736800.9 39.7 3.70 18.60 2.84 YES L0006932 0 0.24872E-04 419603.6 3736836.5 41.0 3.70 18.60 2.84 YES L0006933 0 0.24872E-04 419585.2 3736872.0 42.1 3.70 18.60 2.84 YES L0006934 0 0.24872E-04 419566.9 3736907.5 43.3 3.70 18.60 2.84 YES L0006935 0 0.24872E-04 419546.9 3736942.1 44.3 3.70 18.60 2.84 YES L0006936 0 0.24872E-04 419524.9 3736975.5 45.1 3.70 18.60 2.84 YES L0006937 0 0.24872E-04 419502.9 3737008.9 45.6 3.70 18.60 2.84 YES L0006938 0 0.24872E-04 419480.9 3737042.3 46.0 3.70 18.60 2.84 YES L0006939 0 0.24872E-04 419458.9 3737075.7 46.3 3.70 18.60 2.84 YES L0006940 0 0.24872E-04 419436.9 3737109.1 46.3 3.70 18.60 2.84 YES L0006941 0 0.24872E-04 419414.9 3737142.5 45.5 3.70 18.60 2.84 YES L0006942 0 0.24872E-04 419392.9 3737175.9 42.3 3.70 18.60 2.84 YES L0006943 0 0.24872E-04 419370.9 3737209.3 45.0 3.70 18.60 2.84 YES L0006944 0 0.24872E-04 419348.8 3737242.7 45.3 3.70 18.60 2.84 YES L0006945 0 0.24872E-04 419326.5 3737275.9 45.0 3.70 18.60 2.84 YES L0006946 0 0.24872E-04 419304.2 3737309.1 44.7 3.70 18.60 2.84 YES L0006947 0 0.24872E-04 419281.9 3737342.3 44.4 3.70 18.60 2.84 YES L0006948 0 0.24872E-04 419259.5 3737375.5 44.1 3.70 18.60 2.84 YES L0006949 0 0.24872E-04 419237.2 3737408.7 43.8 3.70 18.60 2.84 YES Page 20 MainPlace r.ADO L0006950 0 0.24872E-04 419214.8 3737441.8 43.6 3.70 18.60 2.84 YES L0006951 0 0.24872E-04 419192.5 3737475.0 43.4 3.70 18.60 2.84 YES L0006952 0 0.24872E-04 419170.2 3737508.2 43.3 3.70 18.60 2.84 YES L0006953 0 0.24872E-04 419147.8 3737541.4 43.3 3.70 18.60 2.84 YES L0006954 0 0.24872E-04 419125.5 3737574.6 43.2 3.70 18.60 2.84 YES L0006955 0 0.24872E-04 419103.2 3737607.7 43.1 3.70 18.60 2.84 YES L0006956 0 0.24872E-04 419080.8 3737640.9 43.0 3.70 18.60 2.84 YES L0006957 0 0.24872E-04 419058.3 3737674.0 42.9 3.70 18.60 2.84 YES L0006958 0 0.24872E-04 419035.9 3737707.1 42.8 3.70 18.60 2.84 YES L0006959 0 0.24872E-04 419013.4 3737740.2 42.6 3.70 18.60 2.84 YES L0006960 0 0.24872E-04 418991.0 3737773.3 42.7 3.70 18.60 2.84 YES L0006961 0 0.24872E-04 418968.5 3737806.4 42.8 3.70 18.60 2.84 YES L0006962 0 0.24872E-04 418946.1 3737839.5 42.8 3.70 18.60 2.84 YES L0006963 0 0.24872E-04 418923.6 3737872.6 42.8 3.70 18.60 2.84 YES L0006964 0 0.24872E-04 418901.1 3737905.7 42.2 3.70 18.60 2.84 YES L0006965 0 0.24872E-04 418876.1 3737936.8 42.1 3.70 18.60 2.84 YES L0006966 0 0.24872E-04 418848.5 3737965.7 42.0 3.70 18.60 2.84 YES L0006967 0 0.24872E-04 418820.9 3737994.6 41.9 3.70 18.60 2.84 YES L0006968 0 0.24872E-04 418793.2 3738023.5 41.9 3.70 18.60 2.84 YES L0006969 0 0.24872E-04 418765.6 3738052.4 42.0 3.70 18.60 2.84 YES L0006970 0 0.40790E-05 418543.4 3738009.9 45.3 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 3 Page 21 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006971 - - - - 0 - - - - 0.40790E-05 - - - - - 418563.4 3738010.0 45.8 3.70 9.30 2.84 YES L0006972 0 0.40790E-05 418583.4 3738010.1 46.4 3.70 9.30 2.84 YES L0006973 0 0.40790E-05 418603.4 3738010.2 47.0 3.70 9.30 2.84 YES L0006974 0 0.40790E-05 418623.4 3738010.4 47.6 3.70 9.30 2.84 YES L0006975 0 0.40790E-05 418643.4 3738010.5 48.0 3.70 9.30 2.84 YES L0006976 0 0.40790E-05 418663.4 3738010.6 47.8 3.70 9.30 2.84 YES L0006977 0 0.40790E-05 418683.4 3738010.7 47.2 3.70 9.30 2.84 YES L0006978 0 0.40790E-05 418703.4 3738010.9 45.6 3.70 9.30 2.84 YES L0006979 0 0.40790E-05 418723.4 3738009.6 43.9 3.70 9.30 2.84 YES L0006980 0 0.40790E-05 418743.3 3738008.0 42.4 3.70 9.30 2.84 YES L0006981 0 0.40790E-05 418763.3 3738006.3 41.6 3.70 9.30 2.84 YES L0006982 0 0.40790E-05 418783.2 3738004.7 41.6 3.70 9.30 2.84 YES L0006983 0 0.40790E-05 418803.1 3738003.0 41.8 3.70 9.30 2.84 YES L0006984 0 0.40790E-05 418823.1 3738001.4 42.0 3.70 9.30 2.84 YES L0006985 0 0.40790E-05 418843.0 3737999.7 42.4 3.70 9.30 2.84 YES L0006986 0 0.40790E-05 418862.9 3737998.1 42.5 3.70 9.30 2.84 YES L0006987 0 0.40790E-05 418882.8 3737996.4 42.9 3.70 9.30 2.84 YES Page 22 MainPlace r.ADO L0006988 0 0.40790E-05 418902.8 3737994.8 45.1 3.70 9.30 2.84 YES L0006989 0 0.40790E-05 418922.7 3737993.5 49.4 3.70 9.30 2.84 YES L0006990 0 0.40790E-05 418942.7 3737992.9 51.3 3.70 9.30 2.84 YES L0006991 0 0.40790E-05 418962.7 3737992.2 51.8 3.70 9.30 2.84 YES L0006992 0 0.40790E-05 418982.7 3737991.5 52.0 3.70 9.30 2.84 YES L0006993 0 0.40790E-05 419002.7 3737990.9 51.5 3.70 9.30 2.84 YES L0006994 0 0.40790E-05 419022.6 3737989.4 49.0 3.70 9.30 2.84 YES L0006995 0 0.40790E-05 419042.2 3737985.7 48.2 3.70 9.30 2.84 YES L0006996 0 0.40790E-05 419061.9 3737982.0 48.2 3.70 9.30 2.84 YES L0006997 0 0.40790E-05 419081.5 3737978.3 48.3 3.70 9.30 2.84 YES L0006998 0 0.40790E-05 419101.2 3737974.6 49.5 3.70 9.30 2.84 YES L0006999 0 0.40790E-05 419120.9 3737970.9 49.9 3.70 9.30 2.84 YES L0007000 0 0.40790E-05 419140.5 3737967.1 49.1 3.70 9.30 2.84 YES L0007001 0 0.40790E-05 419160.2 3737963.4 47.8 3.70 9.30 2.84 YES L0007002 0 0.40790E-05 419179.8 3737959.7 47.1 3.70 9.30 2.84 YES L0007003 0 0.40790E-05 419199.5 3737956.0 46.8 3.70 9.30 2.84 YES L0007004 0 0.40790E-05 419219.1 3737952.3 47.0 3.70 9.30 2.84 YES L0007005 0 0.40790E-05 419238.8 3737948.6 47.3 3.70 9.30 2.84 YES L0007006 0 0.40790E-05 419258.4 3737944.9 47.2 3.70 9.30 2.84 YES L0007007 0 0.40790E-05 419278.1 3737941.1 45.6 3.70 9.30 2.84 YES L0007008 0 0.40790E-05 419297.7 3737937.4 44.6 3.70 9.30 2.84 YES L0007009 0 0.40790E-05 419317.6 3737934.9 44.0 3.70 9.30 2.84 YES L0007010 0 0.40790E-05 419337.4 3737932.5 43.5 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 Page 23 MainPlace_r.ADO *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 4 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007011 - - - - 0 - - - - 0.40790E-05 - - - - - 419357.3 3737930.2 43.1 3.70 9.30 2.84 YES L0007012 0 0.40790E-05 419377.2 3737929.5 42.6 3.70 9.30 2.84 YES L0007013 0 0.40790E-05 419397.2 3737929.3 42.1 3.70 9.30 2.84 YES L0007014 0 0.40790E-05 419417.2 3737929.1 41.6 3.70 9.30 2.84 YES L0007015 0 0.40790E-05 419437.2 3737928.8 41.1 3.70 9.30 2.84 YES L0007016 0 0.40790E-05 419457.2 3737928.6 40.8 3.70 9.30 2.84 YES L0007017 0 0.40790E-05 419477.2 3737928.3 40.6 3.70 9.30 2.84 YES L0007018 0 0.40790E-05 419497.2 3737928.1 40.5 3.70 9.30 2.84 YES L0007019 0 0.40790E-05 419517.2 3737927.9 40.4 3.70 9.30 2.84 YES L0007020 0 0.40790E-05 419537.2 3737927.6 40.4 3.70 9.30 2.84 YES L0007021 0 0.40790E-05 419557.2 3737927.4 40.3 3.70 9.30 2.84 YES L0007022 0 0.40790E-05 419577.2 3737927.2 40.3 3.70 9.30 2.84 YES L0007023 0 0.40790E-05 419597.2 3737926.9 40.3 3.70 9.30 2.84 YES L0007024 0 0.40790E-05 419617.2 3737926.7 40.2 3.70 9.30 2.84 YES L0007025 0 0.40790E-05 419637.2 3737926.4 40.2 3.70 9.30 2.84 YES Page 24 MainPlace r.ADO L0007026 0 0.40790E-05 419657.2 3737926.2 40.1 3.70 9.30 2.84 YES L0007027 0 0.40790E-05 419677.2 3737926.0 41.6 3.70 9.30 2.84 YES L0007028 0 0.40790E-05 419697.2 3737925.7 43.1 3.70 9.30 2.84 YES L0007029 0 0.40790E-05 419717.2 3737925.5 40.5 3.70 9.30 2.84 YES L0007030 0 0.40790E-05 419737.2 3737925.4 40.6 3.70 9.30 2.84 YES L0007031 0 0.40790E-05 419757.2 3737925.4 41.0 3.70 9.30 2.84 YES L0007032 0 0.40790E-05 419777.2 3737925.3 41.5 3.70 9.30 2.84 YES L0007033 0 0.40790E-05 419797.2 3737925.2 42.0 3.70 9.30 2.84 YES L0007034 0 0.40790E-05 419817.2 3737925.1 42.6 3.70 9.30 2.84 YES L0007035 0 0.40790E-05 419837.2 3737925.0 43.2 3.70 9.30 2.84 YES L0007036 0 0.40790E-05 419857.2 3737924.9 43.8 3.70 9.30 2.84 YES L0007037 0 0.40790E-05 419877.2 3737924.8 44.4 3.70 9.30 2.84 YES L0007038 0 0.40790E-05 419897.2 3737924.7 45.0 3.70 9.30 2.84 YES L0007039 0 0.40790E-05 419917.2 3737924.6 45.6 3.70 9.30 2.84 YES L0007040 0 0.40790E-05 419937.2 3737924.5 46.2 3.70 9.30 2.84 YES L0007041 0 0.40790E-05 419957.2 3737924.4 46.8 3.70 9.30 2.84 YES L0007042 0 0.40790E-05 419977.2 3737924.3 47.4 3.70 9.30 2.84 YES L0007043 0 0.40790E-05 419997.2 3737924.2 48.0 3.70 9.30 2.84 YES L0007044 0 0.40790E-05 420017.2 3737924.2 48.6 3.70 9.30 2.84 YES L0007045 0 0.40790E-05 420037.2 3737924.1 49.1 3.70 9.30 2.84 YES L0000480 0 0.33520E-06 419690.7 3738136.0 47.3 3.70 13.02 2.84 YES L0000481 0 0.33520E-06 419690.7 3738108.0 47.4 3.70 13.02 2.84 YES L0000482 0 0.33520E-06 419690.7 3738080.0 47.4 3.70 13.02 2.84 YES L0000483 0 0.33520E-06 419690.7 3738052.0 47.4 3.70 13.02 2.84 YES Page 25 MainPlace r.ADO L0000484 0 0.33520E-06 419690.7 3738024.0 47.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 5 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000485 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3737996.0 47.3 3.70 13.02 2.84 YES L0000486 0 0.33520E-06 419690.7 3737968.0 47.3 3.70 13.02 2.84 YES L0000487 0 0.33520E-06 419690.7 3737940.0 44.9 3.70 13.02 2.84 YES L0000488 0 0.33520E-06 419690.7 3737912.0 42.2 3.70 13.02 2.84 YES L0000489 0 0.33520E-06 419690.7 3737884.0 44.6 3.70 13.02 2.84 YES L0000490 0 0.33520E-06 419690.7 3737856.0 47.2 3.70 13.02 2.84 YES L0000491 0 0.33520E-06 419690.7 3737828.0 47.1 3.70 13.02 2.84 YES L0000492 0 0.33520E-06 419690.7 3737800.0 47.0 3.70 13.02 2.84 YES L0000493 0 0.33520E-06 419690.7 3737772.0 47.0 3.70 13.02 2.84 YES L0000494 0 0.33520E-06 419690.7 3737744.0 47.0 3.70 13.02 2.84 YES L0000495 0 0.33520E-06 419690.7 3737716.0 46.9 3.70 13.02 2.84 YES L0000496 0 0.33520E-06 419690.7 3737688.0 47.1 3.70 13.02 2.84 YES L0000497 0 0.33520E-06 419690.7 3737660.0 47.2 3.70 13.02 2.84 YES Page 26 MainPlace r.ADO L0000498 0 0.33520E-06 419690.7 3737632.0 47.1 3.70 13.02 2.84 YES L0000499 0 0.33520E-06 419690.7 3737604.0 47.1 3.70 13.02 2.84 YES L0000500 0 0.33520E-06 419690.7 3737576.0 47.2 3.70 13.02 2.84 YES L0000501 0 0.33520E-06 419690.7 3737548.0 47.3 3.70 13.02 2.84 YES L0000502 0 0.33520E-06 419690.7 3737520.0 47.3 3.70 13.02 2.84 YES L0000503 0 0.33520E-06 419690.7 3737492.0 47.3 3.70 13.02 2.84 YES L0000504 0 0.33520E-06 419690.7 3737464.0 47.3 3.70 13.02 2.84 YES L0000505 0 0.33520E-06 419690.7 3737436.0 47.3 3.70 13.02 2.84 YES L0000506 0 0.33520E-06 419690.7 3737408.0 47.2 3.70 13.02 2.84 YES L0000507 0 0.33520E-06 419690.7 3737380.0 47.0 3.70 13.02 2.84 YES L0000508 0 0.33520E-06 419690.7 3737352.0 46.9 3.70 13.02 2.84 YES L0000509 0 0.33520E-06 419690.7 3737324.0 46.8 3.70 13.02 2.84 YES L0000510 0 0.33520E-06 419690.7 3737296.0 46.7 3.70 13.02 2.84 YES L0000511 0 0.33520E-06 419690.7 3737268.0 46.7 3.70 13.02 2.84 YES L0000512 0 0.33520E-06 419690.7 3737240.0 46.7 3.70 13.02 2.84 YES L0000513 0 0.33520E-06 419690.7 3737212.0 46.6 3.70 13.02 2.84 YES L0000514 0 0.33520E-06 419690.7 3737184.0 46.7 3.70 13.02 2.84 YES L0000515 0 0.33520E-06 419690.7 3737156.0 46.6 3.70 13.02 2.84 YES L0000516 0 0.33520E-06 419690.7 3737128.0 44.5 3.70 13.02 2.84 YES L0000517 0 0.33520E-06 419690.7 3737100.0 41.7 3.70 13.02 2.84 YES L0000518 0 0.33520E-06 419690.7 3737072.0 46.9 3.70 13.02 2.84 YES L0000519 0 0.33520E-06 419690.7 3737044.0 47.0 3.70 13.02 2.84 YES L0000520 0 0.33520E-06 419690.7 3737016.0 46.6 3.70 13.02 2.84 YES L0000521 0 0.33520E-06 419690.7 3736988.0 46.6 3.70 13.02 2.84 YES Page 27 MainPlace r.ADO L0000522 0 0.33520E-06 419690.7 3736960.0 46.9 3.70 13.02 2.84 YES L0000523 0 0.33520E-06 419690.7 3736932.0 47.2 3.70 13.02 2.84 YES L0000524 0 0.33520E-06 419690.7 3736904.0 46.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 6 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000525 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3736876.0 43.4 3.70 13.02 2.84 YES L0007046 0 0.24872E-04 419654.6 3736806.3 38.3 0.00 18.60 2.84 YES L0007047 0 0.24872E-04 419637.0 3736842.2 39.5 0.00 18.60 2.84 YES L0007048 0 0.24872E-04 419619.3 3736878.1 40.9 0.00 18.60 2.84 YES L0007049 0 0.24872E-04 419599.6 3736912.8 42.2 0.00 18.60 2.84 YES L0007050 0 0.24872E-04 419577.7 3736946.3 43.8 0.00 18.60 2.84 YES L0007051 0 0.24872E-04 419555.8 3736979.7 47.5 0.00 18.60 2.84 YES L0007052 0 0.24872E-04 419533.9 3737013.2 46.0 0.00 18.60 2.84 YES L0007053 0 0.24872E-04 419512.1 3737046.7 45.8 0.00 18.60 2.84 YES L0007054 0 0.24872E-04 419490.2 3737080.2 46.2 0.00 18.60 2.84 YES L0007055 0 0.24872E-04 419468.3 3737113.7 46.4 0.00 18.60 2.84 YES Page 28 MainPlace r.ADO L0007056 0 0.24872E-04 419446.4 3737147.2 46.2 0.00 18.60 2.84 YES L0007057 0 0.24872E-04 419424.5 3737180.7 42.8 0.00 18.60 2.84 YES L0007058 0 0.24872E-04 419402.3 3737213.9 44.1 0.00 18.60 2.84 YES L0007059 0 0.24872E-04 419379.0 3737246.4 45.7 0.00 18.60 2.84 YES L0007060 0 0.24872E-04 419355.7 3737278.9 45.4 0.00 18.60 2.84 YES L0007061 0 0.24872E-04 419332.4 3737311.5 45.1 0.00 18.60 2.84 YES L0007062 0 0.24872E-04 419310.0 3737344.6 44.8 0.00 18.60 2.84 YES L0007063 0 0.24872E-04 419288.1 3737378.0 44.5 0.00 18.60 2.84 YES L0007064 0 0.24872E-04 419266.2 3737411.5 44.1 0.00 18.60 2.84 YES L0007065 0 0.24872E-04 419244.4 3737445.0 43.9 0.00 18.60 2.84 YES L0007066 0 0.24872E-04 419222.5 3737478.5 43.7 0.00 18.60 2.84 YES L0007067 0 0.24872E-04 419200.6 3737512.0 43.6 0.00 18.60 2.84 YES L0007068 0 0.24872E-04 419178.8 3737545.5 43.5 0.00 18.60 2.84 YES L0007069 0 0.24872E-04 419156.7 3737578.9 43.4 0.00 18.60 2.84 YES L0007070 0 0.24872E-04 419134.6 3737612.2 43.3 0.00 18.60 2.84 YES L0007071 0 0.24872E-04 419112.4 3737645.5 43.2 0.00 18.60 2.84 YES L0007072 0 0.24872E-04 419090.3 3737678.8 43.2 0.00 18.60 2.84 YES L0007073 0 0.24872E-04 419068.3 3737712.2 43.1 0.00 18.60 2.84 YES L0007074 0 0.24872E-04 419046.2 3737745.6 43.0 0.00 18.60 2.84 YES L0007075 0 0.24872E-04 419024.2 3737779.0 43.1 0.00 18.60 2.84 YES L0007076 0 0.24872E-04 419002.1 3737812.4 42.9 0.00 18.60 2.84 YES L0007077 0 0.24872E-04 418977.8 3737844.0 42.8 0.00 18.60 2.84 YES L0007078 0 0.24872E-04 418952.5 3737875.0 42.6 0.00 18.60 2.84 YES L0007079 0 0.24872E-04 418927.1 3737905.9 42.5 0.00 18.60 2.84 YES Page 29 MainPlace_r.ADO L0007080 0 0.24872E-04 418901.7 3737936.8 2.84 YES L0007081 0 0.24872E-04 418876.4 3737967.8 2.84 YES L0007082 0 0.24872E-04 418851.0 3737998.7 2.84 YES L0007083 0 0.24872E-04 418825.6 3738029.6 2.84 YES L0007084 0 0.24872E-04 418800.3 3738060.6 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 42.4 0.00 18.60 42.5 0.00 18.60 42.4 0.00 18.60 42.3 0.00 18.60 42.3 0.00 18.60 PAGE 7 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 12/29/18 *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007085 - - - - 0 - - - - 0.40790E-05 - - - - - 418544.1 3737984.9 45.3 3.70 9.30 2.84 YES L0007086 0 0.40790E-05 418564.1 3737984.8 45.8 3.70 9.30 2.84 YES L0007087 0 0.40790E-05 418584.1 3737984.7 46.4 3.70 9.30 2.84 YES L0007088 0 0.40790E-05 418604.1 3737984.6 47.0 3.70 9.30 2.84 YES L0007089 0 0.40790E-05 418624.1 3737984.5 47.6 3.70 9.30 2.84 YES L0007090 0 0.40790E-05 418644.1 3737984.5 48.1 3.70 9.30 2.84 YES L0007091 0 0.40790E-05 418664.1 3737984.4 48.7 3.70 9.30 2.84 YES L0007092 0 0.40790E-05 418684.1 3737984.3 49.2 3.70 9.30 2.84 YES L0007093 0 0.40790E-05 418704.1 3737984.2 48.6 3.70 9.30 2.84 YES Page 30 MainPlace r.ADO L0007094 0 0.40790E-05 418724.1 3737983.9 46.1 3.70 9.30 2.84 YES L0007095 0 0.40790E-05 418744.1 3737983.7 42.3 3.70 9.30 2.84 YES L0007096 0 0.40790E-05 418764.1 3737983.5 41.4 3.70 9.30 2.84 YES L0007097 0 0.40790E-05 418784.1 3737983.3 41.3 3.70 9.30 2.84 YES L0007098 0 0.40790E-05 418804.1 3737983.0 41.5 3.70 9.30 2.84 YES L0007099 0 0.40790E-05 418824.1 3737982.8 41.8 3.70 9.30 2.84 YES L0007100 0 0.40790E-05 418844.1 3737982.6 42.2 3.70 9.30 2.84 YES L0007101 0 0.40790E-05 418864.1 3737982.4 42.4 3.70 9.30 2.84 YES L0007102 0 0.40790E-05 418884.1 3737982.1 42.8 3.70 9.30 2.84 YES L0007103 0 0.40790E-05 418904.1 3737981.9 44.6 3.70 9.30 2.84 YES L0007104 0 0.40790E-05 418924.1 3737981.7 47.9 3.70 9.30 2.84 YES L0007105 0 0.40790E-05 418944.1 3737981.4 50.5 3.70 9.30 2.84 YES L0007106 0 0.40790E-05 418963.8 3737978.4 51.0 3.70 9.30 2.84 YES L0007107 0 0.40790E-05 418983.4 3737974.4 51.0 3.70 9.30 2.84 YES L0007108 0 0.40790E-05 419003.0 3737970.4 51.0 3.70 9.30 2.84 YES L0007109 0 0.40790E-05 419022.6 3737966.5 51.0 3.70 9.30 2.84 YES L0007110 0 0.40790E-05 419042.2 3737962.5 50.9 3.70 9.30 2.84 YES L0007111 0 0.40790E-05 419061.8 3737958.5 50.0 3.70 9.30 2.84 YES L0007112 0 0.40790E-05 419081.4 3737954.5 49.2 3.70 9.30 2.84 YES L0007113 0 0.40790E-05 419101.0 3737950.6 48.3 3.70 9.30 2.84 YES L0007114 0 0.40790E-05 419120.6 3737946.6 48.2 3.70 9.30 2.84 YES L0007115 0 0.40790E-05 419140.2 3737942.6 48.6 3.70 9.30 2.84 YES L0007116 0 0.40790E-05 419159.8 3737938.6 49.1 3.70 9.30 2.84 YES L0007117 0 0.40790E-05 419179.4 3737934.7 48.8 3.70 9.30 2.84 YES Page 31 MainPlace_r.ADO L0007118 0 0.40790E-05 419199.0 3737930.7 48.2 3.70 9.30 2.84 YES L0007119 0 0.40790E-05 419218.6 3737926.7 47.6 3.70 9.30 2.84 YES L0007120 0 0.40790E-05 419238.2 3737922.7 47.0 3.70 9.30 2.84 YES L0007121 0 0.40790E-05 419257.8 3737918.7 46.5 3.70 9.30 2.84 YES L0007122 0 0.40790E-05 419277.4 3737914.8 46.1 3.70 9.30 2.84 YES L0007123 0 0.40790E-05 419297.0 3737910.8 45.6 3.70 9.30 2.84 YES L0007124 0 0.40790E-05 419316.6 3737906.8 45.2 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 8 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007125 - - - - 0 - - - - 0.40790E-05 - - - - - 419336.2 3737902.8 44.6 3.70 9.30 2.84 YES L0007126 0 0.40790E-05 419355.9 3737899.2 44.1 3.70 9.30 2.84 YES L0007127 0 0.40790E-05 419375.9 3737899.4 43.6 3.70 9.30 2.84 YES L0007128 0 0.40790E-05 419395.9 3737899.6 43.0 3.70 9.30 2.84 YES L0007129 0 0.40790E-05 419415.9 3737899.8 42.4 3.70 9.30 2.84 YES L0007130 0 0.40790E-05 419435.9 3737900.0 41.9 3.70 9.30 2.84 YES L0007131 0 0.40790E-05 419455.9 3737900.2 41.5 3.70 9.30 2.84 YES Page 32 MainPlace r.ADO L0007132 0 0.40790E-05 419475.9 3737900.5 41.2 3.70 9.30 2.84 YES L0007133 0 0.40790E-05 419495.9 3737900.7 41.1 3.70 9.30 2.84 YES L0007134 0 0.40790E-05 419515.9 3737900.9 41.0 3.70 9.30 2.84 YES L0007135 0 0.40790E-05 419535.9 3737901.1 40.9 3.70 9.30 2.84 YES L0007136 0 0.40790E-05 419555.9 3737901.3 40.7 3.70 9.30 2.84 YES L0007137 0 0.40790E-05 419575.8 3737901.5 40.6 3.70 9.30 2.84 YES L0007138 0 0.40790E-05 419595.8 3737901.7 40.5 3.70 9.30 2.84 YES L0007139 0 0.40790E-05 419615.8 3737902.0 40.4 3.70 9.30 2.84 YES L0007140 0 0.40790E-05 419635.8 3737902.2 40.3 3.70 9.30 2.84 YES L0007141 0 0.40790E-05 419655.8 3737902.4 40.3 3.70 9.30 2.84 YES L0007142 0 0.40790E-05 419675.8 3737902.6 40.7 3.70 9.30 2.84 YES L0007143 0 0.40790E-05 419695.8 3737902.8 41.4 3.70 9.30 2.84 YES L0007144 0 0.40790E-05 419715.8 3737903.0 40.6 3.70 9.30 2.84 YES L0007145 0 0.40790E-05 419735.8 3737903.2 40.8 3.70 9.30 2.84 YES L0007146 0 0.40790E-05 419755.8 3737903.0 41.1 3.70 9.30 2.84 YES L0007147 0 0.40790E-05 419775.8 3737902.7 41.6 3.70 9.30 2.84 YES L0007148 0 0.40790E-05 419795.8 3737902.4 42.2 3.70 9.30 2.84 YES L0007149 0 0.40790E-05 419815.8 3737902.1 42.8 3.70 9.30 2.84 YES L0007150 0 0.40790E-05 419835.8 3737901.8 43.4 3.70 9.30 2.84 YES L0007151 0 0.40790E-05 419855.8 3737901.5 44.0 3.70 9.30 2.84 YES L0007152 0 0.40790E-05 419875.8 3737901.2 44.6 3.70 9.30 2.84 YES L0007153 0 0.40790E-05 419895.8 3737900.9 45.2 3.70 9.30 2.84 YES L0007154 0 0.40790E-05 419915.8 3737900.6 45.8 3.70 9.30 2.84 YES L0007155 0 0.40790E-05 419935.8 3737900.3 46.4 3.70 9.30 2.84 YES Page 33 MainPlace r.ADO L0007156 0 0.40790E-05 419955.8 3737900.0 47.0 3.70 9.30 2.84 YES L0007157 0 0.40790E-05 419975.8 3737899.8 47.6 3.70 9.30 2.84 YES L0007158 0 0.40790E-05 419995.8 3737899.5 48.2 3.70 9.30 2.84 YES L0007159 0 0.40790E-05 420015.8 3737899.2 48.8 3.70 9.30 2.84 YES L0007160 0 0.40790E-05 420035.8 3737898.9 49.4 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 9 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs SRCGPI L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , Page 34 MainPlace_r.ADO L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 10 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0006999 , L0007007 , L0007015 , L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , 12/29/18 *** SOURCE IDs DEFINING SOURCE GROUPS *** Page 35 MainPlace r.ADO SRCGROUP ID SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , Page 36 MainPlace r.ADO ALL L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 11 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , Page 37 MainPlace r.ADO L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , L0000525 , L0007046 , L0007047 , L0007048 L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 L0007082 , L0007083 , L0007084 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 12 Page 38 L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , L0007049 , L0007057 , L0007065 , L0007073 , L0007081 , 12/29/18 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SOURCE IDs DEFINING SOURCE GROUPS *** SRCGROUP ID SOURCE IDs --------------------- L0007085 , L0007086 , L0007087 , L0007088 L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 13 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0007089 , L0007097 , L0007105 , L0007113 , L0007121 , L0007129 , L0007137 , L0007145 , , L0007153 12/29/18 *** SOURCE IDs DEFINED AS URBAN SOURCES Page 39 MainPlace r.ADO URBAN ID URBAN POP ----------------- SOURCE IDs 3010232. L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 , L0007023 , L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 , L0007031 , L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 , L0007039 , L0007040 , L0007041 , L0007042 , Page 40 MainPlace r.ADO L0007043 , L0007044 , L0007045 , L0000480 , L0000481 , L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 , L0000489 , L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 , L0000497 , L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 , L0000505 , L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 , L0000513 , L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 , L0000521 , L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 14 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** URBAN ID URBAN POP -------- --------- *** SOURCE IDs DEFINED AS URBAN SOURCES SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , Page 41 MainPlace r.ADO L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 15 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419394.8, 3737330.5, 44.5, 44.5, 4.6); ( 419414.8, 3737330.5, 44.7, 44.7, 4.6); ( 419434.8, 3737330.5, 44.9, 44.9, 4.6); ( 419454.8, 3737330.5, 45.1, 45.1, 4.6); ( 419474.8, 3737330.5, 45.3, 45.3, 4.6); ( 419494.8, 3737330.5, 45.3, 45.3, 4.6); ( 419514.8, 3737330.5, 45.3, 45.3, 4.6); ( 419534.8, Page 42 MainPlace r.ADO 3737330.5, 45.2, 45.2, 4.6); ( 419554.8, 3737330.5, 45.2, 45.2, 4.6); ( 419574.8, 3737330.5, 45.4, 45.4, 4.6); ( 419594.8, 3737330.5, 45.6, 45.6, 4.6); ( 419614.8, 3737330.5, 45.9, 45.9, 4.6); ( 419634.8, 3737330.5, 46.2, 46.2, 4.6); ( 419654.8, 3737330.5, 46.4, 46.4, 4.6); ( 419374.8, 3737350.5, 44.4, 44.4, 4.6); ( 419394.8, 3737350.5, 44.8, 44.8, 4.6); ( 419414.8, 3737350.5, 45.0, 45.0, 4.6); ( 419434.8, 3737350.5, 45.3, 45.3, 4.6); ( 419454.8, 3737350.5, 45.5, 45.5, 4.6); ( 419474.8, 3737350.5, 45.8, 45.8, 4.6); ( 419494.8, 3737350.5, 45.7, 45.7, 4.6); ( 419514.8, 3737350.5, 45.7, 45.7, 4.6); ( 419534.8, 3737350.5, 45.9, 45.9, 4.6); ( 419554.8, 3737350.5, 46.0, 46.0, 4.6); ( 419574.8, 3737350.5, 46.2, 46.2, 4.6); ( 419594.8, 3737350.5, 46.5, 46.5, 4.6); ( 419614.8, 3737350.5, 46.7, 46.7, 4.6); ( 419634.8, 3737350.5, 46.9, 46.9, 4.6); ( 419654.8, 3737350.5, 47.0, 47.0, 4.6); ( 419374.8, 3737370.5, 44.7, 44.7, 4.6); ( 419394.8, 3737370.5, 45.0, 45.0, 4.6); ( 419414.8, 3737370.5, 45.3, 45.3, 4.6); ( 419434.8, 3737370.5, 45.6, 45.6, 4.6); ( 419454.8, 3737370.5, 45.9, 45.9, 4.6); ( 419474.8, 3737370.5, 46.1, 46.1, 4.6); ( 419494.8, 3737370.5, 45.9, 45.9, 4.6); ( 419514.8, 3737370.5, 45.7, 45.7, 4.6); ( 419534.8, 3737370.5, 45.8, 45.8, 4.6); ( 419554.8, 3737370.5, 46.0, 46.0, 4.6); ( 419574.8, 3737370.5, 46.2, 46.2, 4.6); ( 419594.8, 3737370.5, 46.4, 46.4, 4.6); ( 419614.8, 3737370.5, 46.7, 46.7, 4.6); ( 419634.8, 3737370.5, 47.0, 47.0, 4.6); ( 419654.8, 3737370.5, 47.0, 47.0, 4.6); ( 419354.8, 3737390.5, 44.7, 44.7, 4.6); ( 419374.8, 3737390.5, 45.0, 45.0, 4.6); ( 419394.8, 3737390.5, 45.3, 45.3, 4.6); ( 419414.8, 3737390.5, 45.6, 45.6, 4.6); ( 419434.8, 3737390.5, 45.9, 45.9, 4.6); ( 419454.8, 3737390.5, 46.2, 46.2, 4.6); ( 419474.8, 3737390.5, 46.4, 46.4, 4.6); ( 419494.8, 3737390.5, 46.4, 46.4, 4.6); ( 419514.8, 3737390.5, 46.2, 46.2, 4.6); ( 419534.8, 3737390.5, 46.2, 46.2, 4.6); ( 419554.8, 3737390.5, 46.4, 46.4, 4.6); ( 419574.8, Page 43 MainPlace r.ADO 3737390.5, 46.6, 46.6, 4.6); ( 419594.8, 3737390.5, 46.8, 46.8, 4.6); ( 419614.8, 3737390.5, 47.0, 47.0, 4.6); ( 419634.8, 3737390.5, 47.0, 47.0, 4.6); ( 419654.8, 3737390.5, 47.0, 47.0, 4.6); ( 419354.8, 3737410.5, 45.2, 45.2, 4.6); ( 419374.8, 3737410.5, 45.3, 45.3, 4.6); ( 419394.8, 3737410.5, 45.6, 45.6, 4.6); ( 419414.8, 3737410.5, 45.9, 45.9, 4.6); ( 419434.8, 3737410.5, 46.2, 46.2, 4.6); ( 419454.8, 3737410.5, 46.5, 46.5, 4.6); ( 419474.8, 3737410.5, 46.8, 46.8, 4.6); ( 419494.8, 3737410.5, 46.9, 46.9, 4.6); ( 419514.8, 3737410.5, 47.0, 47.0, 4.6); ( 419534.8, 3737410.5, 47.0, 47.0, 4.6); ( 419554.8, 3737410.5, 47.1, 47.1, 4.6); ( 419574.8, 3737410.5, 47.2, 47.2, 4.6); ( 419594.8, 3737410.5, 47.3, 47.3, 4.6); ( 419614.8, 3737410.5, 47.2, 47.2, 4.6); ( 419634.8, 3737410.5, 47.1, 47.1, 4.6); ( 419654.8, 3737410.5, 46.9, 46.9, 4.6); ( 419334.8, 3737430.5, 45.2, 45.2, 4.6); ( 419354.8, 3737430.5, 45.6, 45.6, 4.6); ( 419374.8, 3737430.5, 45.7, 45.7, 4.6); ( 419394.8, 3737430.5, 46.0, 46.0, 4.6); ( 419414.8, 3737430.5, 46.3, 46.3, 4.6); ( 419434.8, 3737430.5, 46.6, 46.6, 4.6); ( 419454.8, 3737430.5, 47.1, 47.1, 4.6); ( 419474.8, 3737430.5, 47.3, 47.3, 4.6); ( 419494.8, 3737430.5, 47.3, 47.3, 4.6); ( 419514.8, 3737430.5, 47.3, 47.3, 4.6); ( 419534.8, 3737430.5, 47.4, 47.4, 4.6); ( 419554.8, 3737430.5, 47.3, 47.3, 4.6); ( 419574.8, 3737430.5, 47.3, 47.3, 4.6); ( 419594.8, 3737430.5, 47.1, 47.1, 4.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 16 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419614.8, 3737430.5, 46.8, 46.8, 4.6); ( 419634.8, Page 44 MainPlace r.ADO 3737430.5, 46.5, 46.5, 4.6); ( 419654.8, 3737430.5, 46.7, 46.7, 4.6); ( 419334.8, 3737450.5, 45.6, 45.6, 4.6); ( 419354.8, 3737450.5, 45.9, 45.9, 4.6); ( 419374.8, 3737450.5, 46.1, 46.1, 4.6); ( 419394.8, 3737450.5, 46.4, 46.4, 4.6); ( 419414.8, 3737450.5, 46.7, 46.7, 4.6); ( 419434.8, 3737450.5, 47.0, 47.0, 4.6); ( 419454.8, 3737450.5, 47.4, 47.4, 4.6); ( 419474.8, 3737450.5, 47.5, 47.5, 4.6); ( 419494.8, 3737450.5, 47.5, 47.5, 4.6); ( 419514.8, 3737450.5, 47.5, 47.5, 4.6); ( 419534.8, 3737450.5, 47.5, 47.5, 4.6); ( 419554.8, 3737450.5, 47.5, 47.5, 4.6); ( 419574.8, 3737450.5, 47.3, 47.3, 4.6); ( 419594.8, 3737450.5, 47.0, 47.0, 4.6); ( 419614.8, 3737450.5, 46.6, 46.6, 4.6); ( 419634.8, 3737450.5, 46.3, 46.3, 4.6); ( 419654.8, 3737450.5, 46.6, 46.6, 4.6); ( 419314.8, 3737470.5, 45.2, 45.2, 4.6); ( 419334.8, 3737470.5, 45.9, 45.9, 4.6); ( 419354.8, 3737470.5, 46.2, 46.2, 4.6); ( 419374.8, 3737470.5, 46.5, 46.5, 4.6); ( 419394.8, 3737470.5, 46.7, 46.7, 4.6); ( 419414.8, 3737470.5, 47.1, 47.1, 4.6); ( 419434.8, 3737470.5, 47.4, 47.4, 4.6); ( 419454.8, 3737470.5, 47.5, 47.5, 4.6); ( 419474.8, 3737470.5, 47.6, 47.6, 4.6); ( 419494.8, 3737470.5, 47.5, 47.5, 4.6); ( 419514.8, 3737470.5, 47.5, 47.5, 4.6); ( 419534.8, 3737470.5, 47.5, 47.5, 4.6); ( 419554.8, 3737470.5, 47.5, 47.5, 4.6); ( 419574.8, 3737470.5, 47.3, 47.3, 4.6); ( 419594.8, 3737470.5, 47.0, 47.0, 4.6); ( 419614.8, 3737470.5, 46.6, 46.6, 4.6); ( 419634.8, 3737470.5, 46.5, 46.5, 4.6); ( 419654.8, 3737470.5, 46.7, 46.7, 4.6); ( 419314.8, 3737490.5, 45.7, 45.7, 4.6); ( 419334.8, 3737490.5, 46.3, 46.3, 4.6); ( 419354.8, 3737490.5, 46.8, 46.8, 4.6); ( 419374.8, 3737490.5, 46.9, 46.9, 4.6); ( 419394.8, 3737490.5, 47.1, 47.1, 4.6); ( 419414.8, 3737490.5, 47.3, 47.3, 4.6); ( 419434.8, 3737490.5, 47.5, 47.5, 4.6); ( 419454.8, 3737490.5, 47.5, 47.5, 4.6); ( 419474.8, 3737490.5, 47.5, 47.5, 4.6); ( 419494.8, 3737490.5, 47.5, 47.5, 4.6); ( 419514.8, 3737490.5, 47.5, 47.5, 4.6); ( 419534.8, Page 45 MainPlace r.ADO 3737490.5, 47.5, 47.5, 4.6); ( 419554.8, 3737490.5, 47.5, 47.5, 4.6); ( 419574.8, 3737490.5, 47.3, 47.3, 4.6); ( 419594.8, 3737490.5, 47.1, 47.1, 4.6); ( 419614.8, 3737490.5, 46.9, 46.9, 4.6); ( 419634.8, 3737490.5, 46.6, 46.6, 4.6); ( 419654.8, 3737490.5, 46.8, 46.8, 4.6); ( 419294.8, 3737510.5, 45.6, 45.6, 4.6); ( 419314.8, 3737510.5, 46.2, 46.2, 4.6); ( 419334.8, 3737510.5, 46.6, 46.6, 4.6); ( 419354.8, 3737510.5, 47.3, 47.3, 4.6); ( 419374.8, 3737510.5, 47.3, 47.3, 4.6); ( 419394.8, 3737510.5, 47.4, 47.4, 4.6); ( 419414.8, 3737510.5, 47.5, 47.5, 4.6); ( 419434.8, 3737510.5, 47.5, 47.5, 4.6); ( 419454.8, 3737510.5, 47.5, 47.5, 4.6); ( 419474.8, 3737510.5, 47.5, 47.5, 4.6); ( 419494.8, 3737510.5, 47.5, 47.5, 4.6); ( 419514.8, 3737510.5, 47.5, 47.5, 4.6); ( 419534.8, 3737510.5, 47.3, 47.3, 4.6); ( 419554.8, 3737510.5, 47.3, 47.3, 4.6); ( 419574.8, 3737510.5, 47.2, 47.2, 4.6); ( 419594.8, 3737510.5, 47.1, 47.1, 4.6); ( 419614.8, 3737510.5, 47.1, 47.1, 4.6); ( 419634.8, 3737510.5, 47.1, 47.1, 4.6); ( 419654.8, 3737510.5, 47.2, 47.2, 4.6); ( 419294.8, 3737530.5, 45.9, 45.9, 4.6); ( 419314.8, 3737530.5, 46.5, 46.5, 4.6); ( 419334.8, 3737530.5, 47.0, 47.0, 4.6); ( 419354.8, 3737530.5, 47.4, 47.4, 4.6); ( 419374.8, 3737530.5, 47.5, 47.5, 4.6); ( 419394.8, 3737530.5, 47.5, 47.5, 4.6); ( 419414.8, 3737530.5, 47.5, 47.5, 4.6); ( 419434.8, 3737530.5, 47.5, 47.5, 4.6); ( 419454.8, 3737530.5, 47.5, 47.5, 4.6); ( 419474.8, 3737530.5, 47.5, 47.5, 4.6); ( 419494.8, 3737530.5, 47.4, 47.4, 4.6); ( 419514.8, 3737530.5, 47.3, 47.3, 4.6); ( 419534.8, 3737530.5, 47.0, 47.0, 4.6); ( 419554.8, 3737530.5, 47.1, 47.1, 4.6); ( 419574.8, 3737530.5, 47.1, 47.1, 4.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 17 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 46 MainPlace r.ADO *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419594.8, 3737530.5, 47.2, 47.2, 4.6); ( 419614.8, 3737530.5, 47.4, 47.4, 4.6); ( 419634.8, 3737530.5, 48.0, 48.0, 4.6); ( 419654.8, 3737530.5, 48.0, 48.0, 4.6); ( 419274.8, 3737550.5, 45.4, 45.4, 4.6); ( 419294.8, 3737550.5, 46.0, 46.0, 4.6); ( 419314.8, 3737550.5, 46.6, 46.6, 4.6); ( 419334.8, 3737550.5, 47.1, 47.1, 4.6); ( 419354.8, 3737550.5, 47.5, 47.5, 4.6); ( 419374.8, 3737550.5, 47.6, 47.6, 4.6); ( 419394.8, 3737550.5, 47.6, 47.6, 4.6); ( 419414.8, 3737550.5, 47.6, 47.6, 4.6); ( 419434.8, 3737550.5, 47.5, 47.5, 4.6); ( 419454.8, 3737550.5, 47.5, 47.5, 4.6); ( 419474.8, 3737550.5, 47.5, 47.5, 4.6); ( 419494.8, 3737550.5, 47.4, 47.4, 4.6); ( 419514.8, 3737550.5, 47.3, 47.3, 4.6); ( 419534.8, 3737550.5, 47.2, 47.2, 4.6); ( 419554.8, 3737550.5, 47.2, 47.2, 4.6); ( 419574.8, 3737550.5, 47.2, 47.2, 4.6); ( 419594.8, 3737550.5, 47.3, 47.3, 4.6); ( 419614.8, 3737550.5, 47.6, 47.6, 4.6); ( 419634.8, 3737550.5, 48.0, 48.0, 4.6); ( 419654.8, 3737550.5, 47.8, 47.8, 4.6); ( 419274.8, 3737570.5, 45.5, 45.5, 4.6); ( 419294.8, 3737570.5, 46.1, 46.1, 4.6); ( 419314.8, 3737570.5, 46.6, 46.6, 4.6); ( 419334.8, 3737570.5, 47.1, 47.1, 4.6); ( 419354.8, 3737570.5, 47.6, 47.6, 4.6); ( 419374.8, 3737570.5, 47.6, 47.6, 4.6); ( 419394.8, 3737570.5, 47.6, 47.6, 4.6); ( 419414.8, 3737570.5, 47.6, 47.6, 4.6); ( 419434.8, 3737570.5, 47.5, 47.5, 4.6); ( 419454.8, 3737570.5, 47.5, 47.5, 4.6); ( 419474.8, 3737570.5, 47.5, 47.5, 4.6); ( 419494.8, 3737570.5, 47.4, 47.4, 4.6); ( 419514.8, 3737570.5, 47.4, 47.4, 4.6); ( 419534.8, 3737570.5, 47.2, 47.2, 4.6); ( 419554.8, 3737570.5, 47.2, 47.2, 4.6); ( 419574.8, 3737570.5, 47.2, 47.2, 4.6); ( 419594.8, 3737570.5, 47.4, 47.4, 4.6); ( 419614.8, 3737570.5, 47.7, 47.7, 4.6); ( 419634.8, 3737570.5, 48.0, 48.0, 4.6); ( 419654.8, Page 47 MainPlace r.ADO 3737570.5, 47.8, 47.8, 4.6); ( 419254.8, 3737590.5, 44.8, 44.8, 4.6); ( 419274.8, 3737590.5, 45.5, 45.5, 4.6); ( 419294.8, 3737590.5, 46.1, 46.1, 4.6); ( 419314.8, 3737590.5, 46.6, 46.6, 4.6); ( 419334.8, 3737590.5, 47.1, 47.1, 4.6); ( 419354.8, 3737590.5, 47.5, 47.5, 4.6); ( 419374.8, 3737590.5, 47.5, 47.5, 4.6); ( 419394.8, 3737590.5, 47.6, 47.6, 4.6); ( 419414.8, 3737590.5, 47.6, 47.6, 4.6); ( 419434.8, 3737590.5, 47.5, 47.5, 4.6); ( 419454.8, 3737590.5, 47.5, 47.5, 4.6); ( 419474.8, 3737590.5, 47.5, 47.5, 4.6); ( 419494.8, 3737590.5, 47.4, 47.4, 4.6); ( 419514.8, 3737590.5, 47.3, 47.3, 4.6); ( 419534.8, 3737590.5, 47.0, 47.0, 4.6); ( 419554.8, 3737590.5, 47.1, 47.1, 4.6); ( 419574.8, 3737590.5, 47.2, 47.2, 4.6); ( 419594.8, 3737590.5, 47.5, 47.5, 4.6); ( 419614.8, 3737590.5, 47.9, 47.9, 4.6); ( 419634.8, 3737590.5, 48.3, 48.3, 4.6); ( 419654.8, 3737590.5, 48.0, 48.0, 4.6); ( 419254.8, 3737610.5, 44.8, 44.8, 4.6); ( 419274.8, 3737610.5, 45.4, 45.4, 4.6); ( 419294.8, 3737610.5, 45.9, 45.9, 4.6); ( 419314.8, 3737610.5, 46.4, 46.4, 4.6); ( 419334.8, 3737610.5, 46.8, 46.8, 4.6); ( 419354.8, 3737610.5, 47.3, 47.3, 4.6); ( 419374.8, 3737610.5, 47.5, 47.5, 4.6); ( 419394.8, 3737610.5, 47.5, 47.5, 4.6); ( 419414.8, 3737610.5, 47.6, 47.6, 4.6); ( 419434.8, 3737610.5, 47.5, 47.5, 4.6); ( 419454.8, 3737610.5, 47.5, 47.5, 4.6); ( 419474.8, 3737610.5, 47.5, 47.5, 4.6); ( 419494.8, 3737610.5, 47.5, 47.5, 4.6); ( 419514.8, 3737610.5, 47.4, 47.4, 4.6); ( 419534.8, 3737610.5, 47.2, 47.2, 4.6); ( 419554.8, 3737610.5, 47.1, 47.1, 4.6); ( 419574.8, 3737610.5, 47.2, 47.2, 4.6); ( 419594.8, 3737610.5, 47.4, 47.4, 4.6); ( 419614.8, 3737610.5, 47.6, 47.6, 4.6); ( 419634.8, 3737610.5, 48.2, 48.2, 4.6); ( 419654.8, 3737610.5, 47.8, 47.8, 4.6); ( 419254.8, 3737630.5, 44.8, 44.8, 4.6); ( 419274.8, 3737630.5, 45.2, 45.2, 4.6); ( 419294.8, 3737630.5, 45.6, 45.6, 4.6); ( 419314.8, 3737630.5, 46.0, 46.0, 4.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 48 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 18 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419334.8, 3737630.5, 46.5, 46.5, 4.6); ( 419354.8, 3737630.5, 47.0, 47.0, 4.6); ( 419374.8, 3737630.5, 47.3, 47.3, 4.6); ( 419394.8, 3737630.5, 47.5, 47.5, 4.6); ( 419414.8, 3737630.5, 47.6, 47.6, 4.6); ( 419434.8, 3737630.5, 47.5, 47.5, 4.6); ( 419454.8, 3737630.5, 47.5, 47.5, 4.6); ( 419474.8, 3737630.5, 47.5, 47.5, 4.6); ( 419494.8, 3737630.5, 47.5, 47.5, 4.6); ( 419514.8, 3737630.5, 47.4, 47.4, 4.6); ( 419534.8, 3737630.5, 47.4, 47.4, 4.6); ( 419554.8, 3737630.5, 47.2, 47.2, 4.6); ( 419574.8, 3737630.5, 47.2, 47.2, 4.6); ( 419594.8, 3737630.5, 47.3, 47.3, 4.6); ( 419614.8, 3737630.5, 47.2, 47.2, 4.6); ( 419634.8, 3737630.5, 47.8, 47.8, 4.6); ( 419654.8, 3737630.5, 47.4, 47.4, 4.6); ( 419234.8, 3737650.5, 44.4, 44.4, 4.6); ( 419254.8, 3737650.5, 44.8, 44.8, 4.6); ( 419274.8, 3737650.5, 45.0, 45.0, 4.6); ( 419294.8, 3737650.5, 45.2, 45.2, 4.6); ( 419314.8, 3737650.5, 45.6, 45.6, 4.6); ( 419334.8, 3737650.5, 46.1, 46.1, 4.6); ( 419354.8, 3737650.5, 46.5, 46.5, 4.6); ( 419374.8, 3737650.5, 46.9, 46.9, 4.6); ( 419394.8, 3737650.5, 47.3, 47.3, 4.6); ( 419414.8, 3737650.5, 47.5, 47.5, 4.6); ( 419434.8, 3737650.5, 47.5, 47.5, 4.6); ( 419454.8, 3737650.5, 47.5, 47.5, 4.6); ( 419474.8, 3737650.5, 47.5, 47.5, 4.6); ( 419494.8, 3737650.5, 47.5, 47.5, 4.6); ( 419514.8, 3737650.5, 47.5, 47.5, 4.6); ( 419534.8, 3737650.5, 47.5, 47.5, 4.6); ( 419554.8, 3737650.5, 47.4, 47.4, 4.6); ( 419574.8, 3737650.5, 47.3, 47.3, 4.6); ( 419594.8, 3737650.5, 47.1, 47.1, 4.6); ( 419614.8, 3737650.5, 46.8, 46.8, 4.6); ( 419634.8, Page 49 MainPlace r.ADO 3737650.5, 46.9, 46.9, 4.6); ( 419654.8, 3737650.5, 47.0, 47.0, 4.6); ( 419234.8, 3737670.5, 44.5, 44.5, 4.6); ( 419254.8, 3737670.5, 44.8, 44.8, 4.6); ( 419274.8, 3737670.5, 44.9, 44.9, 4.6); ( 419294.8, 3737670.5, 45.2, 45.2, 4.6); ( 419314.8, 3737670.5, 45.5, 45.5, 4.6); ( 419334.8, 3737670.5, 45.9, 45.9, 4.6); ( 419354.8, 3737670.5, 46.4, 46.4, 4.6); ( 419374.8, 3737670.5, 46.8, 46.8, 4.6); ( 419394.8, 3737670.5, 47.2, 47.2, 4.6); ( 419414.8, 3737670.5, 47.5, 47.5, 4.6); ( 419434.8, 3737670.5, 47.5, 47.5, 4.6); ( 419454.8, 3737670.5, 47.5, 47.5, 4.6); ( 419474.8, 3737670.5, 47.5, 47.5, 4.6); ( 419494.8, 3737670.5, 47.5, 47.5, 4.6); ( 419514.8, 3737670.5, 47.5, 47.5, 4.6); ( 419534.8, 3737670.5, 47.5, 47.5, 4.6); ( 419554.8, 3737670.5, 47.5, 47.5, 4.6); ( 419574.8, 3737670.5, 47.3, 47.3, 4.6); ( 419594.8, 3737670.5, 47.1, 47.1, 4.6); ( 419614.8, 3737670.5, 46.7, 46.7, 4.6); ( 419634.8, 3737670.5, 46.6, 46.6, 4.6); ( 419654.8, 3737670.5, 46.8, 46.8, 4.6); ( 419234.8, 3737690.5, 44.7, 44.7, 4.6); ( 419254.8, 3737690.5, 44.9, 44.9, 4.6); ( 419274.8, 3737690.5, 45.0, 45.0, 4.6); ( 419294.8, 3737690.5, 45.2, 45.2, 4.6); ( 419314.8, 3737690.5, 45.6, 45.6, 4.6); ( 419334.8, 3737690.5, 45.9, 45.9, 4.6); ( 419354.8, 3737690.5, 46.4, 46.4, 4.6); ( 419374.8, 3737690.5, 46.8, 46.8, 4.6); ( 419394.8, 3737690.5, 47.2, 47.2, 4.6); ( 419414.8, 3737690.5, 47.5, 47.5, 4.6); ( 419434.8, 3737690.5, 47.5, 47.5, 4.6); ( 419454.8, 3737690.5, 47.5, 47.5, 4.6); ( 419474.8, 3737690.5, 47.5, 47.5, 4.6); ( 419494.8, 3737690.5, 47.5, 47.5, 4.6); ( 419514.8, 3737690.5, 47.5, 47.5, 4.6); ( 419534.8, 3737690.5, 47.5, 47.5, 4.6); ( 419554.8, 3737690.5, 47.5, 47.5, 4.6); ( 419574.8, 3737690.5, 47.3, 47.3, 4.6); ( 419594.8, 3737690.5, 47.1, 47.1, 4.6); ( 419614.8, 3737690.5, 46.7, 46.7, 4.6); ( 419634.8, 3737690.5, 46.6, 46.6, 4.6); ( 419654.8, 3737690.5, 46.8, 46.8, 4.6); ( 419234.8, 3737710.5, 44.7, 44.7, 4.6); ( 419254.8, 3737710.5, 44.8, 44.8, 4.6); ( 419274.8, Page 50 MainPlace r.ADO 3737710.5, 45.0, 45.0, 4.6); ( 419294.8, 3737710.5, 45.2, 45.2, 4.6); ( 419314.8, 3737710.5, 45.5, 45.5, 4.6); ( 419334.8, 3737710.5, 45.9, 45.9, 4.6); ( 419354.8, 3737710.5, 46.4, 46.4, 4.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 19 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419374.8, 3737710.5, 46.8, 46.8, 4.6); ( 419394.8, 3737710.5, 47.3, 47.3, 4.6); ( 419414.8, 3737710.5, 47.6, 47.6, 4.6); ( 419434.8, 3737710.5, 47.5, 47.5, 4.6); ( 419454.8, 3737710.5, 47.5, 47.5, 4.6); ( 419474.8, 3737710.5, 47.4, 47.4, 4.6); ( 419494.8, 3737710.5, 47.4, 47.4, 4.6); ( 419514.8, 3737710.5, 47.5, 47.5, 4.6); ( 419534.8, 3737710.5, 47.7, 47.7, 4.6); ( 419554.8, 3737710.5, 47.5, 47.5, 4.6); ( 419574.8, 3737710.5, 47.4, 47.4, 4.6); ( 419594.8, 3737710.5, 47.2, 47.2, 4.6); ( 419614.8, 3737710.5, 46.9, 46.9, 4.6); ( 419634.8, 3737710.5, 46.9, 46.9, 4.6); ( 419654.8, 3737710.5, 46.7, 46.7, 4.6); ( 419234.8, 3737730.5, 44.4, 44.4, 4.6); ( 419254.8, 3737730.5, 44.7, 44.7, 4.6); ( 419274.8, 3737730.5, 45.0, 45.0, 4.6); ( 419294.8, 3737730.5, 45.2, 45.2, 4.6); ( 419314.8, 3737730.5, 45.5, 45.5, 4.6); ( 419334.8, 3737730.5, 45.9, 45.9, 4.6); ( 419354.8, 3737730.5, 46.3, 46.3, 4.6); ( 419374.8, 3737730.5, 46.8, 46.8, 4.6); ( 419394.8, 3737730.5, 47.2, 47.2, 4.6); ( 419414.8, 3737730.5, 47.5, 47.5, 4.6); ( 419434.8, 3737730.5, 47.5, 47.5, 4.6); ( 419454.8, 3737730.5, 47.5, 47.5, 4.6); ( 419474.8, 3737730.5, 47.4, 47.4, 4.6); ( 419494.8, 3737730.5, 47.3, 47.3, 4.6); ( 419514.8, 3737730.5, 47.3, 47.3, 4.6); ( 419534.8, 3737730.5, 47.4, 47.4, 4.6); ( 419554.8, Page 51 MainPlace r.ADO 3737730.5, 47.3, 47.3, 4.6); ( 419574.8, 3737730.5, 47.2, 47.2, 4.6); ( 419594.8, 3737730.5, 47.2, 47.2, 4.6); ( 419614.8, 3737730.5, 47.1, 47.1, 4.6); ( 419634.8, 3737730.5, 46.9, 46.9, 4.6); ( 419654.8, 3737730.5, 46.9, 46.9, 4.6); ( 419234.8, 3737750.5, 44.0, 44.0, 4.6); ( 419254.8, 3737750.5, 44.5, 44.5, 4.6); ( 419274.8, 3737750.5, 44.9, 44.9, 4.6); ( 419294.8, 3737750.5, 45.2, 45.2, 4.6); ( 419314.8, 3737750.5, 45.5, 45.5, 4.6); ( 419334.8, 3737750.5, 45.8, 45.8, 4.6); ( 419354.8, 3737750.5, 46.3, 46.3, 4.6); ( 419374.8, 3737750.5, 46.8, 46.8, 4.6); ( 419394.8, 3737750.5, 47.1, 47.1, 4.6); ( 419414.8, 3737750.5, 47.4, 47.4, 4.6); ( 419434.8, 3737750.5, 47.5, 47.5, 4.6); ( 419454.8, 3737750.5, 47.5, 47.5, 4.6); ( 419474.8, 3737750.5, 47.3, 47.3, 4.6); ( 419494.8, 3737750.5, 47.0, 47.0, 4.6); ( 419514.8, 3737750.5, 46.9, 46.9, 4.6); ( 419534.8, 3737750.5, 47.0, 47.0, 4.6); ( 419554.8, 3737750.5, 47.0, 47.0, 4.6); ( 419574.8, 3737750.5, 47.0, 47.0, 4.6); ( 419594.8, 3737750.5, 47.1, 47.1, 4.6); ( 419614.8, 3737750.5, 47.2, 47.2, 4.6); ( 419634.8, 3737750.5, 46.9, 46.9, 4.6); ( 419654.8, 3737750.5, 47.1, 47.1, 4.6); ( 419234.8, 3737770.5, 43.8, 54.6, 4.6); ( 419254.8, 3737770.5, 43.8, 54.6, 4.6); ( 419274.8, 3737770.5, 44.6, 44.6, 4.6); ( 419294.8, 3737770.5, 45.0, 45.0, 4.6); ( 419314.8, 3737770.5, 45.4, 45.4, 4.6); ( 419334.8, 3737770.5, 45.8, 45.8, 4.6); ( 419354.8, 3737770.5, 46.4, 46.4, 4.6); ( 419374.8, 3737770.5, 46.9, 46.9, 4.6); ( 419394.8, 3737770.5, 47.2, 47.2, 4.6); ( 419414.8, 3737770.5, 47.3, 47.3, 4.6); ( 419434.8, 3737770.5, 47.5, 47.5, 4.6); ( 419454.8, 3737770.5, 47.5, 47.5, 4.6); ( 419474.8, 3737770.5, 47.2, 47.2, 4.6); ( 419494.8, 3737770.5, 47.0, 47.0, 4.6); ( 419514.8, 3737770.5, 46.8, 46.8, 4.6); ( 419534.8, 3737770.5, 47.0, 47.0, 4.6); ( 419554.8, 3737770.5, 46.8, 46.8, 4.6); ( 419574.8, 3737770.5, 46.9, 46.9, 4.6); ( 419594.8, 3737770.5, 47.1, 47.1, 4.6); ( 419614.8, 3737770.5, 47.1, 47.1, 4.6); ( 419634.8, Page 52 MainPlace r.ADO 3737770.5, 46.8, 46.8, 4.6); ( 419654.8, 3737770.5, 46.9, 46.9, 4.6); ( 419254.8, 3737790.5, 43.6, 54.6, 4.6); ( 419274.8, 3737790.5, 44.4, 54.6, 4.6); ( 419294.8, 3737790.5, 44.9, 44.9, 4.6); ( 419314.8, 3737790.5, 45.3, 45.3, 4.6); ( 419334.8, 3737790.5, 45.8, 45.8, 4.6); ( 419354.8, 3737790.5, 46.3, 46.3, 4.6); ( 419374.8, 3737790.5, 46.8, 46.8, 4.6); ( 419394.8, 3737790.5, 47.1, 47.1, 4.6); ( 419414.8, 3737790.5, 47.3, 47.3, 4.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 20 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419434.8, 3737790.5, 47.4, 47.4, 4.6); ( 419454.8, 3737790.5, 47.4, 47.4, 4.6); ( 419474.8, 3737790.5, 47.2, 47.2, 4.6); ( 419494.8, 3737790.5, 46.9, 46.9, 4.6); ( 419514.8, 3737790.5, 46.8, 46.8, 4.6); ( 419534.8, 3737790.5, 47.0, 47.0, 4.6); ( 419554.8, 3737790.5, 46.9, 46.9, 4.6); ( 419574.8, 3737790.5, 47.0, 47.0, 4.6); ( 419594.8, 3737790.5, 47.1, 47.1, 4.6); ( 419614.8, 3737790.5, 47.1, 47.1, 4.6); ( 419634.8, 3737790.5, 46.8, 46.8, 4.6); ( 419654.8, 3737790.5, 46.9, 46.9, 4.6); ( 419274.8, 3737810.5, 44.5, 54.6, 4.6); ( 419294.8, 3737810.5, 44.9, 54.6, 4.6); ( 419314.8, 3737810.5, 45.2, 45.2, 4.6); ( 419334.8, 3737810.5, 45.6, 45.6, 4.6); ( 419354.8, 3737810.5, 46.2, 46.2, 4.6); ( 419374.8, 3737810.5, 46.7, 46.7, 4.6); ( 419394.8, 3737810.5, 47.0, 47.0, 4.6); ( 419414.8, 3737810.5, 47.2, 47.2, 4.6); ( 419434.8, 3737810.5, 47.4, 47.4, 4.6); ( 419454.8, 3737810.5, 47.4, 47.4, 4.6); ( 419474.8, 3737810.5, 47.1, 47.1, 4.6); ( 419494.8, 3737810.5, 46.8, 46.8, 4.6); ( 419514.8, 3737810.5, 46.8, 46.8, 4.6); ( 419534.8, Page 53 MainPlace r.ADO 3737810.5, 47.0, 47.0, 4.6); ( 419554.8, 3737810.5, 47.1, 47.1, 4.6); ( 419574.8, 3737810.5, 47.2, 47.2, 4.6); ( 419594.8, 3737810.5, 47.3, 47.3, 4.6); ( 419614.8, 3737810.5, 47.3, 47.3, 4.6); ( 419634.8, 3737810.5, 46.9, 46.9, 4.6); ( 419654.8, 3737810.5, 47.1, 47.1, 4.6); ( 419294.8, 3737830.5, 44.6, 54.6, 4.6); ( 419314.8, 3737830.5, 44.9, 54.6, 4.6); ( 419334.8, 3737830.5, 45.4, 45.4, 4.6); ( 419354.8, 3737830.5, 45.9, 45.9, 4.6); ( 419374.8, 3737830.5, 46.3, 46.3, 4.6); ( 419394.8, 3737830.5, 46.5, 46.5, 4.6); ( 419414.8, 3737830.5, 46.7, 46.7, 4.6); ( 419434.8, 3737830.5, 47.3, 47.3, 4.6); ( 419454.8, 3737830.5, 47.4, 47.4, 4.6); ( 419474.8, 3737830.5, 47.0, 47.0, 4.6); ( 419494.8, 3737830.5, 46.7, 46.7, 4.6); ( 419514.8, 3737830.5, 46.8, 46.8, 4.6); ( 419534.8, 3737830.5, 47.0, 47.0, 4.6); ( 419554.8, 3737830.5, 47.2, 47.2, 4.6); ( 419574.8, 3737830.5, 47.4, 47.4, 4.6); ( 419594.8, 3737830.5, 47.4, 47.4, 4.6); ( 419614.8, 3737830.5, 47.1, 47.1, 4.6); ( 419634.8, 3737830.5, 46.8, 46.8, 4.6); ( 419654.8, 3737830.5, 47.0, 47.0, 4.6); ( 419314.8, 3737850.5, 44.8, 54.6, 4.6); ( 419334.8, 3737850.5, 45.2, 45.2, 4.6); ( 419354.8, 3737850.5, 45.6, 45.6, 4.6); ( 419374.8, 3737850.5, 45.9, 45.9, 4.6); ( 419394.8, 3737850.5, 46.0, 46.0, 4.6); ( 419414.8, 3737850.5, 46.2, 46.2, 4.6); ( 419434.8, 3737850.5, 46.8, 46.8, 4.6); ( 419454.8, 3737850.5, 47.0, 47.0, 4.6); ( 419474.8, 3737850.5, 46.8, 46.8, 4.6); ( 419494.8, 3737850.5, 46.7, 46.7, 4.6); ( 419514.8, 3737850.5, 46.9, 46.9, 4.6); ( 419534.8, 3737850.5, 47.1, 47.1, 4.6); ( 419554.8, 3737850.5, 47.2, 47.2, 4.6); ( 419574.8, 3737850.5, 47.3, 47.3, 4.6); ( 419594.8, 3737850.5, 47.3, 47.3, 4.6); ( 419614.8, 3737850.5, 47.1, 47.1, 4.6); ( 419634.8, 3737850.5, 46.9, 46.9, 4.6); ( 419654.8, 3737850.5, 47.0, 47.0, 4.6); ( 419514.8, 3737870.5, 47.4, 47.4, 4.6); ( 419534.8, 3737870.5, 47.4, 47.4, 4.6); ( 419554.8, 3737870.5, 47.2, 47.2, 4.6); ( 419574.8, 3737870.5, 47.1, 47.1, 4.6); ( 419594.8, Page 54 MainPlace r.ADO 3737870.5, 47.1, 47.1, 4.6); ( 419614.8, 3737870.5, 47.1, 47.1, 4.6); ( 419634.8, 3737870.5, 47.1, 47.1, 4.6); ( 419654.8, 3737870.5, 47.2, 47.2, 4.6); ( 419514.8, 3737890.5, 43.3, 47.4, 4.6); ( 419534.8, 3737890.5, 43.2, 47.4, 4.6); ( 419554.8, 3737890.5, 43.1, 47.4, 4.6); ( 419574.8, 3737890.5, 42.9, 47.4, 4.6); ( 419594.8, 3737890.5, 42.9, 47.1, 4.6); ( 419614.8, 3737890.5, 42.8, 47.1, 4.6); ( 419634.8, 3737890.5, 42.8, 47.2, 4.6); ( 419654.8, 3737890.5, 42.7, 47.2, 4.6); ( 419674.8, 3737890.5, 42.9, 47.2, 4.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 21 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* * SOURCE -RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL SOURCE RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) L0000488 419674.8 3737890.5 -1.23 L0000489 419674.8 3737890.5 -10.81 L0007134 419514.8 3737890.5 -9.52 L0007135 419534.8 3737890.5 -9.31 L0007136 419554.8 3737890.5 -9.09 L0007137 419574.8 3737890.5 -8.88 L0007138 419594.8 3737890.5 -8.67 Page 55 MainPlace_r.ADO L0007139 419614.8 3737890.5 -8.45 L0007140 419634.8 3737890.5 -8.24 L0007141 419654.8 3737890.5 -8.03 L0007142 419674.8 3737890.5 -7.81 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 22 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 56 MainPlace_r.ADO View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 23 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJU* *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** Surface file: KSNA_V9 ADJU\KSNA_v9.SFC Met Version: 16216 Profile file: KSNA V9 ADJU\KSNA v9.PFL Surface format: FREE Profile format: FREE Surface station no.: 93184 Upper air station no.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2012 Year: 2012 First 24 hours of scalar data YR MO DY JOY HR HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO - - - REF WS - - - - WD - - HT REF TA HT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 - - - - 01 1 - - 01 - - - - - - - - - - -4.5 0.082 -9.000 -9.000 -999. 56. 11.0 0.12 2.65 1.00 0.87 62. 5.8 283.8 2.0 12 01 01 1 02 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 27. 5.8 283.1 2.0 12 01 01 1 03 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 336. 5.8 283.1 2.0 12 01 01 1 04 -3.3 0.070 -9.000 -9.000 -999. 45. 9.7 0.12 2.65 1.00 0.74 34. 5.8 283.1 2.0 12 01 01 1 05 -3.0 0.068 -9.000 -9.000 -999. 42. 9.4 0.12 2.65 1.00 0.70 154. 5.8 282.5 2.0 12 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. -99999.0 0.12 2.65 1.00 0.00 0. 5.8 282.0 2.0 12 01 01 1 07 -2.0 0.059 -9.000 -9.000 -999. 34. 9.0 0.12 2.65 1.00 0.55 343. 5.8 281.4 2.0 12 01 01 1 08 -2.6 0.066 -9.000 -9.000 -999. 40. 9.7 0.12 2.65 0.53 0.69 25. 5.8 281.4 2.0 12 01 01 1 09 21.6 0.133 0.252 0.010 27. 116. -9.9 0.12 2.65 0.31 1.03 344. 5.8 282.5 2.0 12 01 01 1 10 115.6 0.162 0.713 0.008 114. 156. -3.3 0.12 2.65 0.24 1.06 233. 5.8 286.4 2.0 Page 57 MainPlace_r.ADO 12 01 01 1 11 160.9 0.126 1.129 0.005 325 0.21 0.67 261. 5.8 291.4 2.0 12 01 01 1 12 187.0 0.138 1.467 0.005 614 0.20 0.75 252. 5.8 294.9 2.0 12 01 01 1 13 186.9 0.189 1.755 0.005 1051 0.20 1.23 280. 5.8 297.5 2.0 12 01 01 1 14 168.3 0.247 1.857 0.005 1383 0.21 1.86 268. 5.8 299.2 2.0 12 01 01 1 15 115.3 0.275 1.688 0.005 1517 0.24 2.25 248. 5.8 298.1 2.0 12 01 01 1 16 41.5 0.262 1.211 0.005 1552 0.33 2.32 227. 5.8 295.9 2.0 12 01 01 1 17 -17.9 0.217 -9.000 -9.000 -999 0.60 2.18 227. 5.8 292.5 2.0 12 01 01 1 18 -24.7 0.250 -9.000 -9.000 -999 1.00 2.50 219. 5.8 288.8 2.0 12 01 01 1 19 -5.2 0.088 -9.000 -9.000 -999 1.00 0.94 201. 5.8 287.5 2.0 12 01 01 1 20 -3.5 0.073 -9.000 -9.000 -999 1.00 0.77 259. 5.8 287.0 2.0 12 01 01 1 21 -2.6 0.064 -9.000 -9.000 -999 1.00 0.65 264. 5.8 286.4 2.0 12 01 01 1 22 -4.4 0.081 -9.000 -9.000 -999 1.00 0.86 211. 5.8 285.9 2.0 12 01 01 1 23 -4.2 0.079 -9.000 -9.000 -999 1.00 0.84 247. 5.8 284.9 2.0 12 01 01 1 24 -7.1 0.103 -9.000 -9.000 -999 1.00 1.09 236. 5.8 283.8 2.0 108. -1.1 0.12 2.65 123. -1.3 0.12 2.65 197. -3.3 0.12 2.65 295. -8.1 0.12 2.65 346. -16.3 0.12 2.65 322. -39.2 0.12 2.65 244. 52.0 0.12 2.65 300. 68.7 0.12 2.65 91. 12.0 0.12 2.65 47. 10.0 0.12 2.65 39. 9.1 0.12 2.65 55. 10.9 0.12 2.65 53. 10.7 0.12 2.65 80. 14.1 0.12 2.65 First hour of profile data YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 5.8 1 62. 0.87 283.8 99.0 -99.00 -99.00 F indicates top of profile (=1) or below (=0) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 24 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 Page 58 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.04178 419414.82 3737330.46 0.03577 419434.82 3737330.46 0.03133 419454.82 3737330.46 0.02793 419474.82 3737330.46 0.02521 419494.82 3737330.46 0.02304 419514.82 3737330.46 0.02124 419534.82 3737330.46 0.01968 419554.82 3737330.46 0.01832 419574.82 3737330.46 0.01710 419594.82 3737330.46 0.01609 419614.82 3737330.46 0.01516 419634.82 3737330.46 0.01439 419654.82 3737330.46 0.01372 419374.82 3737350.46 0.04398 419394.82 3737350.46 0.03729 419414.82 3737350.46 0.03246 419434.82 3737350.46 0.02885 419454.82 3737350.46 0.02611 419474.82 3737350.46 0.02383 419494.82 3737350.46 0.02195 419514.82 3737350.46 0.02027 419534.82 3737350.46 0.01887 419554.82 3737350.46 0.01766 419574.82 3737350.46 0.01655 419594.82 3737350.46 0.01559 419614.82 3737350.46 0.01477 419634.82 3737350.46 0.01407 419654.82 3737350.46 0.01347 419374.82 3737370.46 0.03908 419394.82 3737370.46 0.03383 419414.82 3737370.46 0.02993 Page 59 MainPlace_r.ADO 419434.82 3737370.46 0.02695 419454.82 3737370.46 0.02457 419474.82 3737370.46 0.02253 419494.82 3737370.46 0.02089 419514.82 3737370.46 0.01948 419534.82 3737370.46 0.01818 419554.82 3737370.46 0.01705 419574.82 3737370.46 0.01604 419594.82 3737370.46 0.01513 419614.82 3737370.46 0.01442 419634.82 3737370.46 0.01374 419654.82 3737370.46 0.01317 419354.82 3737390.46 0.04096 419374.82 3737390.46 0.03535 419394.82 3737390.46 0.03116 419414.82 3737390.46 0.02791 419434.82 3737390.46 0.02533 419454.82 3737390.46 0.02319 419474.82 3737390.46 0.02140 419494.82 3737390.46 0.01993 419514.82 3737390.46 0.01866 419534.82 3737390.46 0.01750 419554.82 3737390.46 0.01645 419574.82 3737390.46 0.01554 419594.82 3737390.46 0.01477 419614.82 3737390.46 0.01405 419634.82 3737390.46 0.01342 419654.82 3737390.46 0.01290 419354.82 3737410.46 0.03684 419374.82 3737410.46 0.03242 419394.82 3737410.46 0.02894 419414.82 3737410.46 0.02617 419434.82 3737410.46 0.02388 419454.82 3737410.46 0.02200 419474.82 3737410.46 0.02040 419494.82 3737410.46 0.01905 419514.82 3737410.46 0.01789 419534.82 3737410.46 0.01686 419554.82 3737410.46 0.01593 419574.82 3737410.46 0.01510 419594.82 3737410.46 0.01436 419614.82 3737410.46 0.01370 419634.82 3737410.46 0.01313 419654.82 3737410.46 0.01266 419334.82 3737430.46 0.03856 419354.82 3737430.46 0.03354 419374.82 3737430.46 0.02994 419394.82 3737430.46 0.02700 Page 60 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 25 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 3737430.46 - - - - - - 0.02461 419434.82 3737430.46 0.02261 419454.82 3737430.46 0.02085 419474.82 3737430.46 0.01946 419494.82 3737430.46 0.01827 419514.82 3737430.46 0.01723 419534.82 3737430.46 0.01629 419554.82 3737430.46 0.01546 419574.82 3737430.46 0.01471 419594.82 3737430.46 0.01404 419614.82 3737430.46 0.01343 419634.82 3737430.46 0.01284 419654.82 3737430.46 0.01241 419334.82 3737450.46 0.03487 419354.82 3737450.46 0.03088 419374.82 3737450.46 0.02784 419394.82 3737450.46 0.02534 419414.82 3737450.46 0.02325 419434.82 3737450.46 0.02147 419454.82 Page 61 MainPlace_r.ADO 3737450.46 0.01992 419474.82 3737450.46 0.01868 419494.82 3737450.46 0.01761 419514.82 3737450.46 0.01667 419534.82 3737450.46 0.01581 419554.82 3737450.46 0.01504 419574.82 3737450.46 0.01435 419594.82 3737450.46 0.01373 419614.82 3737450.46 0.01312 419634.82 3737450.46 0.01260 419654.82 3737450.46 0.01218 419314.82 3737470.46 0.03685 419334.82 3737470.46 0.03200 419354.82 3737470.46 0.02869 419374.82 3737470.46 0.02608 419394.82 3737470.46 0.02389 419414.82 3737470.46 0.02203 419434.82 3737470.46 0.02045 419454.82 3737470.46 0.01918 419474.82 3737470.46 0.01805 419494.82 3737470.46 0.01707 419514.82 3737470.46 0.01620 419534.82 3737470.46 0.01540 419554.82 3737470.46 0.01467 419574.82 3737470.46 0.01403 419594.82 3737470.46 0.01345 419614.82 3737470.46 0.01288 419634.82 3737470.46 0.01240 419654.82 3737470.46 0.01199 419314.82 3737490.46 0.03348 419334.82 3737490.46 0.02962 419354.82 3737490.46 0.02666 419374.82 3737490.46 0.02449 419394.82 3737490.46 0.02263 419414.82 3737490.46 0.02104 419434.82 3737490.46 0.01967 419454.82 3737490.46 0.01852 419474.82 3737490.46 0.01749 419494.82 3737490.46 0.01658 419514.82 3737490.46 0.01576 419534.82 3737490.46 0.01502 419554.82 3737490.46 0.01434 419574.82 3737490.46 0.01374 419594.82 3737490.46 0.01319 419614.82 3737490.46 0.01268 419634.82 3737490.46 0.01219 419654.82 3737490.46 0.01186 419294.82 3737510.46 0.03486 419314.82 Page 62 3737510.46 0.03075 419334.82 3737510.46 3737510.46 0.02501 419374.82 3737510.46 3737510.46 0.02157 419414.82 3737510.46 3737510.46 0.01899 419454.82 3737510.46 3737510.46 0.01699 419494.82 3737510.46 3737510.46 0.01538 419534.82 3737510.46 3737510.46 0.01406 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 0.02762 419354.82 0.02317 419394.82 0.02018 419434.82 0.01793 419474.82 0.01614 419514.82 0.01470 419554.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 15:24:35 PAGE 26 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) - - - - - - - - - CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - 3737510.46 - - - - - - 0.01348 419594.82 3737510.46 0.01295 419614.82 3737510.46 0.01247 419634.82 3737510.46 0.01204 419654.82 3737510.46 0.01169 419294.82 3737530.46 0.03210 Page 63 MainPlace_r.ADO 419314.82 3737530.46 0.02865 419334.82 3737530.46 0.02592 419354.82 3737530.46 0.02374 419374.82 3737530.46 0.02211 419394.82 3737530.46 0.02070 419414.82 3737530.46 0.01947 419434.82 3737530.46 0.01837 419454.82 3737530.46 0.01741 419474.82 3737530.46 0.01654 419494.82 3737530.46 0.01576 419514.82 3737530.46 0.01506 419534.82 3737530.46 0.01442 419554.82 3737530.46 0.01381 419574.82 3737530.46 0.01325 419594.82 3737530.46 0.01274 419614.82 3737530.46 0.01227 419634.82 3737530.46 0.01181 419654.82 3737530.46 0.01146 419274.82 3737550.46 0.03387 419294.82 3737550.46 0.02998 419314.82 3737550.46 0.02701 419334.82 3737550.46 0.02462 419354.82 3737550.46 0.02268 419374.82 3737550.46 0.02121 419394.82 3737550.46 0.01994 419414.82 3737550.46 0.01883 419434.82 3737550.46 0.01783 419454.82 3737550.46 0.01694 419474.82 3737550.46 0.01613 419494.82 3737550.46 0.01540 419514.82 3737550.46 0.01474 419534.82 3737550.46 0.01413 419554.82 3737550.46 0.01356 419574.82 3737550.46 0.01304 419594.82 3737550.46 0.01255 419614.82 3737550.46 0.01210 419634.82 3737550.46 0.01167 419654.82 3737550.46 0.01135 419274.82 3737570.46 0.03158 419294.82 3737570.46 0.02824 419314.82 3737570.46 0.02564 419334.82 3737570.46 0.02353 419354.82 3737570.46 0.02177 419374.82 3737570.46 0.02044 419394.82 3737570.46 0.01929 419414.82 3737570.46 0.01826 419434.82 3737570.46 0.01735 419454.82 3737570.46 0.01652 Page 64 MainPlace_r.ADO 419474.82 3737570.46 0.01576 419494.82 3737570.46 0.01508 419514.82 3737570.46 0.01445 419534.82 3737570.46 0.01388 419554.82 3737570.46 0.01335 419574.82 3737570.46 0.01285 419594.82 3737570.46 0.01238 419614.82 3737570.46 0.01193 419634.82 3737570.46 0.01154 419654.82 3737570.46 0.01125 419254.82 3737590.46 0.03339 419274.82 3737590.46 0.02965 419294.82 3737590.46 0.02678 419314.82 3737590.46 0.02450 419334.82 3737590.46 0.02261 419354.82 3737590.46 0.02100 419374.82 3737590.46 0.01980 419394.82 3737590.46 0.01873 419414.82 3737590.46 0.01777 419434.82 3737590.46 0.01692 419454.82 3737590.46 0.01614 419474.82 3737590.46 0.01543 419494.82 3737590.46 0.01479 419514.82 3737590.46 0.01421 419534.82 3737590.46 0.01368 419554.82 3737590.46 0.01316 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 27 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** Page 65 *** DISCRETE CARTESIAN RECEPTOR POINTS MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01268 419594.82 3737590.46 0.01224 419614.82 3737590.46 0.01180 419634.82 3737590.46 0.01142 419654.82 3737590.46 0.01116 419254.82 3737610.46 0.03125 419274.82 3737610.46 0.02813 419294.82 3737610.46 0.02563 419314.82 3737610.46 0.02359 419334.82 3737610.46 0.02187 419354.82 3737610.46 0.02040 419374.82 3737610.46 0.01923 419394.82 3737610.46 0.01822 419414.82 3737610.46 0.01733 419434.82 3737610.46 0.01653 419454.82 3737610.46 0.01581 419474.82 3737610.46 0.01515 419494.82 3737610.46 0.01453 419514.82 3737610.46 0.01398 419534.82 3737610.46 0.01348 419554.82 3737610.46 0.01300 419574.82 3737610.46 0.01255 419594.82 3737610.46 0.01213 419614.82 3737610.46 0.01173 419634.82 3737610.46 0.01135 419654.82 3737610.46 0.01111 419254.82 3737630.46 0.02945 419274.82 3737630.46 0.02682 419294.82 3737630.46 0.02465 419314.82 3737630.46 0.02281 419334.82 3737630.46 0.02125 419354.82 3737630.46 0.01989 419374.82 3737630.46 0.01875 419394.82 3737630.46 0.01778 419414.82 3737630.46 0.01694 419434.82 3737630.46 0.01620 419454.82 3737630.46 0.01552 419474.82 3737630.46 0.01489 419494.82 3737630.46 0.01432 419514.82 3737630.46 0.01379 419534.82 3737630.46 0.01330 419554.82 Page 66 MainPlace r.ADO 3737630.46 0.01287 419574.82 3737630.46 0.01244 419594.82 3737630.46 0.01205 419614.82 3737630.46 0.01169 419634.82 3737630.46 0.01132 419654.82 3737630.46 0.01113 419234.82 3737650.46 0.03071 419254.82 3737650.46 0.02791 419274.82 3737650.46 0.02568 419294.82 3737650.46 0.02381 419314.82 3737650.46 0.02217 419334.82 3737650.46 0.02073 419354.82 3737650.46 0.01949 419374.82 3737650.46 0.01841 419394.82 3737650.46 0.01745 419414.82 3737650.46 0.01662 419434.82 3737650.46 0.01591 419454.82 3737650.46 0.01527 419474.82 3737650.46 0.01468 419494.82 3737650.46 0.01414 419514.82 3737650.46 0.01363 419534.82 3737650.46 0.01316 419554.82 3737650.46 0.01274 419574.82 3737650.46 0.01235 419594.82 3737650.46 0.01199 419614.82 3737650.46 0.01166 419634.82 3737650.46 0.01137 419654.82 3737650.46 0.01113 419234.82 3737670.46 0.02898 419254.82 3737670.46 0.02658 419274.82 3737670.46 0.02464 419294.82 3737670.46 0.02296 419314.82 3737670.46 0.02150 419334.82 3737670.46 0.02021 419354.82 3737670.46 0.01905 419374.82 3737670.46 0.01804 419394.82 3737670.46 0.01713 419414.82 3737670.46 0.01633 419434.82 3737670.46 0.01567 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 28 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER Page 67 5 MainPlace r.ADO YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 - - - - - - 0.01507 419474.82 3737670.46 0.01451 419494.82 3737670.46 0.01399 419514.82 3737670.46 0.01351 419534.82 3737670.46 0.01306 419554.82 3737670.46 0.01265 419574.82 3737670.46 0.01229 419594.82 3737670.46 0.01195 419614.82 3737670.46 0.01164 419634.82 3737670.46 0.01135 419654.82 3737670.46 0.01115 419234.82 3737690.46 0.02747 419254.82 3737690.46 0.02543 419274.82 3737690.46 0.02371 419294.82 3737690.46 0.02221 419314.82 3737690.46 0.02089 419334.82 3737690.46 0.01972 419354.82 3737690.46 0.01864 419374.82 3737690.46 0.01770 419394.82 3737690.46 0.01685 419414.82 3737690.46 0.01609 419434.82 3737690.46 0.01547 419454.82 3737690.46 0.01491 419474.82 3737690.46 0.01438 419494.82 3737690.46 0.01389 419514.82 3737690.46 0.01343 419534.82 3737690.46 0.01300 419554.82 3737690.46 0.01261 Page 68 MainPlace_r.ADO 419574.82 3737690.46 0.01227 419594.82 3737690.46 0.01195 419614.82 3737690.46 0.01165 419634.82 3737690.46 0.01138 419654.82 3737690.46 0.01119 419234.82 3737710.46 0.02632 419254.82 3737710.46 0.02451 419274.82 3737710.46 0.02296 419294.82 3737710.46 0.02160 419314.82 3737710.46 0.02040 419334.82 3737710.46 0.01932 419354.82 3737710.46 0.01833 419374.82 3737710.46 0.01743 419394.82 3737710.46 0.01662 419414.82 3737710.46 0.01591 419434.82 3737710.46 0.01534 419454.82 3737710.46 0.01480 419474.82 3737710.46 0.01430 419494.82 3737710.46 0.01383 419514.82 3737710.46 0.01338 419534.82 3737710.46 0.01295 419554.82 3737710.46 0.01260 419574.82 3737710.46 0.01227 419594.82 3737710.46 0.01196 419614.82 3737710.46 0.01170 419634.82 3737710.46 0.01145 419654.82 3737710.46 0.01126 419234.82 3737730.46 0.02542 419254.82 3737730.46 0.02376 419274.82 3737730.46 0.02236 419294.82 3737730.46 0.02112 419314.82 3737730.46 0.02002 419334.82 3737730.46 0.01902 419354.82 3737730.46 0.01809 419374.82 3737730.46 0.01725 419394.82 3737730.46 0.01648 419414.82 3737730.46 0.01581 419434.82 3737730.46 0.01525 419454.82 3737730.46 0.01473 419474.82 3737730.46 0.01428 419494.82 3737730.46 0.01385 419514.82 3737730.46 0.01343 419534.82 3737730.46 0.01301 419554.82 3737730.46 0.01267 419574.82 3737730.46 0.01234 419594.82 3737730.46 0.01204 419614.82 3737730.46 0.01177 419634.82 3737730.46 0.01154 Page 69 419654.82 3737730.46 3737750.46 0.02472 419254.82 3737750.46 3737750.46 0.02189 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01137 0.02319 *** C:\Lakes\AERMOD *** *** 15:24:35 PAGE 29 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 419234.82 419274.82 12/29/18 *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - 0.02076 419314.82 3737750.46 0.01976 419334.82 3737750.46 0.01883 419354.82 3737750.46 0.01794 419374.82 3737750.46 0.01715 419394.82 3737750.46 0.01643 419414.82 3737750.46 0.01579 419434.82 3737750.46 0.01522 419454.82 3737750.46 0.01473 419474.82 3737750.46 0.01432 419494.82 3737750.46 0.01393 419514.82 3737750.46 0.01354 419534.82 3737750.46 0.01315 419554.82 3737750.46 0.01280 419574.82 3737750.46 0.01247 419594.82 Page 70 MainPlace_r.ADO 3737750.46 0.01217 419614.82 3737750.46 0.01189 419634.82 3737750.46 0.01170 419654.82 3737750.46 0.01151 419234.82 3737770.46 0.02414 419254.82 3737770.46 0.02283 419274.82 3737770.46 0.02162 419294.82 3737770.46 0.02056 419314.82 3737770.46 0.01963 419334.82 3737770.46 0.01874 419354.82 3737770.46 0.01789 419374.82 3737770.46 0.01711 419394.82 3737770.46 0.01644 419414.82 3737770.46 0.01584 419434.82 3737770.46 0.01528 419454.82 3737770.46 0.01481 419474.82 3737770.46 0.01442 419494.82 3737770.46 0.01405 419514.82 3737770.46 0.01368 419534.82 3737770.46 0.01329 419554.82 3737770.46 0.01298 419574.82 3737770.46 0.01266 419594.82 3737770.46 0.01235 419614.82 3737770.46 0.01210 419634.82 3737770.46 0.01192 419654.82 3737770.46 0.01175 419254.82 3737790.46 0.02250 419274.82 3737790.46 0.02149 419294.82 3737790.46 0.02053 419314.82 3737790.46 0.01965 419334.82 3737790.46 0.01881 419354.82 3737790.46 0.01798 419374.82 3737790.46 0.01722 419394.82 3737790.46 0.01657 419414.82 3737790.46 0.01599 419434.82 3737790.46 0.01545 419454.82 3737790.46 0.01499 419474.82 3737790.46 0.01462 419494.82 3737790.46 0.01426 419514.82 3737790.46 0.01390 419534.82 3737790.46 0.01352 419554.82 3737790.46 0.01321 419574.82 3737790.46 0.01290 419594.82 3737790.46 0.01260 419614.82 3737790.46 0.01236 419634.82 3737790.46 0.01221 419654.82 3737790.46 0.01205 419274.82 3737810.46 0.02155 419294.82 Page 71 3737810.46 0.02070 419314.82 3737810.46 3737810.46 0.01909 419354.82 3737810.46 3737810.46 0.01752 419394.82 3737810.46 3737810.46 0.01628 419434.82 3737810.46 3737810.46 0.01528 419474.82 3737810.46 3737810.46 0.01460 419514.82 3737810.46 3737810.46 0.01385 419554.82 3737810.46 3737810.46 0.01320 419594.82 3737810.46 3737810.46 0.01271 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc MainPlace r.ADO 0.01989 419334.82 0.01827 419374.82 0.01686 419414.82 0.01574 419454.82 0.01494 419494.82 0.01423 419534.82 0.01351 419574.82 0.01294 419614.82 *** C:\Lakes\AERMOD *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 30 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.01259 419654.82 3737810.46 0.01243 Page 72 MainPlace_r.ADO 419294.82 3737830.46 0.02121 419314.82 3737830.46 0.02052 419334.82 3737830.46 0.01974 419354.82 3737830.46 0.01892 419374.82 3737830.46 0.01816 419394.82 3737830.46 0.01751 419414.82 3737830.46 0.01691 419434.82 3737830.46 0.01623 419454.82 3737830.46 0.01574 419474.82 3737830.46 0.01544 419494.82 3737830.46 0.01513 419514.82 3737830.46 0.01475 419534.82 3737830.46 0.01436 419554.82 3737830.46 0.01399 419574.82 3737830.46 0.01368 419594.82 3737830.46 0.01343 419614.82 3737830.46 0.01327 419634.82 3737830.46 0.01316 419654.82 3737830.46 0.01301 419314.82 3737850.46 0.02159 419334.82 3737850.46 0.02082 419354.82 3737850.46 0.02000 419374.82 3737850.46 0.01930 419394.82 3737850.46 0.01862 419414.82 3737850.46 0.01793 419434.82 3737850.46 0.01717 419454.82 3737850.46 0.01663 419474.82 3737850.46 0.01629 419494.82 3737850.46 0.01593 419514.82 3737850.46 0.01546 419534.82 3737850.46 0.01507 419554.82 3737850.46 0.01473 419574.82 3737850.46 0.01443 419594.82 3737850.46 0.01419 419614.82 3737850.46 0.01406 419634.82 3737850.46 0.01395 419654.82 3737850.46 0.01380 419514.82 3737870.46 0.01652 419534.82 3737870.46 0.01618 419554.82 3737870.46 0.01599 419574.82 3737870.46 0.01576 419594.82 3737870.46 0.01551 419614.82 3737870.46 0.01529 419634.82 3737870.46 0.01512 419654.82 3737870.46 0.01501 419514.82 3737890.46 0.02091 419534.82 3737890.46 0.02056 419554.82 3737890.46 0.02035 Page 73 419574.82 3737890.46 3737890.46 0.01993 419614.82 3737890.46 3737890.46 0.01971 419654.82 3737890.46 3737890.46 0.01951 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.02015 419594.82 0.01976 419634.82 0.01979 419674.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 15:24:35 PAGE 31 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.04178 419414.82 3737330.46 0.03577 419434.82 3737330.46 0.03133 419454.82 3737330.46 0.02793 419474.82 3737330.46 0.02521 419494.82 3737330.46 0.02304 419514.82 3737330.46 0.02124 419534.82 3737330.46 0.01968 419554.82 3737330.46 0.01832 419574.82 3737330.46 0.01710 419594.82 3737330.46 0.01609 419614.82 3737330.46 0.01516 419634.82 3737330.46 0.01439 419654.82 Page 74 MainPlace_r.ADO 3737330.46 0.01372 419374.82 3737350.46 0.04398 419394.82 3737350.46 0.03729 419414.82 3737350.46 0.03246 419434.82 3737350.46 0.02885 419454.82 3737350.46 0.02611 419474.82 3737350.46 0.02383 419494.82 3737350.46 0.02195 419514.82 3737350.46 0.02027 419534.82 3737350.46 0.01887 419554.82 3737350.46 0.01766 419574.82 3737350.46 0.01655 419594.82 3737350.46 0.01559 419614.82 3737350.46 0.01477 419634.82 3737350.46 0.01407 419654.82 3737350.46 0.01347 419374.82 3737370.46 0.03908 419394.82 3737370.46 0.03383 419414.82 3737370.46 0.02993 419434.82 3737370.46 0.02695 419454.82 3737370.46 0.02457 419474.82 3737370.46 0.02253 419494.82 3737370.46 0.02089 419514.82 3737370.46 0.01948 419534.82 3737370.46 0.01818 419554.82 3737370.46 0.01705 419574.82 3737370.46 0.01604 419594.82 3737370.46 0.01513 419614.82 3737370.46 0.01442 419634.82 3737370.46 0.01374 419654.82 3737370.46 0.01317 419354.82 3737390.46 0.04096 419374.82 3737390.46 0.03535 419394.82 3737390.46 0.03116 419414.82 3737390.46 0.02791 419434.82 3737390.46 0.02533 419454.82 3737390.46 0.02319 419474.82 3737390.46 0.02140 419494.82 3737390.46 0.01993 419514.82 3737390.46 0.01866 419534.82 3737390.46 0.01750 419554.82 3737390.46 0.01645 419574.82 3737390.46 0.01554 419594.82 3737390.46 0.01477 419614.82 3737390.46 0.01405 419634.82 3737390.46 0.01342 419654.82 3737390.46 0.01290 419354.82 3737410.46 0.03684 419374.82 Page 75 MainPlace_r.ADO 3737410.46 0.03242 419394.82 3737410.46 0.02894 419414.82 3737410.46 0.02617 419434.82 3737410.46 0.02388 419454.82 3737410.46 0.02200 419474.82 3737410.46 0.02040 419494.82 3737410.46 0.01905 419514.82 3737410.46 0.01789 419534.82 3737410.46 0.01686 419554.82 3737410.46 0.01593 419574.82 3737410.46 0.01510 419594.82 3737410.46 0.01436 419614.82 3737410.46 0.01370 419634.82 3737410.46 0.01313 419654.82 3737410.46 0.01266 419334.82 3737430.46 0.03856 419354.82 3737430.46 0.03354 419374.82 3737430.46 0.02994 419394.82 3737430.46 0.02700 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 32 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 76 MainPlace_r.ADO 419414.82 3737430.46 0.02461 419434.82 3737430.46 0.02261 419454.82 3737430.46 0.02085 419474.82 3737430.46 0.01946 419494.82 3737430.46 0.01827 419514.82 3737430.46 0.01723 419534.82 3737430.46 0.01629 419554.82 3737430.46 0.01546 419574.82 3737430.46 0.01471 419594.82 3737430.46 0.01404 419614.82 3737430.46 0.01343 419634.82 3737430.46 0.01284 419654.82 3737430.46 0.01241 419334.82 3737450.46 0.03487 419354.82 3737450.46 0.03088 419374.82 3737450.46 0.02784 419394.82 3737450.46 0.02534 419414.82 3737450.46 0.02325 419434.82 3737450.46 0.02147 419454.82 3737450.46 0.01992 419474.82 3737450.46 0.01868 419494.82 3737450.46 0.01761 419514.82 3737450.46 0.01667 419534.82 3737450.46 0.01581 419554.82 3737450.46 0.01504 419574.82 3737450.46 0.01435 419594.82 3737450.46 0.01373 419614.82 3737450.46 0.01312 419634.82 3737450.46 0.01260 419654.82 3737450.46 0.01218 419314.82 3737470.46 0.03685 419334.82 3737470.46 0.03200 419354.82 3737470.46 0.02869 419374.82 3737470.46 0.02608 419394.82 3737470.46 0.02389 419414.82 3737470.46 0.02203 419434.82 3737470.46 0.02045 419454.82 3737470.46 0.01918 419474.82 3737470.46 0.01805 419494.82 3737470.46 0.01707 419514.82 3737470.46 0.01620 419534.82 3737470.46 0.01540 419554.82 3737470.46 0.01467 419574.82 3737470.46 0.01403 419594.82 3737470.46 0.01345 419614.82 3737470.46 0.01288 419634.82 3737470.46 0.01240 419654.82 3737470.46 0.01199 Page 77 MainPlace_r.ADO 419314.82 3737490.46 0.03348 419334.82 3737490.46 0.02962 419354.82 3737490.46 0.02666 419374.82 3737490.46 0.02449 419394.82 3737490.46 0.02263 419414.82 3737490.46 0.02104 419434.82 3737490.46 0.01967 419454.82 3737490.46 0.01852 419474.82 3737490.46 0.01749 419494.82 3737490.46 0.01658 419514.82 3737490.46 0.01576 419534.82 3737490.46 0.01502 419554.82 3737490.46 0.01434 419574.82 3737490.46 0.01374 419594.82 3737490.46 0.01319 419614.82 3737490.46 0.01268 419634.82 3737490.46 0.01219 419654.82 3737490.46 0.01186 419294.82 3737510.46 0.03486 419314.82 3737510.46 0.03075 419334.82 3737510.46 0.02762 419354.82 3737510.46 0.02501 419374.82 3737510.46 0.02317 419394.82 3737510.46 0.02157 419414.82 3737510.46 0.02018 419434.82 3737510.46 0.01899 419454.82 3737510.46 0.01793 419474.82 3737510.46 0.01699 419494.82 3737510.46 0.01614 419514.82 3737510.46 0.01538 419534.82 3737510.46 0.01470 419554.82 3737510.46 0.01406 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 33 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , Page 78 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737510.46 - - - - - - 0.01348 419594.82 3737510.46 0.01295 419614.82 3737510.46 0.01247 419634.82 3737510.46 0.01204 419654.82 3737510.46 0.01169 419294.82 3737530.46 0.03210 419314.82 3737530.46 0.02865 419334.82 3737530.46 0.02592 419354.82 3737530.46 0.02374 419374.82 3737530.46 0.02211 419394.82 3737530.46 0.02070 419414.82 3737530.46 0.01947 419434.82 3737530.46 0.01837 419454.82 3737530.46 0.01741 419474.82 3737530.46 0.01654 419494.82 3737530.46 0.01576 419514.82 3737530.46 0.01506 419534.82 3737530.46 0.01442 419554.82 3737530.46 0.01381 419574.82 3737530.46 0.01325 419594.82 3737530.46 0.01274 419614.82 3737530.46 0.01227 419634.82 3737530.46 0.01181 419654.82 3737530.46 0.01146 419274.82 3737550.46 0.03387 419294.82 3737550.46 0.02998 419314.82 3737550.46 0.02701 419334.82 3737550.46 0.02462 419354.82 3737550.46 0.02268 419374.82 3737550.46 0.02121 419394.82 3737550.46 0.01994 419414.82 3737550.46 0.01883 419434.82 3737550.46 0.01783 419454.82 3737550.46 0.01694 419474.82 3737550.46 0.01613 419494.82 Page 79 MainPlace_r.ADO 3737550.46 0.01540 419514.82 3737550.46 0.01474 419534.82 3737550.46 0.01413 419554.82 3737550.46 0.01356 419574.82 3737550.46 0.01304 419594.82 3737550.46 0.01255 419614.82 3737550.46 0.01210 419634.82 3737550.46 0.01167 419654.82 3737550.46 0.01135 419274.82 3737570.46 0.03158 419294.82 3737570.46 0.02824 419314.82 3737570.46 0.02564 419334.82 3737570.46 0.02353 419354.82 3737570.46 0.02177 419374.82 3737570.46 0.02044 419394.82 3737570.46 0.01929 419414.82 3737570.46 0.01826 419434.82 3737570.46 0.01735 419454.82 3737570.46 0.01652 419474.82 3737570.46 0.01576 419494.82 3737570.46 0.01508 419514.82 3737570.46 0.01445 419534.82 3737570.46 0.01388 419554.82 3737570.46 0.01335 419574.82 3737570.46 0.01285 419594.82 3737570.46 0.01238 419614.82 3737570.46 0.01193 419634.82 3737570.46 0.01154 419654.82 3737570.46 0.01125 419254.82 3737590.46 0.03339 419274.82 3737590.46 0.02965 419294.82 3737590.46 0.02678 419314.82 3737590.46 0.02450 419334.82 3737590.46 0.02261 419354.82 3737590.46 0.02100 419374.82 3737590.46 0.01980 419394.82 3737590.46 0.01873 419414.82 3737590.46 0.01777 419434.82 3737590.46 0.01692 419454.82 3737590.46 0.01614 419474.82 3737590.46 0.01543 419494.82 3737590.46 0.01479 419514.82 3737590.46 0.01421 419534.82 3737590.46 0.01368 419554.82 3737590.46 0.01316 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** Page 80 MainPlace_r.ADO *** 15:24:35 PAGE 34 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01268 419594.82 3737590.46 0.01224 419614.82 3737590.46 0.01180 419634.82 3737590.46 0.01142 419654.82 3737590.46 0.01116 419254.82 3737610.46 0.03125 419274.82 3737610.46 0.02813 419294.82 3737610.46 0.02563 419314.82 3737610.46 0.02359 419334.82 3737610.46 0.02187 419354.82 3737610.46 0.02040 419374.82 3737610.46 0.01923 419394.82 3737610.46 0.01822 419414.82 3737610.46 0.01733 419434.82 3737610.46 0.01653 419454.82 3737610.46 0.01581 419474.82 3737610.46 0.01515 419494.82 3737610.46 0.01453 419514.82 3737610.46 0.01398 419534.82 3737610.46 0.01348 419554.82 3737610.46 0.01300 419574.82 3737610.46 0.01255 Page 81 MainPlace_r.ADO 419594.82 3737610.46 0.01213 419614.82 3737610.46 0.01173 419634.82 3737610.46 0.01135 419654.82 3737610.46 0.01111 419254.82 3737630.46 0.02945 419274.82 3737630.46 0.02682 419294.82 3737630.46 0.02465 419314.82 3737630.46 0.02281 419334.82 3737630.46 0.02125 419354.82 3737630.46 0.01989 419374.82 3737630.46 0.01875 419394.82 3737630.46 0.01778 419414.82 3737630.46 0.01694 419434.82 3737630.46 0.01620 419454.82 3737630.46 0.01552 419474.82 3737630.46 0.01489 419494.82 3737630.46 0.01432 419514.82 3737630.46 0.01379 419534.82 3737630.46 0.01330 419554.82 3737630.46 0.01287 419574.82 3737630.46 0.01244 419594.82 3737630.46 0.01205 419614.82 3737630.46 0.01169 419634.82 3737630.46 0.01132 419654.82 3737630.46 0.01113 419234.82 3737650.46 0.03071 419254.82 3737650.46 0.02791 419274.82 3737650.46 0.02568 419294.82 3737650.46 0.02381 419314.82 3737650.46 0.02217 419334.82 3737650.46 0.02073 419354.82 3737650.46 0.01949 419374.82 3737650.46 0.01841 419394.82 3737650.46 0.01745 419414.82 3737650.46 0.01662 419434.82 3737650.46 0.01591 419454.82 3737650.46 0.01527 419474.82 3737650.46 0.01468 419494.82 3737650.46 0.01414 419514.82 3737650.46 0.01363 419534.82 3737650.46 0.01316 419554.82 3737650.46 0.01274 419574.82 3737650.46 0.01235 419594.82 3737650.46 0.01199 419614.82 3737650.46 0.01166 419634.82 3737650.46 0.01137 419654.82 3737650.46 0.01113 419234.82 3737670.46 0.02898 Page 82 419254.82 3737670.46 3737670.46 0.02464 419294.82 3737670.46 3737670.46 0.02150 419334.82 3737670.46 3737670.46 0.01905 419374.82 3737670.46 3737670.46 0.01713 419414.82 3737670.46 3737670.46 0.01567 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.02658 419274.82 0.02296 419314.82 0.02021 419354.82 0.01633 419434.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 15:24:35 PAGE 35 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 0.01507 419474.82 3737670.46 0.01451 419494.82 3737670.46 0.01399 419514.82 3737670.46 0.01351 419534.82 3737670.46 0.01306 419554.82 3737670.46 0.01265 419574.82 3737670.46 0.01229 419594.82 3737670.46 0.01195 419614.82 3737670.46 0.01164 419634.82 Page 83 MainPlace_r.ADO 3737670.46 0.01135 419654.82 3737670.46 0.01115 419234.82 3737690.46 0.02747 419254.82 3737690.46 0.02543 419274.82 3737690.46 0.02371 419294.82 3737690.46 0.02221 419314.82 3737690.46 0.02089 419334.82 3737690.46 0.01972 419354.82 3737690.46 0.01864 419374.82 3737690.46 0.01770 419394.82 3737690.46 0.01685 419414.82 3737690.46 0.01609 419434.82 3737690.46 0.01547 419454.82 3737690.46 0.01491 419474.82 3737690.46 0.01438 419494.82 3737690.46 0.01389 419514.82 3737690.46 0.01343 419534.82 3737690.46 0.01300 419554.82 3737690.46 0.01261 419574.82 3737690.46 0.01227 419594.82 3737690.46 0.01195 419614.82 3737690.46 0.01165 419634.82 3737690.46 0.01138 419654.82 3737690.46 0.01119 419234.82 3737710.46 0.02632 419254.82 3737710.46 0.02451 419274.82 3737710.46 0.02296 419294.82 3737710.46 0.02160 419314.82 3737710.46 0.02040 419334.82 3737710.46 0.01932 419354.82 3737710.46 0.01833 419374.82 3737710.46 0.01743 419394.82 3737710.46 0.01662 419414.82 3737710.46 0.01591 419434.82 3737710.46 0.01534 419454.82 3737710.46 0.01480 419474.82 3737710.46 0.01430 419494.82 3737710.46 0.01383 419514.82 3737710.46 0.01338 419534.82 3737710.46 0.01295 419554.82 3737710.46 0.01260 419574.82 3737710.46 0.01227 419594.82 3737710.46 0.01196 419614.82 3737710.46 0.01170 419634.82 3737710.46 0.01145 419654.82 3737710.46 0.01126 419234.82 3737730.46 0.02542 419254.82 3737730.46 0.02376 419274.82 Page 84 MainPlace_r.ADO 3737730.46 0.02236 419294.82 3737730.46 0.02112 419314.82 3737730.46 0.02002 419334.82 3737730.46 0.01902 419354.82 3737730.46 0.01809 419374.82 3737730.46 0.01725 419394.82 3737730.46 0.01648 419414.82 3737730.46 0.01581 419434.82 3737730.46 0.01525 419454.82 3737730.46 0.01473 419474.82 3737730.46 0.01428 419494.82 3737730.46 0.01385 419514.82 3737730.46 0.01343 419534.82 3737730.46 0.01301 419554.82 3737730.46 0.01267 419574.82 3737730.46 0.01234 419594.82 3737730.46 0.01204 419614.82 3737730.46 0.01177 419634.82 3737730.46 0.01154 419654.82 3737730.46 0.01137 419234.82 3737750.46 0.02472 419254.82 3737750.46 0.02319 419274.82 3737750.46 0.02189 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 36 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM_10 IN MICROGRAMS/M**3 ** Page 85 MainPlace_r.ADO X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - - 0.02076 419314.82 3737750.46 0.01976 419334.82 3737750.46 0.01883 419354.82 3737750.46 0.01794 419374.82 3737750.46 0.01715 419394.82 3737750.46 0.01643 419414.82 3737750.46 0.01579 419434.82 3737750.46 0.01522 419454.82 3737750.46 0.01473 419474.82 3737750.46 0.01432 419494.82 3737750.46 0.01393 419514.82 3737750.46 0.01354 419534.82 3737750.46 0.01315 419554.82 3737750.46 0.01280 419574.82 3737750.46 0.01247 419594.82 3737750.46 0.01217 419614.82 3737750.46 0.01189 419634.82 3737750.46 0.01170 419654.82 3737750.46 0.01151 419234.82 3737770.46 0.02414 419254.82 3737770.46 0.02283 419274.82 3737770.46 0.02162 419294.82 3737770.46 0.02056 419314.82 3737770.46 0.01963 419334.82 3737770.46 0.01874 419354.82 3737770.46 0.01789 419374.82 3737770.46 0.01711 419394.82 3737770.46 0.01644 419414.82 3737770.46 0.01584 419434.82 3737770.46 0.01528 419454.82 3737770.46 0.01481 419474.82 3737770.46 0.01442 419494.82 3737770.46 0.01405 419514.82 3737770.46 0.01368 419534.82 3737770.46 0.01329 419554.82 3737770.46 0.01298 419574.82 3737770.46 0.01266 419594.82 3737770.46 0.01235 419614.82 3737770.46 0.01210 419634.82 3737770.46 0.01192 419654.82 3737770.46 0.01175 419254.82 3737790.46 0.02250 419274.82 3737790.46 0.02149 419294.82 3737790.46 0.02053 Page 86 MainPlace_r.ADO 419314.82 3737790.46 0.01965 419334.82 3737790.46 0.01881 419354.82 3737790.46 0.01798 419374.82 3737790.46 0.01722 419394.82 3737790.46 0.01657 419414.82 3737790.46 0.01599 419434.82 3737790.46 0.01545 419454.82 3737790.46 0.01499 419474.82 3737790.46 0.01462 419494.82 3737790.46 0.01426 419514.82 3737790.46 0.01390 419534.82 3737790.46 0.01352 419554.82 3737790.46 0.01321 419574.82 3737790.46 0.01290 419594.82 3737790.46 0.01260 419614.82 3737790.46 0.01236 419634.82 3737790.46 0.01221 419654.82 3737790.46 0.01205 419274.82 3737810.46 0.02155 419294.82 3737810.46 0.02070 419314.82 3737810.46 0.01989 419334.82 3737810.46 0.01909 419354.82 3737810.46 0.01827 419374.82 3737810.46 0.01752 419394.82 3737810.46 0.01686 419414.82 3737810.46 0.01628 419434.82 3737810.46 0.01574 419454.82 3737810.46 0.01528 419474.82 3737810.46 0.01494 419494.82 3737810.46 0.01460 419514.82 3737810.46 0.01423 419534.82 3737810.46 0.01385 419554.82 3737810.46 0.01351 419574.82 3737810.46 0.01320 419594.82 3737810.46 0.01294 419614.82 3737810.46 0.01271 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 37 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , Page 87 *** MainPlace r.ADO L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 - - - - - - 0.01259 419654.82 3737810.46 0.01243 419294.82 3737830.46 0.02121 419314.82 3737830.46 0.02052 419334.82 3737830.46 0.01974 419354.82 3737830.46 0.01892 419374.82 3737830.46 0.01816 419394.82 3737830.46 0.01751 419414.82 3737830.46 0.01691 419434.82 3737830.46 0.01623 419454.82 3737830.46 0.01574 419474.82 3737830.46 0.01544 419494.82 3737830.46 0.01513 419514.82 3737830.46 0.01475 419534.82 3737830.46 0.01436 419554.82 3737830.46 0.01399 419574.82 3737830.46 0.01368 419594.82 3737830.46 0.01343 419614.82 3737830.46 0.01327 419634.82 3737830.46 0.01316 419654.82 3737830.46 0.01301 419314.82 3737850.46 0.02159 419334.82 3737850.46 0.02082 419354.82 3737850.46 0.02000 419374.82 3737850.46 0.01930 419394.82 3737850.46 0.01862 419414.82 3737850.46 0.01793 419434.82 3737850.46 0.01717 419454.82 3737850.46 0.01663 419474.82 3737850.46 0.01629 419494.82 3737850.46 0.01593 419514.82 Page 88 MainPlace_r.ADO 3737850.46 0.01546 419534.82 3737850.46 0.01507 419554.82 3737850.46 0.01473 419574.82 3737850.46 0.01443 419594.82 3737850.46 0.01419 419614.82 3737850.46 0.01406 419634.82 3737850.46 0.01395 419654.82 3737850.46 0.01380 419514.82 3737870.46 0.01652 419534.82 3737870.46 0.01618 419554.82 3737870.46 0.01599 419574.82 3737870.46 0.01576 419594.82 3737870.46 0.01551 419614.82 3737870.46 0.01529 419634.82 3737870.46 0.01512 419654.82 3737870.46 0.01501 419514.82 3737890.46 0.02091 419534.82 3737890.46 0.02056 419554.82 3737890.46 0.02035 419574.82 3737890.46 0.02015 419594.82 3737890.46 0.01993 419614.82 3737890.46 0.01976 419634.82 3737890.46 0.01971 419654.82 3737890.46 0.01979 419674.82 3737890.46 0.01951 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 38 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 Page 89 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.10844 - - (16090823) 419414.82 3737330.46 0.09664 (14043022) 419434.82 3737330.46 0.08699 (14043022) 419454.82 3737330.46 0.07948 (14043022) 419474.82 3737330.46 0.07287 (12090923) 419494.82 3737330.46 0.06727 (12090923) 419514.82 3737330.46 0.06198 (14082502) 419534.82 3737330.46 0.05798 (14082502) 419554.82 3737330.46 0.05446 (14082502) 419574.82 3737330.46 0.05158 (14082502) 419594.82 3737330.46 0.04881 (12082601) 419614.82 3737330.46 0.04708 (14051520) 419634.82 3737330.46 0.04548 (14051520) 419654.82 3737330.46 0.04393 (14051520) 419374.82 3737350.46 0.11448 (16090823) 419394.82 3737350.46 0.10151 (14043022) 419414.82 3737350.46 0.09127 (14043022) 419434.82 3737350.46 0.08263 (14043022) 419454.82 3737350.46 0.07499 (12090923) 419474.82 3737350.46 0.06950 (12090923) 419494.82 3737350.46 0.06403 (12090923) 419514.82 3737350.46 0.05985 (14082502) 419534.82 3737350.46 0.05653 (14072805) 419554.82 3737350.46 0.05352 (14072805) 419574.82 3737350.46 0.05096 (12082601) 419594.82 3737350.46 0.04878 (14051520) 419614.82 3737350.46 0.04683 (14051520) 419634.82 3737350.46 0.04502 (14051520) 419654.82 3737350.46 0.04318 (14051520) 419374.82 3737370.46 0.10572 (14043022) 419394.82 3737370.46 0.09459 (14043022) 419414.82 3737370.46 0.08563 (14043022) 419434.82 3737370.46 0.07773 (12090923) 419454.82 3737370.46 0.07171 (12090923) 419474.82 3737370.46 0.06644 (12090923) 419494.82 3737370.46 0.06171 (14072805) 419514.82 3737370.46 0.05732 (14082502) 419534.82 3737370.46 0.05419 (14072805) 419554.82 3737370.46 0.05151 (12082601) 419574.82 3737370.46 0.04921 (14051520) 419594.82 3737370.46 0.04740 (14051520) 419614.82 3737370.46 0.04535 (14051520) Page 90 MainPlace r.ADO 419634.82 3737370.46 0.04368 (14080220) 419654.82 3737370.46 0.04225 (14080220) 419354.82 3737390.46 0.11095 (14043022) 419374.82 3737390.46 0.09810 (14043022) 419394.82 3737390.46 0.08829 (14043022) 419414.82 3737390.46 0.08010 (12090923) 419434.82 3737390.46 0.07394 (12090923) 419454.82 3737390.46 0.06831 (12090923) 419474.82 3737390.46 0.06416 (14072805) 419494.82 3737390.46 0.06008 (14072805) 419514.82 3737390.46 0.05604 (14072805) 419534.82 3737390.46 0.05296 (12082601) 419554.82 3737390.46 0.05066 (14051520) 419574.82 3737390.46 0.04840 (14051520) 419594.82 3737390.46 0.04619 (14051520) 419614.82 3737390.46 0.04441 (14080220) 419634.82 3737390.46 0.04289 (14080220) 419654.82 3737390.46 0.04138 (14080220) 419354.82 3737410.46 0.10222 (14043022) 419374.82 3737410.46 0.09141 (14043022) 419394.82 3737410.46 0.08245 (12090923) 419414.82 3737410.46 0.07592 (12090923) 419434.82 3737410.46 0.07022 (12090923) 419454.82 3737410.46 0.06566 (14072805) 419474.82 3737410.46 0.06191 (14072805) 419494.82 3737410.46 0.05840 (14072805) 419514.82 3737410.46 0.05499 (14072805) 419534.82 3737410.46 0.05217 (14051520) 419554.82 3737410.46 0.04973 (14051520) 419574.82 3737410.46 0.04743 (14051520) 419594.82 3737410.46 0.04546 (14080220) 419614.82 3737410.46 0.04373 (14080220) 419634.82 3737410.46 0.04205 (14080220) 419654.82 3737410.46 0.04040 (14080220) 419334.82 3737430.46 0.10628 (14043022) 419354.82 3737430.46 0.09473 (14043022) 419374.82 3737430.46 0.08513 (12090923) 419394.82 3737430.46 0.07813 (12090923) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 39 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** Page 91 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07212 - - (12090923) 419434.82 3737430.46 0.06751 (14072805) 419454.82 3737430.46 0.06383 (14072805) 419474.82 3737430.46 0.06012 (14072805) 419494.82 3737430.46 0.05654 (14072805) 419514.82 3737430.46 0.05354 (14051520) 419534.82 3737430.46 0.05086 (14051520) 419554.82 3737430.46 0.04831 (14051520) 419574.82 3737430.46 0.04624 (14080220) 419594.82 3737430.46 0.04430 (14080220) 419614.82 3737430.46 0.04232 (14080220) 419634.82 3737430.46 0.04055 (14080220) 419654.82 3737430.46 0.03918 (14080220) 419334.82 3737450.46 0.09833 (14043022) 419354.82 3737450.46 0.08855 (12090923) 419374.82 3737450.46 0.08061 (12090923) 419394.82 3737450.46 0.07421 (12090923) 419414.82 3737450.46 0.06929 (14072805) 419434.82 3737450.46 0.06511 (14072805) 419454.82 3737450.46 0.06168 (14072805) 419474.82 3737450.46 0.05796 (14072805) 419494.82 3737450.46 0.05482 (14051520) 419514.82 3737450.46 0.05197 (14051520) 419534.82 3737450.46 0.04934 (14051520) 419554.82 3737450.46 0.04731 (14080220) 419574.82 3737450.46 0.04523 (14080220) 419594.82 3737450.46 0.04316 (14080220) 419614.82 3737450.46 0.04115 (14080220) 419634.82 3737450.46 0.03923 (14080220) 419654.82 Page 92 MainPlace r.ADO 3737450.46 0.03824 (12082402) 419314.82 3737470.46 0.10136 (14043022) 419334.82 3737470.46 0.09157 (12090923) 419354.82 3737470.46 0.08347 (12090923) 419374.82 3737470.46 0.07633 (12090923) 419394.82 3737470.46 0.07093 (14072805) 419414.82 3737470.46 0.06676 (14072805) 419434.82 3737470.46 0.06297 (14072805) 419454.82 3737470.46 0.05901 (14072805) 419474.82 3737470.46 0.05586 (14051520) 419494.82 3737470.46 0.05291 (14051520) 419514.82 3737470.46 0.05023 (14080220) 419534.82 3737470.46 0.04817 (14080220) 419554.82 3737470.46 0.04625 (14080220) 419574.82 3737470.46 0.04414 (14080220) 419594.82 3737470.46 0.04202 (14080220) 419614.82 3737470.46 0.04004 (14090603) 419634.82 3737470.46 0.03846 (12082402) 419654.82 3737470.46 0.03760 (12082402) 419314.82 3737490.46 0.09422 (12090923) 419334.82 3737490.46 0.08619 (12090923) 419354.82 3737490.46 0.07905 (12082404) 419374.82 3737490.46 0.07317 (14072805) 419394.82 3737490.46 0.06841 (14072805) 419414.82 3737490.46 0.06410 (14072805) 419434.82 3737490.46 0.06017 (14111124) 419454.82 3737490.46 0.05689 (14051520) 419474.82 3737490.46 0.05383 (14051520) 419494.82 3737490.46 0.05124 (14080220) 419514.82 3737490.46 0.04906 (14080220) 419534.82 3737490.46 0.04696 (14080220) 419554.82 3737490.46 0.04499 (14080220) 419574.82 3737490.46 0.04292 (12082006) 419594.82 3737490.46 0.04098 (12082402) 419614.82 3737490.46 0.03943 (12082402) 419634.82 3737490.46 0.03797 (12082402) 419654.82 3737490.46 0.03695 (16081204) 419294.82 3737510.46 0.09753 (14043022) 419314.82 3737510.46 0.08861 (12090923) 419334.82 3737510.46 0.08113 (12090923) 419354.82 3737510.46 0.07554 (14072805) 419374.82 3737510.46 0.07029 (14072805) 419394.82 3737510.46 0.06570 (14072805) 419414.82 3737510.46 0.06143 (14111124) 419434.82 3737510.46 0.05797 (14051520) 419454.82 3737510.46 0.05481 (16072303) 419474.82 3737510.46 0.05221 (14080220) 419494.82 3737510.46 0.04995 (14080220) 419514.82 Page 93 MainPlace r.ADO 3737510.46 0.04774 (14080220) 419534.82 3737510.46 0.04546 (12082006) 419554.82 3737510.46 0.04359 (12082006) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 40 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04176 - - (12082402) 419594.82 3737510.46 0.04025 (12082402) 419614.82 3737510.46 0.03885 (12082402) 419634.82 3737510.46 0.03768 (12083121) 419654.82 3737510.46 0.03684 (12083121) 419294.82 3737530.46 0.09116 (12090923) 419314.82 3737530.46 0.08318 (12090923) 419334.82 3737530.46 0.07725 (14072805) 419354.82 3737530.46 0.07230 (14072805) 419374.82 3737530.46 0.06725 (14072805) 419394.82 3737530.46 0.06282 (13092105) 419414.82 3737530.46 0.05922 (13092105) 419434.82 3737530.46 0.05596 (16072303) 419454.82 3737530.46 0.05323 (14080220) 419474.82 3737530.46 0.05081 (14080220) 419494.82 3737530.46 0.04850 (14080220) Page 94 MainPlace r.ADO 419514.82 3737530.46 0.04620 (12082006) 419534.82 3737530.46 0.04389 (12082006) 419554.82 3737530.46 0.04234 (12082402) 419574.82 3737530.46 0.04081 (12082402) 419594.82 3737530.46 0.03945 (16081204) 419614.82 3737530.46 0.03856 (12083121) 419634.82 3737530.46 0.03797 (12083121) 419654.82 3737530.46 0.03688 (12083121) 419274.82 3737550.46 0.09333 (12090923) 419294.82 3737550.46 0.08483 (12090923) 419314.82 3737550.46 0.07882 (14072805) 419334.82 3737550.46 0.07361 (14072805) 419354.82 3737550.46 0.06887 (14111124) 419374.82 3737550.46 0.06438 (13092105) 419394.82 3737550.46 0.06055 (13092105) 419414.82 3737550.46 0.05716 (16072303) 419434.82 3737550.46 0.05432 (14080220) 419454.82 3737550.46 0.05178 (14080220) 419474.82 3737550.46 0.04938 (12082006) 419494.82 3737550.46 0.04716 (12082006) 419514.82 3737550.46 0.04492 (12082402) 419534.82 3737550.46 0.04308 (12082402) 419554.82 3737550.46 0.04145 (16081204) 419574.82 3737550.46 0.04011 (12083121) 419594.82 3737550.46 0.03901 (12083121) 419614.82 3737550.46 0.03814 (12083121) 419634.82 3737550.46 0.03731 (12083121) 419654.82 3737550.46 0.03613 (12083121) 419274.82 3737570.46 0.08617 (12090923) 419294.82 3737570.46 0.07994 (14072805) 419314.82 3737570.46 0.07485 (14072805) 419334.82 3737570.46 0.06987 (14072805) 419354.82 3737570.46 0.06591 (13092105) 419374.82 3737570.46 0.06199 (13092105) 419394.82 3737570.46 0.05852 (16072303) 419414.82 3737570.46 0.05544 (14080220) 419434.82 3737570.46 0.05276 (12082006) 419454.82 3737570.46 0.05031 (12082006) 419474.82 3737570.46 0.04794 (12082006) 419494.82 3737570.46 0.04586 (12082402) 419514.82 3737570.46 0.04392 (12082402) 419534.82 3737570.46 0.04223 (12083121) 419554.82 3737570.46 0.04083 (12083121) 419574.82 3737570.46 0.03957 (12083121) 419594.82 3737570.46 0.03856 (12083121) 419614.82 3737570.46 0.03759 (12083121) 419634.82 3737570.46 0.03677 (12083121) 419654.82 3737570.46 0.03555 (13050220) Page 95 MainPlace_r.ADO 419254.82 3737590.46 0.08772 (14082502) 3737590.46 0.08101 (14072805) 419294.82 3737590.46 0.07566 (14072805) 3737590.46 0.07078 (14072805) 419334.82 3737590.46 0.06656 (14051520) 3737590.46 0.06319 (13092105) 419374.82 3737590.46 0.05969 (14101503) 3737590.46 0.05659 (14101503) 419414.82 3737590.46 0.05383 (12082006) 3737590.46 0.05123 (12082006) 419454.82 3737590.46 0.04872 (12082006) 3737590.46 0.04667 (12082402) 419494.82 3737590.46 0.04483 (12071901) 3737590.46 0.04313 (12083121) 419534.82 3737590.46 0.04136 (12083121) 3737590.46 0.04011 (12083121) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 41 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 0.03886 (12083121) 419594.82 3737590.46 0.03789 (13050220) 419614.82 3737590.46 0.03708 (13050220) 419634.82 Page 96 MainPlace r.ADO 3737590.46 0.03659 (13050220) 419654.82 3737590.46 0.03530 (13050220) 419254.82 3737610.46 0.08212 (14082502) 419274.82 3737610.46 0.07625 (14072805) 419294.82 3737610.46 0.07129 (14051520) 419314.82 3737610.46 0.06721 (14051520) 419334.82 3737610.46 0.06358 (14080220) 419354.82 3737610.46 0.06068 (14101503) 419374.82 3737610.46 0.05770 (12082006) 419394.82 3737610.46 0.05489 (12082006) 419414.82 3737610.46 0.05215 (12082006) 419434.82 3737610.46 0.04964 (12082402) 419454.82 3737610.46 0.04755 (14071903) 419474.82 3737610.46 0.04576 (12083121) 419494.82 3737610.46 0.04414 (12083121) 419514.82 3737610.46 0.04243 (12083121) 419534.82 3737610.46 0.04074 (12083121) 419554.82 3737610.46 0.03934 (13050220) 419574.82 3737610.46 0.03826 (13050220) 419594.82 3737610.46 0.03734 (13050220) 419614.82 3737610.46 0.03644 (13050220) 419634.82 3737610.46 0.03599 (13050220) 419654.82 3737610.46 0.03465 (14082506) 419254.82 3737630.46 0.07689 (12082601) 419274.82 3737630.46 0.07175 (14051520) 419294.82 3737630.46 0.06735 (14051520) 419314.82 3737630.46 0.06397 (14080220) 419334.82 3737630.46 0.06119 (14080220) 419354.82 3737630.46 0.05840 (12082006) 419374.82 3737630.46 0.05570 (12082006) 419394.82 3737630.46 0.05304 (14101723) 419414.82 3737630.46 0.05065 (14071903) 419434.82 3737630.46 0.04855 (12083121) 419454.82 3737630.46 0.04673 (12083121) 419474.82 3737630.46 0.04499 (12083121) 419494.82 3737630.46 0.04331 (12083121) 419514.82 3737630.46 0.04167 (12083121) 419534.82 3737630.46 0.04022 (13050220) 419554.82 3737630.46 0.03884 (13050220) 419574.82 3737630.46 0.03768 (13050220) 419594.82 3737630.46 0.03665 (14082506) 419614.82 3737630.46 0.03565 (14082506) 419634.82 3737630.46 0.03516 (16092020) 419654.82 3737630.46 0.03428 (14080301) 419234.82 3737650.46 0.07836 (14082502) 419254.82 3737650.46 0.07288 (14051520) 419274.82 3737650.46 0.06798 (14080220) 419294.82 3737650.46 0.06428 (14080220) 419314.82 Page 97 MainPlace_r.ADO 3737650.46 0.06105 (14080220) 419334.82 3737650.46 0.05821 (14080220) 3737650.46 0.05577 (12082006) 419374.82 3737650.46 0.05346 (12082402) 3737650.46 0.05137 (12071901) 419414.82 3737650.46 0.04961 (12083121) 3737650.46 0.04769 (12083121) 419454.82 3737650.46 0.04583 (12083121) 3737650.46 0.04402 (12083121) 419494.82 3737650.46 0.04243 (13050220) 3737650.46 0.04106 (13050220) 419534.82 3737650.46 0.03974 (13050220) 3737650.46 0.03845 (14082506) 419574.82 3737650.46 0.03720 (14082506) 3737650.46 0.03610 (14082504) 419614.82 3737650.46 0.03507 (14082504) 3737650.46 0.03438 (14082503) 419654.82 3737650.46 0.03381 (14082503) 3737670.46 0.07452 (14051520) 419254.82 3737670.46 0.06970 (14080220) 3737670.46 0.06542 (14080220) 419294.82 3737670.46 0.06175 (14080220) 3737670.46 0.05850 (14080220) 419334.82 3737670.46 0.05608 (12082402) 3737670.46 0.05394 (12082402) 419374.82 3737670.46 0.05213 (12083121) 3737670.46 0.05037 (12083121) 419414.82 3737670.46 0.04863 (12083121) 3737670.46 0.04662 (12083121) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 42 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 12/29/18 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 Page 98 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** ** MainPlace_r.ADO *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04477 - - (13050220) 419474.82 3737670.46 0.04322 (13050220) 419494.82 3737670.46 0.04174 (13050220) 419514.82 3737670.46 0.04035 (14082506) 419534.82 3737670.46 0.03912 (14082506) 419554.82 3737670.46 0.03805 (14080301) 419574.82 3737670.46 0.03690 (14082504) 419594.82 3737670.46 0.03589 (14082503) 419614.82 3737670.46 0.03486 (14082503) 419634.82 3737670.46 0.03414 (14082503) 419654.82 3737670.46 0.03360 (14082503) 419234.82 3737690.46 0.07172 (14080220) 419254.82 3737690.46 0.06709 (14080220) 419274.82 3737690.46 0.06298 (14080220) 419294.82 3737690.46 0.05949 (12082402) 419314.82 3737690.46 0.05678 (12082402) 419334.82 3737690.46 0.05456 (12083121) 419354.82 3737690.46 0.05292 (12083121) 419374.82 3737690.46 0.05109 (12083121) 419394.82 3737690.46 0.04922 (12083121) 419414.82 3737690.46 0.04740 (13050220) 419434.82 3737690.46 0.04566 (13050220) 419454.82 3737690.46 0.04397 (13050220) 419474.82 3737690.46 0.04240 (14082506) 419494.82 3737690.46 0.04104 (14080301) 419514.82 3737690.46 0.03994 (14080301) 419534.82 3737690.46 0.03890 (14080301) 419554.82 3737690.46 0.03789 (14080301) 419574.82 3737690.46 0.03676 (14082503) 419594.82 3737690.46 0.03579 (14082503) 419614.82 3737690.46 0.03475 (14082503) 419634.82 3737690.46 0.03404 (15072203) 419654.82 3737690.46 0.03361 (15072203) 419234.82 3737710.46 0.06868 (14080220) 419254.82 3737710.46 0.06429 (14080220) 419274.82 3737710.46 0.06065 (14082402) 419294.82 3737710.46 0.05775 (12091303) 419314.82 3737710.46 0.05533 (12083121) Page 99 MainPlace r.ADO 419334.82 3737710.46 0.05339 (12083121) 419354.82 3737710.46 0.05159 (12083121) 419374.82 3737710.46 0.04986 (13050220) 419394.82 3737710.46 0.04817 (13050220) 419414.82 3737710.46 0.04652 (13050220) 419434.82 3737710.46 0.04479 (16092020) 419454.82 3737710.46 0.04331 (14080301) 419474.82 3737710.46 0.04199 (14080301) 419494.82 3737710.46 0.04077 (14080301) 419514.82 3737710.46 0.03971 (14080301) 419534.82 3737710.46 0.03887 (14080301) 419554.82 3737710.46 0.03769 (16080705) 419574.82 3737710.46 0.03674 (14082503) 419594.82 3737710.46 0.03586 (15072203) 419614.82 3737710.46 0.03496 (15072203) 419634.82 3737710.46 0.03437 (15072203) 419654.82 3737710.46 0.03373 (14082401) 419234.82 3737730.46 0.06552 (14082402) 419254.82 3737730.46 0.06193 (14082402) 419274.82 3737730.46 0.05894 (12091303) 419294.82 3737730.46 0.05630 (12083121) 419314.82 3737730.46 0.05402 (13050220) 419334.82 3737730.46 0.05221 (13050220) 419354.82 3737730.46 0.05054 (13050220) 419374.82 3737730.46 0.04886 (13050220) 419394.82 3737730.46 0.04718 (16092020) 419414.82 3737730.46 0.04589 (14080301) 419434.82 3737730.46 0.04442 (14080301) 419454.82 3737730.46 0.04302 (14080301) 419474.82 3737730.46 0.04146 (16080705) 419494.82 3737730.46 0.04025 (14082503) 419514.82 3737730.46 0.03920 (14082503) 419534.82 3737730.46 0.03847 (15072203) 419554.82 3737730.46 0.03754 (15072203) 419574.82 3737730.46 0.03678 (15072203) 419594.82 3737730.46 0.03603 (15072203) 419614.82 3737730.46 0.03536 (15072203) 419634.82 3737730.46 0.03466 (14082401) 419654.82 3737730.46 0.03416 (15072203) 419234.82 3737750.46 0.06241 (14082402) 419254.82 3737750.46 0.06003 (12091303) 419274.82 3737750.46 0.05739 (13050220) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 43 Page 100 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** ** 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - 0.05512 - - (13050220) 419314.82 3737750.46 0.05297 (13050220) 419334.82 3737750.46 0.05116 (13050220) 419354.82 3737750.46 0.04950 (14082506) 419374.82 3737750.46 0.04816 (14080301) 419394.82 3737750.46 0.04671 (14080301) 419414.82 3737750.46 0.04527 (14080301) 419434.82 3737750.46 0.04401 (14080301) 419454.82 3737750.46 0.04263 (14080301) 419474.82 3737750.46 0.04122 (15072203) 419494.82 3737750.46 0.04012 (15072203) 419514.82 3737750.46 0.03912 (14082401) 419534.82 3737750.46 0.03838 (14082401) 419554.82 3737750.46 0.03764 (14082401) 419574.82 3737750.46 0.03696 (14082401) 419594.82 3737750.46 0.03634 (14082401) 419614.82 3737750.46 0.03589 (13070222) 419634.82 3737750.46 0.03522 (13070222) 419654.82 3737750.46 0.03507 (13070222) 419234.82 3737770.46 0.06028 (15101101) 419254.82 3737770.46 0.05728 (13050220) 419274.82 3737770.46 0.05585 (13050220) 419294.82 3737770.46 0.05404 (14082506) 419314.82 3737770.46 0.05207 (14082506) 419334.82 3737770.46 0.05042 (14082504) 419354.82 Page 101 MainPlace r.ADO 3737770.46 0.04912 (14080301) 419374.82 3737770.46 0.04775 (14080301) 419394.82 3737770.46 0.04618 (16080705) 419414.82 3737770.46 0.04477 (15072203) 419434.82 3737770.46 0.04374 (15072203) 419454.82 3737770.46 0.04267 (15072203) 419474.82 3737770.46 0.04143 (15072203) 419494.82 3737770.46 0.04038 (14082401) 419514.82 3737770.46 0.03940 (14082401) 419534.82 3737770.46 0.03880 (13070222) 419554.82 3737770.46 0.03801 (13070222) 419574.82 3737770.46 0.03749 (13070222) 419594.82 3737770.46 0.03720 (13070222) 419614.82 3737770.46 0.03677 (13070222) 419634.82 3737770.46 0.03618 (12082401) 419654.82 3737770.46 0.03595 (12082401) 419254.82 3737790.46 0.05630 (14070106) 419274.82 3737790.46 0.05493 (14082504) 419294.82 3737790.46 0.05332 (14082503) 419314.82 3737790.46 0.05169 (14082503) 419334.82 3737790.46 0.05016 (14082503) 419354.82 3737790.46 0.04873 (14082503) 419374.82 3737790.46 0.04748 (15072203) 419394.82 3737790.46 0.04614 (15072203) 419414.82 3737790.46 0.04492 (15072203) 419434.82 3737790.46 0.04396 (15072203) 419454.82 3737790.46 0.04296 (15072203) 419474.82 3737790.46 0.04187 (13070222) 419494.82 3737790.46 0.04094 (13070222) 419514.82 3737790.46 0.04023 (13070222) 419534.82 3737790.46 0.03986 (13070222) 419554.82 3737790.46 0.03918 (12082401) 419574.82 3737790.46 0.03891 (12082401) 419594.82 3737790.46 0.03857 (12082401) 419614.82 3737790.46 0.03822 (12082401) 419634.82 3737790.46 0.03768 (12082401) 419654.82 3737790.46 0.03751 (12082401) 419274.82 3737810.46 0.05510 (14082503) 419294.82 3737810.46 0.05326 (14082503) 419314.82 3737810.46 0.05157 (15072203) 419334.82 3737810.46 0.05012 (15072203) 419354.82 3737810.46 0.04875 (15072203) 419374.82 3737810.46 0.04760 (14112721) 419394.82 3737810.46 0.04643 (13070222) 419414.82 3737810.46 0.04543 (13070222) 419434.82 3737810.46 0.04472 (13070222) 419454.82 3737810.46 0.04406 (13070222) 419474.82 3737810.46 0.04314 (12082401) 419494.82 Page 102 MainPlace_r.ADO 3737810.46 0.04237 (12082401) 419514.82 3737810.46 0.04188 (12082401) 3737810.46 0.04166 (12082401) 419554.82 3737810.46 0.04129 (12082401) 3737810.46 0.04104 (12082401) 419594.82 3737810.46 0.04072 (12082401) 3737810.46 0.04049 (16092706) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 44 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419534.82 419574.82 419614.82 12/29/18 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f fflu.... *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.03989 - - (16092706) 419654.82 3737810.46 0.04011 (16092706) 419294.82 3737830.46 0.05481 (15031423) 419314.82 3737830.46 0.05441 (14012121) 419334.82 3737830.46 0.05368 (13092424) 419354.82 3737830.46 0.05256 (13092424) 419374.82 3737830.46 0.05117 (14112721) 419394.82 3737830.46 0.05001 (14112721) 419414.82 3737830.46 0.04876 (14112721) 419434.82 3737830.46 0.04741 (14112721) 419454.82 3737830.46 0.04628 (12082401) 419474.82 3737830.46 0.04557 (12082401) Page 103 MainPlace r.ADO 419494.82 3737830.46 0.04482 (12082401) 419514.82 3737830.46 0.04452 (12082401) 419534.82 3737830.46 0.04440 (12082401) 419554.82 3737830.46 0.04412 (16092706) 419574.82 3737830.46 0.04413 (16092706) 419594.82 3737830.46 0.04395 (16092706) 419614.82 3737830.46 0.04358 (16092706) 419634.82 3737830.46 0.04320 (16092706) 419654.82 3737830.46 0.04347 (16092706) 419314.82 3737850.46 0.06063 (15031423) 419334.82 3737850.46 0.05965 (15031423) 419354.82 3737850.46 0.05845 (14012121) 419374.82 3737850.46 0.05716 (16042004) 419394.82 3737850.46 0.05571 (16042004) 419414.82 3737850.46 0.05412 (16042004) 419434.82 3737850.46 0.05246 (16042004) 419454.82 3737850.46 0.05097 (12112224) 419474.82 3737850.46 0.04987 (14112721) 419494.82 3737850.46 0.04901 (14082106) 419514.82 3737850.46 0.04906 (16092706) 419534.82 3737850.46 0.04890 (16092706) 419554.82 3737850.46 0.04872 (16092706) 419574.82 3737850.46 0.04875 (16092706) 419594.82 3737850.46 0.04861 (16091924) 419614.82 3737850.46 0.04838 (16091924) 419634.82 3737850.46 0.04823 (16091924) 419654.82 3737850.46 0.04893 (16092619) 419514.82 3737870.46 0.05719 (12080802) 419534.82 3737870.46 0.05730 (12080802) 419554.82 3737870.46 0.05669 (12080802) 419574.82 3737870.46 0.05670 (12080802) 419594.82 3737870.46 0.05690 (12080802) 419614.82 3737870.46 0.05713 (12080802) 419634.82 3737870.46 0.05743 (12080802) 419654.82 3737870.46 0.05781 (12080802) 419514.82 3737890.46 0.06506 (16092006) 419534.82 3737890.46 0.06438 (14092120) 419554.82 3737890.46 0.06400 (14092120) 419574.82 3737890.46 0.06385 (14092120) 419594.82 3737890.46 0.06398 (14120717) 419614.82 3737890.46 0.06408 (14120717) 419634.82 3737890.46 0.06414 (14082505) 419654.82 3737890.46 0.06473 (14082505) 419674.82 3737890.46 0.06575 (12080802) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 Page 104 MainPlace r.ADO PAGE 45 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 1-HR AVERAGE CONCENTRATION , L0006932 , L0006955 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.10844 - - (16090823) 419414.82 3737330.46 0.09664 (14043022) 419434.82 3737330.46 0.08699 (14043022) 419454.82 3737330.46 0.07948 (14043022) 419474.82 3737330.46 0.07287 (12090923) 419494.82 3737330.46 0.06727 (12090923) 419514.82 3737330.46 0.06198 (14082502) 419534.82 3737330.46 0.05798 (14082502) 419554.82 3737330.46 0.05446 (14082502) 419574.82 3737330.46 0.05158 (14082502) 419594.82 3737330.46 0.04881 (12082601) 419614.82 3737330.46 0.04708 (14051520) 419634.82 3737330.46 0.04548 (14051520) 419654.82 3737330.46 0.04393 (14051520) 419374.82 3737350.46 0.11448 (16090823) 419394.82 3737350.46 0.10151 (14043022) 419414.82 3737350.46 0.09127 (14043022) 419434.82 3737350.46 0.08263 (14043022) 419454.82 3737350.46 0.07499 (12090923) 419474.82 3737350.46 0.06950 (12090923) 419494.82 3737350.46 0.06403 (12090923) 419514.82 3737350.46 0.05985 (14082502) 419534.82 3737350.46 0.05653 (14072805) 419554.82 Page 105 MainPlace r.ADO 3737350.46 0.05352 (14072805) 419574.82 3737350.46 0.05096 (12082601) 419594.82 3737350.46 0.04878 (14051520) 419614.82 3737350.46 0.04683 (14051520) 419634.82 3737350.46 0.04502 (14051520) 419654.82 3737350.46 0.04318 (14051520) 419374.82 3737370.46 0.10572 (14043022) 419394.82 3737370.46 0.09459 (14043022) 419414.82 3737370.46 0.08563 (14043022) 419434.82 3737370.46 0.07773 (12090923) 419454.82 3737370.46 0.07171 (12090923) 419474.82 3737370.46 0.06644 (12090923) 419494.82 3737370.46 0.06171 (14072805) 419514.82 3737370.46 0.05732 (14082502) 419534.82 3737370.46 0.05419 (14072805) 419554.82 3737370.46 0.05151 (12082601) 419574.82 3737370.46 0.04921 (14051520) 419594.82 3737370.46 0.04740 (14051520) 419614.82 3737370.46 0.04535 (14051520) 419634.82 3737370.46 0.04368 (14080220) 419654.82 3737370.46 0.04225 (14080220) 419354.82 3737390.46 0.11095 (14043022) 419374.82 3737390.46 0.09810 (14043022) 419394.82 3737390.46 0.08829 (14043022) 419414.82 3737390.46 0.08010 (12090923) 419434.82 3737390.46 0.07394 (12090923) 419454.82 3737390.46 0.06831 (12090923) 419474.82 3737390.46 0.06416 (14072805) 419494.82 3737390.46 0.06008 (14072805) 419514.82 3737390.46 0.05604 (14072805) 419534.82 3737390.46 0.05296 (12082601) 419554.82 3737390.46 0.05066 (14051520) 419574.82 3737390.46 0.04840 (14051520) 419594.82 3737390.46 0.04619 (14051520) 419614.82 3737390.46 0.04441 (14080220) 419634.82 3737390.46 0.04289 (14080220) 419654.82 3737390.46 0.04138 (14080220) 419354.82 3737410.46 0.10222 (14043022) 419374.82 3737410.46 0.09141 (14043022) 419394.82 3737410.46 0.08245 (12090923) 419414.82 3737410.46 0.07592 (12090923) 419434.82 3737410.46 0.07022 (12090923) 419454.82 3737410.46 0.06566 (14072805) 419474.82 3737410.46 0.06191 (14072805) 419494.82 3737410.46 0.05840 (14072805) 419514.82 3737410.46 0.05499 (14072805) 419534.82 3737410.46 0.05217 (14051520) 419554.82 3737410.46 0.04973 (14051520) 419574.82 Page 106 MainPlace_r.ADO 3737410.46 0.04743 (14051520) 419594.82 3737410.46 0.04546 (14080220) 3737410.46 0.04373 (14080220) 419634.82 3737410.46 0.04205 (14080220) 3737410.46 0.04040 (14080220) 419334.82 3737430.46 0.10628 (14043022) 3737430.46 0.09473 (14043022) 419374.82 3737430.46 0.08513 (12090923) 3737430.46 0.07813 (12090923) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 46 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419614.82 419654.82 419354.82 419394.82 12/29/18 1-HR AVERAGE CONCENTRATION , L0006932 ....•m;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07212 - - (12090923) 419434.82 3737430.46 0.06751 (14072805) 419454.82 3737430.46 0.06383 (14072805) 419474.82 3737430.46 0.06012 (14072805) 419494.82 3737430.46 0.05654 (14072805) 419514.82 3737430.46 0.05354 (14051520) 419534.82 3737430.46 0.05086 (14051520) 419554.82 3737430.46 0.04831 (14051520) 419574.82 3737430.46 0.04624 (14080220) 419594.82 3737430.46 0.04430 (14080220) Page 107 MainPlace r.ADO 419614.82 3737430.46 0.04232 (14080220) 419634.82 3737430.46 0.04055 (14080220) 419654.82 3737430.46 0.03918 (14080220) 419334.82 3737450.46 0.09833 (14043022) 419354.82 3737450.46 0.08855 (12090923) 419374.82 3737450.46 0.08061 (12090923) 419394.82 3737450.46 0.07421 (12090923) 419414.82 3737450.46 0.06929 (14072805) 419434.82 3737450.46 0.06511 (14072805) 419454.82 3737450.46 0.06168 (14072805) 419474.82 3737450.46 0.05796 (14072805) 419494.82 3737450.46 0.05482 (14051520) 419514.82 3737450.46 0.05197 (14051520) 419534.82 3737450.46 0.04934 (14051520) 419554.82 3737450.46 0.04731 (14080220) 419574.82 3737450.46 0.04523 (14080220) 419594.82 3737450.46 0.04316 (14080220) 419614.82 3737450.46 0.04115 (14080220) 419634.82 3737450.46 0.03923 (14080220) 419654.82 3737450.46 0.03824 (12082402) 419314.82 3737470.46 0.10136 (14043022) 419334.82 3737470.46 0.09157 (12090923) 419354.82 3737470.46 0.08347 (12090923) 419374.82 3737470.46 0.07633 (12090923) 419394.82 3737470.46 0.07093 (14072805) 419414.82 3737470.46 0.06676 (14072805) 419434.82 3737470.46 0.06297 (14072805) 419454.82 3737470.46 0.05901 (14072805) 419474.82 3737470.46 0.05586 (14051520) 419494.82 3737470.46 0.05291 (14051520) 419514.82 3737470.46 0.05023 (14080220) 419534.82 3737470.46 0.04817 (14080220) 419554.82 3737470.46 0.04625 (14080220) 419574.82 3737470.46 0.04414 (14080220) 419594.82 3737470.46 0.04202 (14080220) 419614.82 3737470.46 0.04004 (14090603) 419634.82 3737470.46 0.03846 (12082402) 419654.82 3737470.46 0.03760 (12082402) 419314.82 3737490.46 0.09422 (12090923) 419334.82 3737490.46 0.08619 (12090923) 419354.82 3737490.46 0.07905 (12082404) 419374.82 3737490.46 0.07317 (14072805) 419394.82 3737490.46 0.06841 (14072805) 419414.82 3737490.46 0.06410 (14072805) 419434.82 3737490.46 0.06017 (14111124) 419454.82 3737490.46 0.05689 (14051520) 419474.82 3737490.46 0.05383 (14051520) 419494.82 3737490.46 0.05124 (14080220) Page 108 MainPlace_r.ADO 419514.82 3737490.46 0.04906 (14080220) 3737490.46 0.04696 (14080220) 419554.82 3737490.46 0.04499 (14080220) 3737490.46 0.04292 (12082006) 419594.82 3737490.46 0.04098 (12082402) 3737490.46 0.03943 (12082402) 419634.82 3737490.46 0.03797 (12082402) 3737490.46 0.03695 (16081204) 419294.82 3737510.46 0.09753 (14043022) 3737510.46 0.08861 (12090923) 419334.82 3737510.46 0.08113 (12090923) 3737510.46 0.07554 (14072805) 419374.82 3737510.46 0.07029 (14072805) 3737510.46 0.06570 (14072805) 419414.82 3737510.46 0.06143 (14111124) 3737510.46 0.05797 (14051520) 419454.82 3737510.46 0.05481 (16072303) 3737510.46 0.05221 (14080220) 419494.82 3737510.46 0.04995 (14080220) 3737510.46 0.04774 (14080220) 419534.82 3737510.46 0.04546 (12082006) 3737510.46 0.04359 (12082006) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 47 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 Emma ** 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION , L0006932 ..o.•�;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Page 109 MainPlace r.ADO Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04176 - - (12082402) 419594.82 3737510.46 0.04025 (12082402) 419614.82 3737510.46 0.03885 (12082402) 419634.82 3737510.46 0.03768 (12083121) 419654.82 3737510.46 0.03684 (12083121) 419294.82 3737530.46 0.09116 (12090923) 419314.82 3737530.46 0.08318 (12090923) 419334.82 3737530.46 0.07725 (14072805) 419354.82 3737530.46 0.07230 (14072805) 419374.82 3737530.46 0.06725 (14072805) 419394.82 3737530.46 0.06282 (13092105) 419414.82 3737530.46 0.05922 (13092105) 419434.82 3737530.46 0.05596 (16072303) 419454.82 3737530.46 0.05323 (14080220) 419474.82 3737530.46 0.05081 (14080220) 419494.82 3737530.46 0.04850 (14080220) 419514.82 3737530.46 0.04620 (12082006) 419534.82 3737530.46 0.04389 (12082006) 419554.82 3737530.46 0.04234 (12082402) 419574.82 3737530.46 0.04081 (12082402) 419594.82 3737530.46 0.03945 (16081204) 419614.82 3737530.46 0.03856 (12083121) 419634.82 3737530.46 0.03797 (12083121) 419654.82 3737530.46 0.03688 (12083121) 419274.82 3737550.46 0.09333 (12090923) 419294.82 3737550.46 0.08483 (12090923) 419314.82 3737550.46 0.07882 (14072805) 419334.82 3737550.46 0.07361 (14072805) 419354.82 3737550.46 0.06887 (14111124) 419374.82 3737550.46 0.06438 (13092105) 419394.82 3737550.46 0.06055 (13092105) 419414.82 3737550.46 0.05716 (16072303) 419434.82 3737550.46 0.05432 (14080220) 419454.82 3737550.46 0.05178 (14080220) 419474.82 3737550.46 0.04938 (12082006) 419494.82 3737550.46 0.04716 (12082006) 419514.82 3737550.46 0.04492 (12082402) 419534.82 3737550.46 0.04308 (12082402) 419554.82 3737550.46 0.04145 (16081204) 419574.82 3737550.46 0.04011 (12083121) 419594.82 3737550.46 0.03901 (12083121) 419614.82 3737550.46 0.03814 (12083121) 419634.82 3737550.46 0.03731 (12083121) 419654.82 3737550.46 0.03613 (12083121) 419274.82 3737570.46 0.08617 (12090923) 419294.82 Page 110 MainPlace_r.ADO 3737570.46 0.07994 (14072805) 419314.82 3737570.46 0.07485 (14072805) 3737570.46 0.06987 (14072805) 419354.82 3737570.46 0.06591 (13092105) 3737570.46 0.06199 (13092105) 419394.82 3737570.46 0.05852 (16072303) 3737570.46 0.05544 (14080220) 419434.82 3737570.46 0.05276 (12082006) 3737570.46 0.05031 (12082006) 419474.82 3737570.46 0.04794 (12082006) 3737570.46 0.04586 (12082402) 419514.82 3737570.46 0.04392 (12082402) 3737570.46 0.04223 (12083121) 419554.82 3737570.46 0.04083 (12083121) 3737570.46 0.03957 (12083121) 419594.82 3737570.46 0.03856 (12083121) 3737570.46 0.03759 (12083121) 419634.82 3737570.46 0.03677 (12083121) 3737570.46 0.03555 (13050220) 419254.82 3737590.46 0.08772 (14082502) 3737590.46 0.08101 (14072805) 419294.82 3737590.46 0.07566 (14072805) 3737590.46 0.07078 (14072805) 419334.82 3737590.46 0.06656 (14051520) 3737590.46 0.06319 (13092105) 419374.82 3737590.46 0.05969 (14101503) 3737590.46 0.05659 (14101503) 419414.82 3737590.46 0.05383 (12082006) 3737590.46 0.05123 (12082006) 419454.82 3737590.46 0.04872 (12082006) 3737590.46 0.04667 (12082402) 419494.82 3737590.46 0.04483 (12071901) 3737590.46 0.04313 (12083121) 419534.82 3737590.46 0.04136 (12083121) 3737590.46 0.04011 (12083121) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 48 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL L0006933 , L0006934 L0006936 *** THE 1ST HIGHEST *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 Page 111 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION .... , L0006932 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.03886 - - (12083121) 419594.82 3737590.46 0.03789 (13050220) 419614.82 3737590.46 0.03708 (13050220) 419634.82 3737590.46 0.03659 (13050220) 419654.82 3737590.46 0.03530 (13050220) 419254.82 3737610.46 0.08212 (14082502) 419274.82 3737610.46 0.07625 (14072805) 419294.82 3737610.46 0.07129 (14051520) 419314.82 3737610.46 0.06721 (14051520) 419334.82 3737610.46 0.06358 (14080220) 419354.82 3737610.46 0.06068 (14101503) 419374.82 3737610.46 0.05770 (12082006) 419394.82 3737610.46 0.05489 (12082006) 419414.82 3737610.46 0.05215 (12082006) 419434.82 3737610.46 0.04964 (12082402) 419454.82 3737610.46 0.04755 (14071903) 419474.82 3737610.46 0.04576 (12083121) 419494.82 3737610.46 0.04414 (12083121) 419514.82 3737610.46 0.04243 (12083121) 419534.82 3737610.46 0.04074 (12083121) 419554.82 3737610.46 0.03934 (13050220) 419574.82 3737610.46 0.03826 (13050220) 419594.82 3737610.46 0.03734 (13050220) 419614.82 3737610.46 0.03644 (13050220) 419634.82 3737610.46 0.03599 (13050220) 419654.82 3737610.46 0.03465 (14082506) 419254.82 3737630.46 0.07689 (12082601) 419274.82 3737630.46 0.07175 (14051520) 419294.82 3737630.46 0.06735 (14051520) 419314.82 3737630.46 0.06397 (14080220) 419334.82 3737630.46 0.06119 (14080220) 419354.82 3737630.46 0.05840 (12082006) Page 112 MainPlace r.ADO 419374.82 3737630.46 0.05570 (12082006) 419394.82 3737630.46 0.05304 (14101723) 419414.82 3737630.46 0.05065 (14071903) 419434.82 3737630.46 0.04855 (12083121) 419454.82 3737630.46 0.04673 (12083121) 419474.82 3737630.46 0.04499 (12083121) 419494.82 3737630.46 0.04331 (12083121) 419514.82 3737630.46 0.04167 (12083121) 419534.82 3737630.46 0.04022 (13050220) 419554.82 3737630.46 0.03884 (13050220) 419574.82 3737630.46 0.03768 (13050220) 419594.82 3737630.46 0.03665 (14082506) 419614.82 3737630.46 0.03565 (14082506) 419634.82 3737630.46 0.03516 (16092020) 419654.82 3737630.46 0.03428 (14080301) 419234.82 3737650.46 0.07836 (14082502) 419254.82 3737650.46 0.07288 (14051520) 419274.82 3737650.46 0.06798 (14080220) 419294.82 3737650.46 0.06428 (14080220) 419314.82 3737650.46 0.06105 (14080220) 419334.82 3737650.46 0.05821 (14080220) 419354.82 3737650.46 0.05577 (12082006) 419374.82 3737650.46 0.05346 (12082402) 419394.82 3737650.46 0.05137 (12071901) 419414.82 3737650.46 0.04961 (12083121) 419434.82 3737650.46 0.04769 (12083121) 419454.82 3737650.46 0.04583 (12083121) 419474.82 3737650.46 0.04402 (12083121) 419494.82 3737650.46 0.04243 (13050220) 419514.82 3737650.46 0.04106 (13050220) 419534.82 3737650.46 0.03974 (13050220) 419554.82 3737650.46 0.03845 (14082506) 419574.82 3737650.46 0.03720 (14082506) 419594.82 3737650.46 0.03610 (14082504) 419614.82 3737650.46 0.03507 (14082504) 419634.82 3737650.46 0.03438 (14082503) 419654.82 3737650.46 0.03381 (14082503) 419234.82 3737670.46 0.07452 (14051520) 419254.82 3737670.46 0.06970 (14080220) 419274.82 3737670.46 0.06542 (14080220) 419294.82 3737670.46 0.06175 (14080220) 419314.82 3737670.46 0.05850 (14080220) 419334.82 3737670.46 0.05608 (12082402) 419354.82 3737670.46 0.05394 (12082402) 419374.82 3737670.46 0.05213 (12083121) 419394.82 3737670.46 0.05037 (12083121) 419414.82 3737670.46 0.04863 (12083121) 419434.82 3737670.46 0.04662 (12083121) Page 113 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 49 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04477 - - (13050220) 419474.82 3737670.46 0.04322 (13050220) 419494.82 3737670.46 0.04174 (13050220) 419514.82 3737670.46 0.04035 (14082506) 419534.82 3737670.46 0.03912 (14082506) 419554.82 3737670.46 0.03805 (14080301) 419574.82 3737670.46 0.03690 (14082504) 419594.82 3737670.46 0.03589 (14082503) 419614.82 3737670.46 0.03486 (14082503) 419634.82 3737670.46 0.03414 (14082503) 419654.82 3737670.46 0.03360 (14082503) 419234.82 3737690.46 0.07172 (14080220) 419254.82 3737690.46 0.06709 (14080220) 419274.82 3737690.46 0.06298 (14080220) 419294.82 3737690.46 0.05949 (12082402) 419314.82 3737690.46 0.05678 (12082402) 419334.82 3737690.46 0.05456 (12083121) 419354.82 3737690.46 0.05292 (12083121) 419374.82 3737690.46 0.05109 (12083121) 419394.82 Page 114 MainPlace r.ADO 3737690.46 0.04922 (12083121) 419414.82 3737690.46 0.04740 (13050220) 419434.82 3737690.46 0.04566 (13050220) 419454.82 3737690.46 0.04397 (13050220) 419474.82 3737690.46 0.04240 (14082506) 419494.82 3737690.46 0.04104 (14080301) 419514.82 3737690.46 0.03994 (14080301) 419534.82 3737690.46 0.03890 (14080301) 419554.82 3737690.46 0.03789 (14080301) 419574.82 3737690.46 0.03676 (14082503) 419594.82 3737690.46 0.03579 (14082503) 419614.82 3737690.46 0.03475 (14082503) 419634.82 3737690.46 0.03404 (15072203) 419654.82 3737690.46 0.03361 (15072203) 419234.82 3737710.46 0.06868 (14080220) 419254.82 3737710.46 0.06429 (14080220) 419274.82 3737710.46 0.06065 (14082402) 419294.82 3737710.46 0.05775 (12091303) 419314.82 3737710.46 0.05533 (12083121) 419334.82 3737710.46 0.05339 (12083121) 419354.82 3737710.46 0.05159 (12083121) 419374.82 3737710.46 0.04986 (13050220) 419394.82 3737710.46 0.04817 (13050220) 419414.82 3737710.46 0.04652 (13050220) 419434.82 3737710.46 0.04479 (16092020) 419454.82 3737710.46 0.04331 (14080301) 419474.82 3737710.46 0.04199 (14080301) 419494.82 3737710.46 0.04077 (14080301) 419514.82 3737710.46 0.03971 (14080301) 419534.82 3737710.46 0.03887 (14080301) 419554.82 3737710.46 0.03769 (16080705) 419574.82 3737710.46 0.03674 (14082503) 419594.82 3737710.46 0.03586 (15072203) 419614.82 3737710.46 0.03496 (15072203) 419634.82 3737710.46 0.03437 (15072203) 419654.82 3737710.46 0.03373 (14082401) 419234.82 3737730.46 0.06552 (14082402) 419254.82 3737730.46 0.06193 (14082402) 419274.82 3737730.46 0.05894 (12091303) 419294.82 3737730.46 0.05630 (12083121) 419314.82 3737730.46 0.05402 (13050220) 419334.82 3737730.46 0.05221 (13050220) 419354.82 3737730.46 0.05054 (13050220) 419374.82 3737730.46 0.04886 (13050220) 419394.82 3737730.46 0.04718 (16092020) 419414.82 3737730.46 0.04589 (14080301) 419434.82 3737730.46 0.04442 (14080301) 419454.82 3737730.46 0.04302 (14080301) 419474.82 Page 115 MainPlace_r.ADO 3737730.46 0.04146 (16080705) 419494.82 3737730.46 0.04025 (14082503) 3737730.46 0.03920 (14082503) 419534.82 3737730.46 0.03847 (15072203) 3737730.46 0.03754 (15072203) 419574.82 3737730.46 0.03678 (15072203) 3737730.46 0.03603 (15072203) 419614.82 3737730.46 0.03536 (15072203) 3737730.46 0.03466 (14082401) 419654.82 3737730.46 0.03416 (15072203) 3737750.46 0.06241 (14082402) 419254.82 3737750.46 0.06003 (12091303) 3737750.46 0.05739 (13050220) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 PAGE 50 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - - - - - 3737750.46 0.05512 - - (13050220) 419314.82 3737750.46 0.05297 (13050220) 419334.82 3737750.46 0.05116 (13050220) 419354.82 3737750.46 0.04950 (14082506) 419374.82 3737750.46 0.04816 (14080301) 419394.82 3737750.46 0.04671 (14080301) Page 116 MainPlace r.ADO 419414.82 3737750.46 0.04527 (14080301) 419434.82 3737750.46 0.04401 (14080301) 419454.82 3737750.46 0.04263 (14080301) 419474.82 3737750.46 0.04122 (15072203) 419494.82 3737750.46 0.04012 (15072203) 419514.82 3737750.46 0.03912 (14082401) 419534.82 3737750.46 0.03838 (14082401) 419554.82 3737750.46 0.03764 (14082401) 419574.82 3737750.46 0.03696 (14082401) 419594.82 3737750.46 0.03634 (14082401) 419614.82 3737750.46 0.03589 (13070222) 419634.82 3737750.46 0.03522 (13070222) 419654.82 3737750.46 0.03507 (13070222) 419234.82 3737770.46 0.06028 (15101101) 419254.82 3737770.46 0.05728 (13050220) 419274.82 3737770.46 0.05585 (13050220) 419294.82 3737770.46 0.05404 (14082506) 419314.82 3737770.46 0.05207 (14082506) 419334.82 3737770.46 0.05042 (14082504) 419354.82 3737770.46 0.04912 (14080301) 419374.82 3737770.46 0.04775 (14080301) 419394.82 3737770.46 0.04618 (16080705) 419414.82 3737770.46 0.04477 (15072203) 419434.82 3737770.46 0.04374 (15072203) 419454.82 3737770.46 0.04267 (15072203) 419474.82 3737770.46 0.04143 (15072203) 419494.82 3737770.46 0.04038 (14082401) 419514.82 3737770.46 0.03940 (14082401) 419534.82 3737770.46 0.03880 (13070222) 419554.82 3737770.46 0.03801 (13070222) 419574.82 3737770.46 0.03749 (13070222) 419594.82 3737770.46 0.03720 (13070222) 419614.82 3737770.46 0.03677 (13070222) 419634.82 3737770.46 0.03618 (12082401) 419654.82 3737770.46 0.03595 (12082401) 419254.82 3737790.46 0.05630 (14070106) 419274.82 3737790.46 0.05493 (14082504) 419294.82 3737790.46 0.05332 (14082503) 419314.82 3737790.46 0.05169 (14082503) 419334.82 3737790.46 0.05016 (14082503) 419354.82 3737790.46 0.04873 (14082503) 419374.82 3737790.46 0.04748 (15072203) 419394.82 3737790.46 0.04614 (15072203) 419414.82 3737790.46 0.04492 (15072203) 419434.82 3737790.46 0.04396 (15072203) 419454.82 3737790.46 0.04296 (15072203) 419474.82 3737790.46 0.04187 (13070222) 419494.82 3737790.46 0.04094 (13070222) Page 117 MainPlace_r.ADO 419514.82 3737790.46 0.04023 (13070222) 3737790.46 0.03986 (13070222) 419554.82 3737790.46 0.03918 (12082401) 3737790.46 0.03891 (12082401) 419594.82 3737790.46 0.03857 (12082401) 3737790.46 0.03822 (12082401) 419634.82 3737790.46 0.03768 (12082401) 3737790.46 0.03751 (12082401) 419274.82 3737810.46 0.05510 (14082503) 3737810.46 0.05326 (14082503) 419314.82 3737810.46 0.05157 (15072203) 3737810.46 0.05012 (15072203) 419354.82 3737810.46 0.04875 (15072203) 3737810.46 0.04760 (14112721) 419394.82 3737810.46 0.04643 (13070222) 3737810.46 0.04543 (13070222) 419434.82 3737810.46 0.04472 (13070222) 3737810.46 0.04406 (13070222) 419474.82 3737810.46 0.04314 (12082401) 3737810.46 0.04237 (12082401) 419514.82 3737810.46 0.04188 (12082401) 3737810.46 0.04166 (12082401) 419554.82 3737810.46 0.04129 (12082401) 3737810.46 0.04104 (12082401) 419594.82 3737810.46 0.04072 (12082401) 3737810.46 0.04049 (16092706) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 51 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** Page 118 MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.03989 - - (16092706) 419654.82 3737810.46 0.04011 (16092706) 419294.82 3737830.46 0.05481 (15031423) 419314.82 3737830.46 0.05441 (14012121) 419334.82 3737830.46 0.05368 (13092424) 419354.82 3737830.46 0.05256 (13092424) 419374.82 3737830.46 0.05117 (14112721) 419394.82 3737830.46 0.05001 (14112721) 419414.82 3737830.46 0.04876 (14112721) 419434.82 3737830.46 0.04741 (14112721) 419454.82 3737830.46 0.04628 (12082401) 419474.82 3737830.46 0.04557 (12082401) 419494.82 3737830.46 0.04482 (12082401) 419514.82 3737830.46 0.04452 (12082401) 419534.82 3737830.46 0.04440 (12082401) 419554.82 3737830.46 0.04412 (16092706) 419574.82 3737830.46 0.04413 (16092706) 419594.82 3737830.46 0.04395 (16092706) 419614.82 3737830.46 0.04358 (16092706) 419634.82 3737830.46 0.04320 (16092706) 419654.82 3737830.46 0.04347 (16092706) 419314.82 3737850.46 0.06063 (15031423) 419334.82 3737850.46 0.05965 (15031423) 419354.82 3737850.46 0.05845 (14012121) 419374.82 3737850.46 0.05716 (16042004) 419394.82 3737850.46 0.05571 (16042004) 419414.82 3737850.46 0.05412 (16042004) 419434.82 3737850.46 0.05246 (16042004) 419454.82 3737850.46 0.05097 (12112224) 419474.82 3737850.46 0.04987 (14112721) 419494.82 3737850.46 0.04901 (14082106) 419514.82 3737850.46 0.04906 (16092706) 419534.82 3737850.46 0.04890 (16092706) 419554.82 3737850.46 0.04872 (16092706) 419574.82 3737850.46 0.04875 (16092706) 419594.82 3737850.46 0.04861 (16091924) 419614.82 3737850.46 0.04838 (16091924) 419634.82 3737850.46 0.04823 (16091924) 419654.82 3737850.46 0.04893 (16092619) 419514.82 3737870.46 0.05719 (12080802) 419534.82 3737870.46 0.05730 (12080802) 419554.82 Page 119 MainPlace_r.ADO 3737870.46 0.05669 (12080802) 419574.82 3737870.46 0.05670 (12080802) 3737870.46 0.05690 (12080802) 419614.82 3737870.46 0.05713 (12080802) 3737870.46 0.05743 (12080802) 419654.82 3737870.46 0.05781 (12080802) 3737890.46 0.06506 (16092006) 419534.82 3737890.46 0.06438 (14092120) 3737890.46 0.06400 (14092120) 419574.82 3737890.46 0.06385 (14092120) 3737890.46 0.06398 (14120717) 419614.82 3737890.46 0.06408 (14120717) 3737890.46 0.06414 (14082505) 419654.82 3737890.46 0.06473 (14082505) 3737890.46 0.06575 (12080802) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 PAGE 52 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 0.06196m (13010324) 419414.82 3737330.46 0.05308m (13010324) 419434.82 3737330.46 0.04640m (13010324) 419454.82 3737330.46 0.04148m (13010324) Page 120 MainPlace r.ADO 419474.82 3737330.46 0.03764c (14010624) 419494.82 3737330.46 0.03458c (14010624) 419514.82 3737330.46 0.03197c (14010624) 419534.82 3737330.46 0.02966c (14010624) 419554.82 3737330.46 0.02760c (14010624) 419574.82 3737330.46 0.02578m (13010324) 419594.82 3737330.46 0.02431c (14010624) 419614.82 3737330.46 0.02299m (13010324) 419634.82 3737330.46 0.02215m (13010324) 419654.82 3737330.46 0.02135m (13010324) 419374.82 3737350.46 0.06513c (12120424) 419394.82 3737350.46 0.05493m (13010324) 419414.82 3737350.46 0.04794c (12120424) 419434.82 3737350.46 0.04295c (12120424) 419454.82 3737350.46 0.03914c (14010624) 419474.82 3737350.46 0.03613c (14010624) 419494.82 3737350.46 0.03334c (14010624) 419514.82 3737350.46 0.03078c (14010624) 419534.82 3737350.46 0.02880c (14010624) 419554.82 3737350.46 0.02710c (14010624) 419574.82 3737350.46 0.02542c (14010624) 419594.82 3737350.46 0.02401c (14010624) 419614.82 3737350.46 0.02291c (14010624) 419634.82 3737350.46 0.02209c (14010624) 419654.82 3737350.46 0.02120c (14010624) 419374.82 3737370.46 0.05825c (12120424) 419394.82 3737370.46 0.05071c (12120424) 419414.82 3737370.46 0.04514c (12120424) 419434.82 3737370.46 0.04052c (12120424) 419454.82 3737370.46 0.03723c (14010624) 419474.82 3737370.46 0.03434c (14010624) 419494.82 3737370.46 0.03181c (14010624) 419514.82 3737370.46 0.02965c (14010624) 419534.82 3737370.46 0.02775c (14010624) 419554.82 3737370.46 0.02622c (14010624) 419574.82 3737370.46 0.02470c (14010624) 419594.82 3737370.46 0.02333c (14010624) 419614.82 3737370.46 0.02253c (14010624) 419634.82 3737370.46 0.02158c (14010624) 419654.82 3737370.46 0.02075c (14010624) 419354.82 3737390.46 0.06215c (12120424) 419374.82 3737390.46 0.05366c (12120424) 419394.82 3737390.46 0.04720c (12120424) 419414.82 3737390.46 0.04219c (12120424) 419434.82 3737390.46 0.03847c (14010624) 419454.82 3737390.46 0.03536c (14010624) 419474.82 3737390.46 0.03278c (14010624) 419494.82 3737390.46 0.03058c (14010624) Page 121 MainPlace_r.ADO 419514.82 3737390.46 0.02865c (14010624) 3737390.46 0.02697c (14010624) 419554.82 3737390.46 0.02547c (14010624) 3737390.46 0.02412c (14010624) 419594.82 3737390.46 0.02312c (14010624) 3737390.46 0.02209c (14010624) 419634.82 3737390.46 0.02115c (14010624) 3737390.46 0.02036m (13010324) 419354.82 3737410.46 0.05632c (12120424) 3737410.46 0.04933c (12120424) 419394.82 3737410.46 0.04392c (12120424) 3737410.46 0.03982c (14010624) 419434.82 3737410.46 0.03655c (12120424) 3737410.46 0.03384c (12120424) 419474.82 3737410.46 0.03152c (12120424) 3737410.46 0.02950c (12120424) 419514.82 3737410.46 0.02780c (14010624) 3737410.46 0.02632c (14010624) 419554.82 3737410.46 0.02502c (14010624) 3737410.46 0.02383c (14010624) 419594.82 3737410.46 0.02273c (14010624) 3737410.46 0.02170c (14010624) 419634.82 3737410.46 0.02076c (14010624) 3737410.46 0.02008m (13010324) 419334.82 3737430.46 0.05924c (12120424) 3737430.46 0.05147c (12120424) 419374.82 3737430.46 0.04573c (12120424) 3737430.46 0.04136c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 53 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 000.•, 000.•• , L0006957 419534.82 419574.82 419614.82 419654.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419354.82 419394.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** DISCRETE CARTESIAN RECEPTOR POINTS Page 122 *** ** MainPlace r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.03786c - - (12120424) 419434.82 3737430.46 0.03499c (12120424) 419454.82 3737430.46 0.03259c (12120424) 419474.82 3737430.46 0.03047c (12120424) 419494.82 3737430.46 0.02858c (12120424) 419514.82 3737430.46 0.02695c (14010624) 419534.82 3737430.46 0.02559c (14010624) 419554.82 3737430.46 0.02437c (14010624) 419574.82 3737430.46 0.02323c (14010624) 419594.82 3737430.46 0.02215c (14010624) 419614.82 3737430.46 0.02110c (14010624) 419634.82 3737430.46 0.02018m (13010324) 419654.82 3737430.46 0.01974m (13010324) 419334.82 3737450.46 0.05390c (12120424) 419354.82 3737450.46 0.04775c (12120424) 419374.82 3737450.46 0.04301c (12120424) 419394.82 3737450.46 0.03924c (12120424) 419414.82 3737450.46 0.03615c (12120424) 419434.82 3737450.46 0.03355c (12120424) 419454.82 3737450.46 0.03135c (12120424) 419474.82 3737450.46 0.02941c (12120424) 419494.82 3737450.46 0.02767c (12120424) 419514.82 3737450.46 0.02618c (14010624) 419534.82 3737450.46 0.02491c (14010624) 419554.82 3737450.46 0.02376c (14010624) 419574.82 3737450.46 0.02268c (14010624) 419594.82 3737450.46 0.02163c (14010624) 419614.82 3737450.46 0.02045c (14010624) 419634.82 3737450.46 0.01984m (13010324) 419654.82 3737450.46 0.01941m (13010324) 419314.82 3737470.46 0.05664c (12120424) 419334.82 3737470.46 0.04978c (12120424) 419354.82 3737470.46 0.04468c (12120424) 419374.82 3737470.46 0.04064c (12120424) 419394.82 3737470.46 0.03733c (12120424) 419414.82 3737470.46 0.03457c (12120424) 419434.82 3737470.46 0.03224 (12120224) 419454.82 3737470.46 0.03020c (14010624) 419474.82 3737470.46 0.02844c (14010624) 419494.82 Page 123 MainPlace_r.ADO 3737470.46 0.02686c (14010624) 419514.82 3737470.46 0.02546c (14010624) 3737470.46 0.02425c (14010624) 419554.82 3737470.46 0.02320c (14010624) 3737470.46 0.02218c (14010624) 419594.82 3737470.46 0.02118c (14010624) 3737470.46 0.02010m (13010324) 419634.82 3737470.46 0.01961m (13010324) 3737470.46 0.01917m (13010324) 419314.82 3737490.46 0.05193c (12120424) 3737490.46 0.04639c (12120424) 419354.82 3737490.46 0.04203c (12120424) 3737490.46 0.03853c (12120424) 419394.82 3737490.46 0.03563 (12120224) 3737490.46 0.03317 (12120224) 419434.82 3737490.46 0.03109c (14010624) 3737490.46 0.02925c (14010624) 419474.82 3737490.46 0.02761c (14010624) 3737490.46 0.02614c (14010624) 419514.82 3737490.46 0.02483c (14010624) 3737490.46 0.02366c (14010624) 419554.82 3737490.46 0.02265c (14010624) 3737490.46 0.02170c (14010624) 419594.82 3737490.46 0.02079c (14010624) 3737490.46 0.01996c (14010624) 419634.82 3737490.46 0.01935m (13010324) 3737490.46 0.01908m (13010324) 419294.82 3737510.46 0.05428c (12120424) 3737510.46 0.04819c (12120424) 419334.82 3737510.46 0.04349c (12120424) 3737510.46 0.03969c (12120424) 419374.82 3737510.46 0.03674 (12120224) 3737510.46 0.03416 (12120224) 419414.82 3737510.46 0.03200c (14010624) 3737510.46 0.03010c (14010624) 419454.82 3737510.46 0.02840c (14010624) 3737510.46 0.02687c (14010624) 419494.82 3737510.46 0.02549c (14010624) 3737510.46 0.02424c (14010624) 419534.82 3737510.46 0.02311c (14010624) 3737510.46 0.02214c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 54 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 124 12/29/18 419534.82 419574.82 419614.82 419654.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 MainPlace r.ADO *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - - 0.02125c - (14010624) 419594.82 3737510.46 0.02044c (14010624) 419614.82 3737510.46 0.01973c (14010624) 419634.82 3737510.46 0.01926m (13010324) 419654.82 3737510.46 0.01889m (13010324) 419294.82 3737530.46 0.05017c (12120424) 419314.82 3737530.46 0.04506c (12120424) 419334.82 3737530.46 0.04100c (12120424) 419354.82 3737530.46 0.03785 (12120224) 419374.82 3737530.46 0.03521c (14010624) 419394.82 3737530.46 0.03296c (14010624) 419414.82 3737530.46 0.03098c (14010624) 419434.82 3737530.46 0.02922c (14010624) 419454.82 3737530.46 0.02763c (14010624) 419474.82 3737530.46 0.02619c (14010624) 419494.82 3737530.46 0.02488c (14010624) 419514.82 3737530.46 0.02368c (14010624) 419534.82 3737530.46 0.02253c (14010624) 419554.82 3737530.46 0.02164c (14010624) 419574.82 3737530.46 0.02083c (14010624) 419594.82 3737530.46 0.02012c (14010624) 419614.82 3737530.46 0.01954m (13010324) 419634.82 3737530.46 0.01910c (14010624) 419654.82 3737530.46 0.01866m (13010324) 419274.82 3737550.46 0.05234c (12120424) 419294.82 3737550.46 0.04678c (12120424) Page 125 MainPlace r.ADO 419314.82 3737550.46 0.04241c (12120424) 419334.82 3737550.46 0.03897c (14010624) 419354.82 3737550.46 0.03627c (14010624) 419374.82 3737550.46 0.03393c (14010624) 419394.82 3737550.46 0.03187c (14010624) 419414.82 3737550.46 0.03005c (14010624) 419434.82 3737550.46 0.02842c (14010624) 419454.82 3737550.46 0.02694c (14010624) 419474.82 3737550.46 0.02559c (14010624) 419494.82 3737550.46 0.02436c (14010624) 419514.82 3737550.46 0.02323c (14010624) 419534.82 3737550.46 0.02218c (14010624) 419554.82 3737550.46 0.02130c (14010624) 419574.82 3737550.46 0.02052c (14010624) 419594.82 3737550.46 0.01988m (13010324) 419614.82 3737550.46 0.01939m (13010324) 419634.82 3737550.46 0.01890m (13010324) 419654.82 3737550.46 0.01858m (13010324) 419274.82 3737570.46 0.04865c (14010624) 419294.82 3737570.46 0.04393c (12120424) 419314.82 3737570.46 0.04024c (14010624) 419334.82 3737570.46 0.03731c (14010624) 419354.82 3737570.46 0.03490c (14010624) 419374.82 3737570.46 0.03278c (14010624) 419394.82 3737570.46 0.03089c (14010624) 419414.82 3737570.46 0.02921c (14010624) 419434.82 3737570.46 0.02770c (14010624) 419454.82 3737570.46 0.02632c (14010624) 419474.82 3737570.46 0.02505c (14010624) 419494.82 3737570.46 0.02390c (14010624) 419514.82 3737570.46 0.02283c (14010624) 419534.82 3737570.46 0.02184c (14010624) 419554.82 3737570.46 0.02098c (14010624) 419574.82 3737570.46 0.02027m (13010324) 419594.82 3737570.46 0.01975m (13010324) 419614.82 3737570.46 0.01923m (13010324) 419634.82 3737570.46 0.01881m (13010324) 419654.82 3737570.46 0.01852m (13010324) 419254.82 3737590.46 0.05090c (14010624) 419274.82 3737590.46 0.04571c (14010624) 419294.82 3737590.46 0.04160c (14010624) 419314.82 3737590.46 0.03844c (14010624) 419334.82 3737590.46 0.03584c (14010624) 419354.82 3737590.46 0.03368c (14010624) 419374.82 3737590.46 0.03173c (14010624) 419394.82 3737590.46 0.02999c (14010624) 419414.82 3737590.46 0.02845c (14010624) 419434.82 3737590.46 0.02704c (14010624) Page 126 MainPlace r.ADO 419454.82 3737590.46 0.02576c (14010624) 419474.82 3737590.46 0.02458c (14010624) 419494.82 3737590.46 0.02349c (14010624) 419514.82 3737590.46 0.02246c (14010624) 419534.82 3737590.46 0.02142c (14010624) 419554.82 3737590.46 0.02074m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 55 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - - 0.02016m - (13010324) 419594.82 3737590.46 0.01965m (13010324) 419614.82 3737590.46 0.01915m (13010324) 419634.82 3737590.46 0.01870m (13010324) 419654.82 3737590.46 0.01846m (13010324) 419254.82 3737610.46 0.04765c (14010624) 419274.82 3737610.46 0.04330c (14010624) 419294.82 3737610.46 0.03972c (14010624) 419314.82 3737610.46 0.03686c (14010624) 419334.82 3737610.46 0.03450c (14010624) 419354.82 3737610.46 0.03257c (14010624) 419374.82 3737610.46 0.03079c (14010624) 419394.82 3737610.46 0.02920c (14010624) 419414.82 Page 127 MainPlace r.ADO 3737610.46 0.02777c (14010624) 419434.82 3737610.46 0.02646c (14010624) 419454.82 3737610.46 0.02526c (14010624) 419474.82 3737610.46 0.02415c (14010624) 419494.82 3737610.46 0.02312c (14010624) 419514.82 3737610.46 0.02216c (14010624) 419534.82 3737610.46 0.02125m (13010324) 419554.82 3737610.46 0.02064m (13010324) 419574.82 3737610.46 0.02009m (13010324) 419594.82 3737610.46 0.01960m (13010324) 419614.82 3737610.46 0.01916m (13010324) 419634.82 3737610.46 0.01870m (13010324) 419654.82 3737610.46 0.01849m (13010324) 419254.82 3737630.46 0.04490c (14010624) 419274.82 3737630.46 0.04116c (14010624) 419294.82 3737630.46 0.03805c (14010624) 419314.82 3737630.46 0.03541c (14010624) 419334.82 3737630.46 0.03331c (14010624) 419354.82 3737630.46 0.03151c (14010624) 419374.82 3737630.46 0.02995c (14010624) 419394.82 3737630.46 0.02849c (14010624) 419414.82 3737630.46 0.02716c (14010624) 419434.82 3737630.46 0.02594c (14010624) 419454.82 3737630.46 0.02481c (14010624) 419474.82 3737630.46 0.02377c (14010624) 419494.82 3737630.46 0.02280c (14010624) 419514.82 3737630.46 0.02190c (14010624) 419534.82 3737630.46 0.02110m (13010324) 419554.82 3737630.46 0.02057m (13010324) 419574.82 3737630.46 0.02005m (13010324) 419594.82 3737630.46 0.01960m (13010324) 419614.82 3737630.46 0.01921m (13010324) 419634.82 3737630.46 0.01878m (13010324) 419654.82 3737630.46 0.01864m (13010324) 419234.82 3737650.46 0.04656c (14010624) 419254.82 3737650.46 0.04257c (14010624) 419274.82 3737650.46 0.03931c (14010624) 419294.82 3737650.46 0.03657c (14010624) 419314.82 3737650.46 0.03422c (14010624) 419334.82 3737650.46 0.03218c (14010624) 419354.82 3737650.46 0.03055c (14010624) 419374.82 3737650.46 0.02909c (14010624) 419394.82 3737650.46 0.02782c (14010624) 419414.82 3737650.46 0.02663c (14010624) 419434.82 3737650.46 0.02548c (14010624) 419454.82 3737650.46 0.02443c (14010624) 419474.82 3737650.46 0.02345c (14010624) 419494.82 3737650.46 0.02253c (14010624) 419514.82 Page 128 MainPlace_r.ADO 3737650.46 0.02168c (14010624) 419534.82 3737650.46 0.02100m (13010324) 3737650.46 0.02048m (13010324) 419574.82 3737650.46 0.02004m (13010324) 3737650.46 0.01965m (13010324) 419614.82 3737650.46 0.01930m (13010324) 3737650.46 0.01898m (13010324) 419654.82 3737650.46 0.01873m (13010324) 3737670.46 0.04408c (14010624) 419254.82 3737670.46 0.04060c (14010624) 3737670.46 0.03771c (14010624) 419294.82 3737670.46 0.03525c (14010624) 3737670.46 0.03314c (14010624) 419334.82 3737670.46 0.03131c (14010624) 3737670.46 0.02979c (14010624) 419374.82 3737670.46 0.02843c (14010624) 3737670.46 0.02728c (14010624) 419414.82 3737670.46 0.02618c (14010624) 3737670.46 0.02511c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 PAGE 56 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 129 MainPlace r.ADO 419454.82 3737670.46 0.02411c (14010624) 419474.82 3737670.46 0.02318c (14010624) 419494.82 3737670.46 0.02232c (14010624) 419514.82 3737670.46 0.02157m (13010324) 419534.82 3737670.46 0.02099m (13010324) 419554.82 3737670.46 0.02047m (13010324) 419574.82 3737670.46 0.02008m (13010324) 419594.82 3737670.46 0.01973m (13010324) 419614.82 3737670.46 0.01937m (13010324) 419634.82 3737670.46 0.01903m (13010324) 419654.82 3737670.46 0.01889m (13010324) 419234.82 3737690.46 0.04199c (14010624) 419254.82 3737690.46 0.03893c (14010624) 419274.82 3737690.46 0.03636c (14010624) 419294.82 3737690.46 0.03416c (14010624) 419314.82 3737690.46 0.03225c (14010624) 419334.82 3737690.46 0.03057c (14010624) 419354.82 3737690.46 0.02919c (14010624) 419374.82 3737690.46 0.02793c (14010624) 419394.82 3737690.46 0.02686c (14010624) 419414.82 3737690.46 0.02583c (14010624) 419434.82 3737690.46 0.02481c (14010624) 419454.82 3737690.46 0.02385c (14010624) 419474.82 3737690.46 0.02297c (14010624) 419494.82 3737690.46 0.02219m (13010324) 419514.82 3737690.46 0.02158m (13010324) 419534.82 3737690.46 0.02101m (13010324) 419554.82 3737690.46 0.02053m (13010324) 419574.82 3737690.46 0.02017m (13010324) 419594.82 3737690.46 0.01984m (13010324) 419614.82 3737690.46 0.01953m (13010324) 419634.82 3737690.46 0.01921m (13010324) 419654.82 3737690.46 0.01909m (13010324) 419234.82 3737710.46 0.04023c (14010624) 419254.82 3737710.46 0.03754c (14010624) 419274.82 3737710.46 0.03523c (14010624) 419294.82 3737710.46 0.03324c (14010624) 419314.82 3737710.46 0.03150c (14010624) 419334.82 3737710.46 0.02996c (14010624) 419354.82 3737710.46 0.02868c (14010624) 419374.82 3737710.46 0.02754c (14010624) 419394.82 3737710.46 0.02654c (14010624) 419414.82 3737710.46 0.02556c (14010624) 419434.82 3737710.46 0.02458c (14010624) 419454.82 3737710.46 0.02367c (14010624) 419474.82 3737710.46 0.02288m (13010324) 419494.82 3737710.46 0.02226m (13010324) 419514.82 3737710.46 0.02164m (13010324) Page 130 MainPlace_r.ADO 419534.82 3737710.46 0.02102m (13010324) 3737710.46 0.02064m (13010324) 419574.82 3737710.46 0.02027m (13010324) 3737710.46 0.01997m (13010324) 419614.82 3737710.46 0.01974m (13010324) 3737710.46 0.01948m (13010324) 419654.82 3737710.46 0.01934m (13010324) 3737730.46 0.03873c (14010624) 419254.82 3737730.46 0.03636c (14010624) 3737730.46 0.03432c (14010624) 419294.82 3737730.46 0.03251c (14010624) 3737730.46 0.03092c (14010624) 419334.82 3737730.46 0.02950m (13010324) 3737730.46 0.02831c (14010624) 419374.82 3737730.46 0.02725c (14010624) 3737730.46 0.02630c (14010624) 419414.82 3737730.46 0.02537c (14010624) 3737730.46 0.02445c (14010624) 419454.82 3737730.46 0.02358c (14010624) 3737730.46 0.02304m (13010324) 419494.82 3737730.46 0.02247m (13010324) 3737730.46 0.02191m (13010324) 419534.82 3737730.46 0.02131m (13010324) 3737730.46 0.02092m (13010324) 419574.82 3737730.46 0.02053m (13010324) 3737730.46 0.02020m (13010324) 419614.82 3737730.46 0.01994m (13010324) 3737730.46 0.01974m (13010324) 419654.82 3737730.46 0.01960m (13010324) 3737750.46 0.03742c (14010624) 419254.82 3737750.46 0.03542c (14010624) 3737750.46 0.03360c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 57 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP , L0006933 � 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , Page 131 .... � , L0006932 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.03196c - (14010624) 419314.82 3737750.46 0.03060m (13010324) 419334.82 3737750.46 0.02947m (13010324) 419354.82 3737750.46 0.02826m (13010324) 419374.82 3737750.46 0.02710m (13010324) 419394.82 3737750.46 0.02617c (14010624) 419414.82 3737750.46 0.02528c (14010624) 419434.82 3737750.46 0.02442c (14010624) 419454.82 3737750.46 0.02372m (13010324) 419474.82 3737750.46 0.02326m (13010324) 419494.82 3737750.46 0.02279m (13010324) 419514.82 3737750.46 0.02230m (13010324) 419534.82 3737750.46 0.02175m (13010324) 419554.82 3737750.46 0.02128m (13010324) 419574.82 3737750.46 0.02087m (13010324) 419594.82 3737750.46 0.02051m (13010324) 419614.82 3737750.46 0.02019m (13010324) 419634.82 3737750.46 0.02008m (13010324) 419654.82 3737750.46 0.01991m (13010324) 419234.82 3737770.46 0.03644c (14010624) 419254.82 3737770.46 0.03447c (14010624) 419274.82 3737770.46 0.03304c (14010624) 419294.82 3737770.46 0.03164c (14010624) 419314.82 3737770.46 0.03061m (13010324) 419334.82 3737770.46 0.02964m (13010324) 419354.82 3737770.46 0.02846m (13010324) 419374.82 3737770.46 0.02729m (13010324) 419394.82 3737770.46 0.02632m (13010324) 419414.82 3737770.46 0.02547m (13010324) 419434.82 3737770.46 0.02465m (13010324) 419454.82 3737770.46 0.02399m (13010324) 419474.82 3737770.46 0.02354m (13010324) 419494.82 3737770.46 0.02311m (13010324) 419514.82 3737770.46 0.02266m (13010324) 419534.82 3737770.46 0.02208m (13010324) 419554.82 Page 132 MainPlace_r.ADO 3737770.46 0.02172m (13010324) 419574.82 3737770.46 0.02129m (13010324) 3737770.46 0.02087m (13010324) 419614.82 3737770.46 0.02060m (13010324) 3737770.46 0.02053m (13010324) 419654.82 3737770.46 0.02038m (13010324) 3737790.46 0.03389m (15020724) 419274.82 3737790.46 0.03282c (14010624) 3737790.46 0.03175m (13010324) 419314.82 3737790.46 0.03097m (13010324) 3737790.46 0.03008m (13010324) 419354.82 3737790.46 0.02892m (13010324) 3737790.46 0.02774m (13010324) 419394.82 3737790.46 0.02676m (13010324) 3737790.46 0.02590m (13010324) 419434.82 3737790.46 0.02507m (13010324) 3737790.46 0.02441m (13010324) 419474.82 3737790.46 0.02399m (13010324) 3737790.46 0.02357m (13010324) 419514.82 3737790.46 0.02309m (13010324) 3737790.46 0.02249m (13010324) 419554.82 3737790.46 0.02212m (13010324) 3737790.46 0.02167m (13010324) 419594.82 3737790.46 0.02127m (13010324) 3737790.46 0.02103m (13010324) 419634.82 3737790.46 0.02100m (13010324) 3737790.46 0.02088m (13010324) 419274.82 3737810.46 0.03312m (13010324) 3737810.46 0.03228m (13010324) 419314.82 3737810.46 0.03170m (13010324) 3737810.46 0.03088m (13010324) 419354.82 3737810.46 0.02974m (13010324) 3737810.46 0.02852m (13010324) 419394.82 3737810.46 0.02746m (13010324) 3737810.46 0.02654m (13010324) 419434.82 3737810.46 0.02565m (13010324) 3737810.46 0.02512c (12120424) 419474.82 3737810.46 0.02470c (12120424) 3737810.46 0.02428c (12120424) 419514.82 3737810.46 0.02384c (12120424) 3737810.46 0.02340c (12120424) 419554.82 3737810.46 0.02300c (12120424) 3737810.46 0.02263c (12120424) 419594.82 3737810.46 0.02232c (12120424) 3737810.46 0.02207c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** Page 133 12/29/18 419594.82 419634.82 419254.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 MainPlace_r.ADO *** 15:24:35 PAGE 58 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - - 0.02197c - (12120424) 419654.82 3737810.46 0.02183c (12120424) 419294.82 3737830.46 0.03340m (13010324) 419314.82 3737830.46 0.03280m (13010324) 419334.82 3737830.46 0.03226m (13010324) 419354.82 3737830.46 0.03122m (13010324) 419374.82 3737830.46 0.02993m (13010324) 419394.82 3737830.46 0.02883m (13010324) 419414.82 3737830.46 0.02791c (12120424) 419434.82 3737830.46 0.02716c (12120424) 419454.82 3737830.46 0.02662c (12120424) 419474.82 3737830.46 0.02625c (12120424) 419494.82 3737830.46 0.02589c (12120424) 419514.82 3737830.46 0.02544c (12120424) 419534.82 3737830.46 0.02496c (12120424) 419554.82 3737830.46 0.02451c (12120424) 419574.82 3737830.46 0.02412c (12120424) 419594.82 3737830.46 0.02383c (12120424) 419614.82 3737830.46 0.02370c (12120424) 419634.82 3737830.46 0.02362c (12120424) 419654.82 3737830.46 0.02348c (12120424) 419314.82 3737850.46 0.03490m (13010324) Page 134 MainPlace_r.ADO 419334.82 3737850.46 0.03453m (13010324) 3737850.46 0.03336m (13010324) 419374.82 3737850.46 0.03216m (13010324) 3737850.46 0.03132c (12120424) 419414.82 3737850.46 0.03056c (12120424) 3737850.46 0.02968c (12120424) 419454.82 3737850.46 0.02905c (12120424) 3737850.46 0.02867c (12120424) 419494.82 3737850.46 0.02825c (12120424) 3737850.46 0.02764c (12120424) 419534.82 3737850.46 0.02713c (12120424) 3737850.46 0.02669c (12120424) 419574.82 3737850.46 0.02631c (12120424) 3737850.46 0.02602c (12120424) 419614.82 3737850.46 0.02594c (12120424) 3737850.46 0.02588c (12120424) 419654.82 3737850.46 0.02576c (12120424) 3737870.46 0.03075c (12120424) 419534.82 3737870.46 0.03030c (12120424) 3737870.46 0.03012c (12120424) 419574.82 3737870.46 0.02988c (12120424) 3737870.46 0.02957c (12120424) 419614.82 3737870.46 0.02932c (12120424) 3737870.46 0.02916c (12120424) 419654.82 3737870.46 0.02909c (12120424) 3737890.46 0.03940c (12120424) 419534.82 3737890.46 0.03906c (12120424) 3737890.46 0.03859c (12120424) 419574.82 3737890.46 0.03836c (12120424) 3737890.46 0.03819c (12120424) 419614.82 3737890.46 0.03807c (12120424) 3737890.46 0.03810c (12120424) 419654.82 3737890.46 0.03839c (12120424) 3737890.46 0.03816c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 59 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL , L0006933 , L0006941 , L0006942 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006935 , L0006937 , L0006938 , L0006939 , L0006940 L0006943 , Page 135 *** MainPlace r.ADO L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - - 0.06196m - (13010324) 419414.82 3737330.46 0.05308m (13010324) 419434.82 3737330.46 0.04640m (13010324) 419454.82 3737330.46 0.04148m (13010324) 419474.82 3737330.46 0.03764c (14010624) 419494.82 3737330.46 0.03458c (14010624) 419514.82 3737330.46 0.03197c (14010624) 419534.82 3737330.46 0.02966c (14010624) 419554.82 3737330.46 0.02760c (14010624) 419574.82 3737330.46 0.02578m (13010324) 419594.82 3737330.46 0.02431c (14010624) 419614.82 3737330.46 0.02299m (13010324) 419634.82 3737330.46 0.02215m (13010324) 419654.82 3737330.46 0.02135m (13010324) 419374.82 3737350.46 0.06513c (12120424) 419394.82 3737350.46 0.05493m (13010324) 419414.82 3737350.46 0.04794c (12120424) 419434.82 3737350.46 0.04295c (12120424) 419454.82 3737350.46 0.03914c (14010624) 419474.82 3737350.46 0.03613c (14010624) 419494.82 3737350.46 0.03334c (14010624) 419514.82 3737350.46 0.03078c (14010624) 419534.82 3737350.46 0.02880c (14010624) 419554.82 3737350.46 0.02710c (14010624) 419574.82 3737350.46 0.02542c (14010624) 419594.82 3737350.46 0.02401c (14010624) 419614.82 3737350.46 0.02291c (14010624) 419634.82 3737350.46 0.02209c (14010624) 419654.82 3737350.46 0.02120c (14010624) 419374.82 3737370.46 0.05825c (12120424) 419394.82 3737370.46 0.05071c (12120424) 419414.82 3737370.46 0.04514c (12120424) 419434.82 3737370.46 0.04052c (12120424) 419454.82 Page 136 MainPlace r.ADO 3737370.46 0.03723c (14010624) 419474.82 3737370.46 0.03434c (14010624) 419494.82 3737370.46 0.03181c (14010624) 419514.82 3737370.46 0.02965c (14010624) 419534.82 3737370.46 0.02775c (14010624) 419554.82 3737370.46 0.02622c (14010624) 419574.82 3737370.46 0.02470c (14010624) 419594.82 3737370.46 0.02333c (14010624) 419614.82 3737370.46 0.02253c (14010624) 419634.82 3737370.46 0.02158c (14010624) 419654.82 3737370.46 0.02075c (14010624) 419354.82 3737390.46 0.06215c (12120424) 419374.82 3737390.46 0.05366c (12120424) 419394.82 3737390.46 0.04720c (12120424) 419414.82 3737390.46 0.04219c (12120424) 419434.82 3737390.46 0.03847c (14010624) 419454.82 3737390.46 0.03536c (14010624) 419474.82 3737390.46 0.03278c (14010624) 419494.82 3737390.46 0.03058c (14010624) 419514.82 3737390.46 0.02865c (14010624) 419534.82 3737390.46 0.02697c (14010624) 419554.82 3737390.46 0.02547c (14010624) 419574.82 3737390.46 0.02412c (14010624) 419594.82 3737390.46 0.02312c (14010624) 419614.82 3737390.46 0.02209c (14010624) 419634.82 3737390.46 0.02115c (14010624) 419654.82 3737390.46 0.02036m (13010324) 419354.82 3737410.46 0.05632c (12120424) 419374.82 3737410.46 0.04933c (12120424) 419394.82 3737410.46 0.04392c (12120424) 419414.82 3737410.46 0.03982c (14010624) 419434.82 3737410.46 0.03655c (12120424) 419454.82 3737410.46 0.03384c (12120424) 419474.82 3737410.46 0.03152c (12120424) 419494.82 3737410.46 0.02950c (12120424) 419514.82 3737410.46 0.02780c (14010624) 419534.82 3737410.46 0.02632c (14010624) 419554.82 3737410.46 0.02502c (14010624) 419574.82 3737410.46 0.02383c (14010624) 419594.82 3737410.46 0.02273c (14010624) 419614.82 3737410.46 0.02170c (14010624) 419634.82 3737410.46 0.02076c (14010624) 419654.82 3737410.46 0.02008m (13010324) 419334.82 3737430.46 0.05924c (12120424) 419354.82 3737430.46 0.05147c (12120424) 419374.82 3737430.46 0.04573c (12120424) 419394.82 3737430.46 0.04136c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 137 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 60 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - - 0.03786c - (12120424) 419434.82 3737430.46 0.03499c (12120424) 419454.82 3737430.46 0.03259c (12120424) 419474.82 3737430.46 0.03047c (12120424) 419494.82 3737430.46 0.02858c (12120424) 419514.82 3737430.46 0.02695c (14010624) 419534.82 3737430.46 0.02559c (14010624) 419554.82 3737430.46 0.02437c (14010624) 419574.82 3737430.46 0.02323c (14010624) 419594.82 3737430.46 0.02215c (14010624) 419614.82 3737430.46 0.02110c (14010624) 419634.82 3737430.46 0.02018m (13010324) 419654.82 3737430.46 0.01974m (13010324) 419334.82 3737450.46 0.05390c (12120424) 419354.82 3737450.46 0.04775c (12120424) 419374.82 3737450.46 0.04301c (12120424) 419394.82 3737450.46 0.03924c (12120424) 419414.82 3737450.46 0.03615c (12120424) 419434.82 3737450.46 0.03355c (12120424) 419454.82 3737450.46 0.03135c (12120424) Page 138 MainPlace r.ADO 419474.82 3737450.46 0.02941c (12120424) 419494.82 3737450.46 0.02767c (12120424) 419514.82 3737450.46 0.02618c (14010624) 419534.82 3737450.46 0.02491c (14010624) 419554.82 3737450.46 0.02376c (14010624) 419574.82 3737450.46 0.02268c (14010624) 419594.82 3737450.46 0.02163c (14010624) 419614.82 3737450.46 0.02045c (14010624) 419634.82 3737450.46 0.01984m (13010324) 419654.82 3737450.46 0.01941m (13010324) 419314.82 3737470.46 0.05664c (12120424) 419334.82 3737470.46 0.04978c (12120424) 419354.82 3737470.46 0.04468c (12120424) 419374.82 3737470.46 0.04064c (12120424) 419394.82 3737470.46 0.03733c (12120424) 419414.82 3737470.46 0.03457c (12120424) 419434.82 3737470.46 0.03224 (12120224) 419454.82 3737470.46 0.03020c (14010624) 419474.82 3737470.46 0.02844c (14010624) 419494.82 3737470.46 0.02686c (14010624) 419514.82 3737470.46 0.02546c (14010624) 419534.82 3737470.46 0.02425c (14010624) 419554.82 3737470.46 0.02320c (14010624) 419574.82 3737470.46 0.02218c (14010624) 419594.82 3737470.46 0.02118c (14010624) 419614.82 3737470.46 0.02010m (13010324) 419634.82 3737470.46 0.01961m (13010324) 419654.82 3737470.46 0.01917m (13010324) 419314.82 3737490.46 0.05193c (12120424) 419334.82 3737490.46 0.04639c (12120424) 419354.82 3737490.46 0.04203c (12120424) 419374.82 3737490.46 0.03853c (12120424) 419394.82 3737490.46 0.03563 (12120224) 419414.82 3737490.46 0.03317 (12120224) 419434.82 3737490.46 0.03109c (14010624) 419454.82 3737490.46 0.02925c (14010624) 419474.82 3737490.46 0.02761c (14010624) 419494.82 3737490.46 0.02614c (14010624) 419514.82 3737490.46 0.02483c (14010624) 419534.82 3737490.46 0.02366c (14010624) 419554.82 3737490.46 0.02265c (14010624) 419574.82 3737490.46 0.02170c (14010624) 419594.82 3737490.46 0.02079c (14010624) 419614.82 3737490.46 0.01996c (14010624) 419634.82 3737490.46 0.01935m (13010324) 419654.82 3737490.46 0.01908m (13010324) 419294.82 3737510.46 0.05428c (12120424) 419314.82 3737510.46 0.04819c (12120424) Page 139 MainPlace_r.ADO 419334.82 3737510.46 0.04349c (12120424) 3737510.46 0.03969c (12120424) 419374.82 3737510.46 0.03674 (12120224) 3737510.46 0.03416 (12120224) 419414.82 3737510.46 0.03200c (14010624) 3737510.46 0.03010c (14010624) 419454.82 3737510.46 0.02840c (14010624) 3737510.46 0.02687c (14010624) 419494.82 3737510.46 0.02549c (14010624) 3737510.46 0.02424c (14010624) 419534.82 3737510.46 0.02311c (14010624) 3737510.46 0.02214c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 61 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - - - - - - 3737510.46 0.02125c - (14010624) 419594.82 3737510.46 0.02044c (14010624) 419614.82 3737510.46 0.01973c (14010624) 419634.82 3737510.46 0.01926m (13010324) 419654.82 3737510.46 0.01889m (13010324) 419294.82 3737530.46 0.05017c (12120424) 419314.82 3737530.46 0.04506c (12120424) 419334.82 Page 140 MainPlace r.ADO 3737530.46 0.04100c (12120424) 419354.82 3737530.46 0.03785 (12120224) 419374.82 3737530.46 0.03521c (14010624) 419394.82 3737530.46 0.03296c (14010624) 419414.82 3737530.46 0.03098c (14010624) 419434.82 3737530.46 0.02922c (14010624) 419454.82 3737530.46 0.02763c (14010624) 419474.82 3737530.46 0.02619c (14010624) 419494.82 3737530.46 0.02488c (14010624) 419514.82 3737530.46 0.02368c (14010624) 419534.82 3737530.46 0.02253c (14010624) 419554.82 3737530.46 0.02164c (14010624) 419574.82 3737530.46 0.02083c (14010624) 419594.82 3737530.46 0.02012c (14010624) 419614.82 3737530.46 0.01954m (13010324) 419634.82 3737530.46 0.01910c (14010624) 419654.82 3737530.46 0.01866m (13010324) 419274.82 3737550.46 0.05234c (12120424) 419294.82 3737550.46 0.04678c (12120424) 419314.82 3737550.46 0.04241c (12120424) 419334.82 3737550.46 0.03897c (14010624) 419354.82 3737550.46 0.03627c (14010624) 419374.82 3737550.46 0.03393c (14010624) 419394.82 3737550.46 0.03187c (14010624) 419414.82 3737550.46 0.03005c (14010624) 419434.82 3737550.46 0.02842c (14010624) 419454.82 3737550.46 0.02694c (14010624) 419474.82 3737550.46 0.02559c (14010624) 419494.82 3737550.46 0.02436c (14010624) 419514.82 3737550.46 0.02323c (14010624) 419534.82 3737550.46 0.02218c (14010624) 419554.82 3737550.46 0.02130c (14010624) 419574.82 3737550.46 0.02052c (14010624) 419594.82 3737550.46 0.01988m (13010324) 419614.82 3737550.46 0.01939m (13010324) 419634.82 3737550.46 0.01890m (13010324) 419654.82 3737550.46 0.01858m (13010324) 419274.82 3737570.46 0.04865c (14010624) 419294.82 3737570.46 0.04393c (12120424) 419314.82 3737570.46 0.04024c (14010624) 419334.82 3737570.46 0.03731c (14010624) 419354.82 3737570.46 0.03490c (14010624) 419374.82 3737570.46 0.03278c (14010624) 419394.82 3737570.46 0.03089c (14010624) 419414.82 3737570.46 0.02921c (14010624) 419434.82 3737570.46 0.02770c (14010624) 419454.82 3737570.46 0.02632c (14010624) 419474.82 3737570.46 0.02505c (14010624) 419494.82 Page 141 MainPlace_r.ADO 3737570.46 0.02390c (14010624) 419514.82 3737570.46 0.02283c (14010624) 3737570.46 0.02184c (14010624) 419554.82 3737570.46 0.02098c (14010624) 3737570.46 0.02027m (13010324) 419594.82 3737570.46 0.01975m (13010324) 3737570.46 0.01923m (13010324) 419634.82 3737570.46 0.01881m (13010324) 3737570.46 0.01852m (13010324) 419254.82 3737590.46 0.05090c (14010624) 3737590.46 0.04571c (14010624) 419294.82 3737590.46 0.04160c (14010624) 3737590.46 0.03844c (14010624) 419334.82 3737590.46 0.03584c (14010624) 3737590.46 0.03368c (14010624) 419374.82 3737590.46 0.03173c (14010624) 3737590.46 0.02999c (14010624) 419414.82 3737590.46 0.02845c (14010624) 3737590.46 0.02704c (14010624) 419454.82 3737590.46 0.02576c (14010624) 3737590.46 0.02458c (14010624) 419494.82 3737590.46 0.02349c (14010624) 3737590.46 0.02246c (14010624) 419534.82 3737590.46 0.02142c (14010624) 3737590.46 0.02074m (13010324) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 62 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 Page 142 IN MICROGRAMS/M**3 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.02016m - - (13010324) 419594.82 3737590.46 0.01965m (13010324) 419614.82 3737590.46 0.01915m (13010324) 419634.82 3737590.46 0.01870m (13010324) 419654.82 3737590.46 0.01846m (13010324) 419254.82 3737610.46 0.04765c (14010624) 419274.82 3737610.46 0.04330c (14010624) 419294.82 3737610.46 0.03972c (14010624) 419314.82 3737610.46 0.03686c (14010624) 419334.82 3737610.46 0.03450c (14010624) 419354.82 3737610.46 0.03257c (14010624) 419374.82 3737610.46 0.03079c (14010624) 419394.82 3737610.46 0.02920c (14010624) 419414.82 3737610.46 0.02777c (14010624) 419434.82 3737610.46 0.02646c (14010624) 419454.82 3737610.46 0.02526c (14010624) 419474.82 3737610.46 0.02415c (14010624) 419494.82 3737610.46 0.02312c (14010624) 419514.82 3737610.46 0.02216c (14010624) 419534.82 3737610.46 0.02125m (13010324) 419554.82 3737610.46 0.02064m (13010324) 419574.82 3737610.46 0.02009m (13010324) 419594.82 3737610.46 0.01960m (13010324) 419614.82 3737610.46 0.01916m (13010324) 419634.82 3737610.46 0.01870m (13010324) 419654.82 3737610.46 0.01849m (13010324) 419254.82 3737630.46 0.04490c (14010624) 419274.82 3737630.46 0.04116c (14010624) 419294.82 3737630.46 0.03805c (14010624) 419314.82 3737630.46 0.03541c (14010624) 419334.82 3737630.46 0.03331c (14010624) 419354.82 3737630.46 0.03151c (14010624) 419374.82 3737630.46 0.02995c (14010624) 419394.82 3737630.46 0.02849c (14010624) 419414.82 3737630.46 0.02716c (14010624) 419434.82 3737630.46 0.02594c (14010624) 419454.82 3737630.46 0.02481c (14010624) 419474.82 3737630.46 0.02377c (14010624) 419494.82 3737630.46 0.02280c (14010624) 419514.82 3737630.46 0.02190c (14010624) 419534.82 3737630.46 0.02110m (13010324) 419554.82 3737630.46 0.02057m (13010324) Page 143 MainPlace r.ADO 419574.82 3737630.46 0.02005m (13010324) 419594.82 3737630.46 0.01960m (13010324) 419614.82 3737630.46 0.01921m (13010324) 419634.82 3737630.46 0.01878m (13010324) 419654.82 3737630.46 0.01864m (13010324) 419234.82 3737650.46 0.04656c (14010624) 419254.82 3737650.46 0.04257c (14010624) 419274.82 3737650.46 0.03931c (14010624) 419294.82 3737650.46 0.03657c (14010624) 419314.82 3737650.46 0.03422c (14010624) 419334.82 3737650.46 0.03218c (14010624) 419354.82 3737650.46 0.03055c (14010624) 419374.82 3737650.46 0.02909c (14010624) 419394.82 3737650.46 0.02782c (14010624) 419414.82 3737650.46 0.02663c (14010624) 419434.82 3737650.46 0.02548c (14010624) 419454.82 3737650.46 0.02443c (14010624) 419474.82 3737650.46 0.02345c (14010624) 419494.82 3737650.46 0.02253c (14010624) 419514.82 3737650.46 0.02168c (14010624) 419534.82 3737650.46 0.02100m (13010324) 419554.82 3737650.46 0.02048m (13010324) 419574.82 3737650.46 0.02004m (13010324) 419594.82 3737650.46 0.01965m (13010324) 419614.82 3737650.46 0.01930m (13010324) 419634.82 3737650.46 0.01898m (13010324) 419654.82 3737650.46 0.01873m (13010324) 419234.82 3737670.46 0.04408c (14010624) 419254.82 3737670.46 0.04060c (14010624) 419274.82 3737670.46 0.03771c (14010624) 419294.82 3737670.46 0.03525c (14010624) 419314.82 3737670.46 0.03314c (14010624) 419334.82 3737670.46 0.03131c (14010624) 419354.82 3737670.46 0.02979c (14010624) 419374.82 3737670.46 0.02843c (14010624) 419394.82 3737670.46 0.02728c (14010624) 419414.82 3737670.46 0.02618c (14010624) 419434.82 3737670.46 0.02511c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 63 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** Page 144 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - - 0.02411c - (14010624) 419474.82 3737670.46 0.02318c (14010624) 419494.82 3737670.46 0.02232c (14010624) 419514.82 3737670.46 0.02157m (13010324) 419534.82 3737670.46 0.02099m (13010324) 419554.82 3737670.46 0.02047m (13010324) 419574.82 3737670.46 0.02008m (13010324) 419594.82 3737670.46 0.01973m (13010324) 419614.82 3737670.46 0.01937m (13010324) 419634.82 3737670.46 0.01903m (13010324) 419654.82 3737670.46 0.01889m (13010324) 419234.82 3737690.46 0.04199c (14010624) 419254.82 3737690.46 0.03893c (14010624) 419274.82 3737690.46 0.03636c (14010624) 419294.82 3737690.46 0.03416c (14010624) 419314.82 3737690.46 0.03225c (14010624) 419334.82 3737690.46 0.03057c (14010624) 419354.82 3737690.46 0.02919c (14010624) 419374.82 3737690.46 0.02793c (14010624) 419394.82 3737690.46 0.02686c (14010624) 419414.82 3737690.46 0.02583c (14010624) 419434.82 3737690.46 0.02481c (14010624) 419454.82 3737690.46 0.02385c (14010624) 419474.82 3737690.46 0.02297c (14010624) 419494.82 3737690.46 0.02219m (13010324) 419514.82 3737690.46 0.02158m (13010324) 419534.82 3737690.46 0.02101m (13010324) 419554.82 3737690.46 0.02053m (13010324) 419574.82 3737690.46 0.02017m (13010324) 419594.82 Page 145 MainPlace r.ADO 3737690.46 0.01984m (13010324) 419614.82 3737690.46 0.01953m (13010324) 419634.82 3737690.46 0.01921m (13010324) 419654.82 3737690.46 0.01909m (13010324) 419234.82 3737710.46 0.04023c (14010624) 419254.82 3737710.46 0.03754c (14010624) 419274.82 3737710.46 0.03523c (14010624) 419294.82 3737710.46 0.03324c (14010624) 419314.82 3737710.46 0.03150c (14010624) 419334.82 3737710.46 0.02996c (14010624) 419354.82 3737710.46 0.02868c (14010624) 419374.82 3737710.46 0.02754c (14010624) 419394.82 3737710.46 0.02654c (14010624) 419414.82 3737710.46 0.02556c (14010624) 419434.82 3737710.46 0.02458c (14010624) 419454.82 3737710.46 0.02367c (14010624) 419474.82 3737710.46 0.02288m (13010324) 419494.82 3737710.46 0.02226m (13010324) 419514.82 3737710.46 0.02164m (13010324) 419534.82 3737710.46 0.02102m (13010324) 419554.82 3737710.46 0.02064m (13010324) 419574.82 3737710.46 0.02027m (13010324) 419594.82 3737710.46 0.01997m (13010324) 419614.82 3737710.46 0.01974m (13010324) 419634.82 3737710.46 0.01948m (13010324) 419654.82 3737710.46 0.01934m (13010324) 419234.82 3737730.46 0.03873c (14010624) 419254.82 3737730.46 0.03636c (14010624) 419274.82 3737730.46 0.03432c (14010624) 419294.82 3737730.46 0.03251c (14010624) 419314.82 3737730.46 0.03092c (14010624) 419334.82 3737730.46 0.02950m (13010324) 419354.82 3737730.46 0.02831c (14010624) 419374.82 3737730.46 0.02725c (14010624) 419394.82 3737730.46 0.02630c (14010624) 419414.82 3737730.46 0.02537c (14010624) 419434.82 3737730.46 0.02445c (14010624) 419454.82 3737730.46 0.02358c (14010624) 419474.82 3737730.46 0.02304m (13010324) 419494.82 3737730.46 0.02247m (13010324) 419514.82 3737730.46 0.02191m (13010324) 419534.82 3737730.46 0.02131m (13010324) 419554.82 3737730.46 0.02092m (13010324) 419574.82 3737730.46 0.02053m (13010324) 419594.82 3737730.46 0.02020m (13010324) 419614.82 3737730.46 0.01994m (13010324) 419634.82 3737730.46 0.01974m (13010324) 419654.82 3737730.46 0.01960m (13010324) 419234.82 Page 146 MainPlace r.ADO 3737750.46 0.03742c (14010624) 419254.82 3737750.46 0.03542c (14010624) 419274.82 3737750.46 0.03360c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 64 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.03196c - (14010624) 419314.82 3737750.46 0.03060m (13010324) 419334.82 3737750.46 0.02947m (13010324) 419354.82 3737750.46 0.02826m (13010324) 419374.82 3737750.46 0.02710m (13010324) 419394.82 3737750.46 0.02617c (14010624) 419414.82 3737750.46 0.02528c (14010624) 419434.82 3737750.46 0.02442c (14010624) 419454.82 3737750.46 0.02372m (13010324) 419474.82 3737750.46 0.02326m (13010324) 419494.82 3737750.46 0.02279m (13010324) 419514.82 3737750.46 0.02230m (13010324) 419534.82 3737750.46 0.02175m (13010324) 419554.82 3737750.46 0.02128m (13010324) 419574.82 3737750.46 0.02087m (13010324) 419594.82 3737750.46 0.02051m (13010324) Page 147 MainPlace r.ADO 419614.82 3737750.46 0.02019m (13010324) 419634.82 3737750.46 0.02008m (13010324) 419654.82 3737750.46 0.01991m (13010324) 419234.82 3737770.46 0.03644c (14010624) 419254.82 3737770.46 0.03447c (14010624) 419274.82 3737770.46 0.03304c (14010624) 419294.82 3737770.46 0.03164c (14010624) 419314.82 3737770.46 0.03061m (13010324) 419334.82 3737770.46 0.02964m (13010324) 419354.82 3737770.46 0.02846m (13010324) 419374.82 3737770.46 0.02729m (13010324) 419394.82 3737770.46 0.02632m (13010324) 419414.82 3737770.46 0.02547m (13010324) 419434.82 3737770.46 0.02465m (13010324) 419454.82 3737770.46 0.02399m (13010324) 419474.82 3737770.46 0.02354m (13010324) 419494.82 3737770.46 0.02311m (13010324) 419514.82 3737770.46 0.02266m (13010324) 419534.82 3737770.46 0.02208m (13010324) 419554.82 3737770.46 0.02172m (13010324) 419574.82 3737770.46 0.02129m (13010324) 419594.82 3737770.46 0.02087m (13010324) 419614.82 3737770.46 0.02060m (13010324) 419634.82 3737770.46 0.02053m (13010324) 419654.82 3737770.46 0.02038m (13010324) 419254.82 3737790.46 0.03389m (15020724) 419274.82 3737790.46 0.03282c (14010624) 419294.82 3737790.46 0.03175m (13010324) 419314.82 3737790.46 0.03097m (13010324) 419334.82 3737790.46 0.03008m (13010324) 419354.82 3737790.46 0.02892m (13010324) 419374.82 3737790.46 0.02774m (13010324) 419394.82 3737790.46 0.02676m (13010324) 419414.82 3737790.46 0.02590m (13010324) 419434.82 3737790.46 0.02507m (13010324) 419454.82 3737790.46 0.02441m (13010324) 419474.82 3737790.46 0.02399m (13010324) 419494.82 3737790.46 0.02357m (13010324) 419514.82 3737790.46 0.02309m (13010324) 419534.82 3737790.46 0.02249m (13010324) 419554.82 3737790.46 0.02212m (13010324) 419574.82 3737790.46 0.02167m (13010324) 419594.82 3737790.46 0.02127m (13010324) 419614.82 3737790.46 0.02103m (13010324) 419634.82 3737790.46 0.02100m (13010324) 419654.82 3737790.46 0.02088m (13010324) 419274.82 3737810.46 0.03312m (13010324) 419294.82 3737810.46 0.03228m (13010324) Page 148 MainPlace_r.ADO 419314.82 3737810.46 0.03170m (13010324) 3737810.46 0.03088m (13010324) 419354.82 3737810.46 0.02974m (13010324) 3737810.46 0.02852m (13010324) 419394.82 3737810.46 0.02746m (13010324) 3737810.46 0.02654m (13010324) 419434.82 3737810.46 0.02565m (13010324) 3737810.46 0.02512c (12120424) 419474.82 3737810.46 0.02470c (12120424) 3737810.46 0.02428c (12120424) 419514.82 3737810.46 0.02384c (12120424) 3737810.46 0.02340c (12120424) 419554.82 3737810.46 0.02300c (12120424) 3737810.46 0.02263c (12120424) 419594.82 3737810.46 0.02232c (12120424) 3737810.46 0.02207c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:24:35 12/29/18 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 65 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.02197c (12120424) 419654.82 3737810.46 0.02183c (12120424) 419294.82 3737830.46 0.03340m (13010324) 419314.82 Page 149 MainPlace r.ADO 3737830.46 0.03280m (13010324) 419334.82 3737830.46 0.03226m (13010324) 419354.82 3737830.46 0.03122m (13010324) 419374.82 3737830.46 0.02993m (13010324) 419394.82 3737830.46 0.02883m (13010324) 419414.82 3737830.46 0.02791c (12120424) 419434.82 3737830.46 0.02716c (12120424) 419454.82 3737830.46 0.02662c (12120424) 419474.82 3737830.46 0.02625c (12120424) 419494.82 3737830.46 0.02589c (12120424) 419514.82 3737830.46 0.02544c (12120424) 419534.82 3737830.46 0.02496c (12120424) 419554.82 3737830.46 0.02451c (12120424) 419574.82 3737830.46 0.02412c (12120424) 419594.82 3737830.46 0.02383c (12120424) 419614.82 3737830.46 0.02370c (12120424) 419634.82 3737830.46 0.02362c (12120424) 419654.82 3737830.46 0.02348c (12120424) 419314.82 3737850.46 0.03490m (13010324) 419334.82 3737850.46 0.03453m (13010324) 419354.82 3737850.46 0.03336m (13010324) 419374.82 3737850.46 0.03216m (13010324) 419394.82 3737850.46 0.03132c (12120424) 419414.82 3737850.46 0.03056c (12120424) 419434.82 3737850.46 0.02968c (12120424) 419454.82 3737850.46 0.02905c (12120424) 419474.82 3737850.46 0.02867c (12120424) 419494.82 3737850.46 0.02825c (12120424) 419514.82 3737850.46 0.02764c (12120424) 419534.82 3737850.46 0.02713c (12120424) 419554.82 3737850.46 0.02669c (12120424) 419574.82 3737850.46 0.02631c (12120424) 419594.82 3737850.46 0.02602c (12120424) 419614.82 3737850.46 0.02594c (12120424) 419634.82 3737850.46 0.02588c (12120424) 419654.82 3737850.46 0.02576c (12120424) 419514.82 3737870.46 0.03075c (12120424) 419534.82 3737870.46 0.03030c (12120424) 419554.82 3737870.46 0.03012c (12120424) 419574.82 3737870.46 0.02988c (12120424) 419594.82 3737870.46 0.02957c (12120424) 419614.82 3737870.46 0.02932c (12120424) 419634.82 3737870.46 0.02916c (12120424) 419654.82 3737870.46 0.02909c (12120424) 419514.82 3737890.46 0.03940c (12120424) 419534.82 3737890.46 0.03906c (12120424) 419554.82 3737890.46 0.03859c (12120424) 419574.82 3737890.46 0.03836c (12120424) 419594.82 Page 150 MainPlace r.ADO 3737890.46 0.03819c (12120424) 419614.82 3737890.46 0.03807c (12120424) 419634.82 3737890.46 0.03810c (12120424) 419654.82 3737890.46 0.03839c (12120424) 419674.82 3737890.46 0.03816c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 66 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE SUMMARY OF MAXIMUM ANNUAL RESULTS AVERAGED OVER 5 YEARS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI 1ST HIGHEST VALUE IS 0.04398 AT ( 419374.82, 3737350.46, 44.42, 44.42, 4.60) DC 2ND HIGHEST VALUE IS 0.04178 AT ( 419394.82, 3737330.46, 44.46, 44.46, 4.60) DC 3RD HIGHEST VALUE IS 0.04096 AT ( 419354.82, 3737390.46, 44.74, 44.74, 4.60) DC 4TH HIGHEST VALUE IS 0.03908 AT ( 419374.82, 3737370.46, 44.69, 44.69, 4.60) DC 5TH HIGHEST VALUE IS 0.03856 AT ( 419334.82, 3737430.46, 45.17, 45.17, 4.60) DC 6TH HIGHEST VALUE IS 0.03729 AT ( 419394.82, 3737350.46, 44.75, 44.75, 4.60) DC 7TH HIGHEST VALUE IS 0.03685 AT ( 419314.82, 3737470.46, 45.18, 45.18, 4.60) DC 8TH HIGHEST VALUE IS 0.03684 AT ( 419354.82, 3737410.46, 45.20, 45.20, 4.60) DC 9TH HIGHEST VALUE IS 0.03577 AT ( 419414.82, 3737330.46, 44.68, 44.68, 4.60) DC 10TH HIGHEST VALUE IS 0.03535 AT ( 419374.82, 3737390.46, 45.00, 45.00, 4.60) DC Page 151 MainPlace_r.ADO ALL 1ST HIGHEST VALUE IS 0.04398 AT ( 419374.82, 3737350.46, 44.42, 44.42, 4.60) DC 2ND HIGHEST VALUE IS 0.04178 AT ( 419394.82, 3737330.46, 44.46, 44.46, 4.60) DC 3RD HIGHEST VALUE IS 0.04096 AT ( 419354.82, 3737390.46, 44.74, 44.74, 4.60) DC 4TH HIGHEST VALUE IS 0.03908 AT ( 419374.82, 3737370.46, 44.69, 44.69, 4.60) DC 5TH HIGHEST VALUE IS 0.03856 AT ( 419334.82, 3737430.46, 45.17, 45.17, 4.60) DC 6TH HIGHEST VALUE IS 0.03729 AT ( 419394.82, 3737350.46, 44.75, 44.75, 4.60) DC 7TH HIGHEST VALUE IS 0.03685 AT ( 419314.82, 3737470.46, 45.18, 45.18, 4.60) DC 8TH HIGHEST VALUE IS 0.03684 AT ( 419354.82, 3737410.46, 45.20, 45.20, 4.60) DC 9TH HIGHEST VALUE IS 0.03577 AT ( 419414.82, 3737330.46, 44.68, 44.68, 4.60) DC 10TH HIGHEST VALUE IS 0.03535 AT ( 419374.82, 3737390.46, 45.00, 45.00, 4.60) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 67 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 1-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 152 MainPlace_r.ADO SRCGPI HIGH 1ST HIGH VALUE IS 0.11448 ON 16090823: AT ( 419374.82, 3737350.46, 44.42, 44.42, 4.60) DC ALL HIGH 1ST HIGH VALUE IS 0.11448 ON 16090823: AT ( 419374.82, 3737350.46, 44.42, 44.42, 4.60) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 PAGE 68 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 24-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI HIGH 1ST HIGH VALUE IS 0.06513c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 4.60) DC ALL HIGH 1ST HIGH VALUE IS 0.06513c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 4.60) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 15:24:35 Page 153 MainPlace r.ADO PAGE 69 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** Message Summary : AERMOD Model Execution *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 1864 Informational Message(s) A Total of 43848 Hours Were Processed A Total of 1500 Calm Hours Identified A Total of 364 Missing Hours Identified ( 0.83 Percent) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET ************************************ *** AERMOD Finishes Successfully *** ************************************ Page 154 MainPlace_r.ADO ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.6.1 ** Lakes Environmental Software Inc. ** Date: 12/29/2018 ** File: C:\Lakes\AERMOD View\MainPlace r\MainPlace r.ADI **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010232 POLLUTID PM_10 FLAGPOLE 7.60 RUNORNOT RUN ERRORFIL MainPlace_r.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord.--------------------------------------------------------------------- ** ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINEI ** DESCRSRC I-5 SB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 419631.223, 3736783.185, 39.21, 3.70, 18.60 Page 1 MainPlace_r.ADO ** 419556.193, 3736928.110, 43.83, 3.70, 18.60 ** 419346.762, 3737245.905, 44.87, 3.70, 18.60 ** 419089.235, 3737628.422, 43.10, 3.70, 18.60 ** 418889.765, 3737922.507, 42.03, 3.70, 18.60 ** 418743.826, 3738075.215, 42.10, 3.70, 18.60 LOCATION L0006931 VOLUME 419622.028 3736800.945 39.73 LOCATION L0006932 VOLUME 419603.637 3736836.467 41.01 LOCATION L0006933 VOLUME 419585.247 3736871.989 42.06 LOCATION L0006934 VOLUME 419566.857 3736907.511 43.26 LOCATION L0006935 VOLUME 419546.946 3736942.141 44.28 LOCATION L0006936 VOLUME 419524.935 3736975.541 45.08 LOCATION L0006937 VOLUME 419502.925 3737008.940 45.63 LOCATION L0006938 VOLUME 419480.914 3737042.340 46.04 LOCATION L0006939 VOLUME 419458.903 3737075.740 46.28 LOCATION L0006940 VOLUME 419436.892 3737109.139 46.34 LOCATION L0006941 VOLUME 419414.882 3737142.539 45.55 LOCATION L0006942 VOLUME 419392.871 3737175.938 42.29 LOCATION L0006943 VOLUME 419370.860 3737209.338 45.05 LOCATION L0006944 VOLUME 419348.850 3737242.737 45.31 LOCATION L0006945 VOLUME 419326.542 3737275.939 45.03 LOCATION L0006946 VOLUME 419304.203 3737309.120 44.73 LOCATION L0006947 VOLUME 419281.864 3737342.301 44.44 LOCATION L0006948 VOLUME 419259.525 3737375.482 44.15 LOCATION L0006949 VOLUME 419237.187 3737408.663 43.84 LOCATION L0006950 VOLUME 419214.848 3737441.844 43.58 LOCATION L0006951 VOLUME 419192.509 3737475.025 43.45 LOCATION L0006952 VOLUME 419170.170 3737508.206 43.35 LOCATION L0006953 VOLUME 419147.831 3737541.387 43.27 LOCATION L0006954 VOLUME 419125.492 3737574.568 43.17 LOCATION L0006955 VOLUME 419103.154 3737607.749 43.06 LOCATION L0006956 VOLUME 419080.772 3737640.900 42.97 LOCATION L0006957 VOLUME 419058.318 3737674.004 42.90 LOCATION L0006958 VOLUME 419035.865 3737707.108 42.76 LOCATION L0006959 VOLUME 419013.412 3737740.211 42.65 LOCATION L0006960 VOLUME 418990.959 3737773.315 42.67 LOCATION L0006961 VOLUME 418968.505 3737806.419 42.81 LOCATION L0006962 VOLUME 418946.052 3737839.522 42.81 LOCATION L0006963 VOLUME 418923.599 3737872.626 42.76 LOCATION L0006964 VOLUME 418901.145 3737905.729 42.20 LOCATION L0006965 VOLUME 418876.136 3737936.769 42.10 LOCATION L0006966 VOLUME 418848.500 3737965.687 42.02 LOCATION L0006967 VOLUME 418820.864 3737994.605 41.90 LOCATION L0006968 VOLUME 418793.228 3738023.522 41.93 LOCATION L0006969 VOLUME 418765.592 3738052.440 41.99 ** End of LINE VOLUME Source ID = SLINEI ** ** Line Source Represented by Adjacent Volume Sources Page 2 MainPlace r.ADO ** LINE VOLUME Source ID = SLINE2 ** DESCRSRC SR-22 EB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 418533.449, 3738009.821, 45.15, 3.70, 9.30 ** 418708.288, 3738010.892, 45.54, 3.70, 9.30 ** 418914.480, 3737993.807, 49.94, 3.70, 9.30 ** 419017.576, 3737990.390, 48.84, 3.70, 9.30 ** 419299.994, 3737936.995, 44.35, 3.70, 9.30 ** 419360.932, 3737929.738, 42.97, 3.70, 9.30 ** 419710.834, 3737925.564, 40.99, 3.70, 9.30 ** 420052.825, 3737923.992, 49.51, 3.70, 9.30 ** LOCATION L0006970 VOLUME 418543.449 3738009.882 45.28 LOCATION L0006971 VOLUME 418563.449 3738010.005 45.81 LOCATION L0006972 VOLUME 418583.448 3738010.127 46.36 LOCATION L0006973 VOLUME 418603.448 3738010.250 46.99 LOCATION L0006974 VOLUME 418623.448 3738010.372 47.60 LOCATION L0006975 VOLUME 418643.447 3738010.495 48.01 LOCATION L0006976 VOLUME 418663.447 3738010.618 47.82 LOCATION L0006977 VOLUME 418683.446 3738010.740 47.20 LOCATION L0006978 VOLUME 418703.446 3738010.863 45.56 LOCATION L0006979 VOLUME 418723.394 3738009.641 43.86 LOCATION L0006980 VOLUME 418743.326 3738007.989 42.37 LOCATION L0006981 VOLUME 418763.258 3738006.338 41.61 LOCATION L0006982 VOLUME 418783.189 3738004.686 41.57 LOCATION L0006983 VOLUME 418803.121 3738003.034 41.77 LOCATION L0006984 VOLUME 418823.053 3738001.383 42.04 LOCATION L0006985 VOLUME 418842.984 3737999.731 42.39 LOCATION L0006986 VOLUME 418862.916 3737998.080 42.47 LOCATION L0006987 VOLUME 418882.848 3737996.428 42.95 LOCATION L0006988 VOLUME 418902.779 3737994.777 45.06 LOCATION L0006989 VOLUME 418922.735 3737993.534 49.44 LOCATION L0006990 VOLUME 418942.724 3737992.871 51.26 LOCATION L0006991 VOLUME 418962.713 3737992.209 51.81 LOCATION L0006992 VOLUME 418982.702 3737991.546 51.97 LOCATION L0006993 VOLUME 419002.691 3737990.884 51.53 LOCATION L0006994 VOLUME 419022.594 3737989.441 49.00 LOCATION L0006995 VOLUME 419042.246 3737985.726 48.25 LOCATION L0006996 VOLUME 419061.898 3737982.011 48.18 LOCATION L0006997 VOLUME 419081.549 3737978.295 48.28 LOCATION L0006998 VOLUME 419101.201 3737974.580 49.54 LOCATION L0006999 VOLUME 419120.853 3737970.864 49.89 Page 3 MainPlace_r.ADO LOCATION L0007000 VOLUME 419140.505 3737967.149 49.09 LOCATION L0007001 VOLUME 419160.157 3737963.433 47.82 LOCATION L0007002 VOLUME 419179.809 3737959.718 47.14 LOCATION L0007003 VOLUME 419199.461 3737956.002 46.83 LOCATION L0007004 VOLUME 419219.112 3737952.287 46.96 LOCATION L0007005 VOLUME 419238.764 3737948.572 47.34 LOCATION L0007006 VOLUME 419258.416 3737944.856 47.25 LOCATION L0007007 VOLUME 419278.068 3737941.141 45.59 LOCATION L0007008 VOLUME 419297.720 3737937.425 44.59 LOCATION L0007009 VOLUME 419317.555 3737934.904 43.96 LOCATION L0007010 VOLUME 419337.415 3737932.539 43.53 LOCATION L0007011 VOLUME 419357.275 3737930.173 43.11 LOCATION L0007012 VOLUME 419377.248 3737929.543 42.62 LOCATION L0007013 VOLUME 419397.246 3737929.305 42.10 LOCATION L0007014 VOLUME 419417.245 3737929.066 41.60 LOCATION L0007015 VOLUME 419437.243 3737928.828 41.14 LOCATION L0007016 VOLUME 419457.242 3737928.589 40.81 LOCATION L0007017 VOLUME 419477.241 3737928.350 40.60 LOCATION L0007018 VOLUME 419497.239 3737928.112 40.48 LOCATION L0007019 VOLUME 419517.238 3737927.873 40.42 LOCATION L0007020 VOLUME 419537.236 3737927.635 40.40 LOCATION L0007021 VOLUME 419557.235 3737927.396 40.33 LOCATION L0007022 VOLUME 419577.234 3737927.158 40.29 LOCATION L0007023 VOLUME 419597.232 3737926.919 40.27 LOCATION L0007024 VOLUME 419617.231 3737926.681 40.23 LOCATION L0007025 VOLUME 419637.229 3737926.442 40.18 LOCATION L0007026 VOLUME 419657.228 3737926.203 40.15 LOCATION L0007027 VOLUME 419677.226 3737925.965 41.61 LOCATION L0007028 VOLUME 419697.225 3737925.726 43.12 LOCATION L0007029 VOLUME 419717.224 3737925.535 40.46 LOCATION L0007030 VOLUME 419737.224 3737925.443 40.59 LOCATION L0007031 VOLUME 419757.224 3737925.351 40.98 LOCATION L0007032 VOLUME 419777.223 3737925.259 41.47 LOCATION L0007033 VOLUME 419797.223 3737925.167 42.03 LOCATION L0007034 VOLUME 419817.223 3737925.075 42.63 LOCATION L0007035 VOLUME 419837.223 3737924.983 43.24 LOCATION L0007036 VOLUME 419857.222 3737924.891 43.83 LOCATION L0007037 VOLUME 419877.222 3737924.799 44.42 LOCATION L0007038 VOLUME 419897.222 3737924.707 45.01 LOCATION L0007039 VOLUME 419917.222 3737924.615 45.60 LOCATION L0007040 VOLUME 419937.222 3737924.523 46.19 LOCATION L0007041 VOLUME 419957.221 3737924.431 46.78 LOCATION L0007042 VOLUME 419977.221 3737924.339 47.37 LOCATION L0007043 VOLUME 419997.221 3737924.248 48.00 LOCATION L0007044 VOLUME 420017.221 3737924.156 48.56 LOCATION L0007045 VOLUME 420037.221 3737924.064 49.11 ** End of LINE VOLUME Source ID = SLINE2 ** --------------------------------------------------------------------- Page 4 MainPlace_r.ADO ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3 ** DESCRSRC MainSt ** PREFIX ** Length of Side = 28.00 ** Configuration = Adjacent ** Emission Rate = 0.000015419 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 2 ** 419690.735, 3738149.975, 47.38, 3.70, 13.02 ** 419690.735, 3736869.042, 41.00, 3.70, 13.02 --------------------------------------------------------------------- ** LOCATION L0000480 VOLUME 419690.735 3738135.975 47.33 LOCATION L0000481 VOLUME 419690.735 3738107.975 47.37 LOCATION L0000482 VOLUME 419690.735 3738079.975 47.38 LOCATION L0000483 VOLUME 419690.735 3738051.975 47.45 LOCATION L0000484 VOLUME 419690.735 3738023.975 47.41 LOCATION L0000485 VOLUME 419690.735 3737995.975 47.35 LOCATION L0000486 VOLUME 419690.735 3737967.975 47.32 LOCATION L0000487 VOLUME 419690.735 3737939.975 44.90 LOCATION L0000488 VOLUME 419690.735 3737911.975 42.25 LOCATION L0000489 VOLUME 419690.735 3737883.975 44.57 LOCATION L0000490 VOLUME 419690.735 3737855.975 47.18 LOCATION L0000491 VOLUME 419690.735 3737827.975 47.09 LOCATION L0000492 VOLUME 419690.735 3737799.975 47.05 LOCATION L0000493 VOLUME 419690.735 3737771.975 46.99 LOCATION L0000494 VOLUME 419690.735 3737743.975 47.00 LOCATION L0000495 VOLUME 419690.735 3737715.975 46.95 LOCATION L0000496 VOLUME 419690.735 3737687.975 47.11 LOCATION L0000497 VOLUME 419690.735 3737659.975 47.16 LOCATION L0000498 VOLUME 419690.735 3737631.975 47.13 LOCATION L0000499 VOLUME 419690.735 3737603.975 47.15 LOCATION L0000500 VOLUME 419690.735 3737575.975 47.22 LOCATION L0000501 VOLUME 419690.735 3737547.975 47.27 LOCATION L0000502 VOLUME 419690.735 3737519.975 47.27 LOCATION L0000503 VOLUME 419690.735 3737491.975 47.27 LOCATION L0000504 VOLUME 419690.735 3737463.975 47.32 LOCATION L0000505 VOLUME 419690.735 3737435.975 47.28 LOCATION L0000506 VOLUME 419690.735 3737407.975 47.19 LOCATION L0000507 VOLUME 419690.735 3737379.975 47.04 LOCATION L0000508 VOLUME 419690.735 3737351.975 46.95 LOCATION L0000509 VOLUME 419690.735 3737323.975 46.80 LOCATION L0000510 VOLUME 419690.735 3737295.975 46.74 LOCATION L0000511 VOLUME 419690.735 3737267.975 46.71 LOCATION L0000512 VOLUME 419690.735 3737239.975 46.66 LOCATION L0000513 VOLUME 419690.735 3737211.975 46.58 LOCATION L0000514 VOLUME 419690.735 3737183.975 46.67 Page 5 LOCATION L0000515 VOLUME LOCATION L0000516 VOLUME LOCATION L0000517 VOLUME LOCATION L0000518 VOLUME LOCATION L0000519 VOLUME LOCATION L0000520 VOLUME LOCATION L0000521 VOLUME LOCATION L0000522 VOLUME LOCATION L0000523 VOLUME LOCATION L0000524 VOLUME LOCATION L0000525 VOLUME ** End of LINE VOLUME Source ID = MainPlace_r.ADO 419690.735 3737155.975 46.60 419690.735 3737127.975 44.46 419690.735 3737099.975 41.68 419690.735 3737071.975 46.91 419690.735 3737043.975 47.05 419690.735 3737015.975 46.59 419690.735 3736987.975 46.64 419690.735 3736959.975 46.94 419690.735 3736931.975 47.17 419690.735 3736903.975 46.45 419690.735 3736875.975 43.41 SLINE3 ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE4 ** DESCRSRC I-5 NB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 419663.396, 3736788.316, 37.99, 0.00, 18.60 ** 419610.600, 3736895.894, 41.87, 0.00, 18.60 ** 419408.071, 3737205.867, 42.46, 0.00, 18.60 ** 419323.036, 3737324.546, 45.08, 0.00, 18.60 ** 419174.164, 3737552.554, 43.45, 0.00, 18.60 ** 419083.342, 3737689.344, 43.17, 0.00, 18.60 ** 418995.300, 3737822.728, 42.89, 0.00, 18.60 ** 418791.710, 3738071.030, 42.30, 0.00, 18.60 --------------------------------------------------------------------- ** LOCATION L0007046 VOLUME LOCATION L0007047 VOLUME LOCATION L0007048 VOLUME LOCATION L0007049 VOLUME LOCATION L0007050 VOLUME LOCATION L0007051 VOLUME LOCATION L0007052 VOLUME LOCATION L0007053 VOLUME LOCATION L0007054 VOLUME LOCATION L0007055 VOLUME LOCATION L0007056 VOLUME LOCATION L0007057 VOLUME LOCATION L0007058 VOLUME LOCATION L0007059 VOLUME LOCATION L0007060 VOLUME LOCATION L0007061 VOLUME 419654.584 3736806.271 38.27 419636.961 3736842.179 39.48 419619.339 3736878.088 40.95 419599.570 3736912.775 42.19 419577.691 3736946.261 43.81 419555.812 3736979.747 47.55 419533.933 3737013.233 45.96 419512.054 3737046.719 45.83 419490.175 3737080.205 46.25 419468.296 3737113.691 46.44 419446.417 3737147.177 46.25 419424.538 3737180.663 42.84 419402.309 3737213.909 44.11 419379.011 3737246.424 45.72 419355.714 3737278.939 45.41 419332.416 3737311.454 45.10 Page 6 LOCATION L0007062 VOLUME LOCATION L0007063 VOLUME LOCATION L0007064 VOLUME LOCATION L0007065 VOLUME LOCATION L0007066 VOLUME LOCATION L0007067 VOLUME LOCATION L0007068 VOLUME LOCATION L0007069 VOLUME LOCATION L0007070 VOLUME LOCATION L0007071 VOLUME LOCATION L0007072 VOLUME LOCATION L0007073 VOLUME LOCATION L0007074 VOLUME LOCATION L0007075 VOLUME LOCATION L0007076 VOLUME LOCATION L0007077 VOLUME LOCATION L0007078 VOLUME LOCATION L0007079 VOLUME LOCATION L0007080 VOLUME LOCATION L0007081 VOLUME LOCATION L0007082 VOLUME LOCATION L0007083 VOLUME LOCATION L0007084 VOLUME ** End of LINE VOLUME Source ID MainPlace_r.ADO 419309.972 3737344.553 44.82 419288.104 3737378.046 44.47 419266.236 3737411.539 44.13 419244.367 3737445.032 43.90 419222.499 3737478.525 43.71 419200.631 3737512.018 43.65 419178.762 3737545.511 43.52 419156.691 3737578.870 43.39 419134.566 3737612.194 43.28 419112.440 3737645.518 43.22 419090.315 3737678.841 43.16 419068.251 3737712.206 43.10 419046.216 3737745.589 43.03 419024.181 3737778.973 43.12 419002.146 3737812.356 42.94 418977.818 3737844.050 42.80 418952.456 3737874.981 42.65 418927.094 3737905.913 42.51 418901.732 3737936.845 42.39 418876.370 3737967.777 42.50 418851.008 3737998.709 42.43 418825.647 3738029.640 42.30 418800.285 3738060.572 42.29 = SLINE4 ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5 ** DESCRSRC SR-22 WB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 418534.137, 3737984.902, 44.74, 3.70, 9.30 ** 418698.335, 3737984.232, 48.24, 3.70, 9.30 ** 418949.006, 3737981.395, 50.99, 3.70, 9.30 ** 419354.384, 3737899.159, 43.95, 3.70, 9.30 ** 419738.505, 3737903.268, 40.87, 3.70, 9.30 ** 420050.365, 3737898.645, 49.92, 3.70, 9.30 ** LOCATION L0007085 VOLUME 418544.137 3737984.861 45.30 LOCATION L0007086 VOLUME 418564.137 3737984.779 45.81 LOCATION L0007087 VOLUME 418584.136 3737984.698 46.36 LOCATION L0007088 VOLUME 418604.136 3737984.616 46.98 LOCATION L0007089 VOLUME 418624.136 3737984.535 47.58 LOCATION L0007090 VOLUME 418644.136 3737984.453 48.15 Page 7 MainPlace_r.ADO LOCATION L0007091 VOLUME 418664.136 3737984.371 48.69 LOCATION L0007092 VOLUME 418684.136 3737984.290 49.21 LOCATION L0007093 VOLUME 418704.135 3737984.166 48.58 LOCATION L0007094 VOLUME 418724.134 3737983.940 46.11 LOCATION L0007095 VOLUME 418744.133 3737983.713 42.26 LOCATION L0007096 VOLUME 418764.131 3737983.487 41.36 LOCATION L0007097 VOLUME 418784.130 3737983.261 41.30 LOCATION L0007098 VOLUME 418804.129 3737983.034 41.49 LOCATION L0007099 VOLUME 418824.127 3737982.808 41.78 LOCATION L0007100 VOLUME 418844.126 3737982.582 42.20 LOCATION L0007101 VOLUME 418864.125 3737982.355 42.36 LOCATION L0007102 VOLUME 418884.124 3737982.129 42.85 LOCATION L0007103 VOLUME 418904.122 3737981.903 44.63 LOCATION L0007104 VOLUME 418924.121 3737981.676 47.88 LOCATION L0007105 VOLUME 418944.120 3737981.450 50.54 LOCATION L0007106 VOLUME 418963.818 3737978.390 50.98 LOCATION L0007107 VOLUME 418983.418 3737974.414 51.02 LOCATION L0007108 VOLUME 419003.019 3737970.438 50.98 LOCATION L0007109 VOLUME 419022.620 3737966.461 50.98 LOCATION L0007110 VOLUME 419042.221 3737962.485 50.92 LOCATION L0007111 VOLUME 419061.821 3737958.509 50.05 LOCATION L0007112 VOLUME 419081.422 3737954.532 49.25 LOCATION L0007113 VOLUME 419101.023 3737950.556 48.27 LOCATION L0007114 VOLUME 419120.624 3737946.580 48.25 LOCATION L0007115 VOLUME 419140.224 3737942.604 48.62 LOCATION L0007116 VOLUME 419159.825 3737938.627 49.13 LOCATION L0007117 VOLUME 419179.426 3737934.651 48.82 LOCATION L0007118 VOLUME 419199.027 3737930.675 48.25 LOCATION L0007119 VOLUME 419218.627 3737926.699 47.64 LOCATION L0007120 VOLUME 419238.228 3737922.722 47.05 LOCATION L0007121 VOLUME 419257.829 3737918.746 46.53 LOCATION L0007122 VOLUME 419277.430 3737914.770 46.08 LOCATION L0007123 VOLUME 419297.030 3737910.793 45.64 LOCATION L0007124 VOLUME 419316.631 3737906.817 45.17 LOCATION L0007125 VOLUME 419336.232 3737902.841 44.64 LOCATION L0007126 VOLUME 419355.862 3737899.174 44.15 LOCATION L0007127 VOLUME 419375.861 3737899.388 43.58 LOCATION L0007128 VOLUME 419395.860 3737899.602 42.99 LOCATION L0007129 VOLUME 419415.859 3737899.816 42.41 LOCATION L0007130 VOLUME 419435.858 3737900.030 41.89 LOCATION L0007131 VOLUME 419455.856 3737900.244 41.50 LOCATION L0007132 VOLUME 419475.855 3737900.458 41.24 LOCATION L0007133 VOLUME 419495.854 3737900.672 41.09 LOCATION L0007134 VOLUME 419515.853 3737900.886 40.99 LOCATION L0007135 VOLUME 419535.852 3737901.100 40.86 LOCATION L0007136 VOLUME 419555.851 3737901.314 40.71 LOCATION L0007137 VOLUME 419575.850 3737901.528 40.58 LOCATION L0007138 VOLUME 419595.848 3737901.742 40.46 Page 8 LOCATION L0007139 VOLUME LOCATION L0007140 VOLUME LOCATION L0007141 VOLUME LOCATION L0007142 VOLUME LOCATION L0007143 VOLUME LOCATION L0007144 VOLUME LOCATION L0007145 VOLUME LOCATION L0007146 VOLUME LOCATION L0007147 VOLUME LOCATION L0007148 VOLUME LOCATION L0007149 VOLUME LOCATION L0007150 VOLUME LOCATION L0007151 VOLUME LOCATION L0007152 VOLUME LOCATION L0007153 VOLUME LOCATION L0007154 VOLUME LOCATION L0007155 VOLUME LOCATION L0007156 VOLUME LOCATION L0007157 VOLUME LOCATION L0007158 VOLUME LOCATION L0007159 VOLUME LOCATION L0007160 VOLUME ** End of LINE VOLUME Source ID = ** Source Parameters ** MainPlace_r.ADO 419615.847 3737901.956 40.39 419635.846 3737902.169 40.33 419655.845 3737902.383 40.28 419675.844 3737902.597 40.68 419695.843 3737902.811 41.36 419715.842 3737903.025 40.59 419735.840 3737903.239 40.75 419755.838 3737903.011 41.13 419775.836 3737902.714 41.61 419795.834 3737902.418 42.19 419815.832 3737902.122 42.79 419835.830 3737901.825 43.40 419855.827 3737901.529 44.00 419875.825 3737901.232 44.59 419895.823 3737900.936 45.19 419915.821 3737900.640 45.80 419935.819 3737900.343 46.39 419955.816 3737900.047 47.00 419975.814 3737899.750 47.61 419995.812 3737899.454 48.20 420015.810 3737899.158 48.81 420035.808 3737898.861 49.42 SLINE5 LIRE TOL11111E Source ID = SLIRE1 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 Page 9 MainPlace_r.ADO SRCPARAM L0006954 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006955 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006956 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006957 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006958 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006959 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006960 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006961 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006962 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006963 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006964 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006965 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006966 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006967 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006968 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006969 0.0000248718 3.70 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE2 SRCPARAM L0006970 0.000004079 3.70 9.30 2.84 SRCPARAM L0006971 0.000004079 3.70 9.30 2.84 SRCPARAM L0006972 0.000004079 3.70 9.30 2.84 SRCPARAM L0006973 0.000004079 3.70 9.30 2.84 SRCPARAM L0006974 0.000004079 3.70 9.30 2.84 SRCPARAM L0006975 0.000004079 3.70 9.30 2.84 SRCPARAM L0006976 0.000004079 3.70 9.30 2.84 SRCPARAM L0006977 0.000004079 3.70 9.30 2.84 SRCPARAM L0006978 0.000004079 3.70 9.30 2.84 SRCPARAM L0006979 0.000004079 3.70 9.30 2.84 SRCPARAM L0006980 0.000004079 3.70 9.30 2.84 SRCPARAM L0006981 0.000004079 3.70 9.30 2.84 SRCPARAM L0006982 0.000004079 3.70 9.30 2.84 SRCPARAM L0006983 0.000004079 3.70 9.30 2.84 SRCPARAM L0006984 0.000004079 3.70 9.30 2.84 SRCPARAM L0006985 0.000004079 3.70 9.30 2.84 SRCPARAM L0006986 0.000004079 3.70 9.30 2.84 SRCPARAM L0006987 0.000004079 3.70 9.30 2.84 SRCPARAM L0006988 0.000004079 3.70 9.30 2.84 SRCPARAM L0006989 0.000004079 3.70 9.30 2.84 SRCPARAM L0006990 0.000004079 3.70 9.30 2.84 SRCPARAM L0006991 0.000004079 3.70 9.30 2.84 SRCPARAM L0006992 0.000004079 3.70 9.30 2.84 SRCPARAM L0006993 0.000004079 3.70 9.30 2.84 SRCPARAM L0006994 0.000004079 3.70 9.30 2.84 SRCPARAM L0006995 0.000004079 3.70 9.30 2.84 SRCPARAM L0006996 0.000004079 3.70 9.30 2.84 SRCPARAM L0006997 0.000004079 3.70 9.30 2.84 SRCPARAM L0006998 0.000004079 3.70 9.30 2.84 SRCPARAM L0006999 0.000004079 3.70 9.30 2.84 Page 10 MainPlace DO ** ** LINE VOLUME Source ID = SLINE3 Page 11 MainPlace_r.ADO SRCPARAM L0000480 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000481 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000482 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000483 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000484 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000485 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000486 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000487 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000488 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000489 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000490 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000491 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000492 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000493 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000494 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000495 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000496 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000497 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000498 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000499 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000500 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000501 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000502 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000503 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000504 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000505 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000506 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000507 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000508 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000509 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000510 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000511 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000512 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000513 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000514 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000515 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000516 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000517 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000518 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000519 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000520 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000521 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000522 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000523 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000524 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000525 0.0000003352 3.70 13.02 2.84 ** ** LINE VOLUME Source ID = SLINE4 Page 12 MainPlace_r.ADO SRCPARAM L0007046 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007047 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007048 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007049 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007050 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007051 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007052 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007053 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007054 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007055 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007056 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007057 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007058 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007059 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007060 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007061 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007062 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007063 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007064 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007065 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007066 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007067 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007068 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007069 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007070 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007071 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007072 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007073 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007074 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007075 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007076 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007077 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007078 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007079 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007080 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007081 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007082 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007083 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007084 0.0000248718 0.00 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE5 SRCPARAM L0007085 0.000004079 3.70 9.30 2.84 SRCPARAM L0007086 0.000004079 3.70 9.30 2.84 SRCPARAM L0007087 0.000004079 3.70 9.30 2.84 SRCPARAM L0007088 0.000004079 3.70 9.30 2.84 SRCPARAM L0007089 0.000004079 3.70 9.30 2.84 SRCPARAM L0007090 0.000004079 3.70 9.30 2.84 SRCPARAM L0007091 0.000004079 3.70 9.30 2.84 Page 13 MainPlace_r.ADO SRCGROUP SRCGPI L0000515 L0000516 L0000517 L0000518 L0000519 L0000520 SRCGROUP SRCGPI L0000521 L0000522 L0000523 L0000524 L0000525 L0007046 SRCGROUP SRCGPI L0007047 L0007048 L0007049 L0007050 L0007051 L0007052 SRCGROUP SRCGPI L0007053 L0007054 L0007055 L0007056 L0007057 L0007058 SRCGROUP SRCGPI L0007059 L0007060 L0007061 L0007062 L0007063 L0007064 SRCGROUP SRCGPI L0007065 L0007066 L0007067 L0007068 L0007069 L0007070 SRCGROUP SRCGPI L0007071 L0007072 L0007073 L0007074 L0007075 L0007076 SRCGROUP SRCGPI L0007077 L0007078 L0007079 L0007080 L0007081 L0007082 SRCGROUP SRCGPI L0007083 L0007084 L0007085 L0007086 L0007087 L0007088 SRCGROUP SRCGPI L0007089 L0007090 L0007091 L0007092 L0007093 L0007094 SRCGROUP SRCGPI L0007095 L0007096 L0007097 L0007098 L0007099 L0007100 SRCGROUP SRCGPI L0007101 L0007102 L0007103 L0007104 L0007105 L0007106 SRCGROUP SRCGPI L0007107 L0007108 L0007109 L0007110 L0007111 L0007112 SRCGROUP SRCGPI L0007113 L0007114 L0007115 L0007116 L0007117 L0007118 SRCGROUP SRCGPI L0007119 L0007120 L0007121 L0007122 L0007123 L0007124 SRCGROUP SRCGPI L0007125 L0007126 L0007127 L0007128 L0007129 L0007130 SRCGROUP SRCGPI L0007131 L0007132 L0007133 L0007134 L0007135 L0007136 SRCGROUP SRCGPI L0007137 L0007138 L0007139 L0007140 L0007141 L0007142 SRCGROUP SRCGPI L0007143 L0007144 L0007145 L0007146 L0007147 L0007148 SRCGROUP SRCGPI L0007149 L0007150 L0007151 L0007152 L0007153 L0007154 SRCGROUP SRCGPI L0007155 L0007156 L0007157 L0007158 L0007159 L0007160 SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED MainPlace_r.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE KSNA_V9_ADIU\KSNA_v9.SFC PROFFILE KSNA_V9_ADIU\KSNA_v9.PFL SURFDATA 93184 2012 UAIRDATA 3190 2012 PROFBASE 17.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway Page 16 MainPlace_r.ADO **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto -Generated Plotfiles PLOTFILE 1 ALL 1ST MAINPLACE_R.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST MAINPLACE_R.AD\24H1GALL.PLT 32 PLOTFILE 1 SRCGPI 1ST MAINPLACE_R.AD\01H1GO01.PLT 33 PLOTFILE 24 SRCGPI 1ST MAINPLACE_R.AD\24H1G001.PLT 34 PLOTFILE ANNUAL ALL MAINPLACE_R.AD\AN00GALL.PLT 35 PLOTFILE ANNUAL SRCGPI MAINPLACE_R.AD\AN00G000.PLT 36 SUMMFILE MainPlace_r.sum OU FINISHED *** Message Summary For AERMOD Model Setup *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 0 Informational Message(s) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET *********************************** *** SETUP Finishes Successfully *** *********************************** T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 1 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 17 MainPlace r.ADO *** MODEL SETUP OPTIONS SUMMARY *** **Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIC -- **NO GAS DEPOSITION Data Provided. **NO PARTICLE DEPOSITION Data Provided. **Model Uses NO DRY DEPLETION. DRYDPLT = F **Model Uses NO WET DEPLETION. WETDPLT = F **Model Uses URBAN Dispersion Algorithm for the SBL for 276 Source(s), for Total of 1 Urban Area(s): Urban Population = 3010232.0 ; Urban Roughness Length = 1.000 m **Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay. 6. Urban Roughness Length of 1.0 Meter Assumed. **Other Options Specified: ADJ_U* - Use ADJ_U* option for SBL in AERMET CCVR_Sub - Meteorological data includes CCVR substitutions TEMP —Sub - Meteorological data includes TEMP substitutions **Model Accepts FLAGPOLE Receptor Heights. **The User Specified a Pollutant Type of: PM_10 **Model Calculates 2 Short Term Average(s) of: 1-HR 24-HR and Calculates ANNUAL Averages **This Run Includes: 276 Source(s); 2 Source Group(s); and 536 Receptor(s) with: 0 POINT(s), including 0 POINTCAP(s) and 0 POINTHOR(s) and: 276 VOLUME source(s) and: 0 AREA type source(s) and: 0 LINE source(s) and: 0 OPENPIT source(s) and: 0 BUOYANT LINE source(s) with 0 line(s) Page 18 MainPlace r.ADO **Model Set To Continue RUNning After the Setup Testing. **The AERMET Input Meteorological Data Version Date: 16216 **Output Options Selected: Model Outputs Tables of ANNUAL Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword) **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours **Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 17.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07 Output Units = MICROGRAMS/M**3 **Approximate Storage Requirements of Model = 3.7 MB of RAM. **Input Runstream File: aermod.inp **Output Print File: aermod.out **Detailed Error/Message File: MainPlace_r.err **File for Summary of Results: MainPlace_r.sum T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 2 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** Page 19 MainPlace r.ADO NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006931 - - - - 0 - - - - 0.24872E-04 - - - - - 419622.0 3736800.9 39.7 3.70 18.60 2.84 YES L0006932 0 0.24872E-04 419603.6 3736836.5 41.0 3.70 18.60 2.84 YES L0006933 0 0.24872E-04 419585.2 3736872.0 42.1 3.70 18.60 2.84 YES L0006934 0 0.24872E-04 419566.9 3736907.5 43.3 3.70 18.60 2.84 YES L0006935 0 0.24872E-04 419546.9 3736942.1 44.3 3.70 18.60 2.84 YES L0006936 0 0.24872E-04 419524.9 3736975.5 45.1 3.70 18.60 2.84 YES L0006937 0 0.24872E-04 419502.9 3737008.9 45.6 3.70 18.60 2.84 YES L0006938 0 0.24872E-04 419480.9 3737042.3 46.0 3.70 18.60 2.84 YES L0006939 0 0.24872E-04 419458.9 3737075.7 46.3 3.70 18.60 2.84 YES L0006940 0 0.24872E-04 419436.9 3737109.1 46.3 3.70 18.60 2.84 YES L0006941 0 0.24872E-04 419414.9 3737142.5 45.5 3.70 18.60 2.84 YES L0006942 0 0.24872E-04 419392.9 3737175.9 42.3 3.70 18.60 2.84 YES L0006943 0 0.24872E-04 419370.9 3737209.3 45.0 3.70 18.60 2.84 YES L0006944 0 0.24872E-04 419348.8 3737242.7 45.3 3.70 18.60 2.84 YES L0006945 0 0.24872E-04 419326.5 3737275.9 45.0 3.70 18.60 2.84 YES L0006946 0 0.24872E-04 419304.2 3737309.1 44.7 3.70 18.60 2.84 YES L0006947 0 0.24872E-04 419281.9 3737342.3 44.4 3.70 18.60 2.84 YES L0006948 0 0.24872E-04 419259.5 3737375.5 44.1 3.70 18.60 2.84 YES L0006949 0 0.24872E-04 419237.2 3737408.7 43.8 3.70 18.60 2.84 YES Page 20 MainPlace r.ADO L0006950 0 0.24872E-04 419214.8 3737441.8 43.6 3.70 18.60 2.84 YES L0006951 0 0.24872E-04 419192.5 3737475.0 43.4 3.70 18.60 2.84 YES L0006952 0 0.24872E-04 419170.2 3737508.2 43.3 3.70 18.60 2.84 YES L0006953 0 0.24872E-04 419147.8 3737541.4 43.3 3.70 18.60 2.84 YES L0006954 0 0.24872E-04 419125.5 3737574.6 43.2 3.70 18.60 2.84 YES L0006955 0 0.24872E-04 419103.2 3737607.7 43.1 3.70 18.60 2.84 YES L0006956 0 0.24872E-04 419080.8 3737640.9 43.0 3.70 18.60 2.84 YES L0006957 0 0.24872E-04 419058.3 3737674.0 42.9 3.70 18.60 2.84 YES L0006958 0 0.24872E-04 419035.9 3737707.1 42.8 3.70 18.60 2.84 YES L0006959 0 0.24872E-04 419013.4 3737740.2 42.6 3.70 18.60 2.84 YES L0006960 0 0.24872E-04 418991.0 3737773.3 42.7 3.70 18.60 2.84 YES L0006961 0 0.24872E-04 418968.5 3737806.4 42.8 3.70 18.60 2.84 YES L0006962 0 0.24872E-04 418946.1 3737839.5 42.8 3.70 18.60 2.84 YES L0006963 0 0.24872E-04 418923.6 3737872.6 42.8 3.70 18.60 2.84 YES L0006964 0 0.24872E-04 418901.1 3737905.7 42.2 3.70 18.60 2.84 YES L0006965 0 0.24872E-04 418876.1 3737936.8 42.1 3.70 18.60 2.84 YES L0006966 0 0.24872E-04 418848.5 3737965.7 42.0 3.70 18.60 2.84 YES L0006967 0 0.24872E-04 418820.9 3737994.6 41.9 3.70 18.60 2.84 YES L0006968 0 0.24872E-04 418793.2 3738023.5 41.9 3.70 18.60 2.84 YES L0006969 0 0.24872E-04 418765.6 3738052.4 42.0 3.70 18.60 2.84 YES L0006970 0 0.40790E-05 418543.4 3738009.9 45.3 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 3 Page 21 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006971 - - - - 0 - - - - 0.40790E-05 - - - - - 418563.4 3738010.0 45.8 3.70 9.30 2.84 YES L0006972 0 0.40790E-05 418583.4 3738010.1 46.4 3.70 9.30 2.84 YES L0006973 0 0.40790E-05 418603.4 3738010.2 47.0 3.70 9.30 2.84 YES L0006974 0 0.40790E-05 418623.4 3738010.4 47.6 3.70 9.30 2.84 YES L0006975 0 0.40790E-05 418643.4 3738010.5 48.0 3.70 9.30 2.84 YES L0006976 0 0.40790E-05 418663.4 3738010.6 47.8 3.70 9.30 2.84 YES L0006977 0 0.40790E-05 418683.4 3738010.7 47.2 3.70 9.30 2.84 YES L0006978 0 0.40790E-05 418703.4 3738010.9 45.6 3.70 9.30 2.84 YES L0006979 0 0.40790E-05 418723.4 3738009.6 43.9 3.70 9.30 2.84 YES L0006980 0 0.40790E-05 418743.3 3738008.0 42.4 3.70 9.30 2.84 YES L0006981 0 0.40790E-05 418763.3 3738006.3 41.6 3.70 9.30 2.84 YES L0006982 0 0.40790E-05 418783.2 3738004.7 41.6 3.70 9.30 2.84 YES L0006983 0 0.40790E-05 418803.1 3738003.0 41.8 3.70 9.30 2.84 YES L0006984 0 0.40790E-05 418823.1 3738001.4 42.0 3.70 9.30 2.84 YES L0006985 0 0.40790E-05 418843.0 3737999.7 42.4 3.70 9.30 2.84 YES L0006986 0 0.40790E-05 418862.9 3737998.1 42.5 3.70 9.30 2.84 YES L0006987 0 0.40790E-05 418882.8 3737996.4 42.9 3.70 9.30 2.84 YES Page 22 MainPlace r.ADO L0006988 0 0.40790E-05 418902.8 3737994.8 45.1 3.70 9.30 2.84 YES L0006989 0 0.40790E-05 418922.7 3737993.5 49.4 3.70 9.30 2.84 YES L0006990 0 0.40790E-05 418942.7 3737992.9 51.3 3.70 9.30 2.84 YES L0006991 0 0.40790E-05 418962.7 3737992.2 51.8 3.70 9.30 2.84 YES L0006992 0 0.40790E-05 418982.7 3737991.5 52.0 3.70 9.30 2.84 YES L0006993 0 0.40790E-05 419002.7 3737990.9 51.5 3.70 9.30 2.84 YES L0006994 0 0.40790E-05 419022.6 3737989.4 49.0 3.70 9.30 2.84 YES L0006995 0 0.40790E-05 419042.2 3737985.7 48.2 3.70 9.30 2.84 YES L0006996 0 0.40790E-05 419061.9 3737982.0 48.2 3.70 9.30 2.84 YES L0006997 0 0.40790E-05 419081.5 3737978.3 48.3 3.70 9.30 2.84 YES L0006998 0 0.40790E-05 419101.2 3737974.6 49.5 3.70 9.30 2.84 YES L0006999 0 0.40790E-05 419120.9 3737970.9 49.9 3.70 9.30 2.84 YES L0007000 0 0.40790E-05 419140.5 3737967.1 49.1 3.70 9.30 2.84 YES L0007001 0 0.40790E-05 419160.2 3737963.4 47.8 3.70 9.30 2.84 YES L0007002 0 0.40790E-05 419179.8 3737959.7 47.1 3.70 9.30 2.84 YES L0007003 0 0.40790E-05 419199.5 3737956.0 46.8 3.70 9.30 2.84 YES L0007004 0 0.40790E-05 419219.1 3737952.3 47.0 3.70 9.30 2.84 YES L0007005 0 0.40790E-05 419238.8 3737948.6 47.3 3.70 9.30 2.84 YES L0007006 0 0.40790E-05 419258.4 3737944.9 47.2 3.70 9.30 2.84 YES L0007007 0 0.40790E-05 419278.1 3737941.1 45.6 3.70 9.30 2.84 YES L0007008 0 0.40790E-05 419297.7 3737937.4 44.6 3.70 9.30 2.84 YES L0007009 0 0.40790E-05 419317.6 3737934.9 44.0 3.70 9.30 2.84 YES L0007010 0 0.40790E-05 419337.4 3737932.5 43.5 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 Page 23 MainPlace_r.ADO *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 4 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007011 - - - - 0 - - - - 0.40790E-05 - - - - - 419357.3 3737930.2 43.1 3.70 9.30 2.84 YES L0007012 0 0.40790E-05 419377.2 3737929.5 42.6 3.70 9.30 2.84 YES L0007013 0 0.40790E-05 419397.2 3737929.3 42.1 3.70 9.30 2.84 YES L0007014 0 0.40790E-05 419417.2 3737929.1 41.6 3.70 9.30 2.84 YES L0007015 0 0.40790E-05 419437.2 3737928.8 41.1 3.70 9.30 2.84 YES L0007016 0 0.40790E-05 419457.2 3737928.6 40.8 3.70 9.30 2.84 YES L0007017 0 0.40790E-05 419477.2 3737928.3 40.6 3.70 9.30 2.84 YES L0007018 0 0.40790E-05 419497.2 3737928.1 40.5 3.70 9.30 2.84 YES L0007019 0 0.40790E-05 419517.2 3737927.9 40.4 3.70 9.30 2.84 YES L0007020 0 0.40790E-05 419537.2 3737927.6 40.4 3.70 9.30 2.84 YES L0007021 0 0.40790E-05 419557.2 3737927.4 40.3 3.70 9.30 2.84 YES L0007022 0 0.40790E-05 419577.2 3737927.2 40.3 3.70 9.30 2.84 YES L0007023 0 0.40790E-05 419597.2 3737926.9 40.3 3.70 9.30 2.84 YES L0007024 0 0.40790E-05 419617.2 3737926.7 40.2 3.70 9.30 2.84 YES L0007025 0 0.40790E-05 419637.2 3737926.4 40.2 3.70 9.30 2.84 YES Page 24 MainPlace r.ADO L0007026 0 0.40790E-05 419657.2 3737926.2 40.1 3.70 9.30 2.84 YES L0007027 0 0.40790E-05 419677.2 3737926.0 41.6 3.70 9.30 2.84 YES L0007028 0 0.40790E-05 419697.2 3737925.7 43.1 3.70 9.30 2.84 YES L0007029 0 0.40790E-05 419717.2 3737925.5 40.5 3.70 9.30 2.84 YES L0007030 0 0.40790E-05 419737.2 3737925.4 40.6 3.70 9.30 2.84 YES L0007031 0 0.40790E-05 419757.2 3737925.4 41.0 3.70 9.30 2.84 YES L0007032 0 0.40790E-05 419777.2 3737925.3 41.5 3.70 9.30 2.84 YES L0007033 0 0.40790E-05 419797.2 3737925.2 42.0 3.70 9.30 2.84 YES L0007034 0 0.40790E-05 419817.2 3737925.1 42.6 3.70 9.30 2.84 YES L0007035 0 0.40790E-05 419837.2 3737925.0 43.2 3.70 9.30 2.84 YES L0007036 0 0.40790E-05 419857.2 3737924.9 43.8 3.70 9.30 2.84 YES L0007037 0 0.40790E-05 419877.2 3737924.8 44.4 3.70 9.30 2.84 YES L0007038 0 0.40790E-05 419897.2 3737924.7 45.0 3.70 9.30 2.84 YES L0007039 0 0.40790E-05 419917.2 3737924.6 45.6 3.70 9.30 2.84 YES L0007040 0 0.40790E-05 419937.2 3737924.5 46.2 3.70 9.30 2.84 YES L0007041 0 0.40790E-05 419957.2 3737924.4 46.8 3.70 9.30 2.84 YES L0007042 0 0.40790E-05 419977.2 3737924.3 47.4 3.70 9.30 2.84 YES L0007043 0 0.40790E-05 419997.2 3737924.2 48.0 3.70 9.30 2.84 YES L0007044 0 0.40790E-05 420017.2 3737924.2 48.6 3.70 9.30 2.84 YES L0007045 0 0.40790E-05 420037.2 3737924.1 49.1 3.70 9.30 2.84 YES L0000480 0 0.33520E-06 419690.7 3738136.0 47.3 3.70 13.02 2.84 YES L0000481 0 0.33520E-06 419690.7 3738108.0 47.4 3.70 13.02 2.84 YES L0000482 0 0.33520E-06 419690.7 3738080.0 47.4 3.70 13.02 2.84 YES L0000483 0 0.33520E-06 419690.7 3738052.0 47.4 3.70 13.02 2.84 YES Page 25 MainPlace r.ADO L0000484 0 0.33520E-06 419690.7 3738024.0 47.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 5 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000485 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3737996.0 47.3 3.70 13.02 2.84 YES L0000486 0 0.33520E-06 419690.7 3737968.0 47.3 3.70 13.02 2.84 YES L0000487 0 0.33520E-06 419690.7 3737940.0 44.9 3.70 13.02 2.84 YES L0000488 0 0.33520E-06 419690.7 3737912.0 42.2 3.70 13.02 2.84 YES L0000489 0 0.33520E-06 419690.7 3737884.0 44.6 3.70 13.02 2.84 YES L0000490 0 0.33520E-06 419690.7 3737856.0 47.2 3.70 13.02 2.84 YES L0000491 0 0.33520E-06 419690.7 3737828.0 47.1 3.70 13.02 2.84 YES L0000492 0 0.33520E-06 419690.7 3737800.0 47.0 3.70 13.02 2.84 YES L0000493 0 0.33520E-06 419690.7 3737772.0 47.0 3.70 13.02 2.84 YES L0000494 0 0.33520E-06 419690.7 3737744.0 47.0 3.70 13.02 2.84 YES L0000495 0 0.33520E-06 419690.7 3737716.0 46.9 3.70 13.02 2.84 YES L0000496 0 0.33520E-06 419690.7 3737688.0 47.1 3.70 13.02 2.84 YES L0000497 0 0.33520E-06 419690.7 3737660.0 47.2 3.70 13.02 2.84 YES Page 26 MainPlace r.ADO L0000498 0 0.33520E-06 419690.7 3737632.0 47.1 3.70 13.02 2.84 YES L0000499 0 0.33520E-06 419690.7 3737604.0 47.1 3.70 13.02 2.84 YES L0000500 0 0.33520E-06 419690.7 3737576.0 47.2 3.70 13.02 2.84 YES L0000501 0 0.33520E-06 419690.7 3737548.0 47.3 3.70 13.02 2.84 YES L0000502 0 0.33520E-06 419690.7 3737520.0 47.3 3.70 13.02 2.84 YES L0000503 0 0.33520E-06 419690.7 3737492.0 47.3 3.70 13.02 2.84 YES L0000504 0 0.33520E-06 419690.7 3737464.0 47.3 3.70 13.02 2.84 YES L0000505 0 0.33520E-06 419690.7 3737436.0 47.3 3.70 13.02 2.84 YES L0000506 0 0.33520E-06 419690.7 3737408.0 47.2 3.70 13.02 2.84 YES L0000507 0 0.33520E-06 419690.7 3737380.0 47.0 3.70 13.02 2.84 YES L0000508 0 0.33520E-06 419690.7 3737352.0 46.9 3.70 13.02 2.84 YES L0000509 0 0.33520E-06 419690.7 3737324.0 46.8 3.70 13.02 2.84 YES L0000510 0 0.33520E-06 419690.7 3737296.0 46.7 3.70 13.02 2.84 YES L0000511 0 0.33520E-06 419690.7 3737268.0 46.7 3.70 13.02 2.84 YES L0000512 0 0.33520E-06 419690.7 3737240.0 46.7 3.70 13.02 2.84 YES L0000513 0 0.33520E-06 419690.7 3737212.0 46.6 3.70 13.02 2.84 YES L0000514 0 0.33520E-06 419690.7 3737184.0 46.7 3.70 13.02 2.84 YES L0000515 0 0.33520E-06 419690.7 3737156.0 46.6 3.70 13.02 2.84 YES L0000516 0 0.33520E-06 419690.7 3737128.0 44.5 3.70 13.02 2.84 YES L0000517 0 0.33520E-06 419690.7 3737100.0 41.7 3.70 13.02 2.84 YES L0000518 0 0.33520E-06 419690.7 3737072.0 46.9 3.70 13.02 2.84 YES L0000519 0 0.33520E-06 419690.7 3737044.0 47.0 3.70 13.02 2.84 YES L0000520 0 0.33520E-06 419690.7 3737016.0 46.6 3.70 13.02 2.84 YES L0000521 0 0.33520E-06 419690.7 3736988.0 46.6 3.70 13.02 2.84 YES Page 27 MainPlace r.ADO L0000522 0 0.33520E-06 419690.7 3736960.0 46.9 3.70 13.02 2.84 YES L0000523 0 0.33520E-06 419690.7 3736932.0 47.2 3.70 13.02 2.84 YES L0000524 0 0.33520E-06 419690.7 3736904.0 46.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 6 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000525 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3736876.0 43.4 3.70 13.02 2.84 YES L0007046 0 0.24872E-04 419654.6 3736806.3 38.3 0.00 18.60 2.84 YES L0007047 0 0.24872E-04 419637.0 3736842.2 39.5 0.00 18.60 2.84 YES L0007048 0 0.24872E-04 419619.3 3736878.1 40.9 0.00 18.60 2.84 YES L0007049 0 0.24872E-04 419599.6 3736912.8 42.2 0.00 18.60 2.84 YES L0007050 0 0.24872E-04 419577.7 3736946.3 43.8 0.00 18.60 2.84 YES L0007051 0 0.24872E-04 419555.8 3736979.7 47.5 0.00 18.60 2.84 YES L0007052 0 0.24872E-04 419533.9 3737013.2 46.0 0.00 18.60 2.84 YES L0007053 0 0.24872E-04 419512.1 3737046.7 45.8 0.00 18.60 2.84 YES L0007054 0 0.24872E-04 419490.2 3737080.2 46.2 0.00 18.60 2.84 YES L0007055 0 0.24872E-04 419468.3 3737113.7 46.4 0.00 18.60 2.84 YES Page 28 MainPlace r.ADO L0007056 0 0.24872E-04 419446.4 3737147.2 46.2 0.00 18.60 2.84 YES L0007057 0 0.24872E-04 419424.5 3737180.7 42.8 0.00 18.60 2.84 YES L0007058 0 0.24872E-04 419402.3 3737213.9 44.1 0.00 18.60 2.84 YES L0007059 0 0.24872E-04 419379.0 3737246.4 45.7 0.00 18.60 2.84 YES L0007060 0 0.24872E-04 419355.7 3737278.9 45.4 0.00 18.60 2.84 YES L0007061 0 0.24872E-04 419332.4 3737311.5 45.1 0.00 18.60 2.84 YES L0007062 0 0.24872E-04 419310.0 3737344.6 44.8 0.00 18.60 2.84 YES L0007063 0 0.24872E-04 419288.1 3737378.0 44.5 0.00 18.60 2.84 YES L0007064 0 0.24872E-04 419266.2 3737411.5 44.1 0.00 18.60 2.84 YES L0007065 0 0.24872E-04 419244.4 3737445.0 43.9 0.00 18.60 2.84 YES L0007066 0 0.24872E-04 419222.5 3737478.5 43.7 0.00 18.60 2.84 YES L0007067 0 0.24872E-04 419200.6 3737512.0 43.6 0.00 18.60 2.84 YES L0007068 0 0.24872E-04 419178.8 3737545.5 43.5 0.00 18.60 2.84 YES L0007069 0 0.24872E-04 419156.7 3737578.9 43.4 0.00 18.60 2.84 YES L0007070 0 0.24872E-04 419134.6 3737612.2 43.3 0.00 18.60 2.84 YES L0007071 0 0.24872E-04 419112.4 3737645.5 43.2 0.00 18.60 2.84 YES L0007072 0 0.24872E-04 419090.3 3737678.8 43.2 0.00 18.60 2.84 YES L0007073 0 0.24872E-04 419068.3 3737712.2 43.1 0.00 18.60 2.84 YES L0007074 0 0.24872E-04 419046.2 3737745.6 43.0 0.00 18.60 2.84 YES L0007075 0 0.24872E-04 419024.2 3737779.0 43.1 0.00 18.60 2.84 YES L0007076 0 0.24872E-04 419002.1 3737812.4 42.9 0.00 18.60 2.84 YES L0007077 0 0.24872E-04 418977.8 3737844.0 42.8 0.00 18.60 2.84 YES L0007078 0 0.24872E-04 418952.5 3737875.0 42.6 0.00 18.60 2.84 YES L0007079 0 0.24872E-04 418927.1 3737905.9 42.5 0.00 18.60 2.84 YES Page 29 MainPlace_r.ADO L0007080 0 0.24872E-04 418901.7 3737936.8 2.84 YES L0007081 0 0.24872E-04 418876.4 3737967.8 2.84 YES L0007082 0 0.24872E-04 418851.0 3737998.7 2.84 YES L0007083 0 0.24872E-04 418825.6 3738029.6 2.84 YES L0007084 0 0.24872E-04 418800.3 3738060.6 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 42.4 0.00 18.60 42.5 0.00 18.60 42.4 0.00 18.60 42.3 0.00 18.60 42.3 0.00 18.60 PAGE 7 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 12/29/18 *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007085 - - - - 0 - - - - 0.40790E-05 - - - - - 418544.1 3737984.9 45.3 3.70 9.30 2.84 YES L0007086 0 0.40790E-05 418564.1 3737984.8 45.8 3.70 9.30 2.84 YES L0007087 0 0.40790E-05 418584.1 3737984.7 46.4 3.70 9.30 2.84 YES L0007088 0 0.40790E-05 418604.1 3737984.6 47.0 3.70 9.30 2.84 YES L0007089 0 0.40790E-05 418624.1 3737984.5 47.6 3.70 9.30 2.84 YES L0007090 0 0.40790E-05 418644.1 3737984.5 48.1 3.70 9.30 2.84 YES L0007091 0 0.40790E-05 418664.1 3737984.4 48.7 3.70 9.30 2.84 YES L0007092 0 0.40790E-05 418684.1 3737984.3 49.2 3.70 9.30 2.84 YES L0007093 0 0.40790E-05 418704.1 3737984.2 48.6 3.70 9.30 2.84 YES Page 30 MainPlace r.ADO L0007094 0 0.40790E-05 418724.1 3737983.9 46.1 3.70 9.30 2.84 YES L0007095 0 0.40790E-05 418744.1 3737983.7 42.3 3.70 9.30 2.84 YES L0007096 0 0.40790E-05 418764.1 3737983.5 41.4 3.70 9.30 2.84 YES L0007097 0 0.40790E-05 418784.1 3737983.3 41.3 3.70 9.30 2.84 YES L0007098 0 0.40790E-05 418804.1 3737983.0 41.5 3.70 9.30 2.84 YES L0007099 0 0.40790E-05 418824.1 3737982.8 41.8 3.70 9.30 2.84 YES L0007100 0 0.40790E-05 418844.1 3737982.6 42.2 3.70 9.30 2.84 YES L0007101 0 0.40790E-05 418864.1 3737982.4 42.4 3.70 9.30 2.84 YES L0007102 0 0.40790E-05 418884.1 3737982.1 42.8 3.70 9.30 2.84 YES L0007103 0 0.40790E-05 418904.1 3737981.9 44.6 3.70 9.30 2.84 YES L0007104 0 0.40790E-05 418924.1 3737981.7 47.9 3.70 9.30 2.84 YES L0007105 0 0.40790E-05 418944.1 3737981.4 50.5 3.70 9.30 2.84 YES L0007106 0 0.40790E-05 418963.8 3737978.4 51.0 3.70 9.30 2.84 YES L0007107 0 0.40790E-05 418983.4 3737974.4 51.0 3.70 9.30 2.84 YES L0007108 0 0.40790E-05 419003.0 3737970.4 51.0 3.70 9.30 2.84 YES L0007109 0 0.40790E-05 419022.6 3737966.5 51.0 3.70 9.30 2.84 YES L0007110 0 0.40790E-05 419042.2 3737962.5 50.9 3.70 9.30 2.84 YES L0007111 0 0.40790E-05 419061.8 3737958.5 50.0 3.70 9.30 2.84 YES L0007112 0 0.40790E-05 419081.4 3737954.5 49.2 3.70 9.30 2.84 YES L0007113 0 0.40790E-05 419101.0 3737950.6 48.3 3.70 9.30 2.84 YES L0007114 0 0.40790E-05 419120.6 3737946.6 48.2 3.70 9.30 2.84 YES L0007115 0 0.40790E-05 419140.2 3737942.6 48.6 3.70 9.30 2.84 YES L0007116 0 0.40790E-05 419159.8 3737938.6 49.1 3.70 9.30 2.84 YES L0007117 0 0.40790E-05 419179.4 3737934.7 48.8 3.70 9.30 2.84 YES Page 31 MainPlace_r.ADO L0007118 0 0.40790E-05 419199.0 3737930.7 48.2 3.70 9.30 2.84 YES L0007119 0 0.40790E-05 419218.6 3737926.7 47.6 3.70 9.30 2.84 YES L0007120 0 0.40790E-05 419238.2 3737922.7 47.0 3.70 9.30 2.84 YES L0007121 0 0.40790E-05 419257.8 3737918.7 46.5 3.70 9.30 2.84 YES L0007122 0 0.40790E-05 419277.4 3737914.8 46.1 3.70 9.30 2.84 YES L0007123 0 0.40790E-05 419297.0 3737910.8 45.6 3.70 9.30 2.84 YES L0007124 0 0.40790E-05 419316.6 3737906.8 45.2 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 8 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007125 - - - - 0 - - - - 0.40790E-05 - - - - - 419336.2 3737902.8 44.6 3.70 9.30 2.84 YES L0007126 0 0.40790E-05 419355.9 3737899.2 44.1 3.70 9.30 2.84 YES L0007127 0 0.40790E-05 419375.9 3737899.4 43.6 3.70 9.30 2.84 YES L0007128 0 0.40790E-05 419395.9 3737899.6 43.0 3.70 9.30 2.84 YES L0007129 0 0.40790E-05 419415.9 3737899.8 42.4 3.70 9.30 2.84 YES L0007130 0 0.40790E-05 419435.9 3737900.0 41.9 3.70 9.30 2.84 YES L0007131 0 0.40790E-05 419455.9 3737900.2 41.5 3.70 9.30 2.84 YES Page 32 MainPlace r.ADO L0007132 0 0.40790E-05 419475.9 3737900.5 41.2 3.70 9.30 2.84 YES L0007133 0 0.40790E-05 419495.9 3737900.7 41.1 3.70 9.30 2.84 YES L0007134 0 0.40790E-05 419515.9 3737900.9 41.0 3.70 9.30 2.84 YES L0007135 0 0.40790E-05 419535.9 3737901.1 40.9 3.70 9.30 2.84 YES L0007136 0 0.40790E-05 419555.9 3737901.3 40.7 3.70 9.30 2.84 YES L0007137 0 0.40790E-05 419575.8 3737901.5 40.6 3.70 9.30 2.84 YES L0007138 0 0.40790E-05 419595.8 3737901.7 40.5 3.70 9.30 2.84 YES L0007139 0 0.40790E-05 419615.8 3737902.0 40.4 3.70 9.30 2.84 YES L0007140 0 0.40790E-05 419635.8 3737902.2 40.3 3.70 9.30 2.84 YES L0007141 0 0.40790E-05 419655.8 3737902.4 40.3 3.70 9.30 2.84 YES L0007142 0 0.40790E-05 419675.8 3737902.6 40.7 3.70 9.30 2.84 YES L0007143 0 0.40790E-05 419695.8 3737902.8 41.4 3.70 9.30 2.84 YES L0007144 0 0.40790E-05 419715.8 3737903.0 40.6 3.70 9.30 2.84 YES L0007145 0 0.40790E-05 419735.8 3737903.2 40.8 3.70 9.30 2.84 YES L0007146 0 0.40790E-05 419755.8 3737903.0 41.1 3.70 9.30 2.84 YES L0007147 0 0.40790E-05 419775.8 3737902.7 41.6 3.70 9.30 2.84 YES L0007148 0 0.40790E-05 419795.8 3737902.4 42.2 3.70 9.30 2.84 YES L0007149 0 0.40790E-05 419815.8 3737902.1 42.8 3.70 9.30 2.84 YES L0007150 0 0.40790E-05 419835.8 3737901.8 43.4 3.70 9.30 2.84 YES L0007151 0 0.40790E-05 419855.8 3737901.5 44.0 3.70 9.30 2.84 YES L0007152 0 0.40790E-05 419875.8 3737901.2 44.6 3.70 9.30 2.84 YES L0007153 0 0.40790E-05 419895.8 3737900.9 45.2 3.70 9.30 2.84 YES L0007154 0 0.40790E-05 419915.8 3737900.6 45.8 3.70 9.30 2.84 YES L0007155 0 0.40790E-05 419935.8 3737900.3 46.4 3.70 9.30 2.84 YES Page 33 MainPlace r.ADO L0007156 0 0.40790E-05 419955.8 3737900.0 47.0 3.70 9.30 2.84 YES L0007157 0 0.40790E-05 419975.8 3737899.8 47.6 3.70 9.30 2.84 YES L0007158 0 0.40790E-05 419995.8 3737899.5 48.2 3.70 9.30 2.84 YES L0007159 0 0.40790E-05 420015.8 3737899.2 48.8 3.70 9.30 2.84 YES L0007160 0 0.40790E-05 420035.8 3737898.9 49.4 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 9 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs SRCGPI L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , Page 34 MainPlace_r.ADO L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 10 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0006999 , L0007007 , L0007015 , L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , 12/29/18 *** SOURCE IDs DEFINING SOURCE GROUPS *** Page 35 MainPlace r.ADO SRCGROUP ID SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , Page 36 MainPlace r.ADO ALL L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 11 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , Page 37 MainPlace r.ADO L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , L0000525 , L0007046 , L0007047 , L0007048 L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 L0007082 , L0007083 , L0007084 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 12 Page 38 L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , L0007049 , L0007057 , L0007065 , L0007073 , L0007081 , 12/29/18 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SOURCE IDs DEFINING SOURCE GROUPS *** SRCGROUP ID SOURCE IDs --------------------- L0007085 , L0007086 , L0007087 , L0007088 L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 13 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0007089 , L0007097 , L0007105 , L0007113 , L0007121 , L0007129 , L0007137 , L0007145 , , L0007153 12/29/18 *** SOURCE IDs DEFINED AS URBAN SOURCES Page 39 MainPlace r.ADO URBAN ID URBAN POP ----------------- SOURCE IDs 3010232. L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 , L0007023 , L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 , L0007031 , L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 , L0007039 , L0007040 , L0007041 , L0007042 , Page 40 MainPlace r.ADO L0007043 , L0007044 , L0007045 , L0000480 , L0000481 , L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 , L0000489 , L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 , L0000497 , L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 , L0000505 , L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 , L0000513 , L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 , L0000521 , L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 14 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** URBAN ID URBAN POP -------- --------- *** SOURCE IDs DEFINED AS URBAN SOURCES SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , Page 41 MainPlace r.ADO L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 15 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419394.8, 3737330.5, 44.5, 44.5, 7.6); ( 419414.8, 3737330.5, 44.7, 44.7, 7.6); ( 419434.8, 3737330.5, 44.9, 44.9, 7.6); ( 419454.8, 3737330.5, 45.1, 45.1, 7.6); ( 419474.8, 3737330.5, 45.3, 45.3, 7.6); ( 419494.8, 3737330.5, 45.3, 45.3, 7.6); ( 419514.8, 3737330.5, 45.3, 45.3, 7.6); ( 419534.8, Page 42 MainPlace r.ADO 3737330.5, 45.2, 45.2, 7.6); ( 419554.8, 3737330.5, 45.2, 45.2, 7.6); ( 419574.8, 3737330.5, 45.4, 45.4, 7.6); ( 419594.8, 3737330.5, 45.6, 45.6, 7.6); ( 419614.8, 3737330.5, 45.9, 45.9, 7.6); ( 419634.8, 3737330.5, 46.2, 46.2, 7.6); ( 419654.8, 3737330.5, 46.4, 46.4, 7.6); ( 419374.8, 3737350.5, 44.4, 44.4, 7.6); ( 419394.8, 3737350.5, 44.8, 44.8, 7.6); ( 419414.8, 3737350.5, 45.0, 45.0, 7.6); ( 419434.8, 3737350.5, 45.3, 45.3, 7.6); ( 419454.8, 3737350.5, 45.5, 45.5, 7.6); ( 419474.8, 3737350.5, 45.8, 45.8, 7.6); ( 419494.8, 3737350.5, 45.7, 45.7, 7.6); ( 419514.8, 3737350.5, 45.7, 45.7, 7.6); ( 419534.8, 3737350.5, 45.9, 45.9, 7.6); ( 419554.8, 3737350.5, 46.0, 46.0, 7.6); ( 419574.8, 3737350.5, 46.2, 46.2, 7.6); ( 419594.8, 3737350.5, 46.5, 46.5, 7.6); ( 419614.8, 3737350.5, 46.7, 46.7, 7.6); ( 419634.8, 3737350.5, 46.9, 46.9, 7.6); ( 419654.8, 3737350.5, 47.0, 47.0, 7.6); ( 419374.8, 3737370.5, 44.7, 44.7, 7.6); ( 419394.8, 3737370.5, 45.0, 45.0, 7.6); ( 419414.8, 3737370.5, 45.3, 45.3, 7.6); ( 419434.8, 3737370.5, 45.6, 45.6, 7.6); ( 419454.8, 3737370.5, 45.9, 45.9, 7.6); ( 419474.8, 3737370.5, 46.1, 46.1, 7.6); ( 419494.8, 3737370.5, 45.9, 45.9, 7.6); ( 419514.8, 3737370.5, 45.7, 45.7, 7.6); ( 419534.8, 3737370.5, 45.8, 45.8, 7.6); ( 419554.8, 3737370.5, 46.0, 46.0, 7.6); ( 419574.8, 3737370.5, 46.2, 46.2, 7.6); ( 419594.8, 3737370.5, 46.4, 46.4, 7.6); ( 419614.8, 3737370.5, 46.7, 46.7, 7.6); ( 419634.8, 3737370.5, 47.0, 47.0, 7.6); ( 419654.8, 3737370.5, 47.0, 47.0, 7.6); ( 419354.8, 3737390.5, 44.7, 44.7, 7.6); ( 419374.8, 3737390.5, 45.0, 45.0, 7.6); ( 419394.8, 3737390.5, 45.3, 45.3, 7.6); ( 419414.8, 3737390.5, 45.6, 45.6, 7.6); ( 419434.8, 3737390.5, 45.9, 45.9, 7.6); ( 419454.8, 3737390.5, 46.2, 46.2, 7.6); ( 419474.8, 3737390.5, 46.4, 46.4, 7.6); ( 419494.8, 3737390.5, 46.4, 46.4, 7.6); ( 419514.8, 3737390.5, 46.2, 46.2, 7.6); ( 419534.8, 3737390.5, 46.2, 46.2, 7.6); ( 419554.8, 3737390.5, 46.4, 46.4, 7.6); ( 419574.8, Page 43 MainPlace r.ADO 3737390.5, 46.6, 46.6, 7.6); ( 419594.8, 3737390.5, 46.8, 46.8, 7.6); ( 419614.8, 3737390.5, 47.0, 47.0, 7.6); ( 419634.8, 3737390.5, 47.0, 47.0, 7.6); ( 419654.8, 3737390.5, 47.0, 47.0, 7.6); ( 419354.8, 3737410.5, 45.2, 45.2, 7.6); ( 419374.8, 3737410.5, 45.3, 45.3, 7.6); ( 419394.8, 3737410.5, 45.6, 45.6, 7.6); ( 419414.8, 3737410.5, 45.9, 45.9, 7.6); ( 419434.8, 3737410.5, 46.2, 46.2, 7.6); ( 419454.8, 3737410.5, 46.5, 46.5, 7.6); ( 419474.8, 3737410.5, 46.8, 46.8, 7.6); ( 419494.8, 3737410.5, 46.9, 46.9, 7.6); ( 419514.8, 3737410.5, 47.0, 47.0, 7.6); ( 419534.8, 3737410.5, 47.0, 47.0, 7.6); ( 419554.8, 3737410.5, 47.1, 47.1, 7.6); ( 419574.8, 3737410.5, 47.2, 47.2, 7.6); ( 419594.8, 3737410.5, 47.3, 47.3, 7.6); ( 419614.8, 3737410.5, 47.2, 47.2, 7.6); ( 419634.8, 3737410.5, 47.1, 47.1, 7.6); ( 419654.8, 3737410.5, 46.9, 46.9, 7.6); ( 419334.8, 3737430.5, 45.2, 45.2, 7.6); ( 419354.8, 3737430.5, 45.6, 45.6, 7.6); ( 419374.8, 3737430.5, 45.7, 45.7, 7.6); ( 419394.8, 3737430.5, 46.0, 46.0, 7.6); ( 419414.8, 3737430.5, 46.3, 46.3, 7.6); ( 419434.8, 3737430.5, 46.6, 46.6, 7.6); ( 419454.8, 3737430.5, 47.1, 47.1, 7.6); ( 419474.8, 3737430.5, 47.3, 47.3, 7.6); ( 419494.8, 3737430.5, 47.3, 47.3, 7.6); ( 419514.8, 3737430.5, 47.3, 47.3, 7.6); ( 419534.8, 3737430.5, 47.4, 47.4, 7.6); ( 419554.8, 3737430.5, 47.3, 47.3, 7.6); ( 419574.8, 3737430.5, 47.3, 47.3, 7.6); ( 419594.8, 3737430.5, 47.1, 47.1, 7.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 16 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419614.8, 3737430.5, 46.8, 46.8, 7.6); ( 419634.8, Page 44 MainPlace r.ADO 3737430.5, 46.5, 46.5, 7.6); ( 419654.8, 3737430.5, 46.7, 46.7, 7.6); ( 419334.8, 3737450.5, 45.6, 45.6, 7.6); ( 419354.8, 3737450.5, 45.9, 45.9, 7.6); ( 419374.8, 3737450.5, 46.1, 46.1, 7.6); ( 419394.8, 3737450.5, 46.4, 46.4, 7.6); ( 419414.8, 3737450.5, 46.7, 46.7, 7.6); ( 419434.8, 3737450.5, 47.0, 47.0, 7.6); ( 419454.8, 3737450.5, 47.4, 47.4, 7.6); ( 419474.8, 3737450.5, 47.5, 47.5, 7.6); ( 419494.8, 3737450.5, 47.5, 47.5, 7.6); ( 419514.8, 3737450.5, 47.5, 47.5, 7.6); ( 419534.8, 3737450.5, 47.5, 47.5, 7.6); ( 419554.8, 3737450.5, 47.5, 47.5, 7.6); ( 419574.8, 3737450.5, 47.3, 47.3, 7.6); ( 419594.8, 3737450.5, 47.0, 47.0, 7.6); ( 419614.8, 3737450.5, 46.6, 46.6, 7.6); ( 419634.8, 3737450.5, 46.3, 46.3, 7.6); ( 419654.8, 3737450.5, 46.6, 46.6, 7.6); ( 419314.8, 3737470.5, 45.2, 45.2, 7.6); ( 419334.8, 3737470.5, 45.9, 45.9, 7.6); ( 419354.8, 3737470.5, 46.2, 46.2, 7.6); ( 419374.8, 3737470.5, 46.5, 46.5, 7.6); ( 419394.8, 3737470.5, 46.7, 46.7, 7.6); ( 419414.8, 3737470.5, 47.1, 47.1, 7.6); ( 419434.8, 3737470.5, 47.4, 47.4, 7.6); ( 419454.8, 3737470.5, 47.5, 47.5, 7.6); ( 419474.8, 3737470.5, 47.6, 47.6, 7.6); ( 419494.8, 3737470.5, 47.5, 47.5, 7.6); ( 419514.8, 3737470.5, 47.5, 47.5, 7.6); ( 419534.8, 3737470.5, 47.5, 47.5, 7.6); ( 419554.8, 3737470.5, 47.5, 47.5, 7.6); ( 419574.8, 3737470.5, 47.3, 47.3, 7.6); ( 419594.8, 3737470.5, 47.0, 47.0, 7.6); ( 419614.8, 3737470.5, 46.6, 46.6, 7.6); ( 419634.8, 3737470.5, 46.5, 46.5, 7.6); ( 419654.8, 3737470.5, 46.7, 46.7, 7.6); ( 419314.8, 3737490.5, 45.7, 45.7, 7.6); ( 419334.8, 3737490.5, 46.3, 46.3, 7.6); ( 419354.8, 3737490.5, 46.8, 46.8, 7.6); ( 419374.8, 3737490.5, 46.9, 46.9, 7.6); ( 419394.8, 3737490.5, 47.1, 47.1, 7.6); ( 419414.8, 3737490.5, 47.3, 47.3, 7.6); ( 419434.8, 3737490.5, 47.5, 47.5, 7.6); ( 419454.8, 3737490.5, 47.5, 47.5, 7.6); ( 419474.8, 3737490.5, 47.5, 47.5, 7.6); ( 419494.8, 3737490.5, 47.5, 47.5, 7.6); ( 419514.8, 3737490.5, 47.5, 47.5, 7.6); ( 419534.8, Page 45 MainPlace r.ADO 3737490.5, 47.5, 47.5, 7.6); ( 419554.8, 3737490.5, 47.5, 47.5, 7.6); ( 419574.8, 3737490.5, 47.3, 47.3, 7.6); ( 419594.8, 3737490.5, 47.1, 47.1, 7.6); ( 419614.8, 3737490.5, 46.9, 46.9, 7.6); ( 419634.8, 3737490.5, 46.6, 46.6, 7.6); ( 419654.8, 3737490.5, 46.8, 46.8, 7.6); ( 419294.8, 3737510.5, 45.6, 45.6, 7.6); ( 419314.8, 3737510.5, 46.2, 46.2, 7.6); ( 419334.8, 3737510.5, 46.6, 46.6, 7.6); ( 419354.8, 3737510.5, 47.3, 47.3, 7.6); ( 419374.8, 3737510.5, 47.3, 47.3, 7.6); ( 419394.8, 3737510.5, 47.4, 47.4, 7.6); ( 419414.8, 3737510.5, 47.5, 47.5, 7.6); ( 419434.8, 3737510.5, 47.5, 47.5, 7.6); ( 419454.8, 3737510.5, 47.5, 47.5, 7.6); ( 419474.8, 3737510.5, 47.5, 47.5, 7.6); ( 419494.8, 3737510.5, 47.5, 47.5, 7.6); ( 419514.8, 3737510.5, 47.5, 47.5, 7.6); ( 419534.8, 3737510.5, 47.3, 47.3, 7.6); ( 419554.8, 3737510.5, 47.3, 47.3, 7.6); ( 419574.8, 3737510.5, 47.2, 47.2, 7.6); ( 419594.8, 3737510.5, 47.1, 47.1, 7.6); ( 419614.8, 3737510.5, 47.1, 47.1, 7.6); ( 419634.8, 3737510.5, 47.1, 47.1, 7.6); ( 419654.8, 3737510.5, 47.2, 47.2, 7.6); ( 419294.8, 3737530.5, 45.9, 45.9, 7.6); ( 419314.8, 3737530.5, 46.5, 46.5, 7.6); ( 419334.8, 3737530.5, 47.0, 47.0, 7.6); ( 419354.8, 3737530.5, 47.4, 47.4, 7.6); ( 419374.8, 3737530.5, 47.5, 47.5, 7.6); ( 419394.8, 3737530.5, 47.5, 47.5, 7.6); ( 419414.8, 3737530.5, 47.5, 47.5, 7.6); ( 419434.8, 3737530.5, 47.5, 47.5, 7.6); ( 419454.8, 3737530.5, 47.5, 47.5, 7.6); ( 419474.8, 3737530.5, 47.5, 47.5, 7.6); ( 419494.8, 3737530.5, 47.4, 47.4, 7.6); ( 419514.8, 3737530.5, 47.3, 47.3, 7.6); ( 419534.8, 3737530.5, 47.0, 47.0, 7.6); ( 419554.8, 3737530.5, 47.1, 47.1, 7.6); ( 419574.8, 3737530.5, 47.1, 47.1, 7.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 17 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 46 MainPlace r.ADO *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419594.8, 3737530.5, 47.2, 47.2, 7.6); ( 419614.8, 3737530.5, 47.4, 47.4, 7.6); ( 419634.8, 3737530.5, 48.0, 48.0, 7.6); ( 419654.8, 3737530.5, 48.0, 48.0, 7.6); ( 419274.8, 3737550.5, 45.4, 45.4, 7.6); ( 419294.8, 3737550.5, 46.0, 46.0, 7.6); ( 419314.8, 3737550.5, 46.6, 46.6, 7.6); ( 419334.8, 3737550.5, 47.1, 47.1, 7.6); ( 419354.8, 3737550.5, 47.5, 47.5, 7.6); ( 419374.8, 3737550.5, 47.6, 47.6, 7.6); ( 419394.8, 3737550.5, 47.6, 47.6, 7.6); ( 419414.8, 3737550.5, 47.6, 47.6, 7.6); ( 419434.8, 3737550.5, 47.5, 47.5, 7.6); ( 419454.8, 3737550.5, 47.5, 47.5, 7.6); ( 419474.8, 3737550.5, 47.5, 47.5, 7.6); ( 419494.8, 3737550.5, 47.4, 47.4, 7.6); ( 419514.8, 3737550.5, 47.3, 47.3, 7.6); ( 419534.8, 3737550.5, 47.2, 47.2, 7.6); ( 419554.8, 3737550.5, 47.2, 47.2, 7.6); ( 419574.8, 3737550.5, 47.2, 47.2, 7.6); ( 419594.8, 3737550.5, 47.3, 47.3, 7.6); ( 419614.8, 3737550.5, 47.6, 47.6, 7.6); ( 419634.8, 3737550.5, 48.0, 48.0, 7.6); ( 419654.8, 3737550.5, 47.8, 47.8, 7.6); ( 419274.8, 3737570.5, 45.5, 45.5, 7.6); ( 419294.8, 3737570.5, 46.1, 46.1, 7.6); ( 419314.8, 3737570.5, 46.6, 46.6, 7.6); ( 419334.8, 3737570.5, 47.1, 47.1, 7.6); ( 419354.8, 3737570.5, 47.6, 47.6, 7.6); ( 419374.8, 3737570.5, 47.6, 47.6, 7.6); ( 419394.8, 3737570.5, 47.6, 47.6, 7.6); ( 419414.8, 3737570.5, 47.6, 47.6, 7.6); ( 419434.8, 3737570.5, 47.5, 47.5, 7.6); ( 419454.8, 3737570.5, 47.5, 47.5, 7.6); ( 419474.8, 3737570.5, 47.5, 47.5, 7.6); ( 419494.8, 3737570.5, 47.4, 47.4, 7.6); ( 419514.8, 3737570.5, 47.4, 47.4, 7.6); ( 419534.8, 3737570.5, 47.2, 47.2, 7.6); ( 419554.8, 3737570.5, 47.2, 47.2, 7.6); ( 419574.8, 3737570.5, 47.2, 47.2, 7.6); ( 419594.8, 3737570.5, 47.4, 47.4, 7.6); ( 419614.8, 3737570.5, 47.7, 47.7, 7.6); ( 419634.8, 3737570.5, 48.0, 48.0, 7.6); ( 419654.8, Page 47 MainPlace r.ADO 3737570.5, 47.8, 47.8, 7.6); ( 419254.8, 3737590.5, 44.8, 44.8, 3737590.5, 45.5, 45.5, 7.6); ( 419294.8, 3737590.5, 46.1, 46.1, 3737590.5, 46.6, 46.6, 7.6); ( 419334.8, 3737590.5, 47.1, 47.1, 3737590.5, 47.5, 47.5, 7.6); ( 419374.8, 3737590.5, 47.5, 47.5, 3737590.5, 47.6, 47.6, 7.6); ( 419414.8, 3737590.5, 47.6, 47.6, 3737590.5, 47.5, 47.5, 7.6); ( 419454.8, 3737590.5, 47.5, 47.5, 3737590.5, 47.5, 47.5, 7.6); ( 419494.8, 3737590.5, 47.4, 47.4, 3737590.5, 47.3, 47.3, 7.6); ( 419534.8, 3737590.5, 47.0, 47.0, 3737590.5, 47.1, 47.1, 7.6); ( 419574.8, 3737590.5, 47.2, 47.2, 3737590.5, 47.5, 47.5, 7.6); ( 419614.8, 3737590.5, 47.9, 47.9, 3737590.5, 48.3, 48.3, 7.6); ( 419654.8, 3737590.5, 48.0, 48.0, 3737610.5, 44.8, 44.8, 7.6); ( 419274.8, 3737610.5, 45.4, 45.4, 3737610.5, 45.9, 45.9, 7.6); ( 419314.8, 3737610.5, 46.4, 46.4, 3737610.5, 46.8, 46.8, 7.6); ( 419354.8, 3737610.5, 47.3, 47.3, 3737610.5, 47.5, 47.5, 7.6); ( 419394.8, 3737610.5, 47.5, 47.5, 3737610.5, 47.6, 47.6, 7.6); ( 419434.8, 3737610.5, 47.5, 47.5, 3737610.5, 47.5, 47.5, 7.6); ( 419474.8, 3737610.5, 47.5, 47.5, 3737610.5, 47.5, 47.5, 7.6); ( 419514.8, 3737610.5, 47.4, 47.4, 3737610.5, 47.2, 47.2, 7.6); ( 419554.8, 3737610.5, 47.1, 47.1, 3737610.5, 47.2, 47.2, 7.6); ( 419594.8, 3737610.5, 47.4, 47.4, 3737610.5, 47.6, 47.6, 7.6); ( 419634.8, 3737610.5, 48.2, 48.2, 3737610.5, 47.8, 47.8, 7.6); ( 419254.8, 3737630.5, 44.8, 44.8, 3737630.5, 45.2, 45.2, 7.6); ( 419294.8, 3737630.5, 45.6, 45.6, 3737630.5, 46.0, 46.0, 7.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 48 7.6); ( 419274.8, 7.6); ( 419314.8, 7.6); ( 419354.8, 7.6); ( 419394.8, 7.6); ( 419434.8, 7.6); ( 419474.8, 7.6); ( 419514.8, 7.6); ( 419554.8, 7.6); ( 419594.8, 7.6); ( 419634.8, 7.6); ( 419254.8, 7.6); ( 419294.8, 7.6); ( 419334.8, 7.6); ( 419374.8, 7.6); ( 419414.8, 7.6); ( 419454.8, 7.6); ( 419494.8, 7.6); ( 419534.8, 7.6); ( 419574.8, 7.6); ( 419614.8, 7.6); ( 419654.8, 7.6); ( 419274.8, 7.6); ( 419314.8, MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 18 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419334.8, 3737630.5, 46.5, 46.5, 7.6); ( 419354.8, 3737630.5, 47.0, 47.0, 7.6); ( 419374.8, 3737630.5, 47.3, 47.3, 7.6); ( 419394.8, 3737630.5, 47.5, 47.5, 7.6); ( 419414.8, 3737630.5, 47.6, 47.6, 7.6); ( 419434.8, 3737630.5, 47.5, 47.5, 7.6); ( 419454.8, 3737630.5, 47.5, 47.5, 7.6); ( 419474.8, 3737630.5, 47.5, 47.5, 7.6); ( 419494.8, 3737630.5, 47.5, 47.5, 7.6); ( 419514.8, 3737630.5, 47.4, 47.4, 7.6); ( 419534.8, 3737630.5, 47.4, 47.4, 7.6); ( 419554.8, 3737630.5, 47.2, 47.2, 7.6); ( 419574.8, 3737630.5, 47.2, 47.2, 7.6); ( 419594.8, 3737630.5, 47.3, 47.3, 7.6); ( 419614.8, 3737630.5, 47.2, 47.2, 7.6); ( 419634.8, 3737630.5, 47.8, 47.8, 7.6); ( 419654.8, 3737630.5, 47.4, 47.4, 7.6); ( 419234.8, 3737650.5, 44.4, 44.4, 7.6); ( 419254.8, 3737650.5, 44.8, 44.8, 7.6); ( 419274.8, 3737650.5, 45.0, 45.0, 7.6); ( 419294.8, 3737650.5, 45.2, 45.2, 7.6); ( 419314.8, 3737650.5, 45.6, 45.6, 7.6); ( 419334.8, 3737650.5, 46.1, 46.1, 7.6); ( 419354.8, 3737650.5, 46.5, 46.5, 7.6); ( 419374.8, 3737650.5, 46.9, 46.9, 7.6); ( 419394.8, 3737650.5, 47.3, 47.3, 7.6); ( 419414.8, 3737650.5, 47.5, 47.5, 7.6); ( 419434.8, 3737650.5, 47.5, 47.5, 7.6); ( 419454.8, 3737650.5, 47.5, 47.5, 7.6); ( 419474.8, 3737650.5, 47.5, 47.5, 7.6); ( 419494.8, 3737650.5, 47.5, 47.5, 7.6); ( 419514.8, 3737650.5, 47.5, 47.5, 7.6); ( 419534.8, 3737650.5, 47.5, 47.5, 7.6); ( 419554.8, 3737650.5, 47.4, 47.4, 7.6); ( 419574.8, 3737650.5, 47.3, 47.3, 7.6); ( 419594.8, 3737650.5, 47.1, 47.1, 7.6); ( 419614.8, 3737650.5, 46.8, 46.8, 7.6); ( 419634.8, Page 49 MainPlace r.ADO 3737650.5, 46.9, 46.9, 7.6); ( 419654.8, 3737650.5, 47.0, 47.0, 7.6); ( 419234.8, 3737670.5, 44.5, 44.5, 7.6); ( 419254.8, 3737670.5, 44.8, 44.8, 7.6); ( 419274.8, 3737670.5, 44.9, 44.9, 7.6); ( 419294.8, 3737670.5, 45.2, 45.2, 7.6); ( 419314.8, 3737670.5, 45.5, 45.5, 7.6); ( 419334.8, 3737670.5, 45.9, 45.9, 7.6); ( 419354.8, 3737670.5, 46.4, 46.4, 7.6); ( 419374.8, 3737670.5, 46.8, 46.8, 7.6); ( 419394.8, 3737670.5, 47.2, 47.2, 7.6); ( 419414.8, 3737670.5, 47.5, 47.5, 7.6); ( 419434.8, 3737670.5, 47.5, 47.5, 7.6); ( 419454.8, 3737670.5, 47.5, 47.5, 7.6); ( 419474.8, 3737670.5, 47.5, 47.5, 7.6); ( 419494.8, 3737670.5, 47.5, 47.5, 7.6); ( 419514.8, 3737670.5, 47.5, 47.5, 7.6); ( 419534.8, 3737670.5, 47.5, 47.5, 7.6); ( 419554.8, 3737670.5, 47.5, 47.5, 7.6); ( 419574.8, 3737670.5, 47.3, 47.3, 7.6); ( 419594.8, 3737670.5, 47.1, 47.1, 7.6); ( 419614.8, 3737670.5, 46.7, 46.7, 7.6); ( 419634.8, 3737670.5, 46.6, 46.6, 7.6); ( 419654.8, 3737670.5, 46.8, 46.8, 7.6); ( 419234.8, 3737690.5, 44.7, 44.7, 7.6); ( 419254.8, 3737690.5, 44.9, 44.9, 7.6); ( 419274.8, 3737690.5, 45.0, 45.0, 7.6); ( 419294.8, 3737690.5, 45.2, 45.2, 7.6); ( 419314.8, 3737690.5, 45.6, 45.6, 7.6); ( 419334.8, 3737690.5, 45.9, 45.9, 7.6); ( 419354.8, 3737690.5, 46.4, 46.4, 7.6); ( 419374.8, 3737690.5, 46.8, 46.8, 7.6); ( 419394.8, 3737690.5, 47.2, 47.2, 7.6); ( 419414.8, 3737690.5, 47.5, 47.5, 7.6); ( 419434.8, 3737690.5, 47.5, 47.5, 7.6); ( 419454.8, 3737690.5, 47.5, 47.5, 7.6); ( 419474.8, 3737690.5, 47.5, 47.5, 7.6); ( 419494.8, 3737690.5, 47.5, 47.5, 7.6); ( 419514.8, 3737690.5, 47.5, 47.5, 7.6); ( 419534.8, 3737690.5, 47.5, 47.5, 7.6); ( 419554.8, 3737690.5, 47.5, 47.5, 7.6); ( 419574.8, 3737690.5, 47.3, 47.3, 7.6); ( 419594.8, 3737690.5, 47.1, 47.1, 7.6); ( 419614.8, 3737690.5, 46.7, 46.7, 7.6); ( 419634.8, 3737690.5, 46.6, 46.6, 7.6); ( 419654.8, 3737690.5, 46.8, 46.8, 7.6); ( 419234.8, 3737710.5, 44.7, 44.7, 7.6); ( 419254.8, 3737710.5, 44.8, 44.8, 7.6); ( 419274.8, Page 50 MainPlace r.ADO 3737710.5, 45.0, 45.0, 7.6); ( 419294.8, 3737710.5, 45.2, 45.2, 7.6); ( 419314.8, 3737710.5, 45.5, 45.5, 7.6); ( 419334.8, 3737710.5, 45.9, 45.9, 7.6); ( 419354.8, 3737710.5, 46.4, 46.4, 7.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 19 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419374.8, 3737710.5, 46.8, 46.8, 7.6); ( 419394.8, 3737710.5, 47.3, 47.3, 7.6); ( 419414.8, 3737710.5, 47.6, 47.6, 7.6); ( 419434.8, 3737710.5, 47.5, 47.5, 7.6); ( 419454.8, 3737710.5, 47.5, 47.5, 7.6); ( 419474.8, 3737710.5, 47.4, 47.4, 7.6); ( 419494.8, 3737710.5, 47.4, 47.4, 7.6); ( 419514.8, 3737710.5, 47.5, 47.5, 7.6); ( 419534.8, 3737710.5, 47.7, 47.7, 7.6); ( 419554.8, 3737710.5, 47.5, 47.5, 7.6); ( 419574.8, 3737710.5, 47.4, 47.4, 7.6); ( 419594.8, 3737710.5, 47.2, 47.2, 7.6); ( 419614.8, 3737710.5, 46.9, 46.9, 7.6); ( 419634.8, 3737710.5, 46.9, 46.9, 7.6); ( 419654.8, 3737710.5, 46.7, 46.7, 7.6); ( 419234.8, 3737730.5, 44.4, 44.4, 7.6); ( 419254.8, 3737730.5, 44.7, 44.7, 7.6); ( 419274.8, 3737730.5, 45.0, 45.0, 7.6); ( 419294.8, 3737730.5, 45.2, 45.2, 7.6); ( 419314.8, 3737730.5, 45.5, 45.5, 7.6); ( 419334.8, 3737730.5, 45.9, 45.9, 7.6); ( 419354.8, 3737730.5, 46.3, 46.3, 7.6); ( 419374.8, 3737730.5, 46.8, 46.8, 7.6); ( 419394.8, 3737730.5, 47.2, 47.2, 7.6); ( 419414.8, 3737730.5, 47.5, 47.5, 7.6); ( 419434.8, 3737730.5, 47.5, 47.5, 7.6); ( 419454.8, 3737730.5, 47.5, 47.5, 7.6); ( 419474.8, 3737730.5, 47.4, 47.4, 7.6); ( 419494.8, 3737730.5, 47.3, 47.3, 7.6); ( 419514.8, 3737730.5, 47.3, 47.3, 7.6); ( 419534.8, 3737730.5, 47.4, 47.4, 7.6); ( 419554.8, Page 51 MainPlace r.ADO 3737730.5, 47.3, 47.3, 7.6); ( 419574.8, 3737730.5, 47.2, 47.2, 7.6); ( 419594.8, 3737730.5, 47.2, 47.2, 7.6); ( 419614.8, 3737730.5, 47.1, 47.1, 7.6); ( 419634.8, 3737730.5, 46.9, 46.9, 7.6); ( 419654.8, 3737730.5, 46.9, 46.9, 7.6); ( 419234.8, 3737750.5, 44.0, 44.0, 7.6); ( 419254.8, 3737750.5, 44.5, 44.5, 7.6); ( 419274.8, 3737750.5, 44.9, 44.9, 7.6); ( 419294.8, 3737750.5, 45.2, 45.2, 7.6); ( 419314.8, 3737750.5, 45.5, 45.5, 7.6); ( 419334.8, 3737750.5, 45.8, 45.8, 7.6); ( 419354.8, 3737750.5, 46.3, 46.3, 7.6); ( 419374.8, 3737750.5, 46.8, 46.8, 7.6); ( 419394.8, 3737750.5, 47.1, 47.1, 7.6); ( 419414.8, 3737750.5, 47.4, 47.4, 7.6); ( 419434.8, 3737750.5, 47.5, 47.5, 7.6); ( 419454.8, 3737750.5, 47.5, 47.5, 7.6); ( 419474.8, 3737750.5, 47.3, 47.3, 7.6); ( 419494.8, 3737750.5, 47.0, 47.0, 7.6); ( 419514.8, 3737750.5, 46.9, 46.9, 7.6); ( 419534.8, 3737750.5, 47.0, 47.0, 7.6); ( 419554.8, 3737750.5, 47.0, 47.0, 7.6); ( 419574.8, 3737750.5, 47.0, 47.0, 7.6); ( 419594.8, 3737750.5, 47.1, 47.1, 7.6); ( 419614.8, 3737750.5, 47.2, 47.2, 7.6); ( 419634.8, 3737750.5, 46.9, 46.9, 7.6); ( 419654.8, 3737750.5, 47.1, 47.1, 7.6); ( 419234.8, 3737770.5, 43.8, 54.6, 7.6); ( 419254.8, 3737770.5, 43.8, 54.6, 7.6); ( 419274.8, 3737770.5, 44.6, 44.6, 7.6); ( 419294.8, 3737770.5, 45.0, 45.0, 7.6); ( 419314.8, 3737770.5, 45.4, 45.4, 7.6); ( 419334.8, 3737770.5, 45.8, 45.8, 7.6); ( 419354.8, 3737770.5, 46.4, 46.4, 7.6); ( 419374.8, 3737770.5, 46.9, 46.9, 7.6); ( 419394.8, 3737770.5, 47.2, 47.2, 7.6); ( 419414.8, 3737770.5, 47.3, 47.3, 7.6); ( 419434.8, 3737770.5, 47.5, 47.5, 7.6); ( 419454.8, 3737770.5, 47.5, 47.5, 7.6); ( 419474.8, 3737770.5, 47.2, 47.2, 7.6); ( 419494.8, 3737770.5, 47.0, 47.0, 7.6); ( 419514.8, 3737770.5, 46.8, 46.8, 7.6); ( 419534.8, 3737770.5, 47.0, 47.0, 7.6); ( 419554.8, 3737770.5, 46.8, 46.8, 7.6); ( 419574.8, 3737770.5, 46.9, 46.9, 7.6); ( 419594.8, 3737770.5, 47.1, 47.1, 7.6); ( 419614.8, 3737770.5, 47.1, 47.1, 7.6); ( 419634.8, Page 52 MainPlace r.ADO 3737770.5, 46.8, 46.8, 7.6); ( 419654.8, 3737770.5, 46.9, 46.9, 7.6); ( 419254.8, 3737790.5, 43.6, 54.6, 7.6); ( 419274.8, 3737790.5, 44.4, 54.6, 7.6); ( 419294.8, 3737790.5, 44.9, 44.9, 7.6); ( 419314.8, 3737790.5, 45.3, 45.3, 7.6); ( 419334.8, 3737790.5, 45.8, 45.8, 7.6); ( 419354.8, 3737790.5, 46.3, 46.3, 7.6); ( 419374.8, 3737790.5, 46.8, 46.8, 7.6); ( 419394.8, 3737790.5, 47.1, 47.1, 7.6); ( 419414.8, 3737790.5, 47.3, 47.3, 7.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 20 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419434.8, 3737790.5, 47.4, 47.4, 7.6); ( 419454.8, 3737790.5, 47.4, 47.4, 7.6); ( 419474.8, 3737790.5, 47.2, 47.2, 7.6); ( 419494.8, 3737790.5, 46.9, 46.9, 7.6); ( 419514.8, 3737790.5, 46.8, 46.8, 7.6); ( 419534.8, 3737790.5, 47.0, 47.0, 7.6); ( 419554.8, 3737790.5, 46.9, 46.9, 7.6); ( 419574.8, 3737790.5, 47.0, 47.0, 7.6); ( 419594.8, 3737790.5, 47.1, 47.1, 7.6); ( 419614.8, 3737790.5, 47.1, 47.1, 7.6); ( 419634.8, 3737790.5, 46.8, 46.8, 7.6); ( 419654.8, 3737790.5, 46.9, 46.9, 7.6); ( 419274.8, 3737810.5, 44.5, 54.6, 7.6); ( 419294.8, 3737810.5, 44.9, 54.6, 7.6); ( 419314.8, 3737810.5, 45.2, 45.2, 7.6); ( 419334.8, 3737810.5, 45.6, 45.6, 7.6); ( 419354.8, 3737810.5, 46.2, 46.2, 7.6); ( 419374.8, 3737810.5, 46.7, 46.7, 7.6); ( 419394.8, 3737810.5, 47.0, 47.0, 7.6); ( 419414.8, 3737810.5, 47.2, 47.2, 7.6); ( 419434.8, 3737810.5, 47.4, 47.4, 7.6); ( 419454.8, 3737810.5, 47.4, 47.4, 7.6); ( 419474.8, 3737810.5, 47.1, 47.1, 7.6); ( 419494.8, 3737810.5, 46.8, 46.8, 7.6); ( 419514.8, 3737810.5, 46.8, 46.8, 7.6); ( 419534.8, Page 53 MainPlace r.ADO 3737810.5, 47.0, 47.0, 7.6); ( 419554.8, 3737810.5, 47.1, 47.1, 7.6); ( 419574.8, 3737810.5, 47.2, 47.2, 7.6); ( 419594.8, 3737810.5, 47.3, 47.3, 7.6); ( 419614.8, 3737810.5, 47.3, 47.3, 7.6); ( 419634.8, 3737810.5, 46.9, 46.9, 7.6); ( 419654.8, 3737810.5, 47.1, 47.1, 7.6); ( 419294.8, 3737830.5, 44.6, 54.6, 7.6); ( 419314.8, 3737830.5, 44.9, 54.6, 7.6); ( 419334.8, 3737830.5, 45.4, 45.4, 7.6); ( 419354.8, 3737830.5, 45.9, 45.9, 7.6); ( 419374.8, 3737830.5, 46.3, 46.3, 7.6); ( 419394.8, 3737830.5, 46.5, 46.5, 7.6); ( 419414.8, 3737830.5, 46.7, 46.7, 7.6); ( 419434.8, 3737830.5, 47.3, 47.3, 7.6); ( 419454.8, 3737830.5, 47.4, 47.4, 7.6); ( 419474.8, 3737830.5, 47.0, 47.0, 7.6); ( 419494.8, 3737830.5, 46.7, 46.7, 7.6); ( 419514.8, 3737830.5, 46.8, 46.8, 7.6); ( 419534.8, 3737830.5, 47.0, 47.0, 7.6); ( 419554.8, 3737830.5, 47.2, 47.2, 7.6); ( 419574.8, 3737830.5, 47.4, 47.4, 7.6); ( 419594.8, 3737830.5, 47.4, 47.4, 7.6); ( 419614.8, 3737830.5, 47.1, 47.1, 7.6); ( 419634.8, 3737830.5, 46.8, 46.8, 7.6); ( 419654.8, 3737830.5, 47.0, 47.0, 7.6); ( 419314.8, 3737850.5, 44.8, 54.6, 7.6); ( 419334.8, 3737850.5, 45.2, 45.2, 7.6); ( 419354.8, 3737850.5, 45.6, 45.6, 7.6); ( 419374.8, 3737850.5, 45.9, 45.9, 7.6); ( 419394.8, 3737850.5, 46.0, 46.0, 7.6); ( 419414.8, 3737850.5, 46.2, 46.2, 7.6); ( 419434.8, 3737850.5, 46.8, 46.8, 7.6); ( 419454.8, 3737850.5, 47.0, 47.0, 7.6); ( 419474.8, 3737850.5, 46.8, 46.8, 7.6); ( 419494.8, 3737850.5, 46.7, 46.7, 7.6); ( 419514.8, 3737850.5, 46.9, 46.9, 7.6); ( 419534.8, 3737850.5, 47.1, 47.1, 7.6); ( 419554.8, 3737850.5, 47.2, 47.2, 7.6); ( 419574.8, 3737850.5, 47.3, 47.3, 7.6); ( 419594.8, 3737850.5, 47.3, 47.3, 7.6); ( 419614.8, 3737850.5, 47.1, 47.1, 7.6); ( 419634.8, 3737850.5, 46.9, 46.9, 7.6); ( 419654.8, 3737850.5, 47.0, 47.0, 7.6); ( 419514.8, 3737870.5, 47.4, 47.4, 7.6); ( 419534.8, 3737870.5, 47.4, 47.4, 7.6); ( 419554.8, 3737870.5, 47.2, 47.2, 7.6); ( 419574.8, 3737870.5, 47.1, 47.1, 7.6); ( 419594.8, Page 54 MainPlace r.ADO 3737870.5, 47.1, 47.1, 7.6); ( 419614.8, 3737870.5, 47.1, 47.1, 7.6); ( 419634.8, 3737870.5, 47.1, 47.1, 7.6); ( 419654.8, 3737870.5, 47.2, 47.2, 7.6); ( 419514.8, 3737890.5, 43.3, 47.4, 7.6); ( 419534.8, 3737890.5, 43.2, 47.4, 7.6); ( 419554.8, 3737890.5, 43.1, 47.4, 7.6); ( 419574.8, 3737890.5, 42.9, 47.4, 7.6); ( 419594.8, 3737890.5, 42.9, 47.1, 7.6); ( 419614.8, 3737890.5, 42.8, 47.1, 7.6); ( 419634.8, 3737890.5, 42.8, 47.2, 7.6); ( 419654.8, 3737890.5, 42.7, 47.2, 7.6); ( 419674.8, 3737890.5, 42.9, 47.2, 7.6); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 21 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* * SOURCE -RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL SOURCE RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) L0000488 419674.8 3737890.5 -1.23 L0000489 419674.8 3737890.5 -10.81 L0007134 419514.8 3737890.5 -9.52 L0007135 419534.8 3737890.5 -9.31 L0007136 419554.8 3737890.5 -9.09 L0007137 419574.8 3737890.5 -8.88 L0007138 419594.8 3737890.5 -8.67 Page 55 MainPlace_r.ADO L0007139 419614.8 3737890.5 -8.45 L0007140 419634.8 3737890.5 -8.24 L0007141 419654.8 3737890.5 -8.03 L0007142 419674.8 3737890.5 -7.81 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 22 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 56 MainPlace_r.ADO View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 23 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJU* *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** Surface file: KSNA_V9 ADJU\KSNA_v9.SFC Met Version: 16216 Profile file: KSNA V9 ADJU\KSNA v9.PFL Surface format: FREE Profile format: FREE Surface station no.: 93184 Upper air station no.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2012 Year: 2012 First 24 hours of scalar data YR MO DY JOY HR HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO - - - REF WS - - - - WD - - HT REF TA HT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 - - - - 01 1 - - 01 - - - - - - - - - - -4.5 0.082 -9.000 -9.000 -999. 56. 11.0 0.12 2.65 1.00 0.87 62. 5.8 283.8 2.0 12 01 01 1 02 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 27. 5.8 283.1 2.0 12 01 01 1 03 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 336. 5.8 283.1 2.0 12 01 01 1 04 -3.3 0.070 -9.000 -9.000 -999. 45. 9.7 0.12 2.65 1.00 0.74 34. 5.8 283.1 2.0 12 01 01 1 05 -3.0 0.068 -9.000 -9.000 -999. 42. 9.4 0.12 2.65 1.00 0.70 154. 5.8 282.5 2.0 12 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. -99999.0 0.12 2.65 1.00 0.00 0. 5.8 282.0 2.0 12 01 01 1 07 -2.0 0.059 -9.000 -9.000 -999. 34. 9.0 0.12 2.65 1.00 0.55 343. 5.8 281.4 2.0 12 01 01 1 08 -2.6 0.066 -9.000 -9.000 -999. 40. 9.7 0.12 2.65 0.53 0.69 25. 5.8 281.4 2.0 12 01 01 1 09 21.6 0.133 0.252 0.010 27. 116. -9.9 0.12 2.65 0.31 1.03 344. 5.8 282.5 2.0 12 01 01 1 10 115.6 0.162 0.713 0.008 114. 156. -3.3 0.12 2.65 0.24 1.06 233. 5.8 286.4 2.0 Page 57 MainPlace_r.ADO 12 01 01 1 11 160.9 0.126 1.129 0.005 325 0.21 0.67 261. 5.8 291.4 2.0 12 01 01 1 12 187.0 0.138 1.467 0.005 614 0.20 0.75 252. 5.8 294.9 2.0 12 01 01 1 13 186.9 0.189 1.755 0.005 1051 0.20 1.23 280. 5.8 297.5 2.0 12 01 01 1 14 168.3 0.247 1.857 0.005 1383 0.21 1.86 268. 5.8 299.2 2.0 12 01 01 1 15 115.3 0.275 1.688 0.005 1517 0.24 2.25 248. 5.8 298.1 2.0 12 01 01 1 16 41.5 0.262 1.211 0.005 1552 0.33 2.32 227. 5.8 295.9 2.0 12 01 01 1 17 -17.9 0.217 -9.000 -9.000 -999 0.60 2.18 227. 5.8 292.5 2.0 12 01 01 1 18 -24.7 0.250 -9.000 -9.000 -999 1.00 2.50 219. 5.8 288.8 2.0 12 01 01 1 19 -5.2 0.088 -9.000 -9.000 -999 1.00 0.94 201. 5.8 287.5 2.0 12 01 01 1 20 -3.5 0.073 -9.000 -9.000 -999 1.00 0.77 259. 5.8 287.0 2.0 12 01 01 1 21 -2.6 0.064 -9.000 -9.000 -999 1.00 0.65 264. 5.8 286.4 2.0 12 01 01 1 22 -4.4 0.081 -9.000 -9.000 -999 1.00 0.86 211. 5.8 285.9 2.0 12 01 01 1 23 -4.2 0.079 -9.000 -9.000 -999 1.00 0.84 247. 5.8 284.9 2.0 12 01 01 1 24 -7.1 0.103 -9.000 -9.000 -999 1.00 1.09 236. 5.8 283.8 2.0 108. -1.1 0.12 2.65 123. -1.3 0.12 2.65 197. -3.3 0.12 2.65 295. -8.1 0.12 2.65 346. -16.3 0.12 2.65 322. -39.2 0.12 2.65 244. 52.0 0.12 2.65 300. 68.7 0.12 2.65 91. 12.0 0.12 2.65 47. 10.0 0.12 2.65 39. 9.1 0.12 2.65 55. 10.9 0.12 2.65 53. 10.7 0.12 2.65 80. 14.1 0.12 2.65 First hour of profile data YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 5.8 1 62. 0.87 283.8 99.0 -99.00 -99.00 F indicates top of profile (=1) or below (=0) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 24 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 Page 58 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.03362 419414.82 3737330.46 0.03000 419434.82 3737330.46 0.02706 419454.82 3737330.46 0.02462 419474.82 3737330.46 0.02255 419494.82 3737330.46 0.02093 419514.82 3737330.46 0.01957 419534.82 3737330.46 0.01835 419554.82 3737330.46 0.01725 419574.82 3737330.46 0.01623 419594.82 3737330.46 0.01529 419614.82 3737330.46 0.01444 419634.82 3737330.46 0.01367 419654.82 3737330.46 0.01302 419374.82 3737350.46 0.03474 419394.82 3737350.46 0.03084 419414.82 3737350.46 0.02771 419434.82 3737350.46 0.02517 419454.82 3737350.46 0.02306 419474.82 3737350.46 0.02125 419494.82 3737350.46 0.01987 419514.82 3737350.46 0.01865 419534.82 3737350.46 0.01746 419554.82 3737350.46 0.01643 419574.82 3737350.46 0.01550 419594.82 3737350.46 0.01465 419614.82 3737350.46 0.01389 419634.82 3737350.46 0.01320 419654.82 3737350.46 0.01263 419374.82 3737370.46 0.03184 419394.82 3737370.46 0.02854 419414.82 3737370.46 0.02582 Page 59 MainPlace_r.ADO 419434.82 3737370.46 0.02360 419454.82 3737370.46 0.02175 419474.82 3737370.46 0.02016 419494.82 3737370.46 0.01900 419514.82 3737370.46 0.01797 419534.82 3737370.46 0.01693 419554.82 3737370.46 0.01595 419574.82 3737370.46 0.01509 419594.82 3737370.46 0.01429 419614.82 3737370.46 0.01356 419634.82 3737370.46 0.01292 419654.82 3737370.46 0.01239 419354.82 3737390.46 0.03261 419374.82 3737390.46 0.02936 419394.82 3737390.46 0.02657 419414.82 3737390.46 0.02422 419434.82 3737390.46 0.02225 419454.82 3737390.46 0.02062 419474.82 3737390.46 0.01921 419494.82 3737390.46 0.01813 419514.82 3737390.46 0.01719 419534.82 3737390.46 0.01626 419554.82 3737390.46 0.01538 419574.82 3737390.46 0.01459 419594.82 3737390.46 0.01386 419614.82 3737390.46 0.01321 419634.82 3737390.46 0.01264 419654.82 3737390.46 0.01216 419354.82 3737410.46 0.02980 419374.82 3737410.46 0.02721 419394.82 3737410.46 0.02486 419414.82 3737410.46 0.02282 419434.82 3737410.46 0.02109 419454.82 3737410.46 0.01964 419474.82 3737410.46 0.01835 419494.82 3737410.46 0.01728 419514.82 3737410.46 0.01636 419534.82 3737410.46 0.01554 419554.82 3737410.46 0.01476 419574.82 3737410.46 0.01406 419594.82 3737410.46 0.01343 419614.82 3737410.46 0.01288 419634.82 3737410.46 0.01239 419654.82 3737410.46 0.01196 419334.82 3737430.46 0.03056 419354.82 3737430.46 0.02755 419374.82 3737430.46 0.02534 419394.82 3737430.46 0.02331 Page 60 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 25 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 3737430.46 - - - - - - 0.02156 419434.82 3737430.46 0.02002 419454.82 3737430.46 0.01857 419474.82 3737430.46 0.01749 419494.82 3737430.46 0.01657 419514.82 3737430.46 0.01575 419534.82 3737430.46 0.01501 419554.82 3737430.46 0.01434 419574.82 3737430.46 0.01373 419594.82 3737430.46 0.01320 419614.82 3737430.46 0.01272 419634.82 3737430.46 0.01227 419654.82 3737430.46 0.01180 419334.82 3737450.46 0.02815 419354.82 3737450.46 0.02569 419374.82 3737450.46 0.02375 419394.82 3737450.46 0.02198 419414.82 3737450.46 0.02042 419434.82 3737450.46 0.01905 419454.82 Page 61 MainPlace_r.ADO 3737450.46 0.01778 419474.82 3737450.46 0.01682 419494.82 3737450.46 0.01601 419514.82 3737450.46 0.01528 419534.82 3737450.46 0.01459 419554.82 3737450.46 0.01397 419574.82 3737450.46 0.01343 419594.82 3737450.46 0.01295 419614.82 3737450.46 0.01252 419634.82 3737450.46 0.01209 419654.82 3737450.46 0.01163 419314.82 3737470.46 0.02949 419334.82 3737470.46 0.02625 419354.82 3737470.46 0.02413 419374.82 3737470.46 0.02238 419394.82 3737470.46 0.02081 419414.82 3737470.46 0.01940 419434.82 3737470.46 0.01815 419454.82 3737470.46 0.01720 419474.82 3737470.46 0.01634 419494.82 3737470.46 0.01559 419514.82 3737470.46 0.01491 419534.82 3737470.46 0.01426 419554.82 3737470.46 0.01365 419574.82 3737470.46 0.01315 419594.82 3737470.46 0.01271 419614.82 3737470.46 0.01230 419634.82 3737470.46 0.01188 419654.82 3737470.46 0.01145 419314.82 3737490.46 0.02719 419334.82 3737490.46 0.02460 419354.82 3737490.46 0.02253 419374.82 3737490.46 0.02109 419394.82 3737490.46 0.01977 419414.82 3737490.46 0.01859 419434.82 3737490.46 0.01756 419454.82 3737490.46 0.01670 419474.82 3737490.46 0.01591 419494.82 3737490.46 0.01520 419514.82 3737490.46 0.01455 419534.82 3737490.46 0.01396 419554.82 3737490.46 0.01340 419574.82 3737490.46 0.01292 419594.82 3737490.46 0.01247 419614.82 3737490.46 0.01206 419634.82 3737490.46 0.01168 419654.82 3737490.46 0.01128 419294.82 3737510.46 0.02791 419314.82 Page 62 3737510.46 0.02528 419334.82 3737510.46 3737510.46 0.02124 419374.82 3737510.46 3737510.46 0.01892 419414.82 3737510.46 3737510.46 0.01704 419454.82 3737510.46 3737510.46 0.01552 419494.82 3737510.46 3737510.46 0.01425 419534.82 3737510.46 3737510.46 0.01318 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 0.02316 419354.82 Mo➢IOIoL jILGY-16M :3�] 0.01791 419434.82 0.01624 419474.82 0.01485 419514.82 0.01372 419554.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 08:57:21 PAGE 26 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) - - - - - - - - - CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - 3737510.46 - - - - - - 0.01271 419594.82 3737510.46 0.01226 419614.82 3737510.46 0.01183 419634.82 3737510.46 0.01144 419654.82 3737510.46 0.01107 419294.82 3737530.46 0.02616 Page 63 MainPlace_r.ADO 419314.82 3737530.46 0.02384 419334.82 3737530.46 0.02191 419354.82 3737530.46 0.02033 419374.82 3737530.46 0.01924 419394.82 3737530.46 0.01826 419414.82 3737530.46 0.01737 419434.82 3737530.46 0.01656 419454.82 3737530.46 0.01584 419474.82 3737530.46 0.01517 419494.82 3737530.46 0.01456 419514.82 3737530.46 0.01400 419534.82 3737530.46 0.01353 419554.82 3737530.46 0.01300 419574.82 3737530.46 0.01252 419594.82 3737530.46 0.01207 419614.82 3737530.46 0.01162 419634.82 3737530.46 0.01115 419654.82 3737530.46 0.01083 419274.82 3737550.46 0.02748 419294.82 3737550.46 0.02487 419314.82 3737550.46 0.02277 419334.82 3737550.46 0.02103 419354.82 3737550.46 0.01959 419374.82 3737550.46 0.01858 419394.82 3737550.46 0.01769 419414.82 3737550.46 0.01688 419434.82 3737550.46 0.01614 419454.82 3737550.46 0.01547 419474.82 3737550.46 0.01484 419494.82 3737550.46 0.01426 419514.82 3737550.46 0.01373 419534.82 3737550.46 0.01325 419554.82 3737550.46 0.01277 419574.82 3737550.46 0.01232 419594.82 3737550.46 0.01188 419614.82 3737550.46 0.01145 419634.82 3737550.46 0.01103 419654.82 3737550.46 0.01074 419274.82 3737570.46 0.02619 419294.82 3737570.46 0.02381 419314.82 3737570.46 0.02189 419334.82 3737570.46 0.02030 419354.82 3737570.46 0.01895 419374.82 3737570.46 0.01802 419394.82 3737570.46 0.01720 419414.82 3737570.46 0.01645 419434.82 3737570.46 0.01576 419454.82 3737570.46 0.01513 Page 64 MainPlace_r.ADO 419474.82 3737570.46 0.01454 419494.82 3737570.46 0.01399 419514.82 3737570.46 0.01348 419534.82 3737570.46 0.01302 419554.82 3737570.46 0.01257 419574.82 3737570.46 0.01214 419594.82 3737570.46 0.01171 419614.82 3737570.46 0.01130 419634.82 3737570.46 0.01091 419654.82 3737570.46 0.01065 419254.82 3737590.46 0.02770 419274.82 3737590.46 0.02501 419294.82 3737590.46 0.02289 419314.82 3737590.46 0.02116 419334.82 3737590.46 0.01969 419354.82 3737590.46 0.01842 419374.82 3737590.46 0.01758 419394.82 3737590.46 0.01679 419414.82 3737590.46 0.01607 419434.82 3737590.46 0.01542 419454.82 3737590.46 0.01482 419474.82 3737590.46 0.01426 419494.82 3737590.46 0.01374 419514.82 3737590.46 0.01327 419534.82 3737590.46 0.01288 419554.82 3737590.46 0.01242 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 27 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** Page 65 *** DISCRETE CARTESIAN RECEPTOR POINTS MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01199 419594.82 3737590.46 0.01157 419614.82 3737590.46 0.01116 419634.82 3737590.46 0.01076 419654.82 3737590.46 0.01054 419254.82 3737610.46 0.02644 419274.82 3737610.46 0.02413 419294.82 3737610.46 0.02222 419314.82 3737610.46 0.02064 419334.82 3737610.46 0.01926 419354.82 3737610.46 0.01805 419374.82 3737610.46 0.01717 419394.82 3737610.46 0.01640 419414.82 3737610.46 0.01572 419434.82 3737610.46 0.01511 419454.82 3737610.46 0.01454 419474.82 3737610.46 0.01402 419494.82 3737610.46 0.01352 419514.82 3737610.46 0.01307 419534.82 3737610.46 0.01268 419554.82 3737610.46 0.01227 419574.82 3737610.46 0.01187 419594.82 3737610.46 0.01148 419614.82 3737610.46 0.01111 419634.82 3737610.46 0.01070 419654.82 3737610.46 0.01051 419254.82 3737630.46 0.02534 419274.82 3737630.46 0.02339 419294.82 3737630.46 0.02170 419314.82 3737630.46 0.02022 419334.82 3737630.46 0.01893 419354.82 3737630.46 0.01777 419374.82 3737630.46 0.01684 419394.82 3737630.46 0.01607 419414.82 3737630.46 0.01542 419434.82 3737630.46 0.01484 419454.82 3737630.46 0.01430 419474.82 3737630.46 0.01380 419494.82 3737630.46 0.01333 419514.82 3737630.46 0.01289 419534.82 3737630.46 0.01248 419554.82 Page 66 MainPlace r.ADO 3737630.46 0.01214 419574.82 3737630.46 0.01176 419594.82 3737630.46 0.01140 419614.82 3737630.46 0.01109 419634.82 3737630.46 0.01070 419654.82 3737630.46 0.01051 419234.82 3737650.46 0.02639 419254.82 3737650.46 0.02435 419274.82 3737650.46 0.02271 419294.82 3737650.46 0.02126 419314.82 3737650.46 0.01992 419334.82 3737650.46 0.01869 419354.82 3737650.46 0.01762 419374.82 3737650.46 0.01668 419394.82 3737650.46 0.01585 419414.82 3737650.46 0.01516 419434.82 3737650.46 0.01460 419454.82 3737650.46 0.01409 419474.82 3737650.46 0.01361 419494.82 3737650.46 0.01316 419514.82 3737650.46 0.01274 419534.82 3737650.46 0.01234 419554.82 3737650.46 0.01198 419574.82 3737650.46 0.01165 419594.82 3737650.46 0.01135 419614.82 3737650.46 0.01109 419634.82 3737650.46 0.01080 419654.82 3737650.46 0.01054 419234.82 3737670.46 0.02522 419254.82 3737670.46 0.02343 419274.82 3737670.46 0.02199 419294.82 3737670.46 0.02068 419314.82 3737670.46 0.01947 419334.82 3737670.46 0.01832 419354.82 3737670.46 0.01731 419374.82 3737670.46 0.01642 419394.82 3737670.46 0.01561 419414.82 3737670.46 0.01492 419434.82 3737670.46 0.01439 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 28 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER Page 67 5 MainPlace r.ADO YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 - - - - - - 0.01391 419474.82 3737670.46 0.01345 419494.82 3737670.46 0.01302 419514.82 3737670.46 0.01262 419534.82 3737670.46 0.01223 419554.82 3737670.46 0.01188 419574.82 3737670.46 0.01157 419594.82 3737670.46 0.01131 419614.82 3737670.46 0.01107 419634.82 3737670.46 0.01081 419654.82 3737670.46 0.01054 419234.82 3737690.46 0.02410 419254.82 3737690.46 0.02261 419274.82 3737690.46 0.02130 419294.82 3737690.46 0.02009 419314.82 3737690.46 0.01898 419334.82 3737690.46 0.01793 419354.82 3737690.46 0.01696 419374.82 3737690.46 0.01613 419394.82 3737690.46 0.01537 419414.82 3737690.46 0.01471 419434.82 3737690.46 0.01422 419454.82 3737690.46 0.01376 419474.82 3737690.46 0.01332 419494.82 3737690.46 0.01291 419514.82 3737690.46 0.01252 419534.82 3737690.46 0.01215 419554.82 3737690.46 0.01182 Page 68 MainPlace_r.ADO 419574.82 3737690.46 0.01153 419594.82 3737690.46 0.01127 419614.82 3737690.46 0.01105 419634.82 3737690.46 0.01081 419654.82 3737690.46 0.01056 419234.82 3737710.46 0.02335 419254.82 3737710.46 0.02197 419274.82 3737710.46 0.02075 419294.82 3737710.46 0.01962 419314.82 3737710.46 0.01860 419334.82 3737710.46 0.01762 419354.82 3737710.46 0.01673 419374.82 3737710.46 0.01590 419394.82 3737710.46 0.01516 419414.82 3737710.46 0.01454 419434.82 3737710.46 0.01408 419454.82 3737710.46 0.01365 419474.82 3737710.46 0.01324 419494.82 3737710.46 0.01284 419514.82 3737710.46 0.01245 419534.82 3737710.46 0.01207 419554.82 3737710.46 0.01178 419574.82 3737710.46 0.01150 419594.82 3737710.46 0.01124 419614.82 3737710.46 0.01103 419634.82 3737710.46 0.01079 419654.82 3737710.46 0.01060 419234.82 3737730.46 0.02286 419254.82 3737730.46 0.02149 419274.82 3737730.46 0.02032 419294.82 3737730.46 0.01926 419314.82 3737730.46 0.01830 419334.82 3737730.46 0.01738 419354.82 3737730.46 0.01652 419374.82 3737730.46 0.01573 419394.82 3737730.46 0.01503 419414.82 3737730.46 0.01444 419434.82 3737730.46 0.01398 419454.82 3737730.46 0.01356 419474.82 3737730.46 0.01319 419494.82 3737730.46 0.01284 419514.82 3737730.46 0.01248 419534.82 3737730.46 0.01211 419554.82 3737730.46 0.01182 419574.82 3737730.46 0.01153 419594.82 3737730.46 0.01127 419614.82 3737730.46 0.01104 419634.82 3737730.46 0.01083 Page 69 419654.82 3737730.46 3737750.46 0.02256 419254.82 3737750.46 3737750.46 0.01999 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01063 0.02114 *** C:\Lakes\AERMOD *** *** 08:57:21 PAGE 29 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 419234.82 419274.82 12/29/18 *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - 0.01900 419314.82 3737750.46 0.01809 419334.82 3737750.46 0.01720 419354.82 3737750.46 0.01638 419374.82 3737750.46 0.01563 419394.82 3737750.46 0.01497 419414.82 3737750.46 0.01441 419434.82 3737750.46 0.01392 419454.82 3737750.46 0.01351 419474.82 3737750.46 0.01320 419494.82 3737750.46 0.01289 419514.82 3737750.46 0.01257 419534.82 3737750.46 0.01223 419554.82 3737750.46 0.01191 419574.82 3737750.46 0.01162 419594.82 Page 70 MainPlace_r.ADO 3737750.46 0.01134 419614.82 3737750.46 0.01107 419634.82 3737750.46 0.01091 419654.82 3737750.46 0.01068 419234.82 3737770.46 0.02227 419254.82 3737770.46 0.02121 419274.82 3737770.46 0.01990 419294.82 3737770.46 0.01886 419314.82 3737770.46 0.01795 419334.82 3737770.46 0.01709 419354.82 3737770.46 0.01627 419374.82 3737770.46 0.01552 419394.82 3737770.46 0.01492 419414.82 3737770.46 0.01440 419434.82 3737770.46 0.01392 419454.82 3737770.46 0.01352 419474.82 3737770.46 0.01322 419494.82 3737770.46 0.01294 419514.82 3737770.46 0.01265 419534.82 3737770.46 0.01229 419554.82 3737770.46 0.01203 419574.82 3737770.46 0.01174 419594.82 3737770.46 0.01144 419614.82 3737770.46 0.01120 419634.82 3737770.46 0.01105 419654.82 3737770.46 0.01084 419254.82 3737790.46 0.02110 419274.82 3737790.46 0.01985 419294.82 3737790.46 0.01882 419314.82 3737790.46 0.01794 419334.82 3737790.46 0.01710 419354.82 3737790.46 0.01629 419374.82 3737790.46 0.01555 419394.82 3737790.46 0.01495 419414.82 3737790.46 0.01446 419434.82 3737790.46 0.01398 419454.82 3737790.46 0.01360 419474.82 3737790.46 0.01331 419494.82 3737790.46 0.01304 419514.82 3737790.46 0.01275 419534.82 3737790.46 0.01239 419554.82 3737790.46 0.01214 419574.82 3737790.46 0.01184 419594.82 3737790.46 0.01156 419614.82 3737790.46 0.01134 419634.82 3737790.46 0.01121 419654.82 3737790.46 0.01101 419274.82 3737810.46 0.01980 419294.82 Page 71 3737810.46 0.01890 419314.82 3737810.46 3737810.46 0.01728 419354.82 3737810.46 3737810.46 0.01571 419394.82 3737810.46 3737810.46 0.01459 419434.82 3737810.46 3737810.46 0.01373 419474.82 3737810.46 3737810.46 0.01322 419514.82 3737810.46 3737810.46 0.01255 419554.82 3737810.46 3737810.46 0.01196 419594.82 3737810.46 3737810.46 0.01151 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc MainPlace r.ADO 0.01809 419334.82 0.01646 419374.82 0.01511 419414.82 0.01412 419454.82 0.01348 419494.82 0.01290 419534.82 0.01224 419574.82 0.01172 419614.82 *** C:\Lakes\AERMOD *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 30 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.01140 419654.82 3737810.46 0.01120 Page 72 MainPlace_r.ADO 419294.82 3737830.46 0.01928 419314.82 3737830.46 0.01848 419334.82 3737830.46 0.01766 419354.82 3737830.46 0.01683 419374.82 3737830.46 0.01613 419394.82 3737830.46 0.01557 419414.82 3737830.46 0.01501 419434.82 3737830.46 0.01437 419454.82 3737830.46 0.01395 419474.82 3737830.46 0.01373 419494.82 3737830.46 0.01351 419514.82 3737830.46 0.01318 419534.82 3737830.46 0.01281 419554.82 3737830.46 0.01248 419574.82 3737830.46 0.01219 419594.82 3737830.46 0.01196 419614.82 3737830.46 0.01183 419634.82 3737830.46 0.01173 419654.82 3737830.46 0.01153 419314.82 3737850.46 0.01904 419334.82 3737850.46 0.01824 419354.82 3737850.46 0.01749 419374.82 3737850.46 0.01680 419394.82 3737850.46 0.01622 419414.82 3737850.46 0.01563 419434.82 3737850.46 0.01492 419454.82 3737850.46 0.01446 419474.82 3737850.46 0.01421 419494.82 3737850.46 0.01391 419514.82 3737850.46 0.01349 419534.82 3737850.46 0.01315 419554.82 3737850.46 0.01285 419574.82 3737850.46 0.01259 419594.82 3737850.46 0.01237 419614.82 3737850.46 0.01225 419634.82 3737850.46 0.01213 419654.82 3737850.46 0.01195 419514.82 3737870.46 0.01393 419534.82 3737870.46 0.01365 419554.82 3737870.46 0.01349 419574.82 3737870.46 0.01329 419594.82 3737870.46 0.01307 419614.82 3737870.46 0.01287 419634.82 3737870.46 0.01270 419654.82 3737870.46 0.01255 419514.82 3737890.46 0.01688 419534.82 3737890.46 0.01658 419554.82 3737890.46 0.01638 Page 73 419574.82 3737890.46 3737890.46 0.01597 419614.82 3737890.46 3737890.46 0.01570 419654.82 3737890.46 3737890.46 0.01543 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01618 419594.82 0.01579 419634.82 0.01569 419674.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 08:57:21 PAGE 31 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.03362 419414.82 3737330.46 0.03000 419434.82 3737330.46 0.02706 419454.82 3737330.46 0.02462 419474.82 3737330.46 0.02255 419494.82 3737330.46 0.02093 419514.82 3737330.46 0.01957 419534.82 3737330.46 0.01835 419554.82 3737330.46 0.01725 419574.82 3737330.46 0.01623 419594.82 3737330.46 0.01529 419614.82 3737330.46 0.01444 419634.82 3737330.46 0.01367 419654.82 Page 74 MainPlace_r.ADO 3737330.46 0.01302 419374.82 3737350.46 0.03474 419394.82 3737350.46 0.03084 419414.82 3737350.46 0.02771 419434.82 3737350.46 0.02517 419454.82 3737350.46 0.02306 419474.82 3737350.46 0.02125 419494.82 3737350.46 0.01987 419514.82 3737350.46 0.01865 419534.82 3737350.46 0.01746 419554.82 3737350.46 0.01643 419574.82 3737350.46 0.01550 419594.82 3737350.46 0.01465 419614.82 3737350.46 0.01389 419634.82 3737350.46 0.01320 419654.82 3737350.46 0.01263 419374.82 3737370.46 0.03184 419394.82 3737370.46 0.02854 419414.82 3737370.46 0.02582 419434.82 3737370.46 0.02360 419454.82 3737370.46 0.02175 419474.82 3737370.46 0.02016 419494.82 3737370.46 0.01900 419514.82 3737370.46 0.01797 419534.82 3737370.46 0.01693 419554.82 3737370.46 0.01595 419574.82 3737370.46 0.01509 419594.82 3737370.46 0.01429 419614.82 3737370.46 0.01356 419634.82 3737370.46 0.01292 419654.82 3737370.46 0.01239 419354.82 3737390.46 0.03261 419374.82 3737390.46 0.02936 419394.82 3737390.46 0.02657 419414.82 3737390.46 0.02422 419434.82 3737390.46 0.02225 419454.82 3737390.46 0.02062 419474.82 3737390.46 0.01921 419494.82 3737390.46 0.01813 419514.82 3737390.46 0.01719 419534.82 3737390.46 0.01626 419554.82 3737390.46 0.01538 419574.82 3737390.46 0.01459 419594.82 3737390.46 0.01386 419614.82 3737390.46 0.01321 419634.82 3737390.46 0.01264 419654.82 3737390.46 0.01216 419354.82 3737410.46 0.02980 419374.82 Page 75 MainPlace_r.ADO 3737410.46 0.02721 419394.82 3737410.46 0.02486 419414.82 3737410.46 0.02282 419434.82 3737410.46 0.02109 419454.82 3737410.46 0.01964 419474.82 3737410.46 0.01835 419494.82 3737410.46 0.01728 419514.82 3737410.46 0.01636 419534.82 3737410.46 0.01554 419554.82 3737410.46 0.01476 419574.82 3737410.46 0.01406 419594.82 3737410.46 0.01343 419614.82 3737410.46 0.01288 419634.82 3737410.46 0.01239 419654.82 3737410.46 0.01196 419334.82 3737430.46 0.03056 419354.82 3737430.46 0.02755 419374.82 3737430.46 0.02534 419394.82 3737430.46 0.02331 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 32 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 76 MainPlace_r.ADO 419414.82 3737430.46 0.02156 419434.82 3737430.46 0.02002 419454.82 3737430.46 0.01857 419474.82 3737430.46 0.01749 419494.82 3737430.46 0.01657 419514.82 3737430.46 0.01575 419534.82 3737430.46 0.01501 419554.82 3737430.46 0.01434 419574.82 3737430.46 0.01373 419594.82 3737430.46 0.01320 419614.82 3737430.46 0.01272 419634.82 3737430.46 0.01227 419654.82 3737430.46 0.01180 419334.82 3737450.46 0.02815 419354.82 3737450.46 0.02569 419374.82 3737450.46 0.02375 419394.82 3737450.46 0.02198 419414.82 3737450.46 0.02042 419434.82 3737450.46 0.01905 419454.82 3737450.46 0.01778 419474.82 3737450.46 0.01682 419494.82 3737450.46 0.01601 419514.82 3737450.46 0.01528 419534.82 3737450.46 0.01459 419554.82 3737450.46 0.01397 419574.82 3737450.46 0.01343 419594.82 3737450.46 0.01295 419614.82 3737450.46 0.01252 419634.82 3737450.46 0.01209 419654.82 3737450.46 0.01163 419314.82 3737470.46 0.02949 419334.82 3737470.46 0.02625 419354.82 3737470.46 0.02413 419374.82 3737470.46 0.02238 419394.82 3737470.46 0.02081 419414.82 3737470.46 0.01940 419434.82 3737470.46 0.01815 419454.82 3737470.46 0.01720 419474.82 3737470.46 0.01634 419494.82 3737470.46 0.01559 419514.82 3737470.46 0.01491 419534.82 3737470.46 0.01426 419554.82 3737470.46 0.01365 419574.82 3737470.46 0.01315 419594.82 3737470.46 0.01271 419614.82 3737470.46 0.01230 419634.82 3737470.46 0.01188 419654.82 3737470.46 0.01145 Page 77 MainPlace_r.ADO 419314.82 3737490.46 0.02719 419334.82 3737490.46 0.02460 419354.82 3737490.46 0.02253 419374.82 3737490.46 0.02109 419394.82 3737490.46 0.01977 419414.82 3737490.46 0.01859 419434.82 3737490.46 0.01756 419454.82 3737490.46 0.01670 419474.82 3737490.46 0.01591 419494.82 3737490.46 0.01520 419514.82 3737490.46 0.01455 419534.82 3737490.46 0.01396 419554.82 3737490.46 0.01340 419574.82 3737490.46 0.01292 419594.82 3737490.46 0.01247 419614.82 3737490.46 0.01206 419634.82 3737490.46 0.01168 419654.82 3737490.46 0.01128 419294.82 3737510.46 0.02791 419314.82 3737510.46 0.02528 419334.82 3737510.46 0.02316 419354.82 3737510.46 0.02124 419374.82 3737510.46 0.02004 419394.82 3737510.46 0.01892 419414.82 3737510.46 0.01791 419434.82 3737510.46 0.01704 419454.82 3737510.46 0.01624 419474.82 3737510.46 0.01552 419494.82 3737510.46 0.01485 419514.82 3737510.46 0.01425 419534.82 3737510.46 0.01372 419554.82 3737510.46 0.01318 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 33 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , Page 78 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737510.46 - - - - - - 0.01271 419594.82 3737510.46 0.01226 419614.82 3737510.46 0.01183 419634.82 3737510.46 0.01144 419654.82 3737510.46 0.01107 419294.82 3737530.46 0.02616 419314.82 3737530.46 0.02384 419334.82 3737530.46 0.02191 419354.82 3737530.46 0.02033 419374.82 3737530.46 0.01924 419394.82 3737530.46 0.01826 419414.82 3737530.46 0.01737 419434.82 3737530.46 0.01656 419454.82 3737530.46 0.01584 419474.82 3737530.46 0.01517 419494.82 3737530.46 0.01456 419514.82 3737530.46 0.01400 419534.82 3737530.46 0.01353 419554.82 3737530.46 0.01300 419574.82 3737530.46 0.01252 419594.82 3737530.46 0.01207 419614.82 3737530.46 0.01162 419634.82 3737530.46 0.01115 419654.82 3737530.46 0.01083 419274.82 3737550.46 0.02748 419294.82 3737550.46 0.02487 419314.82 3737550.46 0.02277 419334.82 3737550.46 0.02103 419354.82 3737550.46 0.01959 419374.82 3737550.46 0.01858 419394.82 3737550.46 0.01769 419414.82 3737550.46 0.01688 419434.82 3737550.46 0.01614 419454.82 3737550.46 0.01547 419474.82 3737550.46 0.01484 419494.82 Page 79 MainPlace_r.ADO 3737550.46 0.01426 419514.82 3737550.46 0.01373 419534.82 3737550.46 0.01325 419554.82 3737550.46 0.01277 419574.82 3737550.46 0.01232 419594.82 3737550.46 0.01188 419614.82 3737550.46 0.01145 419634.82 3737550.46 0.01103 419654.82 3737550.46 0.01074 419274.82 3737570.46 0.02619 419294.82 3737570.46 0.02381 419314.82 3737570.46 0.02189 419334.82 3737570.46 0.02030 419354.82 3737570.46 0.01895 419374.82 3737570.46 0.01802 419394.82 3737570.46 0.01720 419414.82 3737570.46 0.01645 419434.82 3737570.46 0.01576 419454.82 3737570.46 0.01513 419474.82 3737570.46 0.01454 419494.82 3737570.46 0.01399 419514.82 3737570.46 0.01348 419534.82 3737570.46 0.01302 419554.82 3737570.46 0.01257 419574.82 3737570.46 0.01214 419594.82 3737570.46 0.01171 419614.82 3737570.46 0.01130 419634.82 3737570.46 0.01091 419654.82 3737570.46 0.01065 419254.82 3737590.46 0.02770 419274.82 3737590.46 0.02501 419294.82 3737590.46 0.02289 419314.82 3737590.46 0.02116 419334.82 3737590.46 0.01969 419354.82 3737590.46 0.01842 419374.82 3737590.46 0.01758 419394.82 3737590.46 0.01679 419414.82 3737590.46 0.01607 419434.82 3737590.46 0.01542 419454.82 3737590.46 0.01482 419474.82 3737590.46 0.01426 419494.82 3737590.46 0.01374 419514.82 3737590.46 0.01327 419534.82 3737590.46 0.01288 419554.82 3737590.46 0.01242 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** Page 80 MainPlace_r.ADO *** 08:57:21 PAGE 34 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01199 419594.82 3737590.46 0.01157 419614.82 3737590.46 0.01116 419634.82 3737590.46 0.01076 419654.82 3737590.46 0.01054 419254.82 3737610.46 0.02644 419274.82 3737610.46 0.02413 419294.82 3737610.46 0.02222 419314.82 3737610.46 0.02064 419334.82 3737610.46 0.01926 419354.82 3737610.46 0.01805 419374.82 3737610.46 0.01717 419394.82 3737610.46 0.01640 419414.82 3737610.46 0.01572 419434.82 3737610.46 0.01511 419454.82 3737610.46 0.01454 419474.82 3737610.46 0.01402 419494.82 3737610.46 0.01352 419514.82 3737610.46 0.01307 419534.82 3737610.46 0.01268 419554.82 3737610.46 0.01227 419574.82 3737610.46 0.01187 Page 81 MainPlace_r.ADO 419594.82 3737610.46 0.01148 419614.82 3737610.46 0.01111 419634.82 3737610.46 0.01070 419654.82 3737610.46 0.01051 419254.82 3737630.46 0.02534 419274.82 3737630.46 0.02339 419294.82 3737630.46 0.02170 419314.82 3737630.46 0.02022 419334.82 3737630.46 0.01893 419354.82 3737630.46 0.01777 419374.82 3737630.46 0.01684 419394.82 3737630.46 0.01607 419414.82 3737630.46 0.01542 419434.82 3737630.46 0.01484 419454.82 3737630.46 0.01430 419474.82 3737630.46 0.01380 419494.82 3737630.46 0.01333 419514.82 3737630.46 0.01289 419534.82 3737630.46 0.01248 419554.82 3737630.46 0.01214 419574.82 3737630.46 0.01176 419594.82 3737630.46 0.01140 419614.82 3737630.46 0.01109 419634.82 3737630.46 0.01070 419654.82 3737630.46 0.01051 419234.82 3737650.46 0.02639 419254.82 3737650.46 0.02435 419274.82 3737650.46 0.02271 419294.82 3737650.46 0.02126 419314.82 3737650.46 0.01992 419334.82 3737650.46 0.01869 419354.82 3737650.46 0.01762 419374.82 3737650.46 0.01668 419394.82 3737650.46 0.01585 419414.82 3737650.46 0.01516 419434.82 3737650.46 0.01460 419454.82 3737650.46 0.01409 419474.82 3737650.46 0.01361 419494.82 3737650.46 0.01316 419514.82 3737650.46 0.01274 419534.82 3737650.46 0.01234 419554.82 3737650.46 0.01198 419574.82 3737650.46 0.01165 419594.82 3737650.46 0.01135 419614.82 3737650.46 0.01109 419634.82 3737650.46 0.01080 419654.82 3737650.46 0.01054 419234.82 3737670.46 0.02522 Page 82 419254.82 3737670.46 3737670.46 0.02199 419294.82 3737670.46 3737670.46 0.01947 419334.82 3737670.46 3737670.46 0.01731 419374.82 3737670.46 3737670.46 0.01561 419414.82 3737670.46 3737670.46 0.01439 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.02343 419274.82 0.02068 419314.82 0.01832 419354.82 0.01642 419394.82 0.01492 419434.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 08:57:21 PAGE 35 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 0.01391 419474.82 3737670.46 0.01345 419494.82 3737670.46 0.01302 419514.82 3737670.46 0.01262 419534.82 3737670.46 0.01223 419554.82 3737670.46 0.01188 419574.82 3737670.46 0.01157 419594.82 3737670.46 0.01131 419614.82 3737670.46 0.01107 419634.82 Page 83 MainPlace_r.ADO 3737670.46 0.01081 419654.82 3737670.46 0.01054 419234.82 3737690.46 0.02410 419254.82 3737690.46 0.02261 419274.82 3737690.46 0.02130 419294.82 3737690.46 0.02009 419314.82 3737690.46 0.01898 419334.82 3737690.46 0.01793 419354.82 3737690.46 0.01696 419374.82 3737690.46 0.01613 419394.82 3737690.46 0.01537 419414.82 3737690.46 0.01471 419434.82 3737690.46 0.01422 419454.82 3737690.46 0.01376 419474.82 3737690.46 0.01332 419494.82 3737690.46 0.01291 419514.82 3737690.46 0.01252 419534.82 3737690.46 0.01215 419554.82 3737690.46 0.01182 419574.82 3737690.46 0.01153 419594.82 3737690.46 0.01127 419614.82 3737690.46 0.01105 419634.82 3737690.46 0.01081 419654.82 3737690.46 0.01056 419234.82 3737710.46 0.02335 419254.82 3737710.46 0.02197 419274.82 3737710.46 0.02075 419294.82 3737710.46 0.01962 419314.82 3737710.46 0.01860 419334.82 3737710.46 0.01762 419354.82 3737710.46 0.01673 419374.82 3737710.46 0.01590 419394.82 3737710.46 0.01516 419414.82 3737710.46 0.01454 419434.82 3737710.46 0.01408 419454.82 3737710.46 0.01365 419474.82 3737710.46 0.01324 419494.82 3737710.46 0.01284 419514.82 3737710.46 0.01245 419534.82 3737710.46 0.01207 419554.82 3737710.46 0.01178 419574.82 3737710.46 0.01150 419594.82 3737710.46 0.01124 419614.82 3737710.46 0.01103 419634.82 3737710.46 0.01079 419654.82 3737710.46 0.01060 419234.82 3737730.46 0.02286 419254.82 3737730.46 0.02149 419274.82 Page 84 MainPlace_r.ADO 3737730.46 0.02032 419294.82 3737730.46 0.01926 419314.82 3737730.46 0.01830 419334.82 3737730.46 0.01738 419354.82 3737730.46 0.01652 419374.82 3737730.46 0.01573 419394.82 3737730.46 0.01503 419414.82 3737730.46 0.01444 419434.82 3737730.46 0.01398 419454.82 3737730.46 0.01356 419474.82 3737730.46 0.01319 419494.82 3737730.46 0.01284 419514.82 3737730.46 0.01248 419534.82 3737730.46 0.01211 419554.82 3737730.46 0.01182 419574.82 3737730.46 0.01153 419594.82 3737730.46 0.01127 419614.82 3737730.46 0.01104 419634.82 3737730.46 0.01083 419654.82 3737730.46 0.01063 419234.82 3737750.46 0.02256 419254.82 3737750.46 0.02114 419274.82 3737750.46 0.01999 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 36 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM_10 IN MICROGRAMS/M**3 ** Page 85 MainPlace_r.ADO X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - - 0.01900 419314.82 3737750.46 0.01809 419334.82 3737750.46 0.01720 419354.82 3737750.46 0.01638 419374.82 3737750.46 0.01563 419394.82 3737750.46 0.01497 419414.82 3737750.46 0.01441 419434.82 3737750.46 0.01392 419454.82 3737750.46 0.01351 419474.82 3737750.46 0.01320 419494.82 3737750.46 0.01289 419514.82 3737750.46 0.01257 419534.82 3737750.46 0.01223 419554.82 3737750.46 0.01191 419574.82 3737750.46 0.01162 419594.82 3737750.46 0.01134 419614.82 3737750.46 0.01107 419634.82 3737750.46 0.01091 419654.82 3737750.46 0.01068 419234.82 3737770.46 0.02227 419254.82 3737770.46 0.02121 419274.82 3737770.46 0.01990 419294.82 3737770.46 0.01886 419314.82 3737770.46 0.01795 419334.82 3737770.46 0.01709 419354.82 3737770.46 0.01627 419374.82 3737770.46 0.01552 419394.82 3737770.46 0.01492 419414.82 3737770.46 0.01440 419434.82 3737770.46 0.01392 419454.82 3737770.46 0.01352 419474.82 3737770.46 0.01322 419494.82 3737770.46 0.01294 419514.82 3737770.46 0.01265 419534.82 3737770.46 0.01229 419554.82 3737770.46 0.01203 419574.82 3737770.46 0.01174 419594.82 3737770.46 0.01144 419614.82 3737770.46 0.01120 419634.82 3737770.46 0.01105 419654.82 3737770.46 0.01084 419254.82 3737790.46 0.02110 419274.82 3737790.46 0.01985 419294.82 3737790.46 0.01882 Page 86 MainPlace_r.ADO 419314.82 3737790.46 0.01794 419334.82 3737790.46 0.01710 419354.82 3737790.46 0.01629 419374.82 3737790.46 0.01555 419394.82 3737790.46 0.01495 419414.82 3737790.46 0.01446 419434.82 3737790.46 0.01398 419454.82 3737790.46 0.01360 419474.82 3737790.46 0.01331 419494.82 3737790.46 0.01304 419514.82 3737790.46 0.01275 419534.82 3737790.46 0.01239 419554.82 3737790.46 0.01214 419574.82 3737790.46 0.01184 419594.82 3737790.46 0.01156 419614.82 3737790.46 0.01134 419634.82 3737790.46 0.01121 419654.82 3737790.46 0.01101 419274.82 3737810.46 0.01980 419294.82 3737810.46 0.01890 419314.82 3737810.46 0.01809 419334.82 3737810.46 0.01728 419354.82 3737810.46 0.01646 419374.82 3737810.46 0.01571 419394.82 3737810.46 0.01511 419414.82 3737810.46 0.01459 419434.82 3737810.46 0.01412 419454.82 3737810.46 0.01373 419474.82 3737810.46 0.01348 419494.82 3737810.46 0.01322 419514.82 3737810.46 0.01290 419534.82 3737810.46 0.01255 419554.82 3737810.46 0.01224 419574.82 3737810.46 0.01196 419594.82 3737810.46 0.01172 419614.82 3737810.46 0.01151 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 37 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , Page 87 *** MainPlace r.ADO L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 - - - - - - 0.01140 419654.82 3737810.46 0.01120 419294.82 3737830.46 0.01928 419314.82 3737830.46 0.01848 419334.82 3737830.46 0.01766 419354.82 3737830.46 0.01683 419374.82 3737830.46 0.01613 419394.82 3737830.46 0.01557 419414.82 3737830.46 0.01501 419434.82 3737830.46 0.01437 419454.82 3737830.46 0.01395 419474.82 3737830.46 0.01373 419494.82 3737830.46 0.01351 419514.82 3737830.46 0.01318 419534.82 3737830.46 0.01281 419554.82 3737830.46 0.01248 419574.82 3737830.46 0.01219 419594.82 3737830.46 0.01196 419614.82 3737830.46 0.01183 419634.82 3737830.46 0.01173 419654.82 3737830.46 0.01153 419314.82 3737850.46 0.01904 419334.82 3737850.46 0.01824 419354.82 3737850.46 0.01749 419374.82 3737850.46 0.01680 419394.82 3737850.46 0.01622 419414.82 3737850.46 0.01563 419434.82 3737850.46 0.01492 419454.82 3737850.46 0.01446 419474.82 3737850.46 0.01421 419494.82 3737850.46 0.01391 419514.82 Page 88 MainPlace_r.ADO 3737850.46 0.01349 419534.82 3737850.46 0.01315 419554.82 3737850.46 0.01285 419574.82 3737850.46 0.01259 419594.82 3737850.46 0.01237 419614.82 3737850.46 0.01225 419634.82 3737850.46 0.01213 419654.82 3737850.46 0.01195 419514.82 3737870.46 0.01393 419534.82 3737870.46 0.01365 419554.82 3737870.46 0.01349 419574.82 3737870.46 0.01329 419594.82 3737870.46 0.01307 419614.82 3737870.46 0.01287 419634.82 3737870.46 0.01270 419654.82 3737870.46 0.01255 419514.82 3737890.46 0.01688 419534.82 3737890.46 0.01658 419554.82 3737890.46 0.01638 419574.82 3737890.46 0.01618 419594.82 3737890.46 0.01597 419614.82 3737890.46 0.01579 419634.82 3737890.46 0.01570 419654.82 3737890.46 0.01569 419674.82 3737890.46 0.01543 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 38 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 Page 89 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.11329 - - (16092805) 419414.82 3737330.46 0.10118 (12081705) 419434.82 3737330.46 0.09101 (12081705) 419454.82 3737330.46 0.08284 (13091124) 419474.82 3737330.46 0.07674 (15102418) 419494.82 3737330.46 0.07141 (15102418) 419514.82 3737330.46 0.06645 (15102418) 419534.82 3737330.46 0.06191 (15102418) 419554.82 3737330.46 0.05812 (12081903) 419574.82 3737330.46 0.05513 (12081903) 419594.82 3737330.46 0.05263 (14081504) 419614.82 3737330.46 0.05044 (14111124) 419634.82 3737330.46 0.04864 (13100621) 419654.82 3737330.46 0.04679 (13092105) 419374.82 3737350.46 0.11856 (16092805) 419394.82 3737350.46 0.10541 (12081705) 419414.82 3737350.46 0.09483 (12081705) 419434.82 3737350.46 0.08604 (13091124) 419454.82 3737350.46 0.07934 (15102418) 419474.82 3737350.46 0.07418 (15102418) 419494.82 3737350.46 0.06903 (15102418) 419514.82 3737350.46 0.06428 (15102418) 419534.82 3737350.46 0.06077 (12081903) 419554.82 3737350.46 0.05762 (12081903) 419574.82 3737350.46 0.05472 (12081903) 419594.82 3737350.46 0.05239 (13100621) 419614.82 3737350.46 0.05033 (13100621) 419634.82 3737350.46 0.04834 (13100621) 419654.82 3737350.46 0.04640 (13092105) 419374.82 3737370.46 0.10943 (12081705) 419394.82 3737370.46 0.09820 (12081705) 419414.82 3737370.46 0.08893 (13091124) 419434.82 3737370.46 0.08186 (15102418) 419454.82 3737370.46 0.07627 (15102418) 419474.82 3737370.46 0.07144 (15102418) 419494.82 3737370.46 0.06622 (15102418) 419514.82 3737370.46 0.06182 (12081903) 419534.82 3737370.46 0.05835 (12081903) 419554.82 3737370.46 0.05537 (14081504) 419574.82 3737370.46 0.05290 (13100621) 419594.82 3737370.46 0.05071 (13100621) 419614.82 3737370.46 0.04879 (13092105) Page 90 MainPlace r.ADO 419634.82 3737370.46 0.04708 (13092105) 419654.82 3737370.46 0.04526 (15020724) 419354.82 3737390.46 0.11396 (12081705) 419374.82 3737390.46 0.10168 (12081705) 419394.82 3737390.46 0.09171 (13091124) 419414.82 3737390.46 0.08417 (15102418) 419434.82 3737390.46 0.07839 (15102418) 419454.82 3737390.46 0.07328 (15102418) 419474.82 3737390.46 0.06858 (15102418) 419494.82 3737390.46 0.06432 (12081903) 419514.82 3737390.46 0.06027 (12081903) 419534.82 3737390.46 0.05687 (13100621) 419554.82 3737390.46 0.05432 (13100621) 419574.82 3737390.46 0.05184 (13100621) 419594.82 3737390.46 0.04965 (13092105) 419614.82 3737390.46 0.04782 (13092105) 419634.82 3737390.46 0.04601 (15020724) 419654.82 3737390.46 0.04421 (14101503) 419354.82 3737410.46 0.10599 (12081705) 419374.82 3737410.46 0.09479 (13091124) 419394.82 3737410.46 0.08652 (15102418) 419414.82 3737410.46 0.08040 (15102418) 419434.82 3737410.46 0.07512 (15102418) 419454.82 3737410.46 0.07017 (15102418) 419474.82 3737410.46 0.06636 (12081903) 419494.82 3737410.46 0.06268 (12081903) 419514.82 3737410.46 0.05927 (13100621) 419534.82 3737410.46 0.05632 (13100621) 419554.82 3737410.46 0.05362 (13100621) 419574.82 3737410.46 0.05101 (13100621) 419594.82 3737410.46 0.04893 (15020724) 419614.82 3737410.46 0.04694 (15020724) 419634.82 3737410.46 0.04504 (14101503) 419654.82 3737410.46 0.04335 (14101503) 419334.82 3737430.46 0.10994 (12081705) 419354.82 3737430.46 0.09862 (12081705) 419374.82 3737430.46 0.08917 (15102418) 419394.82 3737430.46 0.08269 (15102418) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 39 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** Page 91 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07700 - - (15102418) 419434.82 3737430.46 0.07189 (12081903) 419454.82 3737430.46 0.06835 (15091123) 419474.82 3737430.46 0.06453 (15091123) 419494.82 3737430.46 0.06097 (13100621) 419514.82 3737430.46 0.05787 (13100621) 419534.82 3737430.46 0.05489 (13100621) 419554.82 3737430.46 0.05207 (13091206) 419574.82 3737430.46 0.04972 (15020724) 419594.82 3737430.46 0.04749 (15020724) 419614.82 3737430.46 0.04543 (14101503) 419634.82 3737430.46 0.04350 (14101503) 419654.82 3737430.46 0.04221 (14101503) 419334.82 3737450.46 0.10216 (12081705) 419354.82 3737450.46 0.09204 (15102418) 419374.82 3737450.46 0.08512 (15102418) 419394.82 3737450.46 0.07903 (15102418) 419414.82 3737450.46 0.07372 (12081903) 419434.82 3737450.46 0.06965 (15091123) 419454.82 3737450.46 0.06613 (15091123) 419474.82 3737450.46 0.06248 (13100621) 419494.82 3737450.46 0.05923 (13100621) 419514.82 3737450.46 0.05603 (13100621) 419534.82 3737450.46 0.05330 (13091206) 419554.82 3737450.46 0.05081 (15020724) 419574.82 3737450.46 0.04847 (15020724) 419594.82 3737450.46 0.04641 (14101503) 419614.82 3737450.46 0.04427 (14101503) 419634.82 3737450.46 0.04223 (14101503) 419654.82 Page 92 MainPlace r.ADO 3737450.46 0.04119 (14101723) 419314.82 3737470.46 0.10473 (12081705) 419334.82 3737470.46 0.09480 (13091124) 419354.82 3737470.46 0.08761 (15102418) 419374.82 3737470.46 0.08116 (15102418) 419394.82 3737470.46 0.07562 (15091123) 419414.82 3737470.46 0.07140 (15091123) 419434.82 3737470.46 0.06747 (15091123) 419454.82 3737470.46 0.06366 (13100621) 419474.82 3737470.46 0.06033 (13100621) 419494.82 3737470.46 0.05700 (13100621) 419514.82 3737470.46 0.05418 (13091206) 419534.82 3737470.46 0.05166 (15020724) 419554.82 3737470.46 0.04952 (16062603) 419574.82 3737470.46 0.04749 (14101503) 419594.82 3737470.46 0.04540 (14101503) 419614.82 3737470.46 0.04321 (14101503) 419634.82 3737470.46 0.04155 (14101723) 419654.82 3737470.46 0.04054 (14101723) 419314.82 3737490.46 0.09754 (13091124) 419334.82 3737490.46 0.09011 (15102418) 419354.82 3737490.46 0.08370 (15102418) 419374.82 3737490.46 0.07789 (15091123) 419394.82 3737490.46 0.07311 (15091123) 419414.82 3737490.46 0.06869 (15091123) 419434.82 3737490.46 0.06492 (13100621) 419454.82 3737490.46 0.06136 (13100621) 419474.82 3737490.46 0.05799 (13091206) 419494.82 3737490.46 0.05521 (13091206) 419514.82 3737490.46 0.05254 (15020724) 419534.82 3737490.46 0.05027 (14101503) 419554.82 3737490.46 0.04840 (14101503) 419574.82 3737490.46 0.04636 (14101503) 419594.82 3737490.46 0.04439 (14101723) 419614.82 3737490.46 0.04273 (14101723) 419634.82 3737490.46 0.04099 (14101723) 419654.82 3737490.46 0.03991 (14081002) 419294.82 3737510.46 0.10079 (13091124) 419314.82 3737510.46 0.09256 (15102418) 419334.82 3737510.46 0.08569 (15102418) 419354.82 3737510.46 0.08040 (15091123) 419374.82 3737510.46 0.07512 (15091123) 419394.82 3737510.46 0.07027 (15091123) 419414.82 3737510.46 0.06623 (13100621) 419434.82 3737510.46 0.06246 (13100621) 419454.82 3737510.46 0.05907 (13091206) 419474.82 3737510.46 0.05612 (13091206) 419494.82 3737510.46 0.05339 (16062603) 419514.82 Page 93 MainPlace r.ADO 3737510.46 0.05115 (14101503) 419534.82 3737510.46 0.04900 (14101503) 419554.82 3737510.46 0.04717 (14080501) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 40 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04526 - - (14080501) 419594.82 3737510.46 0.04364 (14081002) 419614.82 3737510.46 0.04224 (14081002) 419634.82 3737510.46 0.04091 (14081002) 419654.82 3737510.46 0.03987 (15092423) 419294.82 3737530.46 0.09489 (15102418) 419314.82 3737530.46 0.08776 (15102418) 419334.82 3737530.46 0.08201 (15091123) 419354.82 3737530.46 0.07710 (15091123) 419374.82 3737530.46 0.07191 (15091123) 419394.82 3737530.46 0.06761 (13100621) 419414.82 3737530.46 0.06363 (13100621) 419434.82 3737530.46 0.06022 (13091206) 419454.82 3737530.46 0.05705 (13091206) 419474.82 3737530.46 0.05428 (16062603) 419494.82 3737530.46 0.05195 (14101503) Page 94 MainPlace r.ADO 419514.82 3737530.46 0.04985 (14080501) 419534.82 3737530.46 0.04754 (14080501) 419554.82 3737530.46 0.04587 (14081002) 419574.82 3737530.46 0.04436 (14081002) 419594.82 3737530.46 0.04297 (14081002) 419614.82 3737530.46 0.04182 (14102005) 419634.82 3737530.46 0.04130 (15092423) 419654.82 3737530.46 0.04020 (15092423) 419274.82 3737550.46 0.09714 (15102418) 419294.82 3737550.46 0.08960 (15102418) 419314.82 3737550.46 0.08332 (15091123) 419334.82 3737550.46 0.07837 (15091123) 419354.82 3737550.46 0.07353 (15091123) 419374.82 3737550.46 0.06908 (13100621) 419394.82 3737550.46 0.06483 (13100621) 419414.82 3737550.46 0.06139 (13091206) 419434.82 3737550.46 0.05806 (13091206) 419454.82 3737550.46 0.05527 (16062603) 419474.82 3737550.46 0.05304 (14080501) 419494.82 3737550.46 0.05088 (14080501) 419514.82 3737550.46 0.04873 (14080501) 419534.82 3737550.46 0.04681 (14081002) 419554.82 3737550.46 0.04516 (14081002) 419574.82 3737550.46 0.04362 (14081002) 419594.82 3737550.46 0.04244 (15092423) 419614.82 3737550.46 0.04151 (15092423) 419634.82 3737550.46 0.04076 (15092423) 419654.82 3737550.46 0.03941 (15092423) 419274.82 3737570.46 0.09127 (15102418) 419294.82 3737570.46 0.08461 (12081903) 419314.82 3737570.46 0.07937 (15091123) 419334.82 3737570.46 0.07460 (13100621) 419354.82 3737570.46 0.07050 (13100621) 419374.82 3737570.46 0.06621 (13091206) 419394.82 3737570.46 0.06261 (13091206) 419414.82 3737570.46 0.05907 (16062603) 419434.82 3737570.46 0.05643 (14080501) 419454.82 3737570.46 0.05411 (14080501) 419474.82 3737570.46 0.05185 (14080501) 419494.82 3737570.46 0.04972 (14081002) 419514.82 3737570.46 0.04789 (14081002) 419534.82 3737570.46 0.04599 (14081002) 419554.82 3737570.46 0.04438 (15092423) 419574.82 3737570.46 0.04308 (15092423) 419594.82 3737570.46 0.04195 (15092423) 419614.82 3737570.46 0.04101 (15092423) 419634.82 3737570.46 0.04018 (12110419) 419654.82 3737570.46 0.03885 (12110419) Page 95 MainPlace_r.ADO 419254.82 3737590.46 0.09263 (15102418) 3737590.46 0.08597 (12081903) 419294.82 3737590.46 0.08025 (12081903) 3737590.46 0.07551 (13100621) 419334.82 3737590.46 0.07131 (13100621) 3737590.46 0.06755 (13091206) 419374.82 3737590.46 0.06368 (13091206) 3737590.46 0.06018 (16062603) 419414.82 3737590.46 0.05764 (14080501) 3737590.46 0.05518 (14080501) 419454.82 3737590.46 0.05277 (14080501) 3737590.46 0.05076 (14081002) 419494.82 3737590.46 0.04880 (14081002) 3737590.46 0.04682 (14081002) 419534.82 3737590.46 0.04497 (15092423) 3737590.46 0.04367 (15092423) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 41 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 0.04237 (12110419) 419594.82 3737590.46 0.04141 (12110419) 419614.82 3737590.46 0.04053 (12110419) 419634.82 Page 96 MainPlace r.ADO 3737590.46 0.03987 (12081601) 419654.82 3737590.46 0.03868 (12081601) 419254.82 3737610.46 0.08685 (12081903) 419274.82 3737610.46 0.08095 (12081903) 419294.82 3737610.46 0.07611 (13100621) 419314.82 3737610.46 0.07163 (13100621) 419334.82 3737610.46 0.06787 (13091206) 419354.82 3737610.46 0.06454 (13091206) 419374.82 3737610.46 0.06142 (14080501) 419394.82 3737610.46 0.05883 (14080501) 419414.82 3737610.46 0.05625 (14080501) 419434.82 3737610.46 0.05384 (14081002) 419454.82 3737610.46 0.05174 (14081002) 419474.82 3737610.46 0.04968 (14081002) 419494.82 3737610.46 0.04784 (15092423) 419514.82 3737610.46 0.04614 (15092423) 419534.82 3737610.46 0.04434 (15092423) 419554.82 3737610.46 0.04293 (12110419) 419574.82 3737610.46 0.04168 (12110419) 419594.82 3737610.46 0.04067 (12081601) 419614.82 3737610.46 0.03989 (12081601) 419634.82 3737610.46 0.03947 (12081601) 419654.82 3737610.46 0.03813 (14101722) 419254.82 3737630.46 0.08175 (12081903) 419274.82 3737630.46 0.07636 (13100621) 419294.82 3737630.46 0.07171 (13100621) 419314.82 3737630.46 0.06793 (15020724) 419334.82 3737630.46 0.06466 (16062603) 419354.82 3737630.46 0.06226 (14080501) 419374.82 3737630.46 0.05977 (14080501) 419394.82 3737630.46 0.05717 (14081002) 419414.82 3737630.46 0.05496 (14081002) 419434.82 3737630.46 0.05270 (14081002) 419454.82 3737630.46 0.05049 (15092423) 419474.82 3737630.46 0.04874 (15092423) 419494.82 3737630.46 0.04702 (15092423) 419514.82 3737630.46 0.04531 (12110419) 419534.82 3737630.46 0.04381 (12110419) 419554.82 3737630.46 0.04229 (12081601) 419574.82 3737630.46 0.04120 (12081601) 419594.82 3737630.46 0.04015 (12081601) 419614.82 3737630.46 0.03911 (14101722) 419634.82 3737630.46 0.03882 (14101722) 419654.82 3737630.46 0.03749 (14101722) 419234.82 3737650.46 0.08340 (14081504) 419254.82 3737650.46 0.07739 (13100621) 419274.82 3737650.46 0.07210 (13092105) 419294.82 3737650.46 0.06806 (14101503) 419314.82 Page 97 MainPlace_r.ADO 3737650.46 0.06498 (14101503) 419334.82 3737650.46 0.06213 (14080501) 3737650.46 0.05969 (14080501) 419374.82 3737650.46 0.05770 (14081002) 3737650.46 0.05567 (14081002) 419414.82 3737650.46 0.05354 (14081002) 3737650.46 0.05149 (15092423) 419454.82 3737650.46 0.04960 (15092423) 3737650.46 0.04780 (14051122) 419494.82 3737650.46 0.04613 (14051122) 3737650.46 0.04467 (12081601) 419534.82 3737650.46 0.04343 (12081601) 3737650.46 0.04211 (14101722) 419574.82 3737650.46 0.04094 (14101722) 3737650.46 0.03965 (14101722) 419614.82 3737650.46 0.03822 (14101722) 3737650.46 0.03757 (14082105) 419654.82 3737650.46 0.03694 (14082105) 3737670.46 0.07906 (13092105) 419254.82 3737670.46 0.07374 (15020724) 3737670.46 0.06931 (14101503) 419294.82 3737670.46 0.06559 (14101503) 3737670.46 0.06242 (14101723) 419334.82 3737670.46 0.06008 (14081002) 3737670.46 0.05804 (14081002) 419374.82 3737670.46 0.05597 (14081002) 3737670.46 0.05419 (15092423) 419414.82 3737670.46 0.05242 (15092423) 3737670.46 0.05049 (14051122) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 42 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 12/29/18 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 Page 98 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** ** MainPlace_r.ADO *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04863 - - (14051122) 419474.82 3737670.46 0.04693 (12081601) 419494.82 3737670.46 0.04554 (12081601) 419514.82 3737670.46 0.04425 (14101722) 419534.82 3737670.46 0.04307 (14101722) 419554.82 3737670.46 0.04190 (14101722) 419574.82 3737670.46 0.04056 (14101722) 419594.82 3737670.46 0.03936 (14082105) 419614.82 3737670.46 0.03809 (14082105) 419634.82 3737670.46 0.03714 (14082105) 419654.82 3737670.46 0.03662 (14082105) 419234.82 3737690.46 0.07578 (15020724) 419254.82 3737690.46 0.07112 (14101503) 419274.82 3737690.46 0.06697 (14101503) 419294.82 3737690.46 0.06344 (14101723) 419314.82 3737690.46 0.06088 (14081002) 419334.82 3737690.46 0.05846 (15092423) 419354.82 3737690.46 0.05665 (15092423) 419374.82 3737690.46 0.05475 (15092423) 419394.82 3737690.46 0.05309 (14051122) 419414.82 3737690.46 0.05143 (14051122) 419434.82 3737690.46 0.04944 (12081601) 419454.82 3737690.46 0.04786 (12081601) 419474.82 3737690.46 0.04646 (14101722) 419494.82 3737690.46 0.04512 (14101722) 419514.82 3737690.46 0.04385 (14101722) 419534.82 3737690.46 0.04268 (14071801) 419554.82 3737690.46 0.04163 (14082105) 419574.82 3737690.46 0.04050 (14082105) 419594.82 3737690.46 0.03931 (14082105) 419614.82 3737690.46 0.03798 (14082105) 419634.82 3737690.46 0.03707 (14080301) 419654.82 3737690.46 0.03656 (14080301) 419234.82 3737710.46 0.07289 (14101503) 419254.82 3737710.46 0.06828 (14101723) 419274.82 3737710.46 0.06470 (14081002) 419294.82 3737710.46 0.06168 (15092423) 419314.82 3737710.46 0.05926 (15092423) Page 99 MainPlace r.ADO 419334.82 3737710.46 0.05705 (15092423) 419354.82 3737710.46 0.05510 (14051122) 419374.82 3737710.46 0.05349 (14051122) 419394.82 3737710.46 0.05191 (12081601) 419414.82 3737710.46 0.05055 (14101722) 419434.82 3737710.46 0.04894 (14101722) 419454.82 3737710.46 0.04741 (14101722) 419474.82 3737710.46 0.04587 (14071801) 419494.82 3737710.46 0.04458 (14071801) 419514.82 3737710.46 0.04357 (14082105) 419534.82 3737710.46 0.04269 (14082105) 419554.82 3737710.46 0.04157 (14082105) 419574.82 3737710.46 0.04044 (14082105) 419594.82 3737710.46 0.03936 (12081704) 419614.82 3737710.46 0.03817 (14080301) 419634.82 3737710.46 0.03746 (13062804) 419654.82 3737710.46 0.03683 (13083104) 419234.82 3737730.46 0.06974 (14101723) 419254.82 3737730.46 0.06596 (15092423) 419274.82 3737730.46 0.06280 (15092423) 419294.82 3737730.46 0.06004 (15092423) 419314.82 3737730.46 0.05755 (12110419) 419334.82 3737730.46 0.05549 (12081601) 419354.82 3737730.46 0.05388 (12081601) 419374.82 3737730.46 0.05261 (14101722) 419394.82 3737730.46 0.05130 (14101722) 419414.82 3737730.46 0.04997 (14071801) 419434.82 3737730.46 0.04845 (14071801) 419454.82 3737730.46 0.04697 (14071801) 419474.82 3737730.46 0.04546 (14082105) 419494.82 3737730.46 0.04415 (14082105) 419514.82 3737730.46 0.04305 (14082105) 419534.82 3737730.46 0.04236 (12081704) 419554.82 3737730.46 0.04138 (12081704) 419574.82 3737730.46 0.04045 (12081704) 419594.82 3737730.46 0.03963 (12081704) 419614.82 3737730.46 0.03891 (13083104) 419634.82 3737730.46 0.03822 (13083104) 419654.82 3737730.46 0.03773 (13083104) 419234.82 3737750.46 0.06683 (12110419) 419254.82 3737750.46 0.06395 (12110419) 419274.82 3737750.46 0.06093 (12110419) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 43 Page 100 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** ** 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - 0.05825 - - (12081601) 419314.82 3737750.46 0.05619 (14101722) 419334.82 3737750.46 0.05453 (14101722) 419354.82 3737750.46 0.05306 (14101722) 419374.82 3737750.46 0.05186 (14071801) 419394.82 3737750.46 0.05062 (14071801) 419414.82 3737750.46 0.04929 (14071801) 419434.82 3737750.46 0.04801 (14082105) 419454.82 3737750.46 0.04684 (12081704) 419474.82 3737750.46 0.04532 (12081704) 419494.82 3737750.46 0.04396 (12081704) 419514.82 3737750.46 0.04278 (12081704) 419534.82 3737750.46 0.04203 (12081704) 419554.82 3737750.46 0.04141 (12081602) 419574.82 3737750.46 0.04083 (13083104) 419594.82 3737750.46 0.04033 (13083104) 419614.82 3737750.46 0.03992 (12081602) 419634.82 3737750.46 0.03906 (13083104) 419654.82 3737750.46 0.03886 (13083104) 419234.82 3737770.46 0.06485 (12110419) 419254.82 3737770.46 0.06123 (12110419) 419274.82 3737770.46 0.05904 (12081601) 419294.82 3737770.46 0.05701 (14101722) 419314.82 3737770.46 0.05504 (14071801) 419334.82 3737770.46 0.05358 (14071801) 419354.82 Page 101 MainPlace r.ADO 3737770.46 0.05234 (14071801) 419374.82 3737770.46 0.05147 (12081704) 419394.82 3737770.46 0.05038 (12081704) 419414.82 3737770.46 0.04927 (12081704) 419434.82 3737770.46 0.04827 (12081704) 419454.82 3737770.46 0.04712 (12081704) 419474.82 3737770.46 0.04561 (12081704) 419494.82 3737770.46 0.04435 (12081602) 419514.82 3737770.46 0.04331 (12081602) 419534.82 3737770.46 0.04297 (12081602) 419554.82 3737770.46 0.04205 (13083104) 419574.82 3737770.46 0.04165 (13083104) 419594.82 3737770.46 0.04140 (13083104) 419614.82 3737770.46 0.04092 (13083104) 419634.82 3737770.46 0.04004 (14101721) 419654.82 3737770.46 0.03984 (14101721) 419254.82 3737790.46 0.05930 (12081601) 419274.82 3737790.46 0.05791 (14082105) 419294.82 3737790.46 0.05561 (14082105) 419314.82 3737790.46 0.05414 (12081704) 419334.82 3737790.46 0.05307 (12081704) 419354.82 3737790.46 0.05218 (12081704) 419374.82 3737790.46 0.05151 (12081704) 419394.82 3737790.46 0.05056 (12081704) 419414.82 3737790.46 0.04943 (12081704) 419434.82 3737790.46 0.04853 (12081704) 419454.82 3737790.46 0.04751 (12081102) 419474.82 3737790.46 0.04640 (12081602) 419494.82 3737790.46 0.04534 (12081602) 419514.82 3737790.46 0.04450 (12081602) 419534.82 3737790.46 0.04431 (13083104) 419554.82 3737790.46 0.04355 (14101721) 419574.82 3737790.46 0.04331 (14101721) 419594.82 3737790.46 0.04305 (14101721) 419614.82 3737790.46 0.04262 (14101721) 419634.82 3737790.46 0.04174 (14101721) 419654.82 3737790.46 0.04157 (14101721) 419274.82 3737810.46 0.05723 (12081704) 419294.82 3737810.46 0.05525 (12081704) 419314.82 3737810.46 0.05352 (12081704) 419334.82 3737810.46 0.05236 (12081704) 419354.82 3737810.46 0.05191 (12081704) 419374.82 3737810.46 0.05154 (12081704) 419394.82 3737810.46 0.05092 (12081102) 419414.82 3737810.46 0.05017 (12081102) 419434.82 3737810.46 0.04966 (12081102) 419454.82 3737810.46 0.04899 (12081602) 419474.82 3737810.46 0.04793 (12081602) 419494.82 Page 102 MainPlace_r.ADO 3737810.46 0.04690 (14101721) 419514.82 3737810.46 0.04654 (14101721) 3737810.46 0.04641 (14101721) 419554.82 3737810.46 0.04609 (14101721) 3737810.46 0.04574 (14101721) 419594.82 3737810.46 0.04539 (16092619) 3737810.46 0.04507 (16092619) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 44 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419534.82 419574.82 419614.82 12/29/18 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f fflu.... *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04420 - - (16092619) 419654.82 3737810.46 0.04432 (16092619) 419294.82 3737830.46 0.05511 (16092619) 419314.82 3737830.46 0.05339 (16092619) 419334.82 3737830.46 0.05248 (16092619) 419354.82 3737830.46 0.05225 (16092619) 419374.82 3737830.46 0.05186 (16092619) 419394.82 3737830.46 0.05123 (16092619) 419414.82 3737830.46 0.05136 (14101721) 419434.82 3737830.46 0.05168 (14101721) 419454.82 3737830.46 0.05154 (14101721) 419474.82 3737830.46 0.05060 (14101721) Page 103 MainPlace r.ADO 419494.82 3737830.46 0.04959 (14101721) 419514.82 3737830.46 0.04921 (14101721) 419534.82 3737830.46 0.04922 (14101721) 419554.82 3737830.46 0.04924 (16092619) 419574.82 3737830.46 0.04926 (16092619) 419594.82 3737830.46 0.04895 (16092619) 419614.82 3737830.46 0.04824 (12080802) 419634.82 3737830.46 0.04755 (12080802) 419654.82 3737830.46 0.04779 (12080802) 419314.82 3737850.46 0.05819 (16102502) 419334.82 3737850.46 0.05704 (12101004) 419354.82 3737850.46 0.05570 (12101004) 419374.82 3737850.46 0.05412 (12101004) 419394.82 3737850.46 0.05317 (16092619) 419414.82 3737850.46 0.05366 (14101721) 419434.82 3737850.46 0.05493 (14101721) 419454.82 3737850.46 0.05510 (16092619) 419474.82 3737850.46 0.05421 (16091924) 419494.82 3737850.46 0.05387 (16091924) 419514.82 3737850.46 0.05415 (16091924) 419534.82 3737850.46 0.05410 (12080802) 419554.82 3737850.46 0.05398 (12080802) 419574.82 3737850.46 0.05393 (12080802) 419594.82 3737850.46 0.05366 (12080802) 419614.82 3737850.46 0.05303 (12080802) 419634.82 3737850.46 0.05254 (12080802) 419654.82 3737850.46 0.05262 (12080802) 419514.82 3737870.46 0.06155 (12080802) 419534.82 3737870.46 0.06110 (15070201) 419554.82 3737870.46 0.06033 (15070201) 419574.82 3737870.46 0.05988 (14081503) 419594.82 3737870.46 0.05967 (14081503) 419614.82 3737870.46 0.05951 (14081503) 419634.82 3737870.46 0.05937 (14081503) 419654.82 3737870.46 0.05929 (14081503) 419514.82 3737890.46 0.06075 (12090924) 419534.82 3737890.46 0.06068 (12090924) 419554.82 3737890.46 0.06060 (12090924) 419574.82 3737890.46 0.06013 (12090924) 419594.82 3737890.46 0.06033 (13091204) 419614.82 3737890.46 0.06072 (13082606) 419634.82 3737890.46 0.06117 (13082606) 419654.82 3737890.46 0.06178 (12081103) 419674.82 3737890.46 0.06249 (12081103) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 Page 104 MainPlace r.ADO PAGE 45 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 1-HR AVERAGE CONCENTRATION , L0006932 , L0006955 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.11329 - - (16092805) 419414.82 3737330.46 0.10118 (12081705) 419434.82 3737330.46 0.09101 (12081705) 419454.82 3737330.46 0.08284 (13091124) 419474.82 3737330.46 0.07674 (15102418) 419494.82 3737330.46 0.07141 (15102418) 419514.82 3737330.46 0.06645 (15102418) 419534.82 3737330.46 0.06191 (15102418) 419554.82 3737330.46 0.05812 (12081903) 419574.82 3737330.46 0.05513 (12081903) 419594.82 3737330.46 0.05263 (14081504) 419614.82 3737330.46 0.05044 (14111124) 419634.82 3737330.46 0.04864 (13100621) 419654.82 3737330.46 0.04679 (13092105) 419374.82 3737350.46 0.11856 (16092805) 419394.82 3737350.46 0.10541 (12081705) 419414.82 3737350.46 0.09483 (12081705) 419434.82 3737350.46 0.08604 (13091124) 419454.82 3737350.46 0.07934 (15102418) 419474.82 3737350.46 0.07418 (15102418) 419494.82 3737350.46 0.06903 (15102418) 419514.82 3737350.46 0.06428 (15102418) 419534.82 3737350.46 0.06077 (12081903) 419554.82 Page 105 MainPlace r.ADO 3737350.46 0.05762 (12081903) 419574.82 3737350.46 0.05472 (12081903) 419594.82 3737350.46 0.05239 (13100621) 419614.82 3737350.46 0.05033 (13100621) 419634.82 3737350.46 0.04834 (13100621) 419654.82 3737350.46 0.04640 (13092105) 419374.82 3737370.46 0.10943 (12081705) 419394.82 3737370.46 0.09820 (12081705) 419414.82 3737370.46 0.08893 (13091124) 419434.82 3737370.46 0.08186 (15102418) 419454.82 3737370.46 0.07627 (15102418) 419474.82 3737370.46 0.07144 (15102418) 419494.82 3737370.46 0.06622 (15102418) 419514.82 3737370.46 0.06182 (12081903) 419534.82 3737370.46 0.05835 (12081903) 419554.82 3737370.46 0.05537 (14081504) 419574.82 3737370.46 0.05290 (13100621) 419594.82 3737370.46 0.05071 (13100621) 419614.82 3737370.46 0.04879 (13092105) 419634.82 3737370.46 0.04708 (13092105) 419654.82 3737370.46 0.04526 (15020724) 419354.82 3737390.46 0.11396 (12081705) 419374.82 3737390.46 0.10168 (12081705) 419394.82 3737390.46 0.09171 (13091124) 419414.82 3737390.46 0.08417 (15102418) 419434.82 3737390.46 0.07839 (15102418) 419454.82 3737390.46 0.07328 (15102418) 419474.82 3737390.46 0.06858 (15102418) 419494.82 3737390.46 0.06432 (12081903) 419514.82 3737390.46 0.06027 (12081903) 419534.82 3737390.46 0.05687 (13100621) 419554.82 3737390.46 0.05432 (13100621) 419574.82 3737390.46 0.05184 (13100621) 419594.82 3737390.46 0.04965 (13092105) 419614.82 3737390.46 0.04782 (13092105) 419634.82 3737390.46 0.04601 (15020724) 419654.82 3737390.46 0.04421 (14101503) 419354.82 3737410.46 0.10599 (12081705) 419374.82 3737410.46 0.09479 (13091124) 419394.82 3737410.46 0.08652 (15102418) 419414.82 3737410.46 0.08040 (15102418) 419434.82 3737410.46 0.07512 (15102418) 419454.82 3737410.46 0.07017 (15102418) 419474.82 3737410.46 0.06636 (12081903) 419494.82 3737410.46 0.06268 (12081903) 419514.82 3737410.46 0.05927 (13100621) 419534.82 3737410.46 0.05632 (13100621) 419554.82 3737410.46 0.05362 (13100621) 419574.82 Page 106 MainPlace_r.ADO 3737410.46 0.05101 (13100621) 419594.82 3737410.46 0.04893 (15020724) 3737410.46 0.04694 (15020724) 419634.82 3737410.46 0.04504 (14101503) 3737410.46 0.04335 (14101503) 419334.82 3737430.46 0.10994 (12081705) 3737430.46 0.09862 (12081705) 419374.82 3737430.46 0.08917 (15102418) 3737430.46 0.08269 (15102418) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 46 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419614.82 419654.82 419354.82 419394.82 12/29/18 1-HR AVERAGE CONCENTRATION , L0006932 ....•m;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07700 - - (15102418) 419434.82 3737430.46 0.07189 (12081903) 419454.82 3737430.46 0.06835 (15091123) 419474.82 3737430.46 0.06453 (15091123) 419494.82 3737430.46 0.06097 (13100621) 419514.82 3737430.46 0.05787 (13100621) 419534.82 3737430.46 0.05489 (13100621) 419554.82 3737430.46 0.05207 (13091206) 419574.82 3737430.46 0.04972 (15020724) 419594.82 3737430.46 0.04749 (15020724) Page 107 MainPlace r.ADO 419614.82 3737430.46 0.04543 (14101503) 419634.82 3737430.46 0.04350 (14101503) 419654.82 3737430.46 0.04221 (14101503) 419334.82 3737450.46 0.10216 (12081705) 419354.82 3737450.46 0.09204 (15102418) 419374.82 3737450.46 0.08512 (15102418) 419394.82 3737450.46 0.07903 (15102418) 419414.82 3737450.46 0.07372 (12081903) 419434.82 3737450.46 0.06965 (15091123) 419454.82 3737450.46 0.06613 (15091123) 419474.82 3737450.46 0.06248 (13100621) 419494.82 3737450.46 0.05923 (13100621) 419514.82 3737450.46 0.05603 (13100621) 419534.82 3737450.46 0.05330 (13091206) 419554.82 3737450.46 0.05081 (15020724) 419574.82 3737450.46 0.04847 (15020724) 419594.82 3737450.46 0.04641 (14101503) 419614.82 3737450.46 0.04427 (14101503) 419634.82 3737450.46 0.04223 (14101503) 419654.82 3737450.46 0.04119 (14101723) 419314.82 3737470.46 0.10473 (12081705) 419334.82 3737470.46 0.09480 (13091124) 419354.82 3737470.46 0.08761 (15102418) 419374.82 3737470.46 0.08116 (15102418) 419394.82 3737470.46 0.07562 (15091123) 419414.82 3737470.46 0.07140 (15091123) 419434.82 3737470.46 0.06747 (15091123) 419454.82 3737470.46 0.06366 (13100621) 419474.82 3737470.46 0.06033 (13100621) 419494.82 3737470.46 0.05700 (13100621) 419514.82 3737470.46 0.05418 (13091206) 419534.82 3737470.46 0.05166 (15020724) 419554.82 3737470.46 0.04952 (16062603) 419574.82 3737470.46 0.04749 (14101503) 419594.82 3737470.46 0.04540 (14101503) 419614.82 3737470.46 0.04321 (14101503) 419634.82 3737470.46 0.04155 (14101723) 419654.82 3737470.46 0.04054 (14101723) 419314.82 3737490.46 0.09754 (13091124) 419334.82 3737490.46 0.09011 (15102418) 419354.82 3737490.46 0.08370 (15102418) 419374.82 3737490.46 0.07789 (15091123) 419394.82 3737490.46 0.07311 (15091123) 419414.82 3737490.46 0.06869 (15091123) 419434.82 3737490.46 0.06492 (13100621) 419454.82 3737490.46 0.06136 (13100621) 419474.82 3737490.46 0.05799 (13091206) 419494.82 3737490.46 0.05521 (13091206) Page 108 MainPlace_r.ADO 419514.82 3737490.46 0.05254 (15020724) 3737490.46 0.05027 (14101503) 419554.82 3737490.46 0.04840 (14101503) 3737490.46 0.04636 (14101503) 419594.82 3737490.46 0.04439 (14101723) 3737490.46 0.04273 (14101723) 419634.82 3737490.46 0.04099 (14101723) 3737490.46 0.03991 (14081002) 419294.82 3737510.46 0.10079 (13091124) 3737510.46 0.09256 (15102418) 419334.82 3737510.46 0.08569 (15102418) 3737510.46 0.08040 (15091123) 419374.82 3737510.46 0.07512 (15091123) 3737510.46 0.07027 (15091123) 419414.82 3737510.46 0.06623 (13100621) 3737510.46 0.06246 (13100621) 419454.82 3737510.46 0.05907 (13091206) 3737510.46 0.05612 (13091206) 419494.82 3737510.46 0.05339 (16062603) 3737510.46 0.05115 (14101503) 419534.82 3737510.46 0.04900 (14101503) 3737510.46 0.04717 (14080501) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 47 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 Emma ** 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION , L0006932 ..o.•�;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Page 109 MainPlace r.ADO Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04526 - - (14080501) 419594.82 3737510.46 0.04364 (14081002) 419614.82 3737510.46 0.04224 (14081002) 419634.82 3737510.46 0.04091 (14081002) 419654.82 3737510.46 0.03987 (15092423) 419294.82 3737530.46 0.09489 (15102418) 419314.82 3737530.46 0.08776 (15102418) 419334.82 3737530.46 0.08201 (15091123) 419354.82 3737530.46 0.07710 (15091123) 419374.82 3737530.46 0.07191 (15091123) 419394.82 3737530.46 0.06761 (13100621) 419414.82 3737530.46 0.06363 (13100621) 419434.82 3737530.46 0.06022 (13091206) 419454.82 3737530.46 0.05705 (13091206) 419474.82 3737530.46 0.05428 (16062603) 419494.82 3737530.46 0.05195 (14101503) 419514.82 3737530.46 0.04985 (14080501) 419534.82 3737530.46 0.04754 (14080501) 419554.82 3737530.46 0.04587 (14081002) 419574.82 3737530.46 0.04436 (14081002) 419594.82 3737530.46 0.04297 (14081002) 419614.82 3737530.46 0.04182 (14102005) 419634.82 3737530.46 0.04130 (15092423) 419654.82 3737530.46 0.04020 (15092423) 419274.82 3737550.46 0.09714 (15102418) 419294.82 3737550.46 0.08960 (15102418) 419314.82 3737550.46 0.08332 (15091123) 419334.82 3737550.46 0.07837 (15091123) 419354.82 3737550.46 0.07353 (15091123) 419374.82 3737550.46 0.06908 (13100621) 419394.82 3737550.46 0.06483 (13100621) 419414.82 3737550.46 0.06139 (13091206) 419434.82 3737550.46 0.05806 (13091206) 419454.82 3737550.46 0.05527 (16062603) 419474.82 3737550.46 0.05304 (14080501) 419494.82 3737550.46 0.05088 (14080501) 419514.82 3737550.46 0.04873 (14080501) 419534.82 3737550.46 0.04681 (14081002) 419554.82 3737550.46 0.04516 (14081002) 419574.82 3737550.46 0.04362 (14081002) 419594.82 3737550.46 0.04244 (15092423) 419614.82 3737550.46 0.04151 (15092423) 419634.82 3737550.46 0.04076 (15092423) 419654.82 3737550.46 0.03941 (15092423) 419274.82 3737570.46 0.09127 (15102418) 419294.82 Page 110 MainPlace_r.ADO 3737570.46 0.08461 (12081903) 419314.82 3737570.46 0.07937 (15091123) 3737570.46 0.07460 (13100621) 419354.82 3737570.46 0.07050 (13100621) 3737570.46 0.06621 (13091206) 419394.82 3737570.46 0.06261 (13091206) 3737570.46 0.05907 (16062603) 419434.82 3737570.46 0.05643 (14080501) 3737570.46 0.05411 (14080501) 419474.82 3737570.46 0.05185 (14080501) 3737570.46 0.04972 (14081002) 419514.82 3737570.46 0.04789 (14081002) 3737570.46 0.04599 (14081002) 419554.82 3737570.46 0.04438 (15092423) 3737570.46 0.04308 (15092423) 419594.82 3737570.46 0.04195 (15092423) 3737570.46 0.04101 (15092423) 419634.82 3737570.46 0.04018 (12110419) 3737570.46 0.03885 (12110419) 419254.82 3737590.46 0.09263 (15102418) 3737590.46 0.08597 (12081903) 419294.82 3737590.46 0.08025 (12081903) 3737590.46 0.07551 (13100621) 419334.82 3737590.46 0.07131 (13100621) 3737590.46 0.06755 (13091206) 419374.82 3737590.46 0.06368 (13091206) 3737590.46 0.06018 (16062603) 419414.82 3737590.46 0.05764 (14080501) 3737590.46 0.05518 (14080501) 419454.82 3737590.46 0.05277 (14080501) 3737590.46 0.05076 (14081002) 419494.82 3737590.46 0.04880 (14081002) 3737590.46 0.04682 (14081002) 419534.82 3737590.46 0.04497 (15092423) 3737590.46 0.04367 (15092423) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 48 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL L0006933 , L0006934 L0006936 *** THE 1ST HIGHEST *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 Page 111 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION .... , L0006932 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.04237 - - (12110419) 419594.82 3737590.46 0.04141 (12110419) 419614.82 3737590.46 0.04053 (12110419) 419634.82 3737590.46 0.03987 (12081601) 419654.82 3737590.46 0.03868 (12081601) 419254.82 3737610.46 0.08685 (12081903) 419274.82 3737610.46 0.08095 (12081903) 419294.82 3737610.46 0.07611 (13100621) 419314.82 3737610.46 0.07163 (13100621) 419334.82 3737610.46 0.06787 (13091206) 419354.82 3737610.46 0.06454 (13091206) 419374.82 3737610.46 0.06142 (14080501) 419394.82 3737610.46 0.05883 (14080501) 419414.82 3737610.46 0.05625 (14080501) 419434.82 3737610.46 0.05384 (14081002) 419454.82 3737610.46 0.05174 (14081002) 419474.82 3737610.46 0.04968 (14081002) 419494.82 3737610.46 0.04784 (15092423) 419514.82 3737610.46 0.04614 (15092423) 419534.82 3737610.46 0.04434 (15092423) 419554.82 3737610.46 0.04293 (12110419) 419574.82 3737610.46 0.04168 (12110419) 419594.82 3737610.46 0.04067 (12081601) 419614.82 3737610.46 0.03989 (12081601) 419634.82 3737610.46 0.03947 (12081601) 419654.82 3737610.46 0.03813 (14101722) 419254.82 3737630.46 0.08175 (12081903) 419274.82 3737630.46 0.07636 (13100621) 419294.82 3737630.46 0.07171 (13100621) 419314.82 3737630.46 0.06793 (15020724) 419334.82 3737630.46 0.06466 (16062603) 419354.82 3737630.46 0.06226 (14080501) Page 112 MainPlace r.ADO 419374.82 3737630.46 0.05977 (14080501) 419394.82 3737630.46 0.05717 (14081002) 419414.82 3737630.46 0.05496 (14081002) 419434.82 3737630.46 0.05270 (14081002) 419454.82 3737630.46 0.05049 (15092423) 419474.82 3737630.46 0.04874 (15092423) 419494.82 3737630.46 0.04702 (15092423) 419514.82 3737630.46 0.04531 (12110419) 419534.82 3737630.46 0.04381 (12110419) 419554.82 3737630.46 0.04229 (12081601) 419574.82 3737630.46 0.04120 (12081601) 419594.82 3737630.46 0.04015 (12081601) 419614.82 3737630.46 0.03911 (14101722) 419634.82 3737630.46 0.03882 (14101722) 419654.82 3737630.46 0.03749 (14101722) 419234.82 3737650.46 0.08340 (14081504) 419254.82 3737650.46 0.07739 (13100621) 419274.82 3737650.46 0.07210 (13092105) 419294.82 3737650.46 0.06806 (14101503) 419314.82 3737650.46 0.06498 (14101503) 419334.82 3737650.46 0.06213 (14080501) 419354.82 3737650.46 0.05969 (14080501) 419374.82 3737650.46 0.05770 (14081002) 419394.82 3737650.46 0.05567 (14081002) 419414.82 3737650.46 0.05354 (14081002) 419434.82 3737650.46 0.05149 (15092423) 419454.82 3737650.46 0.04960 (15092423) 419474.82 3737650.46 0.04780 (14051122) 419494.82 3737650.46 0.04613 (14051122) 419514.82 3737650.46 0.04467 (12081601) 419534.82 3737650.46 0.04343 (12081601) 419554.82 3737650.46 0.04211 (14101722) 419574.82 3737650.46 0.04094 (14101722) 419594.82 3737650.46 0.03965 (14101722) 419614.82 3737650.46 0.03822 (14101722) 419634.82 3737650.46 0.03757 (14082105) 419654.82 3737650.46 0.03694 (14082105) 419234.82 3737670.46 0.07906 (13092105) 419254.82 3737670.46 0.07374 (15020724) 419274.82 3737670.46 0.06931 (14101503) 419294.82 3737670.46 0.06559 (14101503) 419314.82 3737670.46 0.06242 (14101723) 419334.82 3737670.46 0.06008 (14081002) 419354.82 3737670.46 0.05804 (14081002) 419374.82 3737670.46 0.05597 (14081002) 419394.82 3737670.46 0.05419 (15092423) 419414.82 3737670.46 0.05242 (15092423) 419434.82 3737670.46 0.05049 (14051122) Page 113 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 49 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04863 - - (14051122) 419474.82 3737670.46 0.04693 (12081601) 419494.82 3737670.46 0.04554 (12081601) 419514.82 3737670.46 0.04425 (14101722) 419534.82 3737670.46 0.04307 (14101722) 419554.82 3737670.46 0.04190 (14101722) 419574.82 3737670.46 0.04056 (14101722) 419594.82 3737670.46 0.03936 (14082105) 419614.82 3737670.46 0.03809 (14082105) 419634.82 3737670.46 0.03714 (14082105) 419654.82 3737670.46 0.03662 (14082105) 419234.82 3737690.46 0.07578 (15020724) 419254.82 3737690.46 0.07112 (14101503) 419274.82 3737690.46 0.06697 (14101503) 419294.82 3737690.46 0.06344 (14101723) 419314.82 3737690.46 0.06088 (14081002) 419334.82 3737690.46 0.05846 (15092423) 419354.82 3737690.46 0.05665 (15092423) 419374.82 3737690.46 0.05475 (15092423) 419394.82 Page 114 MainPlace r.ADO 3737690.46 0.05309 (14051122) 419414.82 3737690.46 0.05143 (14051122) 419434.82 3737690.46 0.04944 (12081601) 419454.82 3737690.46 0.04786 (12081601) 419474.82 3737690.46 0.04646 (14101722) 419494.82 3737690.46 0.04512 (14101722) 419514.82 3737690.46 0.04385 (14101722) 419534.82 3737690.46 0.04268 (14071801) 419554.82 3737690.46 0.04163 (14082105) 419574.82 3737690.46 0.04050 (14082105) 419594.82 3737690.46 0.03931 (14082105) 419614.82 3737690.46 0.03798 (14082105) 419634.82 3737690.46 0.03707 (14080301) 419654.82 3737690.46 0.03656 (14080301) 419234.82 3737710.46 0.07289 (14101503) 419254.82 3737710.46 0.06828 (14101723) 419274.82 3737710.46 0.06470 (14081002) 419294.82 3737710.46 0.06168 (15092423) 419314.82 3737710.46 0.05926 (15092423) 419334.82 3737710.46 0.05705 (15092423) 419354.82 3737710.46 0.05510 (14051122) 419374.82 3737710.46 0.05349 (14051122) 419394.82 3737710.46 0.05191 (12081601) 419414.82 3737710.46 0.05055 (14101722) 419434.82 3737710.46 0.04894 (14101722) 419454.82 3737710.46 0.04741 (14101722) 419474.82 3737710.46 0.04587 (14071801) 419494.82 3737710.46 0.04458 (14071801) 419514.82 3737710.46 0.04357 (14082105) 419534.82 3737710.46 0.04269 (14082105) 419554.82 3737710.46 0.04157 (14082105) 419574.82 3737710.46 0.04044 (14082105) 419594.82 3737710.46 0.03936 (12081704) 419614.82 3737710.46 0.03817 (14080301) 419634.82 3737710.46 0.03746 (13062804) 419654.82 3737710.46 0.03683 (13083104) 419234.82 3737730.46 0.06974 (14101723) 419254.82 3737730.46 0.06596 (15092423) 419274.82 3737730.46 0.06280 (15092423) 419294.82 3737730.46 0.06004 (15092423) 419314.82 3737730.46 0.05755 (12110419) 419334.82 3737730.46 0.05549 (12081601) 419354.82 3737730.46 0.05388 (12081601) 419374.82 3737730.46 0.05261 (14101722) 419394.82 3737730.46 0.05130 (14101722) 419414.82 3737730.46 0.04997 (14071801) 419434.82 3737730.46 0.04845 (14071801) 419454.82 3737730.46 0.04697 (14071801) 419474.82 Page 115 MainPlace_r.ADO 3737730.46 0.04546 (14082105) 419494.82 3737730.46 0.04415 (14082105) 3737730.46 0.04305 (14082105) 419534.82 3737730.46 0.04236 (12081704) 3737730.46 0.04138 (12081704) 419574.82 3737730.46 0.04045 (12081704) 3737730.46 0.03963 (12081704) 419614.82 3737730.46 0.03891 (13083104) 3737730.46 0.03822 (13083104) 419654.82 3737730.46 0.03773 (13083104) 3737750.46 0.06683 (12110419) 419254.82 3737750.46 0.06395 (12110419) 3737750.46 0.06093 (12110419) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 PAGE 50 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - - - - - 3737750.46 0.05825 - - (12081601) 419314.82 3737750.46 0.05619 (14101722) 419334.82 3737750.46 0.05453 (14101722) 419354.82 3737750.46 0.05306 (14101722) 419374.82 3737750.46 0.05186 (14071801) 419394.82 3737750.46 0.05062 (14071801) Page 116 MainPlace r.ADO 419414.82 3737750.46 0.04929 (14071801) 419434.82 3737750.46 0.04801 (14082105) 419454.82 3737750.46 0.04684 (12081704) 419474.82 3737750.46 0.04532 (12081704) 419494.82 3737750.46 0.04396 (12081704) 419514.82 3737750.46 0.04278 (12081704) 419534.82 3737750.46 0.04203 (12081704) 419554.82 3737750.46 0.04141 (12081602) 419574.82 3737750.46 0.04083 (13083104) 419594.82 3737750.46 0.04033 (13083104) 419614.82 3737750.46 0.03992 (12081602) 419634.82 3737750.46 0.03906 (13083104) 419654.82 3737750.46 0.03886 (13083104) 419234.82 3737770.46 0.06485 (12110419) 419254.82 3737770.46 0.06123 (12110419) 419274.82 3737770.46 0.05904 (12081601) 419294.82 3737770.46 0.05701 (14101722) 419314.82 3737770.46 0.05504 (14071801) 419334.82 3737770.46 0.05358 (14071801) 419354.82 3737770.46 0.05234 (14071801) 419374.82 3737770.46 0.05147 (12081704) 419394.82 3737770.46 0.05038 (12081704) 419414.82 3737770.46 0.04927 (12081704) 419434.82 3737770.46 0.04827 (12081704) 419454.82 3737770.46 0.04712 (12081704) 419474.82 3737770.46 0.04561 (12081704) 419494.82 3737770.46 0.04435 (12081602) 419514.82 3737770.46 0.04331 (12081602) 419534.82 3737770.46 0.04297 (12081602) 419554.82 3737770.46 0.04205 (13083104) 419574.82 3737770.46 0.04165 (13083104) 419594.82 3737770.46 0.04140 (13083104) 419614.82 3737770.46 0.04092 (13083104) 419634.82 3737770.46 0.04004 (14101721) 419654.82 3737770.46 0.03984 (14101721) 419254.82 3737790.46 0.05930 (12081601) 419274.82 3737790.46 0.05791 (14082105) 419294.82 3737790.46 0.05561 (14082105) 419314.82 3737790.46 0.05414 (12081704) 419334.82 3737790.46 0.05307 (12081704) 419354.82 3737790.46 0.05218 (12081704) 419374.82 3737790.46 0.05151 (12081704) 419394.82 3737790.46 0.05056 (12081704) 419414.82 3737790.46 0.04943 (12081704) 419434.82 3737790.46 0.04853 (12081704) 419454.82 3737790.46 0.04751 (12081102) 419474.82 3737790.46 0.04640 (12081602) 419494.82 3737790.46 0.04534 (12081602) Page 117 MainPlace_r.ADO 419514.82 3737790.46 0.04450 (12081602) 3737790.46 0.04431 (13083104) 419554.82 3737790.46 0.04355 (14101721) 3737790.46 0.04331 (14101721) 419594.82 3737790.46 0.04305 (14101721) 3737790.46 0.04262 (14101721) 419634.82 3737790.46 0.04174 (14101721) 3737790.46 0.04157 (14101721) 419274.82 3737810.46 0.05723 (12081704) 3737810.46 0.05525 (12081704) 419314.82 3737810.46 0.05352 (12081704) 3737810.46 0.05236 (12081704) 419354.82 3737810.46 0.05191 (12081704) 3737810.46 0.05154 (12081704) 419394.82 3737810.46 0.05092 (12081102) 3737810.46 0.05017 (12081102) 419434.82 3737810.46 0.04966 (12081102) 3737810.46 0.04899 (12081602) 419474.82 3737810.46 0.04793 (12081602) 3737810.46 0.04690 (14101721) 419514.82 3737810.46 0.04654 (14101721) 3737810.46 0.04641 (14101721) 419554.82 3737810.46 0.04609 (14101721) 3737810.46 0.04574 (14101721) 419594.82 3737810.46 0.04539 (16092619) 3737810.46 0.04507 (16092619) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 51 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** Page 118 MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04420 - - (16092619) 419654.82 3737810.46 0.04432 (16092619) 419294.82 3737830.46 0.05511 (16092619) 419314.82 3737830.46 0.05339 (16092619) 419334.82 3737830.46 0.05248 (16092619) 419354.82 3737830.46 0.05225 (16092619) 419374.82 3737830.46 0.05186 (16092619) 419394.82 3737830.46 0.05123 (16092619) 419414.82 3737830.46 0.05136 (14101721) 419434.82 3737830.46 0.05168 (14101721) 419454.82 3737830.46 0.05154 (14101721) 419474.82 3737830.46 0.05060 (14101721) 419494.82 3737830.46 0.04959 (14101721) 419514.82 3737830.46 0.04921 (14101721) 419534.82 3737830.46 0.04922 (14101721) 419554.82 3737830.46 0.04924 (16092619) 419574.82 3737830.46 0.04926 (16092619) 419594.82 3737830.46 0.04895 (16092619) 419614.82 3737830.46 0.04824 (12080802) 419634.82 3737830.46 0.04755 (12080802) 419654.82 3737830.46 0.04779 (12080802) 419314.82 3737850.46 0.05819 (16102502) 419334.82 3737850.46 0.05704 (12101004) 419354.82 3737850.46 0.05570 (12101004) 419374.82 3737850.46 0.05412 (12101004) 419394.82 3737850.46 0.05317 (16092619) 419414.82 3737850.46 0.05366 (14101721) 419434.82 3737850.46 0.05493 (14101721) 419454.82 3737850.46 0.05510 (16092619) 419474.82 3737850.46 0.05421 (16091924) 419494.82 3737850.46 0.05387 (16091924) 419514.82 3737850.46 0.05415 (16091924) 419534.82 3737850.46 0.05410 (12080802) 419554.82 3737850.46 0.05398 (12080802) 419574.82 3737850.46 0.05393 (12080802) 419594.82 3737850.46 0.05366 (12080802) 419614.82 3737850.46 0.05303 (12080802) 419634.82 3737850.46 0.05254 (12080802) 419654.82 3737850.46 0.05262 (12080802) 419514.82 3737870.46 0.06155 (12080802) 419534.82 3737870.46 0.06110 (15070201) 419554.82 Page 119 MainPlace_r.ADO 3737870.46 0.06033 (15070201) 419574.82 3737870.46 0.05988 (14081503) 3737870.46 0.05967 (14081503) 419614.82 3737870.46 0.05951 (14081503) 3737870.46 0.05937 (14081503) 419654.82 3737870.46 0.05929 (14081503) 3737890.46 0.06075 (12090924) 419534.82 3737890.46 0.06068 (12090924) 3737890.46 0.06060 (12090924) 419574.82 3737890.46 0.06013 (12090924) 3737890.46 0.06033 (13091204) 419614.82 3737890.46 0.06072 (13082606) 3737890.46 0.06117 (13082606) 419654.82 3737890.46 0.06178 (12081103) 3737890.46 0.06249 (12081103) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 PAGE 52 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 0.05752c (12120424) 419414.82 3737330.46 0.05046c (12120424) 419434.82 3737330.46 0.04499c (12120424) 419454.82 3737330.46 0.04068c (12120424) Page 120 MainPlace r.ADO 419474.82 3737330.46 0.03723c (12120424) 419494.82 3737330.46 0.03440c (12120424) 419514.82 3737330.46 0.03196c (12120424) 419534.82 3737330.46 0.02985c (14010624) 419554.82 3737330.46 0.02811c (14010624) 419574.82 3737330.46 0.02657c (14010624) 419594.82 3737330.46 0.02523c (14010624) 419614.82 3737330.46 0.02406c (14010624) 419634.82 3737330.46 0.02303c (14010624) 419654.82 3737330.46 0.02207c (14010624) 419374.82 3737350.46 0.06008c (12120424) 419394.82 3737350.46 0.05249c (12120424) 419414.82 3737350.46 0.04662c (12120424) 419434.82 3737350.46 0.04199c (12120424) 419454.82 3737350.46 0.03832c (12120424) 419474.82 3737350.46 0.03535c (12120424) 419494.82 3737350.46 0.03287c (12120424) 419514.82 3737350.46 0.03067c (12120424) 419534.82 3737350.46 0.02884c (14010624) 419554.82 3737350.46 0.02736c (14010624) 419574.82 3737350.46 0.02601c (14010624) 419594.82 3737350.46 0.02480c (14010624) 419614.82 3737350.46 0.02370c (14010624) 419634.82 3737350.46 0.02272c (14010624) 419654.82 3737350.46 0.02179c (14010624) 419374.82 3737370.46 0.05465c (12120424) 419394.82 3737370.46 0.04839c (12120424) 419414.82 3737370.46 0.04341c (12120424) 419434.82 3737370.46 0.03947c (12120424) 419454.82 3737370.46 0.03633c (12120424) 419474.82 3737370.46 0.03376c (12120424) 419494.82 3737370.46 0.03154c (12120424) 419514.82 3737370.46 0.02952c (12120424) 419534.82 3737370.46 0.02784c (14010624) 419554.82 3737370.46 0.02650c (14010624) 419574.82 3737370.46 0.02526c (14010624) 419594.82 3737370.46 0.02415c (14010624) 419614.82 3737370.46 0.02315c (14010624) 419634.82 3737370.46 0.02223c (14010624) 419654.82 3737370.46 0.02136c (14010624) 419354.82 3737390.46 0.05665c (12120424) 419374.82 3737390.46 0.05017c (12120424) 419394.82 3737390.46 0.04495c (12120424) 419414.82 3737390.46 0.04073c (12120424) 419434.82 3737390.46 0.03736c (12120424) 419454.82 3737390.46 0.03466c (12120424) 419474.82 3737390.46 0.03237c (12120424) 419494.82 3737390.46 0.03035c (12120424) Page 121 MainPlace_r.ADO 419514.82 3737390.46 0.02850c (12120424) 3737390.46 0.02702c (14010624) 419554.82 3737390.46 0.02580c (14010624) 3737390.46 0.02467c (14010624) 419594.82 3737390.46 0.02363c (14010624) 3737390.46 0.02268c (14010624) 419634.82 3737390.46 0.02179c (14010624) 3737390.46 0.02095c (14010624) 419354.82 3737410.46 0.05164c (12120424) 3737410.46 0.04642c (12120424) 419394.82 3737410.46 0.04205c (12120424) 3737410.46 0.03847c (12120424) 419434.82 3737410.46 0.03558c (12120424) 3737410.46 0.03319c (12120424) 419474.82 3737410.46 0.03111c (12120424) 3737410.46 0.02925c (12120424) 419514.82 3737410.46 0.02754c (14010624) 3737410.46 0.02629c (14010624) 419554.82 3737410.46 0.02517c (14010624) 3737410.46 0.02415c (14010624) 419594.82 3737410.46 0.02319c (14010624) 3737410.46 0.02228c (14010624) 419634.82 3737410.46 0.02139c (14010624) 3737410.46 0.02056c (14010624) 419334.82 3737430.46 0.05345c (12120424) 3737430.46 0.04765c (12120424) 419374.82 3737430.46 0.04328c (12120424) 3737430.46 0.03960c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 53 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419534.82 419574.82 419614.82 419654.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419354.82 419394.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** DISCRETE CARTESIAN RECEPTOR POINTS Page 122 *** ** MainPlace r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.03656c - - (12120424) 419434.82 3737430.46 0.03402c (12120424) 419454.82 3737430.46 0.03183c (12120424) 419474.82 3737430.46 0.02994c (12120424) 419494.82 3737430.46 0.02822c (12120424) 419514.82 3737430.46 0.02679c (14010624) 419534.82 3737430.46 0.02562c (14010624) 419554.82 3737430.46 0.02457c (14010624) 419574.82 3737430.46 0.02359c (14010624) 419594.82 3737430.46 0.02265c (14010624) 419614.82 3737430.46 0.02172c (14010624) 419634.82 3737430.46 0.02085c (14010624) 419654.82 3737430.46 0.02016c (14010624) 419334.82 3737450.46 0.04913c (12120424) 419354.82 3737450.46 0.04443c (12120424) 419374.82 3737450.46 0.04072c (12120424) 419394.82 3737450.46 0.03757c (12120424) 419414.82 3737450.46 0.03489c (12120424) 419434.82 3737450.46 0.03261c (12120424) 419454.82 3737450.46 0.03062c (12120424) 419474.82 3737450.46 0.02888c (12120424) 419494.82 3737450.46 0.02739c (14010624) 419514.82 3737450.46 0.02613c (14010624) 419534.82 3737450.46 0.02502c (14010624) 419554.82 3737450.46 0.02401c (14010624) 419574.82 3737450.46 0.02308c (14010624) 419594.82 3737450.46 0.02216c (14010624) 419614.82 3737450.46 0.02126c (14010624) 419634.82 3737450.46 0.02043c (14010624) 419654.82 3737450.46 0.01982c (14010624) 419314.82 3737470.46 0.05138c (12120424) 419334.82 3737470.46 0.04574c (12120424) 419354.82 3737470.46 0.04180c (12120424) 419374.82 3737470.46 0.03857c (12120424) 419394.82 3737470.46 0.03578c (12120424) 419414.82 3737470.46 0.03339c (12120424) 419434.82 3737470.46 0.03132c (12120424) 419454.82 3737470.46 0.02954c (12120424) 419474.82 3737470.46 0.02806c (14010624) 419494.82 Page 123 MainPlace_r.ADO 3737470.46 0.02673c (14010624) 419514.82 3737470.46 0.02553c (14010624) 3737470.46 0.02446c (14010624) 419554.82 3737470.46 0.02351c (14010624) 3737470.46 0.02261c (14010624) 419594.82 3737470.46 0.02174c (14010624) 3737470.46 0.02089c (14010624) 419634.82 3737470.46 0.02013c (14010624) 3737470.46 0.01954c (14010624) 419314.82 3737490.46 0.04740c (12120424) 3737490.46 0.04295c (12120424) 419354.82 3737490.46 0.03942c (12120424) 3737490.46 0.03663c (12120424) 419394.82 3737490.46 0.03419c (12120424) 3737490.46 0.03206c (12120424) 419434.82 3737490.46 0.03023c (14010624) 3737490.46 0.02875c (14010624) 419474.82 3737490.46 0.02738c (14010624) 3737490.46 0.02613c (14010624) 419514.82 3737490.46 0.02499c (14010624) 3737490.46 0.02396c (14010624) 419554.82 3737490.46 0.02304c (14010624) 3737490.46 0.02218c (14010624) 419594.82 3737490.46 0.02137c (14010624) 3737490.46 0.02060c (14010624) 419634.82 3737490.46 0.01987c (14010624) 3737490.46 0.01931c (14010624) 419294.82 3737510.46 0.04903c (12120424) 3737510.46 0.04428c (12120424) 419334.82 3737510.46 0.04055c (12120424) 3737510.46 0.03739c (12120424) 419374.82 3737510.46 0.03496c (12120424) 3737510.46 0.03279c (12120424) 419414.82 3737510.46 0.03092c (14010624) 3737510.46 0.02941c (14010624) 419454.82 3737510.46 0.02803c (14010624) 3737510.46 0.02676c (14010624) 419494.82 3737510.46 0.02558c (14010624) 3737510.46 0.02449c (14010624) 419534.82 3737510.46 0.02350c (14010624) 3737510.46 0.02261c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 54 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 124 12/29/18 419534.82 419574.82 419614.82 419654.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 MainPlace r.ADO *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - - 0.02178c - (14010624) 419594.82 3737510.46 0.02103c (14010624) 419614.82 3737510.46 0.02035c (14010624) 419634.82 3737510.46 0.01972c (14010624) 419654.82 3737510.46 0.01917c (14010624) 419294.82 3737530.46 0.04582c (12120424) 419314.82 3737530.46 0.04176c (12120424) 419334.82 3737530.46 0.03846c (12120424) 419354.82 3737530.46 0.03574c (12120424) 419374.82 3737530.46 0.03353c (12120424) 419394.82 3737530.46 0.03158c (14010624) 419414.82 3737530.46 0.03005c (14010624) 419434.82 3737530.46 0.02866c (14010624) 419454.82 3737530.46 0.02738c (14010624) 419474.82 3737530.46 0.02619c (14010624) 419494.82 3737530.46 0.02507c (14010624) 419514.82 3737530.46 0.02403c (14010624) 419534.82 3737530.46 0.02304c (14010624) 419554.82 3737530.46 0.02219c (14010624) 419574.82 3737530.46 0.02142c (14010624) 419594.82 3737530.46 0.02072c (14010624) 419614.82 3737530.46 0.02012c (14010624) 419634.82 3737530.46 0.01963c (14010624) 419654.82 3737530.46 0.01908c (14010624) 419274.82 3737550.46 0.04784c (12120424) 419294.82 3737550.46 0.04328c (12120424) Page 125 MainPlace r.ADO 419314.82 3737550.46 0.03970c (12120424) 419334.82 3737550.46 0.03676c (12120424) 419354.82 3737550.46 0.03429c (12120424) 419374.82 3737550.46 0.03225c (12120424) 419394.82 3737550.46 0.03067c (14010624) 419414.82 3737550.46 0.02926c (14010624) 419434.82 3737550.46 0.02797c (14010624) 419454.82 3737550.46 0.02678c (14010624) 419474.82 3737550.46 0.02566c (14010624) 419494.82 3737550.46 0.02461c (14010624) 419514.82 3737550.46 0.02362c (14010624) 419534.82 3737550.46 0.02270c (14010624) 419554.82 3737550.46 0.02187c (14010624) 419574.82 3737550.46 0.02113c (14010624) 419594.82 3737550.46 0.02047c (14010624) 419614.82 3737550.46 0.01989c (14010624) 419634.82 3737550.46 0.01940c (14010624) 419654.82 3737550.46 0.01885c (14010624) 419274.82 3737570.46 0.04508c (12120424) 419294.82 3737570.46 0.04111c (12120424) 419314.82 3737570.46 0.03792c (12120424) 419334.82 3737570.46 0.03526c (12120424) 419354.82 3737570.46 0.03298c (12120424) 419374.82 3737570.46 0.03130c (14010624) 419394.82 3737570.46 0.02986c (14010624) 419414.82 3737570.46 0.02855c (14010624) 419434.82 3737570.46 0.02734c (14010624) 419454.82 3737570.46 0.02622c (14010624) 419474.82 3737570.46 0.02517c (14010624) 419494.82 3737570.46 0.02418c (14010624) 419514.82 3737570.46 0.02325c (14010624) 419534.82 3737570.46 0.02237c (14010624) 419554.82 3737570.46 0.02158c (14010624) 419574.82 3737570.46 0.02086c (14010624) 419594.82 3737570.46 0.02024c (14010624) 419614.82 3737570.46 0.01970c (14010624) 419634.82 3737570.46 0.01920c (14010624) 419654.82 3737570.46 0.01866c (14010624) 419254.82 3737590.46 0.04724c (12120424) 419274.82 3737590.46 0.04268c (12120424) 419294.82 3737590.46 0.03920c (12120424) 419314.82 3737590.46 0.03634c (12120424) 419334.82 3737590.46 0.03390c (12120424) 419354.82 3737590.46 0.03196c (14010624) 419374.82 3737590.46 0.03049c (14010624) 419394.82 3737590.46 0.02914c (14010624) 419414.82 3737590.46 0.02790c (14010624) 419434.82 3737590.46 0.02677c (14010624) Page 126 MainPlace r.ADO 419454.82 3737590.46 0.02572c (14010624) 419474.82 3737590.46 0.02472c (14010624) 419494.82 3737590.46 0.02379c (14010624) 419514.82 3737590.46 0.02291c (14010624) 419534.82 3737590.46 0.02203c (14010624) 419554.82 3737590.46 0.02129c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 55 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - - 0.02062c - (14010624) 419594.82 3737590.46 0.02002c (14010624) 419614.82 3737590.46 0.01952c (14010624) 419634.82 3737590.46 0.01905c (14010624) 419654.82 3737590.46 0.01853c (14010624) 419254.82 3737610.46 0.04457c (12120424) 419274.82 3737610.46 0.04066c (12120424) 419294.82 3737610.46 0.03755c (12120424) 419314.82 3737610.46 0.03507c (14010624) 419334.82 3737610.46 0.03302c (14010624) 419354.82 3737610.46 0.03120c (14010624) 419374.82 3737610.46 0.02976c (14010624) 419394.82 3737610.46 0.02848c (14010624) 419414.82 Page 127 MainPlace r.ADO 3737610.46 0.02732c (14010624) 419434.82 3737610.46 0.02625c (14010624) 419454.82 3737610.46 0.02526c (14010624) 419474.82 3737610.46 0.02432c (14010624) 419494.82 3737610.46 0.02344c (14010624) 419514.82 3737610.46 0.02260c (14010624) 419534.82 3737610.46 0.02179c (14010624) 419554.82 3737610.46 0.02105c (14010624) 419574.82 3737610.46 0.02040c (14010624) 419594.82 3737610.46 0.01982c (14010624) 419614.82 3737610.46 0.01930c (14010624) 419634.82 3737610.46 0.01888c (14010624) 419654.82 3737610.46 0.01835c (14010624) 419254.82 3737630.46 0.04226c (12120424) 419274.82 3737630.46 0.03888c (12120424) 419294.82 3737630.46 0.03629c (14010624) 419314.82 3737630.46 0.03414c (14010624) 419334.82 3737630.46 0.03225c (14010624) 419354.82 3737630.46 0.03056c (14010624) 419374.82 3737630.46 0.02912c (14010624) 419394.82 3737630.46 0.02789c (14010624) 419414.82 3737630.46 0.02679c (14010624) 419434.82 3737630.46 0.02579c (14010624) 419454.82 3737630.46 0.02485c (14010624) 419474.82 3737630.46 0.02396c (14010624) 419494.82 3737630.46 0.02313c (14010624) 419514.82 3737630.46 0.02233c (14010624) 419534.82 3737630.46 0.02158c (14010624) 419554.82 3737630.46 0.02085c (14010624) 419574.82 3737630.46 0.02022c (14010624) 419594.82 3737630.46 0.01963c (14010624) 419614.82 3737630.46 0.01908c (14010624) 419634.82 3737630.46 0.01869c (14010624) 419654.82 3737630.46 0.01819c (14010624) 419234.82 3737650.46 0.04389c (12120424) 419254.82 3737650.46 0.04022c (12120424) 419274.82 3737650.46 0.03750c (14010624) 419294.82 3737650.46 0.03526c (14010624) 419314.82 3737650.46 0.03329c (14010624) 419334.82 3737650.46 0.03155c (14010624) 419354.82 3737650.46 0.03001c (14010624) 419374.82 3737650.46 0.02862c (14010624) 419394.82 3737650.46 0.02740c (14010624) 419414.82 3737650.46 0.02633c (14010624) 419434.82 3737650.46 0.02538c (14010624) 419454.82 3737650.46 0.02449c (14010624) 419474.82 3737650.46 0.02365c (14010624) 419494.82 3737650.46 0.02285c (14010624) 419514.82 Page 128 MainPlace_r.ADO 3737650.46 0.02210c (14010624) 419534.82 3737650.46 0.02139c (14010624) 3737650.46 0.02072c (14010624) 419574.82 3737650.46 0.02008c (14010624) 3737650.46 0.01947c (14010624) 419614.82 3737650.46 0.01889c (14010624) 3737650.46 0.01843c (14010624) 419654.82 3737650.46 0.01802c (14010624) 3737670.46 0.04162c (12120424) 419254.82 3737670.46 0.03861c (14010624) 3737670.46 0.03629c (14010624) 419294.82 3737670.46 0.03426c (14010624) 3737670.46 0.03245c (14010624) 419334.82 3737670.46 0.03085c (14010624) 3737670.46 0.02941c (14010624) 419374.82 3737670.46 0.02811c (14010624) 3737670.46 0.02695c (14010624) 419414.82 3737670.46 0.02593c (14010624) 3737670.46 0.02503c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 PAGE 56 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 129 MainPlace r.ADO 419454.82 3737670.46 0.02418c (14010624) 419474.82 3737670.46 0.02339c (14010624) 419494.82 3737670.46 0.02263c (14010624) 419514.82 3737670.46 0.02191c (14010624) 419534.82 3737670.46 0.02123c (14010624) 419554.82 3737670.46 0.02059c (14010624) 419574.82 3737670.46 0.01997c (14010624) 419594.82 3737670.46 0.01937c (14010624) 419614.82 3737670.46 0.01879c (14010624) 419634.82 3737670.46 0.01831c (14010624) 419654.82 3737670.46 0.01795c (14010624) 419234.82 3737690.46 0.03973c (14010624) 419254.82 3737690.46 0.03731c (14010624) 419274.82 3737690.46 0.03522c (14010624) 419294.82 3737690.46 0.03335c (14010624) 419314.82 3737690.46 0.03170c (14010624) 419334.82 3737690.46 0.03022c (14010624) 419354.82 3737690.46 0.02887c (14010624) 419374.82 3737690.46 0.02765c (14010624) 419394.82 3737690.46 0.02655c (14010624) 419414.82 3737690.46 0.02560c (14010624) 419434.82 3737690.46 0.02474c (14010624) 419454.82 3737690.46 0.02394c (14010624) 419474.82 3737690.46 0.02318c (14010624) 419494.82 3737690.46 0.02245c (14010624) 419514.82 3737690.46 0.02177c (14010624) 419534.82 3737690.46 0.02112c (14010624) 419554.82 3737690.46 0.02049c (14010624) 419574.82 3737690.46 0.01989c (14010624) 419594.82 3737690.46 0.01932c (14010624) 419614.82 3737690.46 0.01875c (14010624) 419634.82 3737690.46 0.01829c (14010624) 419654.82 3737690.46 0.01793c (14010624) 419234.82 3737710.46 0.03846c (14010624) 419254.82 3737710.46 0.03624c (14010624) 419274.82 3737710.46 0.03433c (14010624) 419294.82 3737710.46 0.03260c (14010624) 419314.82 3737710.46 0.03108c (14010624) 419334.82 3737710.46 0.02969c (14010624) 419354.82 3737710.46 0.02844c (14010624) 419374.82 3737710.46 0.02727c (14010624) 419394.82 3737710.46 0.02624c (14010624) 419414.82 3737710.46 0.02534c (14010624) 419434.82 3737710.46 0.02452c (14010624) 419454.82 3737710.46 0.02375c (14010624) 419474.82 3737710.46 0.02303c (14010624) 419494.82 3737710.46 0.02234c (14010624) 419514.82 3737710.46 0.02168c (14010624) Page 130 MainPlace_r.ADO 419534.82 3737710.46 0.02107c (14010624) 3737710.46 0.02045c (14010624) 419574.82 3737710.46 0.01987c (14010624) 3737710.46 0.01933c (14010624) 419614.82 3737710.46 0.01879c (14010624) 3737710.46 0.01836c (14010624) 419654.82 3737710.46 0.01796c (14010624) 3737730.46 0.03745c (14010624) 419254.82 3737730.46 0.03538c (14010624) 3737730.46 0.03359c (14010624) 419294.82 3737730.46 0.03200c (14010624) 3737730.46 0.03058c (14010624) 419334.82 3737730.46 0.02928c (14010624) 3737730.46 0.02810c (14010624) 419374.82 3737730.46 0.02699c (14010624) 3737730.46 0.02602c (14010624) 419414.82 3737730.46 0.02516c (14010624) 3737730.46 0.02438c (14010624) 419454.82 3737730.46 0.02364c (14010624) 3737730.46 0.02294c (14010624) 419494.82 3737730.46 0.02226c (14010624) 3737730.46 0.02162c (14010624) 419534.82 3737730.46 0.02102c (14010624) 3737730.46 0.02043c (14010624) 419574.82 3737730.46 0.01988c (14010624) 3737730.46 0.01937c (14010624) 419614.82 3737730.46 0.01888c (14010624) 3737730.46 0.01844c (14010624) 419654.82 3737730.46 0.01806c (14010624) 3737750.46 0.03658c (14010624) 419254.82 3737750.46 0.03469c (14010624) 3737750.46 0.03301c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 57 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP , L0006933 fflu....•� 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , Page 131 .... coo.•, , L0006932 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.03154c - (14010624) 419314.82 3737750.46 0.03022c (14010624) 419334.82 3737750.46 0.02899c (14010624) 419354.82 3737750.46 0.02786c (14010624) 419374.82 3737750.46 0.02682c (14010624) 419394.82 3737750.46 0.02589c (14010624) 419414.82 3737750.46 0.02506c (14010624) 419434.82 3737750.46 0.02431c (14010624) 419454.82 3737750.46 0.02360c (14010624) 419474.82 3737750.46 0.02292c (14010624) 419494.82 3737750.46 0.02226c (14010624) 419514.82 3737750.46 0.02163c (14010624) 419534.82 3737750.46 0.02104c (14010624) 419554.82 3737750.46 0.02047c (14010624) 419574.82 3737750.46 0.01994c (14010624) 419594.82 3737750.46 0.01946c (14010624) 419614.82 3737750.46 0.01902c (14010624) 419634.82 3737750.46 0.01856c (14010624) 419654.82 3737750.46 0.01823c (14010624) 419234.82 3737770.46 0.03587c (14010624) 419254.82 3737770.46 0.03416c (14010624) 419274.82 3737770.46 0.03265c (14010624) 419294.82 3737770.46 0.03126c (14010624) 419314.82 3737770.46 0.03000c (14010624) 419334.82 3737770.46 0.02883c (14010624) 419354.82 3737770.46 0.02775c (14010624) 419374.82 3737770.46 0.02672c (14010624) 419394.82 3737770.46 0.02585c (14010624) 419414.82 3737770.46 0.02506c (14010624) 419434.82 3737770.46 0.02433c (14010624) 419454.82 3737770.46 0.02365c (14010624) 419474.82 3737770.46 0.02299c (14010624) 419494.82 3737770.46 0.02236c (14010624) 419514.82 3737770.46 0.02175c (14010624) 419534.82 3737770.46 0.02117c (14010624) 419554.82 Page 132 MainPlace_r.ADO 3737770.46 0.02061c (14010624) 419574.82 3737770.46 0.02010c (14010624) 3737770.46 0.01964c (14010624) 419614.82 3737770.46 0.01920c (14010624) 3737770.46 0.01879c (12120424) 419654.82 3737770.46 0.01853c (12120424) 3737790.46 0.03382c (14010624) 419274.82 3737790.46 0.03249c (14010624) 3737790.46 0.03115c (14010624) 419314.82 3737790.46 0.02995c (14010624) 3737790.46 0.02883c (14010624) 419354.82 3737790.46 0.02777c (14010624) 3737790.46 0.02678c (14010624) 419394.82 3737790.46 0.02592c (14010624) 3737790.46 0.02516c (14010624) 419434.82 3737790.46 0.02445c (14010624) 3737790.46 0.02379c (14010624) 419474.82 3737790.46 0.02316c (14010624) 3737790.46 0.02255c (14010624) 419514.82 3737790.46 0.02196c (14010624) 3737790.46 0.02140c (14010624) 419554.82 3737790.46 0.02087c (14010624) 3737790.46 0.02037c (14010624) 419594.82 3737790.46 0.01992c (14010624) 3737790.46 0.01956c (12120424) 419634.82 3737790.46 0.01943c (12120424) 3737790.46 0.01918c (12120424) 419274.82 3737810.46 0.03251c (14010624) 3737810.46 0.03125c (14010624) 419314.82 3737810.46 0.03012c (14010624) 3737810.46 0.02906c (14010624) 419354.82 3737810.46 0.02800c (14010624) 3737810.46 0.02700c (14010624) 419394.82 3737810.46 0.02614c (14010624) 3737810.46 0.02539c (14010624) 419434.82 3737810.46 0.02469c (14010624) 3737810.46 0.02404c (14010624) 419474.82 3737810.46 0.02343c (14010624) 3737810.46 0.02285c (14010624) 419514.82 3737810.46 0.02228c (14010624) 3737810.46 0.02174c (14010624) 419554.82 3737810.46 0.02128c (12120424) 3737810.46 0.02087c (12120424) 419594.82 3737810.46 0.02053c (12120424) 3737810.46 0.02027c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** Page 133 12/29/18 419594.82 419634.82 419254.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 MainPlace_r.ADO *** 08:57:21 PAGE 58 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - - 0.02020c - (12120424) 419654.82 3737810.46 0.01995c (12120424) 419294.82 3737830.46 0.03173c (14010624) 419314.82 3737830.46 0.03060c (14010624) 419334.82 3737830.46 0.02952c (14010624) 419354.82 3737830.46 0.02846c (14010624) 419374.82 3737830.46 0.02749c (14010624) 419394.82 3737830.46 0.02663c (14010624) 419414.82 3737830.46 0.02594c (12120424) 419434.82 3737830.46 0.02511c (12120424) 419454.82 3737830.46 0.02449c (12120424) 419474.82 3737830.46 0.02414c (12120424) 419494.82 3737830.46 0.02379c (12120424) 419514.82 3737830.46 0.02328c (12120424) 419534.82 3737830.46 0.02271c (12120424) 419554.82 3737830.46 0.02218c (12120424) 419574.82 3737830.46 0.02174c (12120424) 419594.82 3737830.46 0.02144c (12120424) 419614.82 3737830.46 0.02133c (12120424) 419634.82 3737830.46 0.02128c (12120424) 419654.82 3737830.46 0.02104c (12120424) 419314.82 3737850.46 0.03144c (14010624) Page 134 MainPlace_r.ADO 419334.82 3737850.46 0.03052c (12120424) 3737850.46 0.02972c (12120424) 419374.82 3737850.46 0.02903c (12120424) 3737850.46 0.02840c (12120424) 419414.82 3737850.46 0.02768c (12120424) 3737850.46 0.02668c (12120424) 419454.82 3737850.46 0.02597c (12120424) 3737850.46 0.02558c (12120424) 419494.82 3737850.46 0.02511c (12120424) 3737850.46 0.02442c (12120424) 419534.82 3737850.46 0.02387c (12120424) 3737850.46 0.02341c (12120424) 419574.82 3737850.46 0.02301c (12120424) 3737850.46 0.02272c (12120424) 419614.82 3737850.46 0.02265c (12120424) 3737850.46 0.02259c (12120424) 419654.82 3737850.46 0.02240c (12120424) 3737870.46 0.02575c (12120424) 419534.82 3737870.46 0.02533c (12120424) 3737870.46 0.02517c (12120424) 419574.82 3737870.46 0.02495c (12120424) 3737870.46 0.02466c (12120424) 419614.82 3737870.46 0.02442c (12120424) 3737870.46 0.02424c (12120424) 419654.82 3737870.46 0.02412c (12120424) 3737890.46 0.03228c (12120424) 419534.82 3737890.46 0.03189c (12120424) 3737890.46 0.03173c (12120424) 419574.82 3737890.46 0.03154c (12120424) 3737890.46 0.03131c (12120424) 419614.82 3737890.46 0.03115c (12120424) 3737890.46 0.03114c (12120424) 419654.82 3737890.46 0.03129c (12120424) 3737890.46 0.03091c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 59 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL , L0006933 , L0006941 , L0006942 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006935 , L0006937 , L0006938 , L0006939 , L0006940 L0006943 , Page 135 *** MainPlace r.ADO L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - - 0.05752c - (12120424) 419414.82 3737330.46 0.05046c (12120424) 419434.82 3737330.46 0.04499c (12120424) 419454.82 3737330.46 0.04068c (12120424) 419474.82 3737330.46 0.03723c (12120424) 419494.82 3737330.46 0.03440c (12120424) 419514.82 3737330.46 0.03196c (12120424) 419534.82 3737330.46 0.02985c (14010624) 419554.82 3737330.46 0.02811c (14010624) 419574.82 3737330.46 0.02657c (14010624) 419594.82 3737330.46 0.02523c (14010624) 419614.82 3737330.46 0.02406c (14010624) 419634.82 3737330.46 0.02303c (14010624) 419654.82 3737330.46 0.02207c (14010624) 419374.82 3737350.46 0.06008c (12120424) 419394.82 3737350.46 0.05249c (12120424) 419414.82 3737350.46 0.04662c (12120424) 419434.82 3737350.46 0.04199c (12120424) 419454.82 3737350.46 0.03832c (12120424) 419474.82 3737350.46 0.03535c (12120424) 419494.82 3737350.46 0.03287c (12120424) 419514.82 3737350.46 0.03067c (12120424) 419534.82 3737350.46 0.02884c (14010624) 419554.82 3737350.46 0.02736c (14010624) 419574.82 3737350.46 0.02601c (14010624) 419594.82 3737350.46 0.02480c (14010624) 419614.82 3737350.46 0.02370c (14010624) 419634.82 3737350.46 0.02272c (14010624) 419654.82 3737350.46 0.02179c (14010624) 419374.82 3737370.46 0.05465c (12120424) 419394.82 3737370.46 0.04839c (12120424) 419414.82 3737370.46 0.04341c (12120424) 419434.82 3737370.46 0.03947c (12120424) 419454.82 Page 136 MainPlace r.ADO 3737370.46 0.03633c (12120424) 419474.82 3737370.46 0.03376c (12120424) 419494.82 3737370.46 0.03154c (12120424) 419514.82 3737370.46 0.02952c (12120424) 419534.82 3737370.46 0.02784c (14010624) 419554.82 3737370.46 0.02650c (14010624) 419574.82 3737370.46 0.02526c (14010624) 419594.82 3737370.46 0.02415c (14010624) 419614.82 3737370.46 0.02315c (14010624) 419634.82 3737370.46 0.02223c (14010624) 419654.82 3737370.46 0.02136c (14010624) 419354.82 3737390.46 0.05665c (12120424) 419374.82 3737390.46 0.05017c (12120424) 419394.82 3737390.46 0.04495c (12120424) 419414.82 3737390.46 0.04073c (12120424) 419434.82 3737390.46 0.03736c (12120424) 419454.82 3737390.46 0.03466c (12120424) 419474.82 3737390.46 0.03237c (12120424) 419494.82 3737390.46 0.03035c (12120424) 419514.82 3737390.46 0.02850c (12120424) 419534.82 3737390.46 0.02702c (14010624) 419554.82 3737390.46 0.02580c (14010624) 419574.82 3737390.46 0.02467c (14010624) 419594.82 3737390.46 0.02363c (14010624) 419614.82 3737390.46 0.02268c (14010624) 419634.82 3737390.46 0.02179c (14010624) 419654.82 3737390.46 0.02095c (14010624) 419354.82 3737410.46 0.05164c (12120424) 419374.82 3737410.46 0.04642c (12120424) 419394.82 3737410.46 0.04205c (12120424) 419414.82 3737410.46 0.03847c (12120424) 419434.82 3737410.46 0.03558c (12120424) 419454.82 3737410.46 0.03319c (12120424) 419474.82 3737410.46 0.03111c (12120424) 419494.82 3737410.46 0.02925c (12120424) 419514.82 3737410.46 0.02754c (14010624) 419534.82 3737410.46 0.02629c (14010624) 419554.82 3737410.46 0.02517c (14010624) 419574.82 3737410.46 0.02415c (14010624) 419594.82 3737410.46 0.02319c (14010624) 419614.82 3737410.46 0.02228c (14010624) 419634.82 3737410.46 0.02139c (14010624) 419654.82 3737410.46 0.02056c (14010624) 419334.82 3737430.46 0.05345c (12120424) 419354.82 3737430.46 0.04765c (12120424) 419374.82 3737430.46 0.04328c (12120424) 419394.82 3737430.46 0.03960c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 137 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 60 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - - 0.03656c - (12120424) 419434.82 3737430.46 0.03402c (12120424) 419454.82 3737430.46 0.03183c (12120424) 419474.82 3737430.46 0.02994c (12120424) 419494.82 3737430.46 0.02822c (12120424) 419514.82 3737430.46 0.02679c (14010624) 419534.82 3737430.46 0.02562c (14010624) 419554.82 3737430.46 0.02457c (14010624) 419574.82 3737430.46 0.02359c (14010624) 419594.82 3737430.46 0.02265c (14010624) 419614.82 3737430.46 0.02172c (14010624) 419634.82 3737430.46 0.02085c (14010624) 419654.82 3737430.46 0.02016c (14010624) 419334.82 3737450.46 0.04913c (12120424) 419354.82 3737450.46 0.04443c (12120424) 419374.82 3737450.46 0.04072c (12120424) 419394.82 3737450.46 0.03757c (12120424) 419414.82 3737450.46 0.03489c (12120424) 419434.82 3737450.46 0.03261c (12120424) 419454.82 3737450.46 0.03062c (12120424) Page 138 MainPlace r.ADO 419474.82 3737450.46 0.02888c (12120424) 419494.82 3737450.46 0.02739c (14010624) 419514.82 3737450.46 0.02613c (14010624) 419534.82 3737450.46 0.02502c (14010624) 419554.82 3737450.46 0.02401c (14010624) 419574.82 3737450.46 0.02308c (14010624) 419594.82 3737450.46 0.02216c (14010624) 419614.82 3737450.46 0.02126c (14010624) 419634.82 3737450.46 0.02043c (14010624) 419654.82 3737450.46 0.01982c (14010624) 419314.82 3737470.46 0.05138c (12120424) 419334.82 3737470.46 0.04574c (12120424) 419354.82 3737470.46 0.04180c (12120424) 419374.82 3737470.46 0.03857c (12120424) 419394.82 3737470.46 0.03578c (12120424) 419414.82 3737470.46 0.03339c (12120424) 419434.82 3737470.46 0.03132c (12120424) 419454.82 3737470.46 0.02954c (12120424) 419474.82 3737470.46 0.02806c (14010624) 419494.82 3737470.46 0.02673c (14010624) 419514.82 3737470.46 0.02553c (14010624) 419534.82 3737470.46 0.02446c (14010624) 419554.82 3737470.46 0.02351c (14010624) 419574.82 3737470.46 0.02261c (14010624) 419594.82 3737470.46 0.02174c (14010624) 419614.82 3737470.46 0.02089c (14010624) 419634.82 3737470.46 0.02013c (14010624) 419654.82 3737470.46 0.01954c (14010624) 419314.82 3737490.46 0.04740c (12120424) 419334.82 3737490.46 0.04295c (12120424) 419354.82 3737490.46 0.03942c (12120424) 419374.82 3737490.46 0.03663c (12120424) 419394.82 3737490.46 0.03419c (12120424) 419414.82 3737490.46 0.03206c (12120424) 419434.82 3737490.46 0.03023c (14010624) 419454.82 3737490.46 0.02875c (14010624) 419474.82 3737490.46 0.02738c (14010624) 419494.82 3737490.46 0.02613c (14010624) 419514.82 3737490.46 0.02499c (14010624) 419534.82 3737490.46 0.02396c (14010624) 419554.82 3737490.46 0.02304c (14010624) 419574.82 3737490.46 0.02218c (14010624) 419594.82 3737490.46 0.02137c (14010624) 419614.82 3737490.46 0.02060c (14010624) 419634.82 3737490.46 0.01987c (14010624) 419654.82 3737490.46 0.01931c (14010624) 419294.82 3737510.46 0.04903c (12120424) 419314.82 3737510.46 0.04428c (12120424) Page 139 MainPlace_r.ADO 419334.82 3737510.46 0.04055c (12120424) 3737510.46 0.03739c (12120424) 419374.82 3737510.46 0.03496c (12120424) 3737510.46 0.03279c (12120424) 419414.82 3737510.46 0.03092c (14010624) 3737510.46 0.02941c (14010624) 419454.82 3737510.46 0.02803c (14010624) 3737510.46 0.02676c (14010624) 419494.82 3737510.46 0.02558c (14010624) 3737510.46 0.02449c (14010624) 419534.82 3737510.46 0.02350c (14010624) 3737510.46 0.02261c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 61 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - - - - - - 3737510.46 0.02178c - (14010624) 419594.82 3737510.46 0.02103c (14010624) 419614.82 3737510.46 0.02035c (14010624) 419634.82 3737510.46 0.01972c (14010624) 419654.82 3737510.46 0.01917c (14010624) 419294.82 3737530.46 0.04582c (12120424) 419314.82 3737530.46 0.04176c (12120424) 419334.82 Page 140 MainPlace r.ADO 3737530.46 0.03846c (12120424) 419354.82 3737530.46 0.03574c (12120424) 419374.82 3737530.46 0.03353c (12120424) 419394.82 3737530.46 0.03158c (14010624) 419414.82 3737530.46 0.03005c (14010624) 419434.82 3737530.46 0.02866c (14010624) 419454.82 3737530.46 0.02738c (14010624) 419474.82 3737530.46 0.02619c (14010624) 419494.82 3737530.46 0.02507c (14010624) 419514.82 3737530.46 0.02403c (14010624) 419534.82 3737530.46 0.02304c (14010624) 419554.82 3737530.46 0.02219c (14010624) 419574.82 3737530.46 0.02142c (14010624) 419594.82 3737530.46 0.02072c (14010624) 419614.82 3737530.46 0.02012c (14010624) 419634.82 3737530.46 0.01963c (14010624) 419654.82 3737530.46 0.01908c (14010624) 419274.82 3737550.46 0.04784c (12120424) 419294.82 3737550.46 0.04328c (12120424) 419314.82 3737550.46 0.03970c (12120424) 419334.82 3737550.46 0.03676c (12120424) 419354.82 3737550.46 0.03429c (12120424) 419374.82 3737550.46 0.03225c (12120424) 419394.82 3737550.46 0.03067c (14010624) 419414.82 3737550.46 0.02926c (14010624) 419434.82 3737550.46 0.02797c (14010624) 419454.82 3737550.46 0.02678c (14010624) 419474.82 3737550.46 0.02566c (14010624) 419494.82 3737550.46 0.02461c (14010624) 419514.82 3737550.46 0.02362c (14010624) 419534.82 3737550.46 0.02270c (14010624) 419554.82 3737550.46 0.02187c (14010624) 419574.82 3737550.46 0.02113c (14010624) 419594.82 3737550.46 0.02047c (14010624) 419614.82 3737550.46 0.01989c (14010624) 419634.82 3737550.46 0.01940c (14010624) 419654.82 3737550.46 0.01885c (14010624) 419274.82 3737570.46 0.04508c (12120424) 419294.82 3737570.46 0.04111c (12120424) 419314.82 3737570.46 0.03792c (12120424) 419334.82 3737570.46 0.03526c (12120424) 419354.82 3737570.46 0.03298c (12120424) 419374.82 3737570.46 0.03130c (14010624) 419394.82 3737570.46 0.02986c (14010624) 419414.82 3737570.46 0.02855c (14010624) 419434.82 3737570.46 0.02734c (14010624) 419454.82 3737570.46 0.02622c (14010624) 419474.82 3737570.46 0.02517c (14010624) 419494.82 Page 141 MainPlace_r.ADO 3737570.46 0.02418c (14010624) 419514.82 3737570.46 0.02325c (14010624) 3737570.46 0.02237c (14010624) 419554.82 3737570.46 0.02158c (14010624) 3737570.46 0.02086c (14010624) 419594.82 3737570.46 0.02024c (14010624) 3737570.46 0.01970c (14010624) 419634.82 3737570.46 0.01920c (14010624) 3737570.46 0.01866c (14010624) 419254.82 3737590.46 0.04724c (12120424) 3737590.46 0.04268c (12120424) 419294.82 3737590.46 0.03920c (12120424) 3737590.46 0.03634c (12120424) 419334.82 3737590.46 0.03390c (12120424) 3737590.46 0.03196c (14010624) 419374.82 3737590.46 0.03049c (14010624) 3737590.46 0.02914c (14010624) 419414.82 3737590.46 0.02790c (14010624) 3737590.46 0.02677c (14010624) 419454.82 3737590.46 0.02572c (14010624) 3737590.46 0.02472c (14010624) 419494.82 3737590.46 0.02379c (14010624) 3737590.46 0.02291c (14010624) 419534.82 3737590.46 0.02203c (14010624) 3737590.46 0.02129c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 62 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 Page 142 IN MICROGRAMS/M**3 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.02062c - - (14010624) 419594.82 3737590.46 0.02002c (14010624) 419614.82 3737590.46 0.01952c (14010624) 419634.82 3737590.46 0.01905c (14010624) 419654.82 3737590.46 0.01853c (14010624) 419254.82 3737610.46 0.04457c (12120424) 419274.82 3737610.46 0.04066c (12120424) 419294.82 3737610.46 0.03755c (12120424) 419314.82 3737610.46 0.03507c (14010624) 419334.82 3737610.46 0.03302c (14010624) 419354.82 3737610.46 0.03120c (14010624) 419374.82 3737610.46 0.02976c (14010624) 419394.82 3737610.46 0.02848c (14010624) 419414.82 3737610.46 0.02732c (14010624) 419434.82 3737610.46 0.02625c (14010624) 419454.82 3737610.46 0.02526c (14010624) 419474.82 3737610.46 0.02432c (14010624) 419494.82 3737610.46 0.02344c (14010624) 419514.82 3737610.46 0.02260c (14010624) 419534.82 3737610.46 0.02179c (14010624) 419554.82 3737610.46 0.02105c (14010624) 419574.82 3737610.46 0.02040c (14010624) 419594.82 3737610.46 0.01982c (14010624) 419614.82 3737610.46 0.01930c (14010624) 419634.82 3737610.46 0.01888c (14010624) 419654.82 3737610.46 0.01835c (14010624) 419254.82 3737630.46 0.04226c (12120424) 419274.82 3737630.46 0.03888c (12120424) 419294.82 3737630.46 0.03629c (14010624) 419314.82 3737630.46 0.03414c (14010624) 419334.82 3737630.46 0.03225c (14010624) 419354.82 3737630.46 0.03056c (14010624) 419374.82 3737630.46 0.02912c (14010624) 419394.82 3737630.46 0.02789c (14010624) 419414.82 3737630.46 0.02679c (14010624) 419434.82 3737630.46 0.02579c (14010624) 419454.82 3737630.46 0.02485c (14010624) 419474.82 3737630.46 0.02396c (14010624) 419494.82 3737630.46 0.02313c (14010624) 419514.82 3737630.46 0.02233c (14010624) 419534.82 3737630.46 0.02158c (14010624) 419554.82 3737630.46 0.02085c (14010624) Page 143 MainPlace r.ADO 419574.82 3737630.46 0.02022c (14010624) 419594.82 3737630.46 0.01963c (14010624) 419614.82 3737630.46 0.01908c (14010624) 419634.82 3737630.46 0.01869c (14010624) 419654.82 3737630.46 0.01819c (14010624) 419234.82 3737650.46 0.04389c (12120424) 419254.82 3737650.46 0.04022c (12120424) 419274.82 3737650.46 0.03750c (14010624) 419294.82 3737650.46 0.03526c (14010624) 419314.82 3737650.46 0.03329c (14010624) 419334.82 3737650.46 0.03155c (14010624) 419354.82 3737650.46 0.03001c (14010624) 419374.82 3737650.46 0.02862c (14010624) 419394.82 3737650.46 0.02740c (14010624) 419414.82 3737650.46 0.02633c (14010624) 419434.82 3737650.46 0.02538c (14010624) 419454.82 3737650.46 0.02449c (14010624) 419474.82 3737650.46 0.02365c (14010624) 419494.82 3737650.46 0.02285c (14010624) 419514.82 3737650.46 0.02210c (14010624) 419534.82 3737650.46 0.02139c (14010624) 419554.82 3737650.46 0.02072c (14010624) 419574.82 3737650.46 0.02008c (14010624) 419594.82 3737650.46 0.01947c (14010624) 419614.82 3737650.46 0.01889c (14010624) 419634.82 3737650.46 0.01843c (14010624) 419654.82 3737650.46 0.01802c (14010624) 419234.82 3737670.46 0.04162c (12120424) 419254.82 3737670.46 0.03861c (14010624) 419274.82 3737670.46 0.03629c (14010624) 419294.82 3737670.46 0.03426c (14010624) 419314.82 3737670.46 0.03245c (14010624) 419334.82 3737670.46 0.03085c (14010624) 419354.82 3737670.46 0.02941c (14010624) 419374.82 3737670.46 0.02811c (14010624) 419394.82 3737670.46 0.02695c (14010624) 419414.82 3737670.46 0.02593c (14010624) 419434.82 3737670.46 0.02503c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 63 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** Page 144 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - - 0.02418c - (14010624) 419474.82 3737670.46 0.02339c (14010624) 419494.82 3737670.46 0.02263c (14010624) 419514.82 3737670.46 0.02191c (14010624) 419534.82 3737670.46 0.02123c (14010624) 419554.82 3737670.46 0.02059c (14010624) 419574.82 3737670.46 0.01997c (14010624) 419594.82 3737670.46 0.01937c (14010624) 419614.82 3737670.46 0.01879c (14010624) 419634.82 3737670.46 0.01831c (14010624) 419654.82 3737670.46 0.01795c (14010624) 419234.82 3737690.46 0.03973c (14010624) 419254.82 3737690.46 0.03731c (14010624) 419274.82 3737690.46 0.03522c (14010624) 419294.82 3737690.46 0.03335c (14010624) 419314.82 3737690.46 0.03170c (14010624) 419334.82 3737690.46 0.03022c (14010624) 419354.82 3737690.46 0.02887c (14010624) 419374.82 3737690.46 0.02765c (14010624) 419394.82 3737690.46 0.02655c (14010624) 419414.82 3737690.46 0.02560c (14010624) 419434.82 3737690.46 0.02474c (14010624) 419454.82 3737690.46 0.02394c (14010624) 419474.82 3737690.46 0.02318c (14010624) 419494.82 3737690.46 0.02245c (14010624) 419514.82 3737690.46 0.02177c (14010624) 419534.82 3737690.46 0.02112c (14010624) 419554.82 3737690.46 0.02049c (14010624) 419574.82 3737690.46 0.01989c (14010624) 419594.82 Page 145 MainPlace r.ADO 3737690.46 0.01932c (14010624) 419614.82 3737690.46 0.01875c (14010624) 419634.82 3737690.46 0.01829c (14010624) 419654.82 3737690.46 0.01793c (14010624) 419234.82 3737710.46 0.03846c (14010624) 419254.82 3737710.46 0.03624c (14010624) 419274.82 3737710.46 0.03433c (14010624) 419294.82 3737710.46 0.03260c (14010624) 419314.82 3737710.46 0.03108c (14010624) 419334.82 3737710.46 0.02969c (14010624) 419354.82 3737710.46 0.02844c (14010624) 419374.82 3737710.46 0.02727c (14010624) 419394.82 3737710.46 0.02624c (14010624) 419414.82 3737710.46 0.02534c (14010624) 419434.82 3737710.46 0.02452c (14010624) 419454.82 3737710.46 0.02375c (14010624) 419474.82 3737710.46 0.02303c (14010624) 419494.82 3737710.46 0.02234c (14010624) 419514.82 3737710.46 0.02168c (14010624) 419534.82 3737710.46 0.02107c (14010624) 419554.82 3737710.46 0.02045c (14010624) 419574.82 3737710.46 0.01987c (14010624) 419594.82 3737710.46 0.01933c (14010624) 419614.82 3737710.46 0.01879c (14010624) 419634.82 3737710.46 0.01836c (14010624) 419654.82 3737710.46 0.01796c (14010624) 419234.82 3737730.46 0.03745c (14010624) 419254.82 3737730.46 0.03538c (14010624) 419274.82 3737730.46 0.03359c (14010624) 419294.82 3737730.46 0.03200c (14010624) 419314.82 3737730.46 0.03058c (14010624) 419334.82 3737730.46 0.02928c (14010624) 419354.82 3737730.46 0.02810c (14010624) 419374.82 3737730.46 0.02699c (14010624) 419394.82 3737730.46 0.02602c (14010624) 419414.82 3737730.46 0.02516c (14010624) 419434.82 3737730.46 0.02438c (14010624) 419454.82 3737730.46 0.02364c (14010624) 419474.82 3737730.46 0.02294c (14010624) 419494.82 3737730.46 0.02226c (14010624) 419514.82 3737730.46 0.02162c (14010624) 419534.82 3737730.46 0.02102c (14010624) 419554.82 3737730.46 0.02043c (14010624) 419574.82 3737730.46 0.01988c (14010624) 419594.82 3737730.46 0.01937c (14010624) 419614.82 3737730.46 0.01888c (14010624) 419634.82 3737730.46 0.01844c (14010624) 419654.82 3737730.46 0.01806c (14010624) 419234.82 Page 146 MainPlace r.ADO 3737750.46 0.03658c (14010624) 419254.82 3737750.46 0.03469c (14010624) 419274.82 3737750.46 0.03301c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 64 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.03154c - (14010624) 419314.82 3737750.46 0.03022c (14010624) 419334.82 3737750.46 0.02899c (14010624) 419354.82 3737750.46 0.02786c (14010624) 419374.82 3737750.46 0.02682c (14010624) 419394.82 3737750.46 0.02589c (14010624) 419414.82 3737750.46 0.02506c (14010624) 419434.82 3737750.46 0.02431c (14010624) 419454.82 3737750.46 0.02360c (14010624) 419474.82 3737750.46 0.02292c (14010624) 419494.82 3737750.46 0.02226c (14010624) 419514.82 3737750.46 0.02163c (14010624) 419534.82 3737750.46 0.02104c (14010624) 419554.82 3737750.46 0.02047c (14010624) 419574.82 3737750.46 0.01994c (14010624) 419594.82 3737750.46 0.01946c (14010624) Page 147 MainPlace r.ADO 419614.82 3737750.46 0.01902c (14010624) 419634.82 3737750.46 0.01856c (14010624) 419654.82 3737750.46 0.01823c (14010624) 419234.82 3737770.46 0.03587c (14010624) 419254.82 3737770.46 0.03416c (14010624) 419274.82 3737770.46 0.03265c (14010624) 419294.82 3737770.46 0.03126c (14010624) 419314.82 3737770.46 0.03000c (14010624) 419334.82 3737770.46 0.02883c (14010624) 419354.82 3737770.46 0.02775c (14010624) 419374.82 3737770.46 0.02672c (14010624) 419394.82 3737770.46 0.02585c (14010624) 419414.82 3737770.46 0.02506c (14010624) 419434.82 3737770.46 0.02433c (14010624) 419454.82 3737770.46 0.02365c (14010624) 419474.82 3737770.46 0.02299c (14010624) 419494.82 3737770.46 0.02236c (14010624) 419514.82 3737770.46 0.02175c (14010624) 419534.82 3737770.46 0.02117c (14010624) 419554.82 3737770.46 0.02061c (14010624) 419574.82 3737770.46 0.02010c (14010624) 419594.82 3737770.46 0.01964c (14010624) 419614.82 3737770.46 0.01920c (14010624) 419634.82 3737770.46 0.01879c (12120424) 419654.82 3737770.46 0.01853c (12120424) 419254.82 3737790.46 0.03382c (14010624) 419274.82 3737790.46 0.03249c (14010624) 419294.82 3737790.46 0.03115c (14010624) 419314.82 3737790.46 0.02995c (14010624) 419334.82 3737790.46 0.02883c (14010624) 419354.82 3737790.46 0.02777c (14010624) 419374.82 3737790.46 0.02678c (14010624) 419394.82 3737790.46 0.02592c (14010624) 419414.82 3737790.46 0.02516c (14010624) 419434.82 3737790.46 0.02445c (14010624) 419454.82 3737790.46 0.02379c (14010624) 419474.82 3737790.46 0.02316c (14010624) 419494.82 3737790.46 0.02255c (14010624) 419514.82 3737790.46 0.02196c (14010624) 419534.82 3737790.46 0.02140c (14010624) 419554.82 3737790.46 0.02087c (14010624) 419574.82 3737790.46 0.02037c (14010624) 419594.82 3737790.46 0.01992c (14010624) 419614.82 3737790.46 0.01956c (12120424) 419634.82 3737790.46 0.01943c (12120424) 419654.82 3737790.46 0.01918c (12120424) 419274.82 3737810.46 0.03251c (14010624) 419294.82 3737810.46 0.03125c (14010624) Page 148 MainPlace_r.ADO 419314.82 3737810.46 0.03012c (14010624) 3737810.46 0.02906c (14010624) 419354.82 3737810.46 0.02800c (14010624) 3737810.46 0.02700c (14010624) 419394.82 3737810.46 0.02614c (14010624) 3737810.46 0.02539c (14010624) 419434.82 3737810.46 0.02469c (14010624) 3737810.46 0.02404c (14010624) 419474.82 3737810.46 0.02343c (14010624) 3737810.46 0.02285c (14010624) 419514.82 3737810.46 0.02228c (14010624) 3737810.46 0.02174c (14010624) 419554.82 3737810.46 0.02128c (12120424) 3737810.46 0.02087c (12120424) 419594.82 3737810.46 0.02053c (12120424) 3737810.46 0.02027c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 08:57:21 12/29/18 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 65 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.02020c (12120424) 419654.82 3737810.46 0.01995c (12120424) 419294.82 3737830.46 0.03173c (14010624) 419314.82 Page 149 MainPlace r.ADO 3737830.46 0.03060c (14010624) 419334.82 3737830.46 0.02952c (14010624) 419354.82 3737830.46 0.02846c (14010624) 419374.82 3737830.46 0.02749c (14010624) 419394.82 3737830.46 0.02663c (14010624) 419414.82 3737830.46 0.02594c (12120424) 419434.82 3737830.46 0.02511c (12120424) 419454.82 3737830.46 0.02449c (12120424) 419474.82 3737830.46 0.02414c (12120424) 419494.82 3737830.46 0.02379c (12120424) 419514.82 3737830.46 0.02328c (12120424) 419534.82 3737830.46 0.02271c (12120424) 419554.82 3737830.46 0.02218c (12120424) 419574.82 3737830.46 0.02174c (12120424) 419594.82 3737830.46 0.02144c (12120424) 419614.82 3737830.46 0.02133c (12120424) 419634.82 3737830.46 0.02128c (12120424) 419654.82 3737830.46 0.02104c (12120424) 419314.82 3737850.46 0.03144c (14010624) 419334.82 3737850.46 0.03052c (12120424) 419354.82 3737850.46 0.02972c (12120424) 419374.82 3737850.46 0.02903c (12120424) 419394.82 3737850.46 0.02840c (12120424) 419414.82 3737850.46 0.02768c (12120424) 419434.82 3737850.46 0.02668c (12120424) 419454.82 3737850.46 0.02597c (12120424) 419474.82 3737850.46 0.02558c (12120424) 419494.82 3737850.46 0.02511c (12120424) 419514.82 3737850.46 0.02442c (12120424) 419534.82 3737850.46 0.02387c (12120424) 419554.82 3737850.46 0.02341c (12120424) 419574.82 3737850.46 0.02301c (12120424) 419594.82 3737850.46 0.02272c (12120424) 419614.82 3737850.46 0.02265c (12120424) 419634.82 3737850.46 0.02259c (12120424) 419654.82 3737850.46 0.02240c (12120424) 419514.82 3737870.46 0.02575c (12120424) 419534.82 3737870.46 0.02533c (12120424) 419554.82 3737870.46 0.02517c (12120424) 419574.82 3737870.46 0.02495c (12120424) 419594.82 3737870.46 0.02466c (12120424) 419614.82 3737870.46 0.02442c (12120424) 419634.82 3737870.46 0.02424c (12120424) 419654.82 3737870.46 0.02412c (12120424) 419514.82 3737890.46 0.03228c (12120424) 419534.82 3737890.46 0.03189c (12120424) 419554.82 3737890.46 0.03173c (12120424) 419574.82 3737890.46 0.03154c (12120424) 419594.82 Page 150 MainPlace r.ADO 3737890.46 0.03131c (12120424) 419614.82 3737890.46 0.03115c (12120424) 419634.82 3737890.46 0.03114c (12120424) 419654.82 3737890.46 0.03129c (12120424) 419674.82 3737890.46 0.03091c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 66 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE SUMMARY OF MAXIMUM ANNUAL RESULTS AVERAGED OVER 5 YEARS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI 1ST HIGHEST VALUE IS 0.03474 AT ( 419374.82, 3737350.46, 44.42, 44.42, 7.60) DC 2ND HIGHEST VALUE IS 0.03362 AT ( 419394.82, 3737330.46, 44.46, 44.46, 7.60) DC 3RD HIGHEST VALUE IS 0.03261 AT ( 419354.82, 3737390.46, 44.74, 44.74, 7.60) DC 4TH HIGHEST VALUE IS 0.03184 AT ( 419374.82, 3737370.46, 44.69, 44.69, 7.60) DC 5TH HIGHEST VALUE IS 0.03084 AT ( 419394.82, 3737350.46, 44.75, 44.75, 7.60) DC 6TH HIGHEST VALUE IS 0.03056 AT ( 419334.82, 3737430.46, 45.17, 45.17, 7.60) DC 7TH HIGHEST VALUE IS 0.03000 AT ( 419414.82, 3737330.46, 44.68, 44.68, 7.60) DC 8TH HIGHEST VALUE IS 0.02980 AT ( 419354.82, 3737410.46, 45.20, 45.20, 7.60) DC 9TH HIGHEST VALUE IS 0.02949 AT ( 419314.82, 3737470.46, 45.18, 45.18, 7.60) DC 10TH HIGHEST VALUE IS 0.02936 AT ( 419374.82, 3737390.46, 45.00, 45.00, 7.60) DC Page 151 MainPlace_r.ADO ALL 1ST HIGHEST VALUE IS 0.03474 AT ( 419374.82, 3737350.46, 44.42, 44.42, 7.60) DC 2ND HIGHEST VALUE IS 0.03362 AT ( 419394.82, 3737330.46, 44.46, 44.46, 7.60) DC 3RD HIGHEST VALUE IS 0.03261 AT ( 419354.82, 3737390.46, 44.74, 44.74, 7.60) DC 4TH HIGHEST VALUE IS 0.03184 AT ( 419374.82, 3737370.46, 44.69, 44.69, 7.60) DC 5TH HIGHEST VALUE IS 0.03084 AT ( 419394.82, 3737350.46, 44.75, 44.75, 7.60) DC 6TH HIGHEST VALUE IS 0.03056 AT ( 419334.82, 3737430.46, 45.17, 45.17, 7.60) DC 7TH HIGHEST VALUE IS 0.03000 AT ( 419414.82, 3737330.46, 44.68, 44.68, 7.60) DC 8TH HIGHEST VALUE IS 0.02980 AT ( 419354.82, 3737410.46, 45.20, 45.20, 7.60) DC 9TH HIGHEST VALUE IS 0.02949 AT ( 419314.82, 3737470.46, 45.18, 45.18, 7.60) DC 10TH HIGHEST VALUE IS 0.02936 AT ( 419374.82, 3737390.46, 45.00, 45.00, 7.60) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 67 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 1-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 152 MainPlace_r.ADO SRCGPI HIGH 1ST HIGH VALUE IS 0.11856 ON 16092805: AT ( 419374.82, 3737350.46, 44.42, 44.42, 7.60) DC ALL HIGH 1ST HIGH VALUE IS 0.11856 ON 16092805: AT ( 419374.82, 3737350.46, 44.42, 44.42, 7.60) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 PAGE 68 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 24-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI HIGH 1ST HIGH VALUE IS 0.06008c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 7.60) DC ALL HIGH 1ST HIGH VALUE IS 0.06008c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 7.60) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 08:57:21 Page 153 MainPlace r.ADO PAGE 69 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** Message Summary : AERMOD Model Execution *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 1864 Informational Message(s) A Total of 43848 Hours Were Processed A Total of 1500 Calm Hours Identified A Total of 364 Missing Hours Identified ( 0.83 Percent) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET ************************************ *** AERMOD Finishes Successfully *** ************************************ Page 154 MainPlace_r.ADO ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.6.1 ** Lakes Environmental Software Inc. ** Date: 12/29/2018 ** File: C:\Lakes\AERMOD View\MainPlace r\MainPlace r.ADI **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010232 POLLUTID PM_10 FLAGPOLE 10.70 RUNORNOT RUN ERRORFIL MainPlace_r.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord.--------------------------------------------------------------------- ** ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINEI ** DESCRSRC I-5 SB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 419631.223, 3736783.185, 39.21, 3.70, 18.60 Page 1 MainPlace_r.ADO ** 419556.193, 3736928.110, 43.83, 3.70, 18.60 ** 419346.762, 3737245.905, 44.87, 3.70, 18.60 ** 419089.235, 3737628.422, 43.10, 3.70, 18.60 ** 418889.765, 3737922.507, 42.03, 3.70, 18.60 ** 418743.826, 3738075.215, 42.10, 3.70, 18.60 LOCATION L0006931 VOLUME 419622.028 3736800.945 39.73 LOCATION L0006932 VOLUME 419603.637 3736836.467 41.01 LOCATION L0006933 VOLUME 419585.247 3736871.989 42.06 LOCATION L0006934 VOLUME 419566.857 3736907.511 43.26 LOCATION L0006935 VOLUME 419546.946 3736942.141 44.28 LOCATION L0006936 VOLUME 419524.935 3736975.541 45.08 LOCATION L0006937 VOLUME 419502.925 3737008.940 45.63 LOCATION L0006938 VOLUME 419480.914 3737042.340 46.04 LOCATION L0006939 VOLUME 419458.903 3737075.740 46.28 LOCATION L0006940 VOLUME 419436.892 3737109.139 46.34 LOCATION L0006941 VOLUME 419414.882 3737142.539 45.55 LOCATION L0006942 VOLUME 419392.871 3737175.938 42.29 LOCATION L0006943 VOLUME 419370.860 3737209.338 45.05 LOCATION L0006944 VOLUME 419348.850 3737242.737 45.31 LOCATION L0006945 VOLUME 419326.542 3737275.939 45.03 LOCATION L0006946 VOLUME 419304.203 3737309.120 44.73 LOCATION L0006947 VOLUME 419281.864 3737342.301 44.44 LOCATION L0006948 VOLUME 419259.525 3737375.482 44.15 LOCATION L0006949 VOLUME 419237.187 3737408.663 43.84 LOCATION L0006950 VOLUME 419214.848 3737441.844 43.58 LOCATION L0006951 VOLUME 419192.509 3737475.025 43.45 LOCATION L0006952 VOLUME 419170.170 3737508.206 43.35 LOCATION L0006953 VOLUME 419147.831 3737541.387 43.27 LOCATION L0006954 VOLUME 419125.492 3737574.568 43.17 LOCATION L0006955 VOLUME 419103.154 3737607.749 43.06 LOCATION L0006956 VOLUME 419080.772 3737640.900 42.97 LOCATION L0006957 VOLUME 419058.318 3737674.004 42.90 LOCATION L0006958 VOLUME 419035.865 3737707.108 42.76 LOCATION L0006959 VOLUME 419013.412 3737740.211 42.65 LOCATION L0006960 VOLUME 418990.959 3737773.315 42.67 LOCATION L0006961 VOLUME 418968.505 3737806.419 42.81 LOCATION L0006962 VOLUME 418946.052 3737839.522 42.81 LOCATION L0006963 VOLUME 418923.599 3737872.626 42.76 LOCATION L0006964 VOLUME 418901.145 3737905.729 42.20 LOCATION L0006965 VOLUME 418876.136 3737936.769 42.10 LOCATION L0006966 VOLUME 418848.500 3737965.687 42.02 LOCATION L0006967 VOLUME 418820.864 3737994.605 41.90 LOCATION L0006968 VOLUME 418793.228 3738023.522 41.93 LOCATION L0006969 VOLUME 418765.592 3738052.440 41.99 ** End of LINE VOLUME Source ID = SLINEI ** ** Line Source Represented by Adjacent Volume Sources Page 2 MainPlace r.ADO ** LINE VOLUME Source ID = SLINE2 ** DESCRSRC SR-22 EB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 418533.449, 3738009.821, 45.15, 3.70, 9.30 ** 418708.288, 3738010.892, 45.54, 3.70, 9.30 ** 418914.480, 3737993.807, 49.94, 3.70, 9.30 ** 419017.576, 3737990.390, 48.84, 3.70, 9.30 ** 419299.994, 3737936.995, 44.35, 3.70, 9.30 ** 419360.932, 3737929.738, 42.97, 3.70, 9.30 ** 419710.834, 3737925.564, 40.99, 3.70, 9.30 ** 420052.825, 3737923.992, 49.51, 3.70, 9.30 ** LOCATION L0006970 VOLUME 418543.449 3738009.882 45.28 LOCATION L0006971 VOLUME 418563.449 3738010.005 45.81 LOCATION L0006972 VOLUME 418583.448 3738010.127 46.36 LOCATION L0006973 VOLUME 418603.448 3738010.250 46.99 LOCATION L0006974 VOLUME 418623.448 3738010.372 47.60 LOCATION L0006975 VOLUME 418643.447 3738010.495 48.01 LOCATION L0006976 VOLUME 418663.447 3738010.618 47.82 LOCATION L0006977 VOLUME 418683.446 3738010.740 47.20 LOCATION L0006978 VOLUME 418703.446 3738010.863 45.56 LOCATION L0006979 VOLUME 418723.394 3738009.641 43.86 LOCATION L0006980 VOLUME 418743.326 3738007.989 42.37 LOCATION L0006981 VOLUME 418763.258 3738006.338 41.61 LOCATION L0006982 VOLUME 418783.189 3738004.686 41.57 LOCATION L0006983 VOLUME 418803.121 3738003.034 41.77 LOCATION L0006984 VOLUME 418823.053 3738001.383 42.04 LOCATION L0006985 VOLUME 418842.984 3737999.731 42.39 LOCATION L0006986 VOLUME 418862.916 3737998.080 42.47 LOCATION L0006987 VOLUME 418882.848 3737996.428 42.95 LOCATION L0006988 VOLUME 418902.779 3737994.777 45.06 LOCATION L0006989 VOLUME 418922.735 3737993.534 49.44 LOCATION L0006990 VOLUME 418942.724 3737992.871 51.26 LOCATION L0006991 VOLUME 418962.713 3737992.209 51.81 LOCATION L0006992 VOLUME 418982.702 3737991.546 51.97 LOCATION L0006993 VOLUME 419002.691 3737990.884 51.53 LOCATION L0006994 VOLUME 419022.594 3737989.441 49.00 LOCATION L0006995 VOLUME 419042.246 3737985.726 48.25 LOCATION L0006996 VOLUME 419061.898 3737982.011 48.18 LOCATION L0006997 VOLUME 419081.549 3737978.295 48.28 LOCATION L0006998 VOLUME 419101.201 3737974.580 49.54 LOCATION L0006999 VOLUME 419120.853 3737970.864 49.89 Page 3 MainPlace_r.ADO LOCATION L0007000 VOLUME 419140.505 3737967.149 49.09 LOCATION L0007001 VOLUME 419160.157 3737963.433 47.82 LOCATION L0007002 VOLUME 419179.809 3737959.718 47.14 LOCATION L0007003 VOLUME 419199.461 3737956.002 46.83 LOCATION L0007004 VOLUME 419219.112 3737952.287 46.96 LOCATION L0007005 VOLUME 419238.764 3737948.572 47.34 LOCATION L0007006 VOLUME 419258.416 3737944.856 47.25 LOCATION L0007007 VOLUME 419278.068 3737941.141 45.59 LOCATION L0007008 VOLUME 419297.720 3737937.425 44.59 LOCATION L0007009 VOLUME 419317.555 3737934.904 43.96 LOCATION L0007010 VOLUME 419337.415 3737932.539 43.53 LOCATION L0007011 VOLUME 419357.275 3737930.173 43.11 LOCATION L0007012 VOLUME 419377.248 3737929.543 42.62 LOCATION L0007013 VOLUME 419397.246 3737929.305 42.10 LOCATION L0007014 VOLUME 419417.245 3737929.066 41.60 LOCATION L0007015 VOLUME 419437.243 3737928.828 41.14 LOCATION L0007016 VOLUME 419457.242 3737928.589 40.81 LOCATION L0007017 VOLUME 419477.241 3737928.350 40.60 LOCATION L0007018 VOLUME 419497.239 3737928.112 40.48 LOCATION L0007019 VOLUME 419517.238 3737927.873 40.42 LOCATION L0007020 VOLUME 419537.236 3737927.635 40.40 LOCATION L0007021 VOLUME 419557.235 3737927.396 40.33 LOCATION L0007022 VOLUME 419577.234 3737927.158 40.29 LOCATION L0007023 VOLUME 419597.232 3737926.919 40.27 LOCATION L0007024 VOLUME 419617.231 3737926.681 40.23 LOCATION L0007025 VOLUME 419637.229 3737926.442 40.18 LOCATION L0007026 VOLUME 419657.228 3737926.203 40.15 LOCATION L0007027 VOLUME 419677.226 3737925.965 41.61 LOCATION L0007028 VOLUME 419697.225 3737925.726 43.12 LOCATION L0007029 VOLUME 419717.224 3737925.535 40.46 LOCATION L0007030 VOLUME 419737.224 3737925.443 40.59 LOCATION L0007031 VOLUME 419757.224 3737925.351 40.98 LOCATION L0007032 VOLUME 419777.223 3737925.259 41.47 LOCATION L0007033 VOLUME 419797.223 3737925.167 42.03 LOCATION L0007034 VOLUME 419817.223 3737925.075 42.63 LOCATION L0007035 VOLUME 419837.223 3737924.983 43.24 LOCATION L0007036 VOLUME 419857.222 3737924.891 43.83 LOCATION L0007037 VOLUME 419877.222 3737924.799 44.42 LOCATION L0007038 VOLUME 419897.222 3737924.707 45.01 LOCATION L0007039 VOLUME 419917.222 3737924.615 45.60 LOCATION L0007040 VOLUME 419937.222 3737924.523 46.19 LOCATION L0007041 VOLUME 419957.221 3737924.431 46.78 LOCATION L0007042 VOLUME 419977.221 3737924.339 47.37 LOCATION L0007043 VOLUME 419997.221 3737924.248 48.00 LOCATION L0007044 VOLUME 420017.221 3737924.156 48.56 LOCATION L0007045 VOLUME 420037.221 3737924.064 49.11 ** End of LINE VOLUME Source ID = SLINE2 ** --------------------------------------------------------------------- Page 4 MainPlace_r.ADO ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3 ** DESCRSRC MainSt ** PREFIX ** Length of Side = 28.00 ** Configuration = Adjacent ** Emission Rate = 0.000015419 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 2 ** 419690.735, 3738149.975, 47.38, 3.70, 13.02 ** 419690.735, 3736869.042, 41.00, 3.70, 13.02 --------------------------------------------------------------------- ** LOCATION L0000480 VOLUME 419690.735 3738135.975 47.33 LOCATION L0000481 VOLUME 419690.735 3738107.975 47.37 LOCATION L0000482 VOLUME 419690.735 3738079.975 47.38 LOCATION L0000483 VOLUME 419690.735 3738051.975 47.45 LOCATION L0000484 VOLUME 419690.735 3738023.975 47.41 LOCATION L0000485 VOLUME 419690.735 3737995.975 47.35 LOCATION L0000486 VOLUME 419690.735 3737967.975 47.32 LOCATION L0000487 VOLUME 419690.735 3737939.975 44.90 LOCATION L0000488 VOLUME 419690.735 3737911.975 42.25 LOCATION L0000489 VOLUME 419690.735 3737883.975 44.57 LOCATION L0000490 VOLUME 419690.735 3737855.975 47.18 LOCATION L0000491 VOLUME 419690.735 3737827.975 47.09 LOCATION L0000492 VOLUME 419690.735 3737799.975 47.05 LOCATION L0000493 VOLUME 419690.735 3737771.975 46.99 LOCATION L0000494 VOLUME 419690.735 3737743.975 47.00 LOCATION L0000495 VOLUME 419690.735 3737715.975 46.95 LOCATION L0000496 VOLUME 419690.735 3737687.975 47.11 LOCATION L0000497 VOLUME 419690.735 3737659.975 47.16 LOCATION L0000498 VOLUME 419690.735 3737631.975 47.13 LOCATION L0000499 VOLUME 419690.735 3737603.975 47.15 LOCATION L0000500 VOLUME 419690.735 3737575.975 47.22 LOCATION L0000501 VOLUME 419690.735 3737547.975 47.27 LOCATION L0000502 VOLUME 419690.735 3737519.975 47.27 LOCATION L0000503 VOLUME 419690.735 3737491.975 47.27 LOCATION L0000504 VOLUME 419690.735 3737463.975 47.32 LOCATION L0000505 VOLUME 419690.735 3737435.975 47.28 LOCATION L0000506 VOLUME 419690.735 3737407.975 47.19 LOCATION L0000507 VOLUME 419690.735 3737379.975 47.04 LOCATION L0000508 VOLUME 419690.735 3737351.975 46.95 LOCATION L0000509 VOLUME 419690.735 3737323.975 46.80 LOCATION L0000510 VOLUME 419690.735 3737295.975 46.74 LOCATION L0000511 VOLUME 419690.735 3737267.975 46.71 LOCATION L0000512 VOLUME 419690.735 3737239.975 46.66 LOCATION L0000513 VOLUME 419690.735 3737211.975 46.58 LOCATION L0000514 VOLUME 419690.735 3737183.975 46.67 Page 5 LOCATION L0000515 VOLUME LOCATION L0000516 VOLUME LOCATION L0000517 VOLUME LOCATION L0000518 VOLUME LOCATION L0000519 VOLUME LOCATION L0000520 VOLUME LOCATION L0000521 VOLUME LOCATION L0000522 VOLUME LOCATION L0000523 VOLUME LOCATION L0000524 VOLUME LOCATION L0000525 VOLUME ** End of LINE VOLUME Source ID = MainPlace_r.ADO 419690.735 3737155.975 46.60 419690.735 3737127.975 44.46 419690.735 3737099.975 41.68 419690.735 3737071.975 46.91 419690.735 3737043.975 47.05 419690.735 3737015.975 46.59 419690.735 3736987.975 46.64 419690.735 3736959.975 46.94 419690.735 3736931.975 47.17 419690.735 3736903.975 46.45 419690.735 3736875.975 43.41 SLINE3 ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE4 ** DESCRSRC I-5 NB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 419663.396, 3736788.316, 37.99, 0.00, 18.60 ** 419610.600, 3736895.894, 41.87, 0.00, 18.60 ** 419408.071, 3737205.867, 42.46, 0.00, 18.60 ** 419323.036, 3737324.546, 45.08, 0.00, 18.60 ** 419174.164, 3737552.554, 43.45, 0.00, 18.60 ** 419083.342, 3737689.344, 43.17, 0.00, 18.60 ** 418995.300, 3737822.728, 42.89, 0.00, 18.60 ** 418791.710, 3738071.030, 42.30, 0.00, 18.60 --------------------------------------------------------------------- ** LOCATION L0007046 VOLUME LOCATION L0007047 VOLUME LOCATION L0007048 VOLUME LOCATION L0007049 VOLUME LOCATION L0007050 VOLUME LOCATION L0007051 VOLUME LOCATION L0007052 VOLUME LOCATION L0007053 VOLUME LOCATION L0007054 VOLUME LOCATION L0007055 VOLUME LOCATION L0007056 VOLUME LOCATION L0007057 VOLUME LOCATION L0007058 VOLUME LOCATION L0007059 VOLUME LOCATION L0007060 VOLUME LOCATION L0007061 VOLUME 419654.584 3736806.271 38.27 419636.961 3736842.179 39.48 419619.339 3736878.088 40.95 419599.570 3736912.775 42.19 419577.691 3736946.261 43.81 419555.812 3736979.747 47.55 419533.933 3737013.233 45.96 419512.054 3737046.719 45.83 419490.175 3737080.205 46.25 419468.296 3737113.691 46.44 419446.417 3737147.177 46.25 419424.538 3737180.663 42.84 419402.309 3737213.909 44.11 419379.011 3737246.424 45.72 419355.714 3737278.939 45.41 419332.416 3737311.454 45.10 Page 6 LOCATION L0007062 VOLUME LOCATION L0007063 VOLUME LOCATION L0007064 VOLUME LOCATION L0007065 VOLUME LOCATION L0007066 VOLUME LOCATION L0007067 VOLUME LOCATION L0007068 VOLUME LOCATION L0007069 VOLUME LOCATION L0007070 VOLUME LOCATION L0007071 VOLUME LOCATION L0007072 VOLUME LOCATION L0007073 VOLUME LOCATION L0007074 VOLUME LOCATION L0007075 VOLUME LOCATION L0007076 VOLUME LOCATION L0007077 VOLUME LOCATION L0007078 VOLUME LOCATION L0007079 VOLUME LOCATION L0007080 VOLUME LOCATION L0007081 VOLUME LOCATION L0007082 VOLUME LOCATION L0007083 VOLUME LOCATION L0007084 VOLUME ** End of LINE VOLUME Source ID MainPlace_r.ADO 419309.972 3737344.553 44.82 419288.104 3737378.046 44.47 419266.236 3737411.539 44.13 419244.367 3737445.032 43.90 419222.499 3737478.525 43.71 419200.631 3737512.018 43.65 419178.762 3737545.511 43.52 419156.691 3737578.870 43.39 419134.566 3737612.194 43.28 419112.440 3737645.518 43.22 419090.315 3737678.841 43.16 419068.251 3737712.206 43.10 419046.216 3737745.589 43.03 419024.181 3737778.973 43.12 419002.146 3737812.356 42.94 418977.818 3737844.050 42.80 418952.456 3737874.981 42.65 418927.094 3737905.913 42.51 418901.732 3737936.845 42.39 418876.370 3737967.777 42.50 418851.008 3737998.709 42.43 418825.647 3738029.640 42.30 418800.285 3738060.572 42.29 = SLINE4 ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5 ** DESCRSRC SR-22 WB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 418534.137, 3737984.902, 44.74, 3.70, 9.30 ** 418698.335, 3737984.232, 48.24, 3.70, 9.30 ** 418949.006, 3737981.395, 50.99, 3.70, 9.30 ** 419354.384, 3737899.159, 43.95, 3.70, 9.30 ** 419738.505, 3737903.268, 40.87, 3.70, 9.30 ** 420050.365, 3737898.645, 49.92, 3.70, 9.30 ** LOCATION L0007085 VOLUME 418544.137 3737984.861 45.30 LOCATION L0007086 VOLUME 418564.137 3737984.779 45.81 LOCATION L0007087 VOLUME 418584.136 3737984.698 46.36 LOCATION L0007088 VOLUME 418604.136 3737984.616 46.98 LOCATION L0007089 VOLUME 418624.136 3737984.535 47.58 LOCATION L0007090 VOLUME 418644.136 3737984.453 48.15 Page 7 MainPlace_r.ADO LOCATION L0007091 VOLUME 418664.136 3737984.371 48.69 LOCATION L0007092 VOLUME 418684.136 3737984.290 49.21 LOCATION L0007093 VOLUME 418704.135 3737984.166 48.58 LOCATION L0007094 VOLUME 418724.134 3737983.940 46.11 LOCATION L0007095 VOLUME 418744.133 3737983.713 42.26 LOCATION L0007096 VOLUME 418764.131 3737983.487 41.36 LOCATION L0007097 VOLUME 418784.130 3737983.261 41.30 LOCATION L0007098 VOLUME 418804.129 3737983.034 41.49 LOCATION L0007099 VOLUME 418824.127 3737982.808 41.78 LOCATION L0007100 VOLUME 418844.126 3737982.582 42.20 LOCATION L0007101 VOLUME 418864.125 3737982.355 42.36 LOCATION L0007102 VOLUME 418884.124 3737982.129 42.85 LOCATION L0007103 VOLUME 418904.122 3737981.903 44.63 LOCATION L0007104 VOLUME 418924.121 3737981.676 47.88 LOCATION L0007105 VOLUME 418944.120 3737981.450 50.54 LOCATION L0007106 VOLUME 418963.818 3737978.390 50.98 LOCATION L0007107 VOLUME 418983.418 3737974.414 51.02 LOCATION L0007108 VOLUME 419003.019 3737970.438 50.98 LOCATION L0007109 VOLUME 419022.620 3737966.461 50.98 LOCATION L0007110 VOLUME 419042.221 3737962.485 50.92 LOCATION L0007111 VOLUME 419061.821 3737958.509 50.05 LOCATION L0007112 VOLUME 419081.422 3737954.532 49.25 LOCATION L0007113 VOLUME 419101.023 3737950.556 48.27 LOCATION L0007114 VOLUME 419120.624 3737946.580 48.25 LOCATION L0007115 VOLUME 419140.224 3737942.604 48.62 LOCATION L0007116 VOLUME 419159.825 3737938.627 49.13 LOCATION L0007117 VOLUME 419179.426 3737934.651 48.82 LOCATION L0007118 VOLUME 419199.027 3737930.675 48.25 LOCATION L0007119 VOLUME 419218.627 3737926.699 47.64 LOCATION L0007120 VOLUME 419238.228 3737922.722 47.05 LOCATION L0007121 VOLUME 419257.829 3737918.746 46.53 LOCATION L0007122 VOLUME 419277.430 3737914.770 46.08 LOCATION L0007123 VOLUME 419297.030 3737910.793 45.64 LOCATION L0007124 VOLUME 419316.631 3737906.817 45.17 LOCATION L0007125 VOLUME 419336.232 3737902.841 44.64 LOCATION L0007126 VOLUME 419355.862 3737899.174 44.15 LOCATION L0007127 VOLUME 419375.861 3737899.388 43.58 LOCATION L0007128 VOLUME 419395.860 3737899.602 42.99 LOCATION L0007129 VOLUME 419415.859 3737899.816 42.41 LOCATION L0007130 VOLUME 419435.858 3737900.030 41.89 LOCATION L0007131 VOLUME 419455.856 3737900.244 41.50 LOCATION L0007132 VOLUME 419475.855 3737900.458 41.24 LOCATION L0007133 VOLUME 419495.854 3737900.672 41.09 LOCATION L0007134 VOLUME 419515.853 3737900.886 40.99 LOCATION L0007135 VOLUME 419535.852 3737901.100 40.86 LOCATION L0007136 VOLUME 419555.851 3737901.314 40.71 LOCATION L0007137 VOLUME 419575.850 3737901.528 40.58 LOCATION L0007138 VOLUME 419595.848 3737901.742 40.46 Page 8 LOCATION L0007139 VOLUME LOCATION L0007140 VOLUME LOCATION L0007141 VOLUME LOCATION L0007142 VOLUME LOCATION L0007143 VOLUME LOCATION L0007144 VOLUME LOCATION L0007145 VOLUME LOCATION L0007146 VOLUME LOCATION L0007147 VOLUME LOCATION L0007148 VOLUME LOCATION L0007149 VOLUME LOCATION L0007150 VOLUME LOCATION L0007151 VOLUME LOCATION L0007152 VOLUME LOCATION L0007153 VOLUME LOCATION L0007154 VOLUME LOCATION L0007155 VOLUME LOCATION L0007156 VOLUME LOCATION L0007157 VOLUME LOCATION L0007158 VOLUME LOCATION L0007159 VOLUME LOCATION L0007160 VOLUME ** End of LINE VOLUME Source ID = ** Source Parameters ** MainPlace_r.ADO 419615.847 3737901.956 40.39 419635.846 3737902.169 40.33 419655.845 3737902.383 40.28 419675.844 3737902.597 40.68 419695.843 3737902.811 41.36 419715.842 3737903.025 40.59 419735.840 3737903.239 40.75 419755.838 3737903.011 41.13 419775.836 3737902.714 41.61 419795.834 3737902.418 42.19 419815.832 3737902.122 42.79 419835.830 3737901.825 43.40 419855.827 3737901.529 44.00 419875.825 3737901.232 44.59 419895.823 3737900.936 45.19 419915.821 3737900.640 45.80 419935.819 3737900.343 46.39 419955.816 3737900.047 47.00 419975.814 3737899.750 47.61 419995.812 3737899.454 48.20 420015.810 3737899.158 48.81 420035.808 3737898.861 49.42 SLINE5 LIRE TOL11111E Source ID = SLIRE1 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 Page 9 MainPlace_r.ADO SRCPARAM L0006954 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006955 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006956 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006957 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006958 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006959 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006960 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006961 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006962 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006963 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006964 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006965 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006966 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006967 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006968 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006969 0.0000248718 3.70 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE2 SRCPARAM L0006970 0.000004079 3.70 9.30 2.84 SRCPARAM L0006971 0.000004079 3.70 9.30 2.84 SRCPARAM L0006972 0.000004079 3.70 9.30 2.84 SRCPARAM L0006973 0.000004079 3.70 9.30 2.84 SRCPARAM L0006974 0.000004079 3.70 9.30 2.84 SRCPARAM L0006975 0.000004079 3.70 9.30 2.84 SRCPARAM L0006976 0.000004079 3.70 9.30 2.84 SRCPARAM L0006977 0.000004079 3.70 9.30 2.84 SRCPARAM L0006978 0.000004079 3.70 9.30 2.84 SRCPARAM L0006979 0.000004079 3.70 9.30 2.84 SRCPARAM L0006980 0.000004079 3.70 9.30 2.84 SRCPARAM L0006981 0.000004079 3.70 9.30 2.84 SRCPARAM L0006982 0.000004079 3.70 9.30 2.84 SRCPARAM L0006983 0.000004079 3.70 9.30 2.84 SRCPARAM L0006984 0.000004079 3.70 9.30 2.84 SRCPARAM L0006985 0.000004079 3.70 9.30 2.84 SRCPARAM L0006986 0.000004079 3.70 9.30 2.84 SRCPARAM L0006987 0.000004079 3.70 9.30 2.84 SRCPARAM L0006988 0.000004079 3.70 9.30 2.84 SRCPARAM L0006989 0.000004079 3.70 9.30 2.84 SRCPARAM L0006990 0.000004079 3.70 9.30 2.84 SRCPARAM L0006991 0.000004079 3.70 9.30 2.84 SRCPARAM L0006992 0.000004079 3.70 9.30 2.84 SRCPARAM L0006993 0.000004079 3.70 9.30 2.84 SRCPARAM L0006994 0.000004079 3.70 9.30 2.84 SRCPARAM L0006995 0.000004079 3.70 9.30 2.84 SRCPARAM L0006996 0.000004079 3.70 9.30 2.84 SRCPARAM L0006997 0.000004079 3.70 9.30 2.84 SRCPARAM L0006998 0.000004079 3.70 9.30 2.84 SRCPARAM L0006999 0.000004079 3.70 9.30 2.84 Page 10 MainPlace DO ** ** LINE VOLUME Source ID = SLINE3 Page 11 MainPlace_r.ADO SRCPARAM L0000480 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000481 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000482 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000483 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000484 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000485 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000486 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000487 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000488 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000489 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000490 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000491 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000492 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000493 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000494 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000495 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000496 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000497 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000498 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000499 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000500 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000501 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000502 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000503 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000504 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000505 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000506 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000507 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000508 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000509 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000510 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000511 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000512 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000513 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000514 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000515 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000516 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000517 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000518 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000519 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000520 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000521 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000522 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000523 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000524 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000525 0.0000003352 3.70 13.02 2.84 ** ** LINE VOLUME Source ID = SLINE4 Page 12 MainPlace_r.ADO SRCPARAM L0007046 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007047 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007048 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007049 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007050 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007051 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007052 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007053 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007054 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007055 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007056 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007057 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007058 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007059 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007060 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007061 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007062 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007063 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007064 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007065 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007066 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007067 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007068 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007069 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007070 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007071 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007072 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007073 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007074 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007075 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007076 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007077 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007078 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007079 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007080 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007081 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007082 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007083 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007084 0.0000248718 0.00 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE5 SRCPARAM L0007085 0.000004079 3.70 9.30 2.84 SRCPARAM L0007086 0.000004079 3.70 9.30 2.84 SRCPARAM L0007087 0.000004079 3.70 9.30 2.84 SRCPARAM L0007088 0.000004079 3.70 9.30 2.84 SRCPARAM L0007089 0.000004079 3.70 9.30 2.84 SRCPARAM L0007090 0.000004079 3.70 9.30 2.84 SRCPARAM L0007091 0.000004079 3.70 9.30 2.84 Page 13 MainPlace_r.ADO SRCGROUP SRCGPI L0000515 L0000516 L0000517 L0000518 L0000519 L0000520 SRCGROUP SRCGPI L0000521 L0000522 L0000523 L0000524 L0000525 L0007046 SRCGROUP SRCGPI L0007047 L0007048 L0007049 L0007050 L0007051 L0007052 SRCGROUP SRCGPI L0007053 L0007054 L0007055 L0007056 L0007057 L0007058 SRCGROUP SRCGPI L0007059 L0007060 L0007061 L0007062 L0007063 L0007064 SRCGROUP SRCGPI L0007065 L0007066 L0007067 L0007068 L0007069 L0007070 SRCGROUP SRCGPI L0007071 L0007072 L0007073 L0007074 L0007075 L0007076 SRCGROUP SRCGPI L0007077 L0007078 L0007079 L0007080 L0007081 L0007082 SRCGROUP SRCGPI L0007083 L0007084 L0007085 L0007086 L0007087 L0007088 SRCGROUP SRCGPI L0007089 L0007090 L0007091 L0007092 L0007093 L0007094 SRCGROUP SRCGPI L0007095 L0007096 L0007097 L0007098 L0007099 L0007100 SRCGROUP SRCGPI L0007101 L0007102 L0007103 L0007104 L0007105 L0007106 SRCGROUP SRCGPI L0007107 L0007108 L0007109 L0007110 L0007111 L0007112 SRCGROUP SRCGPI L0007113 L0007114 L0007115 L0007116 L0007117 L0007118 SRCGROUP SRCGPI L0007119 L0007120 L0007121 L0007122 L0007123 L0007124 SRCGROUP SRCGPI L0007125 L0007126 L0007127 L0007128 L0007129 L0007130 SRCGROUP SRCGPI L0007131 L0007132 L0007133 L0007134 L0007135 L0007136 SRCGROUP SRCGPI L0007137 L0007138 L0007139 L0007140 L0007141 L0007142 SRCGROUP SRCGPI L0007143 L0007144 L0007145 L0007146 L0007147 L0007148 SRCGROUP SRCGPI L0007149 L0007150 L0007151 L0007152 L0007153 L0007154 SRCGROUP SRCGPI L0007155 L0007156 L0007157 L0007158 L0007159 L0007160 SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED MainPlace_r.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE KSNA_V9_ADIU\KSNA_v9.SFC PROFFILE KSNA_V9_ADIU\KSNA_v9.PFL SURFDATA 93184 2012 UAIRDATA 3190 2012 PROFBASE 17.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway Page 16 MainPlace_r.ADO **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto -Generated Plotfiles PLOTFILE 1 ALL 1ST MAINPLACE_R.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST MAINPLACE_R.AD\24H1GALL.PLT 32 PLOTFILE 1 SRCGPI 1ST MAINPLACE_R.AD\01H1GO01.PLT 33 PLOTFILE 24 SRCGPI 1ST MAINPLACE_R.AD\24H1G001.PLT 34 PLOTFILE ANNUAL ALL MAINPLACE_R.AD\AN00GALL.PLT 35 PLOTFILE ANNUAL SRCGPI MAINPLACE_R.AD\AN00G000.PLT 36 SUMMFILE MainPlace_r.sum OU FINISHED *** Message Summary For AERMOD Model Setup *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 0 Informational Message(s) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET *********************************** *** SETUP Finishes Successfully *** *********************************** T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 1 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 17 MainPlace r.ADO *** MODEL SETUP OPTIONS SUMMARY *** **Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIC -- **NO GAS DEPOSITION Data Provided. **NO PARTICLE DEPOSITION Data Provided. **Model Uses NO DRY DEPLETION. DRYDPLT = F **Model Uses NO WET DEPLETION. WETDPLT = F **Model Uses URBAN Dispersion Algorithm for the SBL for 276 Source(s), for Total of 1 Urban Area(s): Urban Population = 3010232.0 ; Urban Roughness Length = 1.000 m **Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay. 6. Urban Roughness Length of 1.0 Meter Assumed. **Other Options Specified: ADJ_U* - Use ADJ_U* option for SBL in AERMET CCVR_Sub - Meteorological data includes CCVR substitutions TEMP —Sub - Meteorological data includes TEMP substitutions **Model Accepts FLAGPOLE Receptor Heights. **The User Specified a Pollutant Type of: PM_10 **Model Calculates 2 Short Term Average(s) of: 1-HR 24-HR and Calculates ANNUAL Averages **This Run Includes: 276 Source(s); 2 Source Group(s); and 536 Receptor(s) with: 0 POINT(s), including 0 POINTCAP(s) and 0 POINTHOR(s) and: 276 VOLUME source(s) and: 0 AREA type source(s) and: 0 LINE source(s) and: 0 OPENPIT source(s) and: 0 BUOYANT LINE source(s) with 0 line(s) Page 18 MainPlace r.ADO **Model Set To Continue RUNning After the Setup Testing. **The AERMET Input Meteorological Data Version Date: 16216 **Output Options Selected: Model Outputs Tables of ANNUAL Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword) **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours **Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 17.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07 Output Units = MICROGRAMS/M**3 **Approximate Storage Requirements of Model = 3.7 MB of RAM. **Input Runstream File: aermod.inp **Output Print File: aermod.out **Detailed Error/Message File: MainPlace_r.err **File for Summary of Results: MainPlace_r.sum T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 2 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** Page 19 MainPlace r.ADO NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006931 - - - - 0 - - - - 0.24872E-04 - - - - - 419622.0 3736800.9 39.7 3.70 18.60 2.84 YES L0006932 0 0.24872E-04 419603.6 3736836.5 41.0 3.70 18.60 2.84 YES L0006933 0 0.24872E-04 419585.2 3736872.0 42.1 3.70 18.60 2.84 YES L0006934 0 0.24872E-04 419566.9 3736907.5 43.3 3.70 18.60 2.84 YES L0006935 0 0.24872E-04 419546.9 3736942.1 44.3 3.70 18.60 2.84 YES L0006936 0 0.24872E-04 419524.9 3736975.5 45.1 3.70 18.60 2.84 YES L0006937 0 0.24872E-04 419502.9 3737008.9 45.6 3.70 18.60 2.84 YES L0006938 0 0.24872E-04 419480.9 3737042.3 46.0 3.70 18.60 2.84 YES L0006939 0 0.24872E-04 419458.9 3737075.7 46.3 3.70 18.60 2.84 YES L0006940 0 0.24872E-04 419436.9 3737109.1 46.3 3.70 18.60 2.84 YES L0006941 0 0.24872E-04 419414.9 3737142.5 45.5 3.70 18.60 2.84 YES L0006942 0 0.24872E-04 419392.9 3737175.9 42.3 3.70 18.60 2.84 YES L0006943 0 0.24872E-04 419370.9 3737209.3 45.0 3.70 18.60 2.84 YES L0006944 0 0.24872E-04 419348.8 3737242.7 45.3 3.70 18.60 2.84 YES L0006945 0 0.24872E-04 419326.5 3737275.9 45.0 3.70 18.60 2.84 YES L0006946 0 0.24872E-04 419304.2 3737309.1 44.7 3.70 18.60 2.84 YES L0006947 0 0.24872E-04 419281.9 3737342.3 44.4 3.70 18.60 2.84 YES L0006948 0 0.24872E-04 419259.5 3737375.5 44.1 3.70 18.60 2.84 YES L0006949 0 0.24872E-04 419237.2 3737408.7 43.8 3.70 18.60 2.84 YES Page 20 MainPlace r.ADO L0006950 0 0.24872E-04 419214.8 3737441.8 43.6 3.70 18.60 2.84 YES L0006951 0 0.24872E-04 419192.5 3737475.0 43.4 3.70 18.60 2.84 YES L0006952 0 0.24872E-04 419170.2 3737508.2 43.3 3.70 18.60 2.84 YES L0006953 0 0.24872E-04 419147.8 3737541.4 43.3 3.70 18.60 2.84 YES L0006954 0 0.24872E-04 419125.5 3737574.6 43.2 3.70 18.60 2.84 YES L0006955 0 0.24872E-04 419103.2 3737607.7 43.1 3.70 18.60 2.84 YES L0006956 0 0.24872E-04 419080.8 3737640.9 43.0 3.70 18.60 2.84 YES L0006957 0 0.24872E-04 419058.3 3737674.0 42.9 3.70 18.60 2.84 YES L0006958 0 0.24872E-04 419035.9 3737707.1 42.8 3.70 18.60 2.84 YES L0006959 0 0.24872E-04 419013.4 3737740.2 42.6 3.70 18.60 2.84 YES L0006960 0 0.24872E-04 418991.0 3737773.3 42.7 3.70 18.60 2.84 YES L0006961 0 0.24872E-04 418968.5 3737806.4 42.8 3.70 18.60 2.84 YES L0006962 0 0.24872E-04 418946.1 3737839.5 42.8 3.70 18.60 2.84 YES L0006963 0 0.24872E-04 418923.6 3737872.6 42.8 3.70 18.60 2.84 YES L0006964 0 0.24872E-04 418901.1 3737905.7 42.2 3.70 18.60 2.84 YES L0006965 0 0.24872E-04 418876.1 3737936.8 42.1 3.70 18.60 2.84 YES L0006966 0 0.24872E-04 418848.5 3737965.7 42.0 3.70 18.60 2.84 YES L0006967 0 0.24872E-04 418820.9 3737994.6 41.9 3.70 18.60 2.84 YES L0006968 0 0.24872E-04 418793.2 3738023.5 41.9 3.70 18.60 2.84 YES L0006969 0 0.24872E-04 418765.6 3738052.4 42.0 3.70 18.60 2.84 YES L0006970 0 0.40790E-05 418543.4 3738009.9 45.3 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 3 Page 21 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006971 - - - - 0 - - - - 0.40790E-05 - - - - - 418563.4 3738010.0 45.8 3.70 9.30 2.84 YES L0006972 0 0.40790E-05 418583.4 3738010.1 46.4 3.70 9.30 2.84 YES L0006973 0 0.40790E-05 418603.4 3738010.2 47.0 3.70 9.30 2.84 YES L0006974 0 0.40790E-05 418623.4 3738010.4 47.6 3.70 9.30 2.84 YES L0006975 0 0.40790E-05 418643.4 3738010.5 48.0 3.70 9.30 2.84 YES L0006976 0 0.40790E-05 418663.4 3738010.6 47.8 3.70 9.30 2.84 YES L0006977 0 0.40790E-05 418683.4 3738010.7 47.2 3.70 9.30 2.84 YES L0006978 0 0.40790E-05 418703.4 3738010.9 45.6 3.70 9.30 2.84 YES L0006979 0 0.40790E-05 418723.4 3738009.6 43.9 3.70 9.30 2.84 YES L0006980 0 0.40790E-05 418743.3 3738008.0 42.4 3.70 9.30 2.84 YES L0006981 0 0.40790E-05 418763.3 3738006.3 41.6 3.70 9.30 2.84 YES L0006982 0 0.40790E-05 418783.2 3738004.7 41.6 3.70 9.30 2.84 YES L0006983 0 0.40790E-05 418803.1 3738003.0 41.8 3.70 9.30 2.84 YES L0006984 0 0.40790E-05 418823.1 3738001.4 42.0 3.70 9.30 2.84 YES L0006985 0 0.40790E-05 418843.0 3737999.7 42.4 3.70 9.30 2.84 YES L0006986 0 0.40790E-05 418862.9 3737998.1 42.5 3.70 9.30 2.84 YES L0006987 0 0.40790E-05 418882.8 3737996.4 42.9 3.70 9.30 2.84 YES Page 22 MainPlace r.ADO L0006988 0 0.40790E-05 418902.8 3737994.8 45.1 3.70 9.30 2.84 YES L0006989 0 0.40790E-05 418922.7 3737993.5 49.4 3.70 9.30 2.84 YES L0006990 0 0.40790E-05 418942.7 3737992.9 51.3 3.70 9.30 2.84 YES L0006991 0 0.40790E-05 418962.7 3737992.2 51.8 3.70 9.30 2.84 YES L0006992 0 0.40790E-05 418982.7 3737991.5 52.0 3.70 9.30 2.84 YES L0006993 0 0.40790E-05 419002.7 3737990.9 51.5 3.70 9.30 2.84 YES L0006994 0 0.40790E-05 419022.6 3737989.4 49.0 3.70 9.30 2.84 YES L0006995 0 0.40790E-05 419042.2 3737985.7 48.2 3.70 9.30 2.84 YES L0006996 0 0.40790E-05 419061.9 3737982.0 48.2 3.70 9.30 2.84 YES L0006997 0 0.40790E-05 419081.5 3737978.3 48.3 3.70 9.30 2.84 YES L0006998 0 0.40790E-05 419101.2 3737974.6 49.5 3.70 9.30 2.84 YES L0006999 0 0.40790E-05 419120.9 3737970.9 49.9 3.70 9.30 2.84 YES L0007000 0 0.40790E-05 419140.5 3737967.1 49.1 3.70 9.30 2.84 YES L0007001 0 0.40790E-05 419160.2 3737963.4 47.8 3.70 9.30 2.84 YES L0007002 0 0.40790E-05 419179.8 3737959.7 47.1 3.70 9.30 2.84 YES L0007003 0 0.40790E-05 419199.5 3737956.0 46.8 3.70 9.30 2.84 YES L0007004 0 0.40790E-05 419219.1 3737952.3 47.0 3.70 9.30 2.84 YES L0007005 0 0.40790E-05 419238.8 3737948.6 47.3 3.70 9.30 2.84 YES L0007006 0 0.40790E-05 419258.4 3737944.9 47.2 3.70 9.30 2.84 YES L0007007 0 0.40790E-05 419278.1 3737941.1 45.6 3.70 9.30 2.84 YES L0007008 0 0.40790E-05 419297.7 3737937.4 44.6 3.70 9.30 2.84 YES L0007009 0 0.40790E-05 419317.6 3737934.9 44.0 3.70 9.30 2.84 YES L0007010 0 0.40790E-05 419337.4 3737932.5 43.5 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 Page 23 MainPlace_r.ADO *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 4 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007011 - - - - 0 - - - - 0.40790E-05 - - - - - 419357.3 3737930.2 43.1 3.70 9.30 2.84 YES L0007012 0 0.40790E-05 419377.2 3737929.5 42.6 3.70 9.30 2.84 YES L0007013 0 0.40790E-05 419397.2 3737929.3 42.1 3.70 9.30 2.84 YES L0007014 0 0.40790E-05 419417.2 3737929.1 41.6 3.70 9.30 2.84 YES L0007015 0 0.40790E-05 419437.2 3737928.8 41.1 3.70 9.30 2.84 YES L0007016 0 0.40790E-05 419457.2 3737928.6 40.8 3.70 9.30 2.84 YES L0007017 0 0.40790E-05 419477.2 3737928.3 40.6 3.70 9.30 2.84 YES L0007018 0 0.40790E-05 419497.2 3737928.1 40.5 3.70 9.30 2.84 YES L0007019 0 0.40790E-05 419517.2 3737927.9 40.4 3.70 9.30 2.84 YES L0007020 0 0.40790E-05 419537.2 3737927.6 40.4 3.70 9.30 2.84 YES L0007021 0 0.40790E-05 419557.2 3737927.4 40.3 3.70 9.30 2.84 YES L0007022 0 0.40790E-05 419577.2 3737927.2 40.3 3.70 9.30 2.84 YES L0007023 0 0.40790E-05 419597.2 3737926.9 40.3 3.70 9.30 2.84 YES L0007024 0 0.40790E-05 419617.2 3737926.7 40.2 3.70 9.30 2.84 YES L0007025 0 0.40790E-05 419637.2 3737926.4 40.2 3.70 9.30 2.84 YES Page 24 MainPlace r.ADO L0007026 0 0.40790E-05 419657.2 3737926.2 40.1 3.70 9.30 2.84 YES L0007027 0 0.40790E-05 419677.2 3737926.0 41.6 3.70 9.30 2.84 YES L0007028 0 0.40790E-05 419697.2 3737925.7 43.1 3.70 9.30 2.84 YES L0007029 0 0.40790E-05 419717.2 3737925.5 40.5 3.70 9.30 2.84 YES L0007030 0 0.40790E-05 419737.2 3737925.4 40.6 3.70 9.30 2.84 YES L0007031 0 0.40790E-05 419757.2 3737925.4 41.0 3.70 9.30 2.84 YES L0007032 0 0.40790E-05 419777.2 3737925.3 41.5 3.70 9.30 2.84 YES L0007033 0 0.40790E-05 419797.2 3737925.2 42.0 3.70 9.30 2.84 YES L0007034 0 0.40790E-05 419817.2 3737925.1 42.6 3.70 9.30 2.84 YES L0007035 0 0.40790E-05 419837.2 3737925.0 43.2 3.70 9.30 2.84 YES L0007036 0 0.40790E-05 419857.2 3737924.9 43.8 3.70 9.30 2.84 YES L0007037 0 0.40790E-05 419877.2 3737924.8 44.4 3.70 9.30 2.84 YES L0007038 0 0.40790E-05 419897.2 3737924.7 45.0 3.70 9.30 2.84 YES L0007039 0 0.40790E-05 419917.2 3737924.6 45.6 3.70 9.30 2.84 YES L0007040 0 0.40790E-05 419937.2 3737924.5 46.2 3.70 9.30 2.84 YES L0007041 0 0.40790E-05 419957.2 3737924.4 46.8 3.70 9.30 2.84 YES L0007042 0 0.40790E-05 419977.2 3737924.3 47.4 3.70 9.30 2.84 YES L0007043 0 0.40790E-05 419997.2 3737924.2 48.0 3.70 9.30 2.84 YES L0007044 0 0.40790E-05 420017.2 3737924.2 48.6 3.70 9.30 2.84 YES L0007045 0 0.40790E-05 420037.2 3737924.1 49.1 3.70 9.30 2.84 YES L0000480 0 0.33520E-06 419690.7 3738136.0 47.3 3.70 13.02 2.84 YES L0000481 0 0.33520E-06 419690.7 3738108.0 47.4 3.70 13.02 2.84 YES L0000482 0 0.33520E-06 419690.7 3738080.0 47.4 3.70 13.02 2.84 YES L0000483 0 0.33520E-06 419690.7 3738052.0 47.4 3.70 13.02 2.84 YES Page 25 MainPlace r.ADO L0000484 0 0.33520E-06 419690.7 3738024.0 47.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 5 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000485 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3737996.0 47.3 3.70 13.02 2.84 YES L0000486 0 0.33520E-06 419690.7 3737968.0 47.3 3.70 13.02 2.84 YES L0000487 0 0.33520E-06 419690.7 3737940.0 44.9 3.70 13.02 2.84 YES L0000488 0 0.33520E-06 419690.7 3737912.0 42.2 3.70 13.02 2.84 YES L0000489 0 0.33520E-06 419690.7 3737884.0 44.6 3.70 13.02 2.84 YES L0000490 0 0.33520E-06 419690.7 3737856.0 47.2 3.70 13.02 2.84 YES L0000491 0 0.33520E-06 419690.7 3737828.0 47.1 3.70 13.02 2.84 YES L0000492 0 0.33520E-06 419690.7 3737800.0 47.0 3.70 13.02 2.84 YES L0000493 0 0.33520E-06 419690.7 3737772.0 47.0 3.70 13.02 2.84 YES L0000494 0 0.33520E-06 419690.7 3737744.0 47.0 3.70 13.02 2.84 YES L0000495 0 0.33520E-06 419690.7 3737716.0 46.9 3.70 13.02 2.84 YES L0000496 0 0.33520E-06 419690.7 3737688.0 47.1 3.70 13.02 2.84 YES L0000497 0 0.33520E-06 419690.7 3737660.0 47.2 3.70 13.02 2.84 YES Page 26 MainPlace r.ADO L0000498 0 0.33520E-06 419690.7 3737632.0 47.1 3.70 13.02 2.84 YES L0000499 0 0.33520E-06 419690.7 3737604.0 47.1 3.70 13.02 2.84 YES L0000500 0 0.33520E-06 419690.7 3737576.0 47.2 3.70 13.02 2.84 YES L0000501 0 0.33520E-06 419690.7 3737548.0 47.3 3.70 13.02 2.84 YES L0000502 0 0.33520E-06 419690.7 3737520.0 47.3 3.70 13.02 2.84 YES L0000503 0 0.33520E-06 419690.7 3737492.0 47.3 3.70 13.02 2.84 YES L0000504 0 0.33520E-06 419690.7 3737464.0 47.3 3.70 13.02 2.84 YES L0000505 0 0.33520E-06 419690.7 3737436.0 47.3 3.70 13.02 2.84 YES L0000506 0 0.33520E-06 419690.7 3737408.0 47.2 3.70 13.02 2.84 YES L0000507 0 0.33520E-06 419690.7 3737380.0 47.0 3.70 13.02 2.84 YES L0000508 0 0.33520E-06 419690.7 3737352.0 46.9 3.70 13.02 2.84 YES L0000509 0 0.33520E-06 419690.7 3737324.0 46.8 3.70 13.02 2.84 YES L0000510 0 0.33520E-06 419690.7 3737296.0 46.7 3.70 13.02 2.84 YES L0000511 0 0.33520E-06 419690.7 3737268.0 46.7 3.70 13.02 2.84 YES L0000512 0 0.33520E-06 419690.7 3737240.0 46.7 3.70 13.02 2.84 YES L0000513 0 0.33520E-06 419690.7 3737212.0 46.6 3.70 13.02 2.84 YES L0000514 0 0.33520E-06 419690.7 3737184.0 46.7 3.70 13.02 2.84 YES L0000515 0 0.33520E-06 419690.7 3737156.0 46.6 3.70 13.02 2.84 YES L0000516 0 0.33520E-06 419690.7 3737128.0 44.5 3.70 13.02 2.84 YES L0000517 0 0.33520E-06 419690.7 3737100.0 41.7 3.70 13.02 2.84 YES L0000518 0 0.33520E-06 419690.7 3737072.0 46.9 3.70 13.02 2.84 YES L0000519 0 0.33520E-06 419690.7 3737044.0 47.0 3.70 13.02 2.84 YES L0000520 0 0.33520E-06 419690.7 3737016.0 46.6 3.70 13.02 2.84 YES L0000521 0 0.33520E-06 419690.7 3736988.0 46.6 3.70 13.02 2.84 YES Page 27 MainPlace r.ADO L0000522 0 0.33520E-06 419690.7 3736960.0 46.9 3.70 13.02 2.84 YES L0000523 0 0.33520E-06 419690.7 3736932.0 47.2 3.70 13.02 2.84 YES L0000524 0 0.33520E-06 419690.7 3736904.0 46.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 6 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000525 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3736876.0 43.4 3.70 13.02 2.84 YES L0007046 0 0.24872E-04 419654.6 3736806.3 38.3 0.00 18.60 2.84 YES L0007047 0 0.24872E-04 419637.0 3736842.2 39.5 0.00 18.60 2.84 YES L0007048 0 0.24872E-04 419619.3 3736878.1 40.9 0.00 18.60 2.84 YES L0007049 0 0.24872E-04 419599.6 3736912.8 42.2 0.00 18.60 2.84 YES L0007050 0 0.24872E-04 419577.7 3736946.3 43.8 0.00 18.60 2.84 YES L0007051 0 0.24872E-04 419555.8 3736979.7 47.5 0.00 18.60 2.84 YES L0007052 0 0.24872E-04 419533.9 3737013.2 46.0 0.00 18.60 2.84 YES L0007053 0 0.24872E-04 419512.1 3737046.7 45.8 0.00 18.60 2.84 YES L0007054 0 0.24872E-04 419490.2 3737080.2 46.2 0.00 18.60 2.84 YES L0007055 0 0.24872E-04 419468.3 3737113.7 46.4 0.00 18.60 2.84 YES Page 28 MainPlace r.ADO L0007056 0 0.24872E-04 419446.4 3737147.2 46.2 0.00 18.60 2.84 YES L0007057 0 0.24872E-04 419424.5 3737180.7 42.8 0.00 18.60 2.84 YES L0007058 0 0.24872E-04 419402.3 3737213.9 44.1 0.00 18.60 2.84 YES L0007059 0 0.24872E-04 419379.0 3737246.4 45.7 0.00 18.60 2.84 YES L0007060 0 0.24872E-04 419355.7 3737278.9 45.4 0.00 18.60 2.84 YES L0007061 0 0.24872E-04 419332.4 3737311.5 45.1 0.00 18.60 2.84 YES L0007062 0 0.24872E-04 419310.0 3737344.6 44.8 0.00 18.60 2.84 YES L0007063 0 0.24872E-04 419288.1 3737378.0 44.5 0.00 18.60 2.84 YES L0007064 0 0.24872E-04 419266.2 3737411.5 44.1 0.00 18.60 2.84 YES L0007065 0 0.24872E-04 419244.4 3737445.0 43.9 0.00 18.60 2.84 YES L0007066 0 0.24872E-04 419222.5 3737478.5 43.7 0.00 18.60 2.84 YES L0007067 0 0.24872E-04 419200.6 3737512.0 43.6 0.00 18.60 2.84 YES L0007068 0 0.24872E-04 419178.8 3737545.5 43.5 0.00 18.60 2.84 YES L0007069 0 0.24872E-04 419156.7 3737578.9 43.4 0.00 18.60 2.84 YES L0007070 0 0.24872E-04 419134.6 3737612.2 43.3 0.00 18.60 2.84 YES L0007071 0 0.24872E-04 419112.4 3737645.5 43.2 0.00 18.60 2.84 YES L0007072 0 0.24872E-04 419090.3 3737678.8 43.2 0.00 18.60 2.84 YES L0007073 0 0.24872E-04 419068.3 3737712.2 43.1 0.00 18.60 2.84 YES L0007074 0 0.24872E-04 419046.2 3737745.6 43.0 0.00 18.60 2.84 YES L0007075 0 0.24872E-04 419024.2 3737779.0 43.1 0.00 18.60 2.84 YES L0007076 0 0.24872E-04 419002.1 3737812.4 42.9 0.00 18.60 2.84 YES L0007077 0 0.24872E-04 418977.8 3737844.0 42.8 0.00 18.60 2.84 YES L0007078 0 0.24872E-04 418952.5 3737875.0 42.6 0.00 18.60 2.84 YES L0007079 0 0.24872E-04 418927.1 3737905.9 42.5 0.00 18.60 2.84 YES Page 29 MainPlace_r.ADO L0007080 0 0.24872E-04 418901.7 3737936.8 2.84 YES L0007081 0 0.24872E-04 418876.4 3737967.8 2.84 YES L0007082 0 0.24872E-04 418851.0 3737998.7 2.84 YES L0007083 0 0.24872E-04 418825.6 3738029.6 2.84 YES L0007084 0 0.24872E-04 418800.3 3738060.6 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 42.4 0.00 18.60 42.5 0.00 18.60 42.4 0.00 18.60 42.3 0.00 18.60 42.3 0.00 18.60 PAGE 7 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 12/29/18 *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007085 - - - - 0 - - - - 0.40790E-05 - - - - - 418544.1 3737984.9 45.3 3.70 9.30 2.84 YES L0007086 0 0.40790E-05 418564.1 3737984.8 45.8 3.70 9.30 2.84 YES L0007087 0 0.40790E-05 418584.1 3737984.7 46.4 3.70 9.30 2.84 YES L0007088 0 0.40790E-05 418604.1 3737984.6 47.0 3.70 9.30 2.84 YES L0007089 0 0.40790E-05 418624.1 3737984.5 47.6 3.70 9.30 2.84 YES L0007090 0 0.40790E-05 418644.1 3737984.5 48.1 3.70 9.30 2.84 YES L0007091 0 0.40790E-05 418664.1 3737984.4 48.7 3.70 9.30 2.84 YES L0007092 0 0.40790E-05 418684.1 3737984.3 49.2 3.70 9.30 2.84 YES L0007093 0 0.40790E-05 418704.1 3737984.2 48.6 3.70 9.30 2.84 YES Page 30 MainPlace r.ADO L0007094 0 0.40790E-05 418724.1 3737983.9 46.1 3.70 9.30 2.84 YES L0007095 0 0.40790E-05 418744.1 3737983.7 42.3 3.70 9.30 2.84 YES L0007096 0 0.40790E-05 418764.1 3737983.5 41.4 3.70 9.30 2.84 YES L0007097 0 0.40790E-05 418784.1 3737983.3 41.3 3.70 9.30 2.84 YES L0007098 0 0.40790E-05 418804.1 3737983.0 41.5 3.70 9.30 2.84 YES L0007099 0 0.40790E-05 418824.1 3737982.8 41.8 3.70 9.30 2.84 YES L0007100 0 0.40790E-05 418844.1 3737982.6 42.2 3.70 9.30 2.84 YES L0007101 0 0.40790E-05 418864.1 3737982.4 42.4 3.70 9.30 2.84 YES L0007102 0 0.40790E-05 418884.1 3737982.1 42.8 3.70 9.30 2.84 YES L0007103 0 0.40790E-05 418904.1 3737981.9 44.6 3.70 9.30 2.84 YES L0007104 0 0.40790E-05 418924.1 3737981.7 47.9 3.70 9.30 2.84 YES L0007105 0 0.40790E-05 418944.1 3737981.4 50.5 3.70 9.30 2.84 YES L0007106 0 0.40790E-05 418963.8 3737978.4 51.0 3.70 9.30 2.84 YES L0007107 0 0.40790E-05 418983.4 3737974.4 51.0 3.70 9.30 2.84 YES L0007108 0 0.40790E-05 419003.0 3737970.4 51.0 3.70 9.30 2.84 YES L0007109 0 0.40790E-05 419022.6 3737966.5 51.0 3.70 9.30 2.84 YES L0007110 0 0.40790E-05 419042.2 3737962.5 50.9 3.70 9.30 2.84 YES L0007111 0 0.40790E-05 419061.8 3737958.5 50.0 3.70 9.30 2.84 YES L0007112 0 0.40790E-05 419081.4 3737954.5 49.2 3.70 9.30 2.84 YES L0007113 0 0.40790E-05 419101.0 3737950.6 48.3 3.70 9.30 2.84 YES L0007114 0 0.40790E-05 419120.6 3737946.6 48.2 3.70 9.30 2.84 YES L0007115 0 0.40790E-05 419140.2 3737942.6 48.6 3.70 9.30 2.84 YES L0007116 0 0.40790E-05 419159.8 3737938.6 49.1 3.70 9.30 2.84 YES L0007117 0 0.40790E-05 419179.4 3737934.7 48.8 3.70 9.30 2.84 YES Page 31 MainPlace_r.ADO L0007118 0 0.40790E-05 419199.0 3737930.7 48.2 3.70 9.30 2.84 YES L0007119 0 0.40790E-05 419218.6 3737926.7 47.6 3.70 9.30 2.84 YES L0007120 0 0.40790E-05 419238.2 3737922.7 47.0 3.70 9.30 2.84 YES L0007121 0 0.40790E-05 419257.8 3737918.7 46.5 3.70 9.30 2.84 YES L0007122 0 0.40790E-05 419277.4 3737914.8 46.1 3.70 9.30 2.84 YES L0007123 0 0.40790E-05 419297.0 3737910.8 45.6 3.70 9.30 2.84 YES L0007124 0 0.40790E-05 419316.6 3737906.8 45.2 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 8 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007125 - - - - 0 - - - - 0.40790E-05 - - - - - 419336.2 3737902.8 44.6 3.70 9.30 2.84 YES L0007126 0 0.40790E-05 419355.9 3737899.2 44.1 3.70 9.30 2.84 YES L0007127 0 0.40790E-05 419375.9 3737899.4 43.6 3.70 9.30 2.84 YES L0007128 0 0.40790E-05 419395.9 3737899.6 43.0 3.70 9.30 2.84 YES L0007129 0 0.40790E-05 419415.9 3737899.8 42.4 3.70 9.30 2.84 YES L0007130 0 0.40790E-05 419435.9 3737900.0 41.9 3.70 9.30 2.84 YES L0007131 0 0.40790E-05 419455.9 3737900.2 41.5 3.70 9.30 2.84 YES Page 32 MainPlace r.ADO L0007132 0 0.40790E-05 419475.9 3737900.5 41.2 3.70 9.30 2.84 YES L0007133 0 0.40790E-05 419495.9 3737900.7 41.1 3.70 9.30 2.84 YES L0007134 0 0.40790E-05 419515.9 3737900.9 41.0 3.70 9.30 2.84 YES L0007135 0 0.40790E-05 419535.9 3737901.1 40.9 3.70 9.30 2.84 YES L0007136 0 0.40790E-05 419555.9 3737901.3 40.7 3.70 9.30 2.84 YES L0007137 0 0.40790E-05 419575.8 3737901.5 40.6 3.70 9.30 2.84 YES L0007138 0 0.40790E-05 419595.8 3737901.7 40.5 3.70 9.30 2.84 YES L0007139 0 0.40790E-05 419615.8 3737902.0 40.4 3.70 9.30 2.84 YES L0007140 0 0.40790E-05 419635.8 3737902.2 40.3 3.70 9.30 2.84 YES L0007141 0 0.40790E-05 419655.8 3737902.4 40.3 3.70 9.30 2.84 YES L0007142 0 0.40790E-05 419675.8 3737902.6 40.7 3.70 9.30 2.84 YES L0007143 0 0.40790E-05 419695.8 3737902.8 41.4 3.70 9.30 2.84 YES L0007144 0 0.40790E-05 419715.8 3737903.0 40.6 3.70 9.30 2.84 YES L0007145 0 0.40790E-05 419735.8 3737903.2 40.8 3.70 9.30 2.84 YES L0007146 0 0.40790E-05 419755.8 3737903.0 41.1 3.70 9.30 2.84 YES L0007147 0 0.40790E-05 419775.8 3737902.7 41.6 3.70 9.30 2.84 YES L0007148 0 0.40790E-05 419795.8 3737902.4 42.2 3.70 9.30 2.84 YES L0007149 0 0.40790E-05 419815.8 3737902.1 42.8 3.70 9.30 2.84 YES L0007150 0 0.40790E-05 419835.8 3737901.8 43.4 3.70 9.30 2.84 YES L0007151 0 0.40790E-05 419855.8 3737901.5 44.0 3.70 9.30 2.84 YES L0007152 0 0.40790E-05 419875.8 3737901.2 44.6 3.70 9.30 2.84 YES L0007153 0 0.40790E-05 419895.8 3737900.9 45.2 3.70 9.30 2.84 YES L0007154 0 0.40790E-05 419915.8 3737900.6 45.8 3.70 9.30 2.84 YES L0007155 0 0.40790E-05 419935.8 3737900.3 46.4 3.70 9.30 2.84 YES Page 33 MainPlace r.ADO L0007156 0 0.40790E-05 419955.8 3737900.0 47.0 3.70 9.30 2.84 YES L0007157 0 0.40790E-05 419975.8 3737899.8 47.6 3.70 9.30 2.84 YES L0007158 0 0.40790E-05 419995.8 3737899.5 48.2 3.70 9.30 2.84 YES L0007159 0 0.40790E-05 420015.8 3737899.2 48.8 3.70 9.30 2.84 YES L0007160 0 0.40790E-05 420035.8 3737898.9 49.4 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 9 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs SRCGPI L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , Page 34 MainPlace_r.ADO L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 10 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0006999 , L0007007 , L0007015 , L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , 12/29/18 *** SOURCE IDs DEFINING SOURCE GROUPS *** Page 35 MainPlace r.ADO SRCGROUP ID SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , Page 36 MainPlace r.ADO ALL L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 11 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , Page 37 MainPlace r.ADO L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , L0000525 , L0007046 , L0007047 , L0007048 L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 L0007082 , L0007083 , L0007084 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 12 Page 38 L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , L0007049 , L0007057 , L0007065 , L0007073 , L0007081 , 12/29/18 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SOURCE IDs DEFINING SOURCE GROUPS *** SRCGROUP ID SOURCE IDs --------------------- L0007085 , L0007086 , L0007087 , L0007088 L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 13 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0007089 , L0007097 , L0007105 , L0007113 , L0007121 , L0007129 , L0007137 , L0007145 , , L0007153 12/29/18 *** SOURCE IDs DEFINED AS URBAN SOURCES Page 39 MainPlace r.ADO URBAN ID URBAN POP ----------------- SOURCE IDs 3010232. L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 , L0007023 , L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 , L0007031 , L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 , L0007039 , L0007040 , L0007041 , L0007042 , Page 40 MainPlace r.ADO L0007043 , L0007044 , L0007045 , L0000480 , L0000481 , L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 , L0000489 , L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 , L0000497 , L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 , L0000505 , L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 , L0000513 , L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 , L0000521 , L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 14 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** URBAN ID URBAN POP -------- --------- *** SOURCE IDs DEFINED AS URBAN SOURCES SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , Page 41 MainPlace r.ADO L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 15 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419394.8, 3737330.5, 44.5, 44.5, 10.7); ( 419414.8, 3737330.5, 44.7, 44.7, 10.7); ( 419434.8, 3737330.5, 44.9, 44.9, 10.7); ( 419454.8, 3737330.5, 45.1, 45.1, 10.7); ( 419474.8, 3737330.5, 45.3, 45.3, 10.7); ( 419494.8, 3737330.5, 45.3, 45.3, 10.7); ( 419514.8, 3737330.5, 45.3, 45.3, 10.7); ( 419534.8, Page 42 MainPlace r.ADO 3737330.5, 45.2, 45.2, 10.7); ( 419554.8, 3737330.5, 45.2, 45.2, 10.7); ( 419574.8, 3737330.5, 45.4, 45.4, 10.7); ( 419594.8, 3737330.5, 45.6, 45.6, 10.7); ( 419614.8, 3737330.5, 45.9, 45.9, 10.7); ( 419634.8, 3737330.5, 46.2, 46.2, 10.7); ( 419654.8, 3737330.5, 46.4, 46.4, 10.7); ( 419374.8, 3737350.5, 44.4, 44.4, 10.7); ( 419394.8, 3737350.5, 44.8, 44.8, 10.7); ( 419414.8, 3737350.5, 45.0, 45.0, 10.7); ( 419434.8, 3737350.5, 45.3, 45.3, 10.7); ( 419454.8, 3737350.5, 45.5, 45.5, 10.7); ( 419474.8, 3737350.5, 45.8, 45.8, 10.7); ( 419494.8, 3737350.5, 45.7, 45.7, 10.7); ( 419514.8, 3737350.5, 45.7, 45.7, 10.7); ( 419534.8, 3737350.5, 45.9, 45.9, 10.7); ( 419554.8, 3737350.5, 46.0, 46.0, 10.7); ( 419574.8, 3737350.5, 46.2, 46.2, 10.7); ( 419594.8, 3737350.5, 46.5, 46.5, 10.7); ( 419614.8, 3737350.5, 46.7, 46.7, 10.7); ( 419634.8, 3737350.5, 46.9, 46.9, 10.7); ( 419654.8, 3737350.5, 47.0, 47.0, 10.7); ( 419374.8, 3737370.5, 44.7, 44.7, 10.7); ( 419394.8, 3737370.5, 45.0, 45.0, 10.7); ( 419414.8, 3737370.5, 45.3, 45.3, 10.7); ( 419434.8, 3737370.5, 45.6, 45.6, 10.7); ( 419454.8, 3737370.5, 45.9, 45.9, 10.7); ( 419474.8, 3737370.5, 46.1, 46.1, 10.7); ( 419494.8, 3737370.5, 45.9, 45.9, 10.7); ( 419514.8, 3737370.5, 45.7, 45.7, 10.7); ( 419534.8, 3737370.5, 45.8, 45.8, 10.7); ( 419554.8, 3737370.5, 46.0, 46.0, 10.7); ( 419574.8, 3737370.5, 46.2, 46.2, 10.7); ( 419594.8, 3737370.5, 46.4, 46.4, 10.7); ( 419614.8, 3737370.5, 46.7, 46.7, 10.7); ( 419634.8, 3737370.5, 47.0, 47.0, 10.7); ( 419654.8, 3737370.5, 47.0, 47.0, 10.7); ( 419354.8, 3737390.5, 44.7, 44.7, 10.7); ( 419374.8, 3737390.5, 45.0, 45.0, 10.7); ( 419394.8, 3737390.5, 45.3, 45.3, 10.7); ( 419414.8, 3737390.5, 45.6, 45.6, 10.7); ( 419434.8, 3737390.5, 45.9, 45.9, 10.7); ( 419454.8, 3737390.5, 46.2, 46.2, 10.7); ( 419474.8, 3737390.5, 46.4, 46.4, 10.7); ( 419494.8, 3737390.5, 46.4, 46.4, 10.7); ( 419514.8, 3737390.5, 46.2, 46.2, 10.7); ( 419534.8, 3737390.5, 46.2, 46.2, 10.7); ( 419554.8, 3737390.5, 46.4, 46.4, 10.7); ( 419574.8, Page 43 3737390.5, 46.6, 46.6, ( 419594.8, 3737390.5, 3737390.5, 47.0, 47.0, ( 419634.8, 3737390.5, 3737390.5, 47.0, 47.0, ( 419354.8, 3737410.5, 3737410.5, 45.3, 45.3, ( 419394.8, 3737410.5, 3737410.5, 45.9, 45.9, ( 419434.8, 3737410.5, 3737410.5, 46.5, 46.5, ( 419474.8, 3737410.5, 3737410.5, 46.9, 46.9, ( 419514.8, 3737410.5, 3737410.5, 47.0, 47.0, ( 419554.8, 3737410.5, 3737410.5, 47.2, 47.2, ( 419594.8, 3737410.5, 3737410.5, 47.2, 47.2, ( 419634.8, 3737410.5, 3737410.5, 46.9, 46.9, ( 419334.8, 3737430.5, 3737430.5, 45.6, 45.6, ( 419374.8, 3737430.5, 3737430.5, 46.0, 46.0, ( 419414.8, 3737430.5, 3737430.5, 46.6, 46.6, ( 419454.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419494.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419534.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419574.8, 3737430.5, 3737430.5, 47.1, 47.1, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO * 10.7); 46.8, 46.8, 10.7); ( 419614.8, 10.7); 47.0, 47.0, 10.7); ( 419654.8, 10.7); 45.2, 45.2, 10.7); ( 419374.8, 10.7); 45.6, 45.6, 10.7); ( 419414.8, 10.7); 46.2, 46.2, 10.7); ( 419454.8, 10.7); 46.8, 46.8, 10.7); ( 419494.8, 10.7); 47.0, 47.0, 10.7); ( 419534.8, 10.7); 47.1, 47.1, 10.7); ( 419574.8, 10.7); 47.3, 47.3, 10.7); ( 419614.8, 10.7); 47.1, 47.1, 10.7); ( 419654.8, 10.7); 45.2, 45.2, 10.7); ( 419354.8, 10.7); 45.7, 45.7, 10.7); ( 419394.8, 10.7); 46.3, 46.3, 10.7); ( 419434.8, 10.7); 47.1, 47.1, 10.7); ( 419474.8, 10.7); 47.3, 47.3, 10.7); ( 419514.8, 10.7); 47.4, 47.4, 10.7); ( 419554.8, 10.7); 47.3, 47.3, 10.7); ( 419594.8, 10.7); *** C:\Lakes\AERMOD *** 12/29/18 *** 06:44:57 PAGE 16 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419614.8, 3737430.5, 46.8, 46.8, 10.7); ( 419634.8, Page 44 MainPlace r.ADO 3737430.5, 46.5, 46.5, 10.7); ( 419654.8, 3737430.5, 46.7, 46.7, 10.7); ( 419334.8, 3737450.5, 45.6, 45.6, 10.7); ( 419354.8, 3737450.5, 45.9, 45.9, 10.7); ( 419374.8, 3737450.5, 46.1, 46.1, 10.7); ( 419394.8, 3737450.5, 46.4, 46.4, 10.7); ( 419414.8, 3737450.5, 46.7, 46.7, 10.7); ( 419434.8, 3737450.5, 47.0, 47.0, 10.7); ( 419454.8, 3737450.5, 47.4, 47.4, 10.7); ( 419474.8, 3737450.5, 47.5, 47.5, 10.7); ( 419494.8, 3737450.5, 47.5, 47.5, 10.7); ( 419514.8, 3737450.5, 47.5, 47.5, 10.7); ( 419534.8, 3737450.5, 47.5, 47.5, 10.7); ( 419554.8, 3737450.5, 47.5, 47.5, 10.7); ( 419574.8, 3737450.5, 47.3, 47.3, 10.7); ( 419594.8, 3737450.5, 47.0, 47.0, 10.7); ( 419614.8, 3737450.5, 46.6, 46.6, 10.7); ( 419634.8, 3737450.5, 46.3, 46.3, 10.7); ( 419654.8, 3737450.5, 46.6, 46.6, 10.7); ( 419314.8, 3737470.5, 45.2, 45.2, 10.7); ( 419334.8, 3737470.5, 45.9, 45.9, 10.7); ( 419354.8, 3737470.5, 46.2, 46.2, 10.7); ( 419374.8, 3737470.5, 46.5, 46.5, 10.7); ( 419394.8, 3737470.5, 46.7, 46.7, 10.7); ( 419414.8, 3737470.5, 47.1, 47.1, 10.7); ( 419434.8, 3737470.5, 47.4, 47.4, 10.7); ( 419454.8, 3737470.5, 47.5, 47.5, 10.7); ( 419474.8, 3737470.5, 47.6, 47.6, 10.7); ( 419494.8, 3737470.5, 47.5, 47.5, 10.7); ( 419514.8, 3737470.5, 47.5, 47.5, 10.7); ( 419534.8, 3737470.5, 47.5, 47.5, 10.7); ( 419554.8, 3737470.5, 47.5, 47.5, 10.7); ( 419574.8, 3737470.5, 47.3, 47.3, 10.7); ( 419594.8, 3737470.5, 47.0, 47.0, 10.7); ( 419614.8, 3737470.5, 46.6, 46.6, 10.7); ( 419634.8, 3737470.5, 46.5, 46.5, 10.7); ( 419654.8, 3737470.5, 46.7, 46.7, 10.7); ( 419314.8, 3737490.5, 45.7, 45.7, 10.7); ( 419334.8, 3737490.5, 46.3, 46.3, 10.7); ( 419354.8, 3737490.5, 46.8, 46.8, 10.7); ( 419374.8, 3737490.5, 46.9, 46.9, 10.7); ( 419394.8, 3737490.5, 47.1, 47.1, 10.7); ( 419414.8, 3737490.5, 47.3, 47.3, 10.7); ( 419434.8, 3737490.5, 47.5, 47.5, 10.7); ( 419454.8, 3737490.5, 47.5, 47.5, 10.7); ( 419474.8, 3737490.5, 47.5, 47.5, 10.7); ( 419494.8, 3737490.5, 47.5, 47.5, 10.7); ( 419514.8, 3737490.5, 47.5, 47.5, 10.7); ( 419534.8, Page 45 3737490.5, 47.5, 47.5, ( 419554.8, 3737490.5, 3737490.5, 47.3, 47.3, ( 419594.8, 3737490.5, 3737490.5, 46.9, 46.9, ( 419634.8, 3737490.5, 3737490.5, 46.8, 46.8, ( 419294.8, 3737510.5, 3737510.5, 46.2, 46.2, ( 419334.8, 3737510.5, 3737510.5, 47.3, 47.3, ( 419374.8, 3737510.5, 3737510.5, 47.4, 47.4, ( 419414.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419454.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419494.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419534.8, 3737510.5, 3737510.5, 47.3, 47.3, ( 419574.8, 3737510.5, 3737510.5, 47.1, 47.1, ( 419614.8, 3737510.5, 3737510.5, 47.1, 47.1, ( 419654.8, 3737510.5, 3737530.5, 45.9, 45.9, ( 419314.8, 3737530.5, 3737530.5, 47.0, 47.0, ( 419354.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419394.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419434.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419474.8, 3737530.5, 3737530.5, 47.4, 47.4, ( 419514.8, 3737530.5, 3737530.5, 47.0, 47.0, ( 419554.8, 3737530.5, 3737530.5, 47.1, 47.1, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 10.7); 47.5, 47.5, 10.7); ( 419574.8, 10.7); 47.1, 47.1, 10.7); ( 419614.8, 10.7); 46.6, 46.6, 10.7); ( 419654.8, 10.7); 45.6, 45.6, 10.7); ( 419314.8, 10.7); 46.6, 46.6, 10.7); ( 419354.8, 10.7); 47.3, 47.3, 10.7); ( 419394.8, 10.7); 47.5, 47.5, 10.7); ( 419434.8, 10.7); 47.5, 47.5, 10.7); ( 419474.8, 10.7); 47.5, 47.5, 10.7); ( 419514.8, 10.7); 47.3, 47.3, 10.7); ( 419554.8, 10.7); 47.2, 47.2, 10.7); ( 419594.8, 10.7); 47.1, 47.1, 10.7); ( 419634.8, 10.7); 47.2, 47.2, 10.7); ( 419294.8, 10.7); 46.5, 46.5, 10.7); ( 419334.8, 10.7); 47.4, 47.4, 10.7); ( 419374.8, 10.7); 47.5, 47.5, 10.7); ( 419414.8, 10.7); 47.5, 47.5, 10.7); ( 419454.8, 10.7); 47.5, 47.5, 10.7); ( 419494.8, 10.7); 47.3, 47.3, 10.7); 10.7); 47.1, 47.1, 10.7); 10.7); * *** C:\Lakes\AERMOD *** *** 06:44:57 PAGE 17 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 46 ( 419534.8, ( 419574.8, 12/29/18 MainPlace r.ADO *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419594.8, 3737530.5, 47.2, 47.2, 10.7); ( 419614.8, 3737530.5, 47.4, 47.4, 10.7); ( 419634.8, 3737530.5, 48.0, 48.0, 10.7); ( 419654.8, 3737530.5, 48.0, 48.0, 10.7); ( 419274.8, 3737550.5, 45.4, 45.4, 10.7); ( 419294.8, 3737550.5, 46.0, 46.0, 10.7); ( 419314.8, 3737550.5, 46.6, 46.6, 10.7); ( 419334.8, 3737550.5, 47.1, 47.1, 10.7); ( 419354.8, 3737550.5, 47.5, 47.5, 10.7); ( 419374.8, 3737550.5, 47.6, 47.6, 10.7); ( 419394.8, 3737550.5, 47.6, 47.6, 10.7); ( 419414.8, 3737550.5, 47.6, 47.6, 10.7); ( 419434.8, 3737550.5, 47.5, 47.5, 10.7); ( 419454.8, 3737550.5, 47.5, 47.5, 10.7); ( 419474.8, 3737550.5, 47.5, 47.5, 10.7); ( 419494.8, 3737550.5, 47.4, 47.4, 10.7); ( 419514.8, 3737550.5, 47.3, 47.3, 10.7); ( 419534.8, 3737550.5, 47.2, 47.2, 10.7); ( 419554.8, 3737550.5, 47.2, 47.2, 10.7); ( 419574.8, 3737550.5, 47.2, 47.2, 10.7); ( 419594.8, 3737550.5, 47.3, 47.3, 10.7); ( 419614.8, 3737550.5, 47.6, 47.6, 10.7); ( 419634.8, 3737550.5, 48.0, 48.0, 10.7); ( 419654.8, 3737550.5, 47.8, 47.8, 10.7); ( 419274.8, 3737570.5, 45.5, 45.5, 10.7); ( 419294.8, 3737570.5, 46.1, 46.1, 10.7); ( 419314.8, 3737570.5, 46.6, 46.6, 10.7); ( 419334.8, 3737570.5, 47.1, 47.1, 10.7); ( 419354.8, 3737570.5, 47.6, 47.6, 10.7); ( 419374.8, 3737570.5, 47.6, 47.6, 10.7); ( 419394.8, 3737570.5, 47.6, 47.6, 10.7); ( 419414.8, 3737570.5, 47.6, 47.6, 10.7); ( 419434.8, 3737570.5, 47.5, 47.5, 10.7); ( 419454.8, 3737570.5, 47.5, 47.5, 10.7); ( 419474.8, 3737570.5, 47.5, 47.5, 10.7); ( 419494.8, 3737570.5, 47.4, 47.4, 10.7); ( 419514.8, 3737570.5, 47.4, 47.4, 10.7); ( 419534.8, 3737570.5, 47.2, 47.2, 10.7); ( 419554.8, 3737570.5, 47.2, 47.2, 10.7); ( 419574.8, 3737570.5, 47.2, 47.2, 10.7); ( 419594.8, 3737570.5, 47.4, 47.4, 10.7); ( 419614.8, 3737570.5, 47.7, 47.7, 10.7); ( 419634.8, 3737570.5, 48.0, 48.0, 10.7); ( 419654.8, Page 47 MainPlace r.ADO 3737570.5, 47.8, 47.8, 10.7); ( 419254.8, 3737590.5, 44.8, 44.8, 10.7); ( 419274.8, 3737590.5, 45.5, 45.5, 10.7); ( 419294.8, 3737590.5, 46.1, 46.1, 10.7); ( 419314.8, 3737590.5, 46.6, 46.6, 10.7); ( 419334.8, 3737590.5, 47.1, 47.1, 10.7); ( 419354.8, 3737590.5, 47.5, 47.5, 10.7); ( 419374.8, 3737590.5, 47.5, 47.5, 10.7); ( 419394.8, 3737590.5, 47.6, 47.6, 10.7); ( 419414.8, 3737590.5, 47.6, 47.6, 10.7); ( 419434.8, 3737590.5, 47.5, 47.5, 10.7); ( 419454.8, 3737590.5, 47.5, 47.5, 10.7); ( 419474.8, 3737590.5, 47.5, 47.5, 10.7); ( 419494.8, 3737590.5, 47.4, 47.4, 10.7); ( 419514.8, 3737590.5, 47.3, 47.3, 10.7); ( 419534.8, 3737590.5, 47.0, 47.0, 10.7); ( 419554.8, 3737590.5, 47.1, 47.1, 10.7); ( 419574.8, 3737590.5, 47.2, 47.2, 10.7); ( 419594.8, 3737590.5, 47.5, 47.5, 10.7); ( 419614.8, 3737590.5, 47.9, 47.9, 10.7); ( 419634.8, 3737590.5, 48.3, 48.3, 10.7); ( 419654.8, 3737590.5, 48.0, 48.0, 10.7); ( 419254.8, 3737610.5, 44.8, 44.8, 10.7); ( 419274.8, 3737610.5, 45.4, 45.4, 10.7); ( 419294.8, 3737610.5, 45.9, 45.9, 10.7); ( 419314.8, 3737610.5, 46.4, 46.4, 10.7); ( 419334.8, 3737610.5, 46.8, 46.8, 10.7); ( 419354.8, 3737610.5, 47.3, 47.3, 10.7); ( 419374.8, 3737610.5, 47.5, 47.5, 10.7); ( 419394.8, 3737610.5, 47.5, 47.5, 10.7); ( 419414.8, 3737610.5, 47.6, 47.6, 10.7); ( 419434.8, 3737610.5, 47.5, 47.5, 10.7); ( 419454.8, 3737610.5, 47.5, 47.5, 10.7); ( 419474.8, 3737610.5, 47.5, 47.5, 10.7); ( 419494.8, 3737610.5, 47.5, 47.5, 10.7); ( 419514.8, 3737610.5, 47.4, 47.4, 10.7); ( 419534.8, 3737610.5, 47.2, 47.2, 10.7); ( 419554.8, 3737610.5, 47.1, 47.1, 10.7); ( 419574.8, 3737610.5, 47.2, 47.2, 10.7); ( 419594.8, 3737610.5, 47.4, 47.4, 10.7); ( 419614.8, 3737610.5, 47.6, 47.6, 10.7); ( 419634.8, 3737610.5, 48.2, 48.2, 10.7); ( 419654.8, 3737610.5, 47.8, 47.8, 10.7); ( 419254.8, 3737630.5, 44.8, 44.8, 10.7); ( 419274.8, 3737630.5, 45.2, 45.2, 10.7); ( 419294.8, 3737630.5, 45.6, 45.6, 10.7); ( 419314.8, 3737630.5, 46.0, 46.0, 10.7); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 48 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 18 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419334.8, 3737630.5, 46.5, 46.5, 10.7); ( 419354.8, 3737630.5, 47.0, 47.0, 10.7); ( 419374.8, 3737630.5, 47.3, 47.3, 10.7); ( 419394.8, 3737630.5, 47.5, 47.5, 10.7); ( 419414.8, 3737630.5, 47.6, 47.6, 10.7); ( 419434.8, 3737630.5, 47.5, 47.5, 10.7); ( 419454.8, 3737630.5, 47.5, 47.5, 10.7); ( 419474.8, 3737630.5, 47.5, 47.5, 10.7); ( 419494.8, 3737630.5, 47.5, 47.5, 10.7); ( 419514.8, 3737630.5, 47.4, 47.4, 10.7); ( 419534.8, 3737630.5, 47.4, 47.4, 10.7); ( 419554.8, 3737630.5, 47.2, 47.2, 10.7); ( 419574.8, 3737630.5, 47.2, 47.2, 10.7); ( 419594.8, 3737630.5, 47.3, 47.3, 10.7); ( 419614.8, 3737630.5, 47.2, 47.2, 10.7); ( 419634.8, 3737630.5, 47.8, 47.8, 10.7); ( 419654.8, 3737630.5, 47.4, 47.4, 10.7); ( 419234.8, 3737650.5, 44.4, 44.4, 10.7); ( 419254.8, 3737650.5, 44.8, 44.8, 10.7); ( 419274.8, 3737650.5, 45.0, 45.0, 10.7); ( 419294.8, 3737650.5, 45.2, 45.2, 10.7); ( 419314.8, 3737650.5, 45.6, 45.6, 10.7); ( 419334.8, 3737650.5, 46.1, 46.1, 10.7); ( 419354.8, 3737650.5, 46.5, 46.5, 10.7); ( 419374.8, 3737650.5, 46.9, 46.9, 10.7); ( 419394.8, 3737650.5, 47.3, 47.3, 10.7); ( 419414.8, 3737650.5, 47.5, 47.5, 10.7); ( 419434.8, 3737650.5, 47.5, 47.5, 10.7); ( 419454.8, 3737650.5, 47.5, 47.5, 10.7); ( 419474.8, 3737650.5, 47.5, 47.5, 10.7); ( 419494.8, 3737650.5, 47.5, 47.5, 10.7); ( 419514.8, 3737650.5, 47.5, 47.5, 10.7); ( 419534.8, 3737650.5, 47.5, 47.5, 10.7); ( 419554.8, 3737650.5, 47.4, 47.4, 10.7); ( 419574.8, 3737650.5, 47.3, 47.3, 10.7); ( 419594.8, 3737650.5, 47.1, 47.1, 10.7); ( 419614.8, 3737650.5, 46.8, 46.8, 10.7); ( 419634.8, Page 49 MainPlace r.ADO 3737650.5, 46.9, 46.9, 10.7); ( 419654.8, 3737650.5, 47.0, 47.0, 10.7); ( 419234.8, 3737670.5, 44.5, 44.5, 10.7); ( 419254.8, 3737670.5, 44.8, 44.8, 10.7); ( 419274.8, 3737670.5, 44.9, 44.9, 10.7); ( 419294.8, 3737670.5, 45.2, 45.2, 10.7); ( 419314.8, 3737670.5, 45.5, 45.5, 10.7); ( 419334.8, 3737670.5, 45.9, 45.9, 10.7); ( 419354.8, 3737670.5, 46.4, 46.4, 10.7); ( 419374.8, 3737670.5, 46.8, 46.8, 10.7); ( 419394.8, 3737670.5, 47.2, 47.2, 10.7); ( 419414.8, 3737670.5, 47.5, 47.5, 10.7); ( 419434.8, 3737670.5, 47.5, 47.5, 10.7); ( 419454.8, 3737670.5, 47.5, 47.5, 10.7); ( 419474.8, 3737670.5, 47.5, 47.5, 10.7); ( 419494.8, 3737670.5, 47.5, 47.5, 10.7); ( 419514.8, 3737670.5, 47.5, 47.5, 10.7); ( 419534.8, 3737670.5, 47.5, 47.5, 10.7); ( 419554.8, 3737670.5, 47.5, 47.5, 10.7); ( 419574.8, 3737670.5, 47.3, 47.3, 10.7); ( 419594.8, 3737670.5, 47.1, 47.1, 10.7); ( 419614.8, 3737670.5, 46.7, 46.7, 10.7); ( 419634.8, 3737670.5, 46.6, 46.6, 10.7); ( 419654.8, 3737670.5, 46.8, 46.8, 10.7); ( 419234.8, 3737690.5, 44.7, 44.7, 10.7); ( 419254.8, 3737690.5, 44.9, 44.9, 10.7); ( 419274.8, 3737690.5, 45.0, 45.0, 10.7); ( 419294.8, 3737690.5, 45.2, 45.2, 10.7); ( 419314.8, 3737690.5, 45.6, 45.6, 10.7); ( 419334.8, 3737690.5, 45.9, 45.9, 10.7); ( 419354.8, 3737690.5, 46.4, 46.4, 10.7); ( 419374.8, 3737690.5, 46.8, 46.8, 10.7); ( 419394.8, 3737690.5, 47.2, 47.2, 10.7); ( 419414.8, 3737690.5, 47.5, 47.5, 10.7); ( 419434.8, 3737690.5, 47.5, 47.5, 10.7); ( 419454.8, 3737690.5, 47.5, 47.5, 10.7); ( 419474.8, 3737690.5, 47.5, 47.5, 10.7); ( 419494.8, 3737690.5, 47.5, 47.5, 10.7); ( 419514.8, 3737690.5, 47.5, 47.5, 10.7); ( 419534.8, 3737690.5, 47.5, 47.5, 10.7); ( 419554.8, 3737690.5, 47.5, 47.5, 10.7); ( 419574.8, 3737690.5, 47.3, 47.3, 10.7); ( 419594.8, 3737690.5, 47.1, 47.1, 10.7); ( 419614.8, 3737690.5, 46.7, 46.7, 10.7); ( 419634.8, 3737690.5, 46.6, 46.6, 10.7); ( 419654.8, 3737690.5, 46.8, 46.8, 10.7); ( 419234.8, 3737710.5, 44.7, 44.7, 10.7); ( 419254.8, 3737710.5, 44.8, 44.8, 10.7); ( 419274.8, Page 50 3737710.5, 45.0, 45.0, ( 419294.8, 3737710.5, 3737710.5, 45.5, 45.5, ( 419334.8, 3737710.5, 3737710.5, 46.4, 46.4, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 10.7); 45.2, 45.2, 10.7); 10.7); 45.9, 45.9, 10.7); 10.7); * *** C:\Lakes\AERMOD *** *** 06:44:57 PAGE 19 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* ( 419314.8, ( 419354.8, 12/29/18 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419374.8, 3737710.5, 46.8, 46.8, 10.7); ( 419394.8, 3737710.5, 47.3, 47.3, 10.7); ( 419414.8, 3737710.5, 47.6, 47.6, 10.7); ( 419434.8, 3737710.5, 47.5, 47.5, 10.7); ( 419454.8, 3737710.5, 47.5, 47.5, 10.7); ( 419474.8, 3737710.5, 47.4, 47.4, 10.7); ( 419494.8, 3737710.5, 47.4, 47.4, 10.7); ( 419514.8, 3737710.5, 47.5, 47.5, 10.7); ( 419534.8, 3737710.5, 47.7, 47.7, 10.7); ( 419554.8, 3737710.5, 47.5, 47.5, 10.7); ( 419574.8, 3737710.5, 47.4, 47.4, 10.7); ( 419594.8, 3737710.5, 47.2, 47.2, 10.7); ( 419614.8, 3737710.5, 46.9, 46.9, 10.7); ( 419634.8, 3737710.5, 46.9, 46.9, 10.7); ( 419654.8, 3737710.5, 46.7, 46.7, 10.7); ( 419234.8, 3737730.5, 44.4, 44.4, 10.7); ( 419254.8, 3737730.5, 44.7, 44.7, 10.7); ( 419274.8, 3737730.5, 45.0, 45.0, 10.7); ( 419294.8, 3737730.5, 45.2, 45.2, 10.7); ( 419314.8, 3737730.5, 45.5, 45.5, 10.7); ( 419334.8, 3737730.5, 45.9, 45.9, 10.7); ( 419354.8, 3737730.5, 46.3, 46.3, 10.7); ( 419374.8, 3737730.5, 46.8, 46.8, 10.7); ( 419394.8, 3737730.5, 47.2, 47.2, 10.7); ( 419414.8, 3737730.5, 47.5, 47.5, 10.7); ( 419434.8, 3737730.5, 47.5, 47.5, 10.7); ( 419454.8, 3737730.5, 47.5, 47.5, 10.7); ( 419474.8, 3737730.5, 47.4, 47.4, 10.7); ( 419494.8, 3737730.5, 47.3, 47.3, 10.7); ( 419514.8, 3737730.5, 47.3, 47.3, 10.7); ( 419534.8, 3737730.5, 47.4, 47.4, 10.7); ( 419554.8, Page 51 MainPlace r.ADO 3737730.5, 47.3, 47.3, 10.7); ( 419574.8, 3737730.5, 47.2, 47.2, 10.7); ( 419594.8, 3737730.5, 47.2, 47.2, 10.7); ( 419614.8, 3737730.5, 47.1, 47.1, 10.7); ( 419634.8, 3737730.5, 46.9, 46.9, 10.7); ( 419654.8, 3737730.5, 46.9, 46.9, 10.7); ( 419234.8, 3737750.5, 44.0, 44.0, 10.7); ( 419254.8, 3737750.5, 44.5, 44.5, 10.7); ( 419274.8, 3737750.5, 44.9, 44.9, 10.7); ( 419294.8, 3737750.5, 45.2, 45.2, 10.7); ( 419314.8, 3737750.5, 45.5, 45.5, 10.7); ( 419334.8, 3737750.5, 45.8, 45.8, 10.7); ( 419354.8, 3737750.5, 46.3, 46.3, 10.7); ( 419374.8, 3737750.5, 46.8, 46.8, 10.7); ( 419394.8, 3737750.5, 47.1, 47.1, 10.7); ( 419414.8, 3737750.5, 47.4, 47.4, 10.7); ( 419434.8, 3737750.5, 47.5, 47.5, 10.7); ( 419454.8, 3737750.5, 47.5, 47.5, 10.7); ( 419474.8, 3737750.5, 47.3, 47.3, 10.7); ( 419494.8, 3737750.5, 47.0, 47.0, 10.7); ( 419514.8, 3737750.5, 46.9, 46.9, 10.7); ( 419534.8, 3737750.5, 47.0, 47.0, 10.7); ( 419554.8, 3737750.5, 47.0, 47.0, 10.7); ( 419574.8, 3737750.5, 47.0, 47.0, 10.7); ( 419594.8, 3737750.5, 47.1, 47.1, 10.7); ( 419614.8, 3737750.5, 47.2, 47.2, 10.7); ( 419634.8, 3737750.5, 46.9, 46.9, 10.7); ( 419654.8, 3737750.5, 47.1, 47.1, 10.7); ( 419234.8, 3737770.5, 43.8, 54.6, 10.7); ( 419254.8, 3737770.5, 43.8, 54.6, 10.7); ( 419274.8, 3737770.5, 44.6, 44.6, 10.7); ( 419294.8, 3737770.5, 45.0, 45.0, 10.7); ( 419314.8, 3737770.5, 45.4, 45.4, 10.7); ( 419334.8, 3737770.5, 45.8, 45.8, 10.7); ( 419354.8, 3737770.5, 46.4, 46.4, 10.7); ( 419374.8, 3737770.5, 46.9, 46.9, 10.7); ( 419394.8, 3737770.5, 47.2, 47.2, 10.7); ( 419414.8, 3737770.5, 47.3, 47.3, 10.7); ( 419434.8, 3737770.5, 47.5, 47.5, 10.7); ( 419454.8, 3737770.5, 47.5, 47.5, 10.7); ( 419474.8, 3737770.5, 47.2, 47.2, 10.7); ( 419494.8, 3737770.5, 47.0, 47.0, 10.7); ( 419514.8, 3737770.5, 46.8, 46.8, 10.7); ( 419534.8, 3737770.5, 47.0, 47.0, 10.7); ( 419554.8, 3737770.5, 46.8, 46.8, 10.7); ( 419574.8, 3737770.5, 46.9, 46.9, 10.7); ( 419594.8, 3737770.5, 47.1, 47.1, 10.7); ( 419614.8, 3737770.5, 47.1, 47.1, 10.7); ( 419634.8, Page 52 MainPlace r.ADO 3737770.5, 46.8, 46.8, 10.7); ( 419654.8, 3737770.5, 46.9, 46.9, 10.7); ( 419254.8, 3737790.5, 43.6, 54.6, 10.7); ( 419274.8, 3737790.5, 44.4, 54.6, 10.7); ( 419294.8, 3737790.5, 44.9, 44.9, 10.7); ( 419314.8, 3737790.5, 45.3, 45.3, 10.7); ( 419334.8, 3737790.5, 45.8, 45.8, 10.7); ( 419354.8, 3737790.5, 46.3, 46.3, 10.7); ( 419374.8, 3737790.5, 46.8, 46.8, 10.7); ( 419394.8, 3737790.5, 47.1, 47.1, 10.7); ( 419414.8, 3737790.5, 47.3, 47.3, 10.7); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 20 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419434.8, 3737790.5, 47.4, 47.4, 10.7); ( 419454.8, 3737790.5, 47.4, 47.4, 10.7); ( 419474.8, 3737790.5, 47.2, 47.2, 10.7); ( 419494.8, 3737790.5, 46.9, 46.9, 10.7); ( 419514.8, 3737790.5, 46.8, 46.8, 10.7); ( 419534.8, 3737790.5, 47.0, 47.0, 10.7); ( 419554.8, 3737790.5, 46.9, 46.9, 10.7); ( 419574.8, 3737790.5, 47.0, 47.0, 10.7); ( 419594.8, 3737790.5, 47.1, 47.1, 10.7); ( 419614.8, 3737790.5, 47.1, 47.1, 10.7); ( 419634.8, 3737790.5, 46.8, 46.8, 10.7); ( 419654.8, 3737790.5, 46.9, 46.9, 10.7); ( 419274.8, 3737810.5, 44.5, 54.6, 10.7); ( 419294.8, 3737810.5, 44.9, 54.6, 10.7); ( 419314.8, 3737810.5, 45.2, 45.2, 10.7); ( 419334.8, 3737810.5, 45.6, 45.6, 10.7); ( 419354.8, 3737810.5, 46.2, 46.2, 10.7); ( 419374.8, 3737810.5, 46.7, 46.7, 10.7); ( 419394.8, 3737810.5, 47.0, 47.0, 10.7); ( 419414.8, 3737810.5, 47.2, 47.2, 10.7); ( 419434.8, 3737810.5, 47.4, 47.4, 10.7); ( 419454.8, 3737810.5, 47.4, 47.4, 10.7); ( 419474.8, 3737810.5, 47.1, 47.1, 10.7); ( 419494.8, 3737810.5, 46.8, 46.8, 10.7); ( 419514.8, 3737810.5, 46.8, 46.8, 10.7); ( 419534.8, Page 53 MainPlace r.ADO 3737810.5, 47.0, 47.0, 10.7); ( 419554.8, 3737810.5, 47.1, 47.1, 10.7); ( 419574.8, 3737810.5, 47.2, 47.2, 10.7); ( 419594.8, 3737810.5, 47.3, 47.3, 10.7); ( 419614.8, 3737810.5, 47.3, 47.3, 10.7); ( 419634.8, 3737810.5, 46.9, 46.9, 10.7); ( 419654.8, 3737810.5, 47.1, 47.1, 10.7); ( 419294.8, 3737830.5, 44.6, 54.6, 10.7); ( 419314.8, 3737830.5, 44.9, 54.6, 10.7); ( 419334.8, 3737830.5, 45.4, 45.4, 10.7); ( 419354.8, 3737830.5, 45.9, 45.9, 10.7); ( 419374.8, 3737830.5, 46.3, 46.3, 10.7); ( 419394.8, 3737830.5, 46.5, 46.5, 10.7); ( 419414.8, 3737830.5, 46.7, 46.7, 10.7); ( 419434.8, 3737830.5, 47.3, 47.3, 10.7); ( 419454.8, 3737830.5, 47.4, 47.4, 10.7); ( 419474.8, 3737830.5, 47.0, 47.0, 10.7); ( 419494.8, 3737830.5, 46.7, 46.7, 10.7); ( 419514.8, 3737830.5, 46.8, 46.8, 10.7); ( 419534.8, 3737830.5, 47.0, 47.0, 10.7); ( 419554.8, 3737830.5, 47.2, 47.2, 10.7); ( 419574.8, 3737830.5, 47.4, 47.4, 10.7); ( 419594.8, 3737830.5, 47.4, 47.4, 10.7); ( 419614.8, 3737830.5, 47.1, 47.1, 10.7); ( 419634.8, 3737830.5, 46.8, 46.8, 10.7); ( 419654.8, 3737830.5, 47.0, 47.0, 10.7); ( 419314.8, 3737850.5, 44.8, 54.6, 10.7); ( 419334.8, 3737850.5, 45.2, 45.2, 10.7); ( 419354.8, 3737850.5, 45.6, 45.6, 10.7); ( 419374.8, 3737850.5, 45.9, 45.9, 10.7); ( 419394.8, 3737850.5, 46.0, 46.0, 10.7); ( 419414.8, 3737850.5, 46.2, 46.2, 10.7); ( 419434.8, 3737850.5, 46.8, 46.8, 10.7); ( 419454.8, 3737850.5, 47.0, 47.0, 10.7); ( 419474.8, 3737850.5, 46.8, 46.8, 10.7); ( 419494.8, 3737850.5, 46.7, 46.7, 10.7); ( 419514.8, 3737850.5, 46.9, 46.9, 10.7); ( 419534.8, 3737850.5, 47.1, 47.1, 10.7); ( 419554.8, 3737850.5, 47.2, 47.2, 10.7); ( 419574.8, 3737850.5, 47.3, 47.3, 10.7); ( 419594.8, 3737850.5, 47.3, 47.3, 10.7); ( 419614.8, 3737850.5, 47.1, 47.1, 10.7); ( 419634.8, 3737850.5, 46.9, 46.9, 10.7); ( 419654.8, 3737850.5, 47.0, 47.0, 10.7); ( 419514.8, 3737870.5, 47.4, 47.4, 10.7); ( 419534.8, 3737870.5, 47.4, 47.4, 10.7); ( 419554.8, 3737870.5, 47.2, 47.2, 10.7); ( 419574.8, 3737870.5, 47.1, 47.1, 10.7); ( 419594.8, Page 54 MainPlace r.ADO 3737870.5, 47.1, 47.1, 10.7); ( 419614.8, 3737870.5, 47.1, 47.1, 10.7); ( 419634.8, 3737870.5, 47.1, 47.1, 10.7); ( 419654.8, 3737870.5, 47.2, 47.2, 10.7); ( 419514.8, 3737890.5, 43.3, 47.4, 10.7); ( 419534.8, 3737890.5, 43.2, 47.4, 10.7); ( 419554.8, 3737890.5, 43.1, 47.4, 10.7); ( 419574.8, 3737890.5, 42.9, 47.4, 10.7); ( 419594.8, 3737890.5, 42.9, 47.1, 10.7); ( 419614.8, 3737890.5, 42.8, 47.1, 10.7); ( 419634.8, 3737890.5, 42.8, 47.2, 10.7); ( 419654.8, 3737890.5, 42.7, 47.2, 10.7); ( 419674.8, 3737890.5, 42.9, 47.2, 10.7); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 21 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* * SOURCE -RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL SOURCE RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) L0000488 419674.8 3737890.5 -1.23 L0000489 419674.8 3737890.5 -10.81 L0007134 419514.8 3737890.5 -9.52 L0007135 419534.8 3737890.5 -9.31 L0007136 419554.8 3737890.5 -9.09 L0007137 419574.8 3737890.5 -8.88 L0007138 419594.8 3737890.5 -8.67 Page 55 MainPlace_r.ADO L0007139 419614.8 3737890.5 -8.45 L0007140 419634.8 3737890.5 -8.24 L0007141 419654.8 3737890.5 -8.03 L0007142 419674.8 3737890.5 -7.81 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 22 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 56 MainPlace_r.ADO View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 23 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJU* *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** Surface file: KSNA_V9 ADJU\KSNA_v9.SFC Met Version: 16216 Profile file: KSNA V9 ADJU\KSNA v9.PFL Surface format: FREE Profile format: FREE Surface station no.: 93184 Upper air station no.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2012 Year: 2012 First 24 hours of scalar data YR MO DY JOY HR HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO - - - REF WS - - - - WD - - HT REF TA HT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 - - - - 01 1 - - 01 - - - - - - - - - - -4.5 0.082 -9.000 -9.000 -999. 56. 11.0 0.12 2.65 1.00 0.87 62. 5.8 283.8 2.0 12 01 01 1 02 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 27. 5.8 283.1 2.0 12 01 01 1 03 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 336. 5.8 283.1 2.0 12 01 01 1 04 -3.3 0.070 -9.000 -9.000 -999. 45. 9.7 0.12 2.65 1.00 0.74 34. 5.8 283.1 2.0 12 01 01 1 05 -3.0 0.068 -9.000 -9.000 -999. 42. 9.4 0.12 2.65 1.00 0.70 154. 5.8 282.5 2.0 12 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. -99999.0 0.12 2.65 1.00 0.00 0. 5.8 282.0 2.0 12 01 01 1 07 -2.0 0.059 -9.000 -9.000 -999. 34. 9.0 0.12 2.65 1.00 0.55 343. 5.8 281.4 2.0 12 01 01 1 08 -2.6 0.066 -9.000 -9.000 -999. 40. 9.7 0.12 2.65 0.53 0.69 25. 5.8 281.4 2.0 12 01 01 1 09 21.6 0.133 0.252 0.010 27. 116. -9.9 0.12 2.65 0.31 1.03 344. 5.8 282.5 2.0 12 01 01 1 10 115.6 0.162 0.713 0.008 114. 156. -3.3 0.12 2.65 0.24 1.06 233. 5.8 286.4 2.0 Page 57 MainPlace_r.ADO 12 01 01 1 11 160.9 0.126 1.129 0.005 325 0.21 0.67 261. 5.8 291.4 2.0 12 01 01 1 12 187.0 0.138 1.467 0.005 614 0.20 0.75 252. 5.8 294.9 2.0 12 01 01 1 13 186.9 0.189 1.755 0.005 1051 0.20 1.23 280. 5.8 297.5 2.0 12 01 01 1 14 168.3 0.247 1.857 0.005 1383 0.21 1.86 268. 5.8 299.2 2.0 12 01 01 1 15 115.3 0.275 1.688 0.005 1517 0.24 2.25 248. 5.8 298.1 2.0 12 01 01 1 16 41.5 0.262 1.211 0.005 1552 0.33 2.32 227. 5.8 295.9 2.0 12 01 01 1 17 -17.9 0.217 -9.000 -9.000 -999 0.60 2.18 227. 5.8 292.5 2.0 12 01 01 1 18 -24.7 0.250 -9.000 -9.000 -999 1.00 2.50 219. 5.8 288.8 2.0 12 01 01 1 19 -5.2 0.088 -9.000 -9.000 -999 1.00 0.94 201. 5.8 287.5 2.0 12 01 01 1 20 -3.5 0.073 -9.000 -9.000 -999 1.00 0.77 259. 5.8 287.0 2.0 12 01 01 1 21 -2.6 0.064 -9.000 -9.000 -999 1.00 0.65 264. 5.8 286.4 2.0 12 01 01 1 22 -4.4 0.081 -9.000 -9.000 -999 1.00 0.86 211. 5.8 285.9 2.0 12 01 01 1 23 -4.2 0.079 -9.000 -9.000 -999 1.00 0.84 247. 5.8 284.9 2.0 12 01 01 1 24 -7.1 0.103 -9.000 -9.000 -999 1.00 1.09 236. 5.8 283.8 2.0 108. -1.1 0.12 2.65 123. -1.3 0.12 2.65 197. -3.3 0.12 2.65 295. -8.1 0.12 2.65 346. -16.3 0.12 2.65 322. -39.2 0.12 2.65 244. 52.0 0.12 2.65 300. 68.7 0.12 2.65 91. 12.0 0.12 2.65 47. 10.0 0.12 2.65 39. 9.1 0.12 2.65 55. 10.9 0.12 2.65 53. 10.7 0.12 2.65 80. 14.1 0.12 2.65 First hour of profile data YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 5.8 1 62. 0.87 283.8 99.0 -99.00 -99.00 F indicates top of profile (=1) or below (=0) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 24 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 Page 58 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.02347 419414.82 3737330.46 0.02210 419434.82 3737330.46 0.02073 419454.82 3737330.46 0.01941 419474.82 3737330.46 0.01819 419494.82 3737330.46 0.01724 419514.82 3737330.46 0.01645 419534.82 3737330.46 0.01569 419554.82 3737330.46 0.01496 419574.82 3737330.46 0.01420 419594.82 3737330.46 0.01348 419614.82 3737330.46 0.01279 419634.82 3737330.46 0.01214 419654.82 3737330.46 0.01159 419374.82 3737350.46 0.02372 419394.82 3737350.46 0.02232 419414.82 3737350.46 0.02090 419434.82 3737350.46 0.01959 419454.82 3737350.46 0.01840 419474.82 3737350.46 0.01727 419494.82 3737350.46 0.01648 419514.82 3737350.46 0.01575 419534.82 3737350.46 0.01492 419554.82 3737350.46 0.01419 419574.82 3737350.46 0.01349 419594.82 3737350.46 0.01284 419614.82 3737350.46 0.01224 419634.82 3737350.46 0.01168 419654.82 3737350.46 0.01122 419374.82 3737370.46 0.02262 419394.82 3737370.46 0.02123 419414.82 3737370.46 0.01985 Page 59 MainPlace_r.ADO 419434.82 3737370.46 0.01862 419454.82 3737370.46 0.01753 419474.82 3737370.46 0.01652 419494.82 3737370.46 0.01589 419514.82 3737370.46 0.01532 419534.82 3737370.46 0.01460 419554.82 3737370.46 0.01388 419574.82 3737370.46 0.01323 419594.82 3737370.46 0.01260 419614.82 3737370.46 0.01200 419634.82 3737370.46 0.01148 419654.82 3737370.46 0.01104 419354.82 3737390.46 0.02263 419374.82 3737390.46 0.02149 419394.82 3737390.46 0.02019 419414.82 3737390.46 0.01892 419434.82 3737390.46 0.01777 419454.82 3737390.46 0.01677 419474.82 3737390.46 0.01585 419494.82 3737390.46 0.01522 419514.82 3737390.46 0.01468 419534.82 3737390.46 0.01405 419554.82 3737390.46 0.01339 419574.82 3737390.46 0.01280 419594.82 3737390.46 0.01224 419614.82 3737390.46 0.01172 419634.82 3737390.46 0.01127 419654.82 3737390.46 0.01089 419354.82 3737410.46 0.02133 419374.82 3737410.46 0.02036 419394.82 3737410.46 0.01921 419414.82 3737410.46 0.01806 419434.82 3737410.46 0.01701 419454.82 3737410.46 0.01610 419474.82 3737410.46 0.01524 419494.82 3737410.46 0.01454 419514.82 3737410.46 0.01394 419534.82 3737410.46 0.01338 419554.82 3737410.46 0.01283 419574.82 3737410.46 0.01231 419594.82 3737410.46 0.01184 419614.82 3737410.46 0.01143 419634.82 3737410.46 0.01108 419654.82 3737410.46 0.01075 419334.82 3737430.46 0.02144 419354.82 3737430.46 0.02021 419374.82 3737430.46 0.01931 419394.82 3737430.46 0.01824 Page 60 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 25 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 3737430.46 - - - - - - 0.01723 419434.82 3737430.46 0.01628 419454.82 3737430.46 0.01527 419474.82 3737430.46 0.01456 419494.82 3737430.46 0.01398 419514.82 3737430.46 0.01345 419534.82 3737430.46 0.01295 419554.82 3737430.46 0.01249 419574.82 3737430.46 0.01207 419594.82 3737430.46 0.01171 419614.82 3737430.46 0.01139 419634.82 3737430.46 0.01108 419654.82 3737430.46 0.01066 419334.82 3737450.46 0.02030 419354.82 3737450.46 0.01924 419374.82 3737450.46 0.01835 419394.82 3737450.46 0.01739 419414.82 3737450.46 0.01646 419434.82 3737450.46 0.01559 419454.82 Page 61 MainPlace_r.ADO 3737450.46 0.01469 419474.82 3737450.46 0.01409 419494.82 3737450.46 0.01357 419514.82 3737450.46 0.01311 419534.82 3737450.46 0.01263 419554.82 3737450.46 0.01221 419574.82 3737450.46 0.01186 419594.82 3737450.46 0.01156 419614.82 3737450.46 0.01128 419634.82 3737450.46 0.01097 419654.82 3737450.46 0.01054 419314.82 3737470.46 0.02102 419334.82 3737470.46 0.01938 419354.82 3737470.46 0.01839 419374.82 3737470.46 0.01751 419394.82 3737470.46 0.01662 419414.82 3737470.46 0.01573 419434.82 3737470.46 0.01492 419454.82 3737470.46 0.01433 419474.82 3737470.46 0.01378 419494.82 3737470.46 0.01331 419514.82 3737470.46 0.01287 419534.82 3737470.46 0.01243 419554.82 3737470.46 0.01199 419574.82 3737470.46 0.01166 419594.82 3737470.46 0.01138 419614.82 3737470.46 0.01111 419634.82 3737470.46 0.01079 419654.82 3737470.46 0.01040 419314.82 3737490.46 0.01984 419334.82 3737490.46 0.01850 419354.82 3737490.46 0.01737 419374.82 3737490.46 0.01665 419394.82 3737490.46 0.01590 419414.82 3737490.46 0.01519 419434.82 3737490.46 0.01455 419454.82 3737490.46 0.01403 419474.82 3737490.46 0.01352 419494.82 3737490.46 0.01306 419514.82 3737490.46 0.01263 419534.82 3737490.46 0.01222 419554.82 3737490.46 0.01182 419574.82 3737490.46 0.01149 419594.82 3737490.46 0.01119 419614.82 3737490.46 0.01089 419634.82 3737490.46 0.01061 419654.82 3737490.46 0.01025 419294.82 3737510.46 0.02005 419314.82 Page 62 3737510.46 0.01881 419334.82 3737510.46 3737510.46 0.01655 419374.82 3737510.46 3737510.46 0.01534 419414.82 3737510.46 3737510.46 0.01424 419454.82 3737510.46 3737510.46 0.01328 419494.82 3737510.46 3737510.46 0.01243 419534.82 3737510.46 3737510.46 0.01169 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 0.01770 419354.82 0.01596 419394.82 0.01476 419434.82 0.01374 419474.82 0.01284 419514.82 0.01208 419554.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 06:44:57 PAGE 26 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) - - - - - - - - - CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - 3737510.46 - - - - - - 0.01135 419594.82 3737510.46 0.01102 419614.82 3737510.46 0.01069 419634.82 3737510.46 0.01036 419654.82 3737510.46 0.01003 419294.82 3737530.46 0.01925 Page 63 MainPlace_r.ADO 419314.82 3737530.46 0.01805 419334.82 3737530.46 0.01697 419354.82 3737530.46 0.01604 419374.82 3737530.46 0.01547 419394.82 3737530.46 0.01494 419414.82 3737530.46 0.01442 419434.82 3737530.46 0.01394 419454.82 3737530.46 0.01349 419474.82 3737530.46 0.01307 419494.82 3737530.46 0.01266 419514.82 3737530.46 0.01229 419534.82 3737530.46 0.01200 419554.82 3737530.46 0.01159 419574.82 3737530.46 0.01123 419594.82 3737530.46 0.01087 419614.82 3737530.46 0.01049 419634.82 3737530.46 0.01004 419654.82 3737530.46 0.00976 419274.82 3737550.46 0.02005 419294.82 3737550.46 0.01872 419314.82 3737550.46 0.01755 419334.82 3737550.46 0.01652 419354.82 3737550.46 0.01564 419374.82 3737550.46 0.01509 419394.82 3737550.46 0.01460 419414.82 3737550.46 0.01413 419434.82 3737550.46 0.01367 419454.82 3737550.46 0.01325 419474.82 3737550.46 0.01284 419494.82 3737550.46 0.01245 419514.82 3737550.46 0.01209 419534.82 3737550.46 0.01177 419554.82 3737550.46 0.01142 419574.82 3737550.46 0.01106 419594.82 3737550.46 0.01071 419614.82 3737550.46 0.01034 419634.82 3737550.46 0.00995 419654.82 3737550.46 0.00971 419274.82 3737570.46 0.01961 419294.82 3737570.46 0.01827 419314.82 3737570.46 0.01713 419334.82 3737570.46 0.01616 419354.82 3737570.46 0.01529 419374.82 3737570.46 0.01478 419394.82 3737570.46 0.01430 419414.82 3737570.46 0.01386 419434.82 3737570.46 0.01343 419454.82 3737570.46 0.01303 Page 64 MainPlace_r.ADO 419474.82 3737570.46 0.01264 419494.82 3737570.46 0.01226 419514.82 3737570.46 0.01190 419534.82 3737570.46 0.01159 419554.82 3737570.46 0.01126 419574.82 3737570.46 0.01092 419594.82 3737570.46 0.01057 419614.82 3737570.46 0.01020 419634.82 3737570.46 0.00985 419654.82 3737570.46 0.00964 419254.82 3737590.46 0.02067 419274.82 3737590.46 0.01913 419294.82 3737590.46 0.01788 419314.82 3737590.46 0.01681 419334.82 3737590.46 0.01587 419354.82 3737590.46 0.01502 419374.82 3737590.46 0.01455 419394.82 3737590.46 0.01407 419414.82 3737590.46 0.01363 419434.82 3737590.46 0.01322 419454.82 3737590.46 0.01282 419474.82 3737590.46 0.01244 419494.82 3737590.46 0.01208 419514.82 3737590.46 0.01176 419534.82 3737590.46 0.01152 419554.82 3737590.46 0.01114 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 27 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** Page 65 *** DISCRETE CARTESIAN RECEPTOR POINTS MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01080 419594.82 3737590.46 0.01045 419614.82 3737590.46 0.01007 419634.82 3737590.46 0.00969 419654.82 3737590.46 0.00953 419254.82 3737610.46 0.02020 419274.82 3737610.46 0.01884 419294.82 3737610.46 0.01767 419314.82 3737610.46 0.01664 419334.82 3737610.46 0.01573 419354.82 3737610.46 0.01488 419374.82 3737610.46 0.01433 419394.82 3737610.46 0.01384 419414.82 3737610.46 0.01340 419434.82 3737610.46 0.01301 419454.82 3737610.46 0.01263 419474.82 3737610.46 0.01227 419494.82 3737610.46 0.01192 419514.82 3737610.46 0.01160 419534.82 3737610.46 0.01134 419554.82 3737610.46 0.01103 419574.82 3737610.46 0.01070 419594.82 3737610.46 0.01037 419614.82 3737610.46 0.01005 419634.82 3737610.46 0.00965 419654.82 3737610.46 0.00952 419254.82 3737630.46 0.01976 419274.82 3737630.46 0.01863 419294.82 3737630.46 0.01754 419314.82 3737630.46 0.01656 419334.82 3737630.46 0.01566 419354.82 3737630.46 0.01482 419374.82 3737630.46 0.01416 419394.82 3737630.46 0.01364 419414.82 3737630.46 0.01321 419434.82 3737630.46 0.01282 419454.82 3737630.46 0.01246 419474.82 3737630.46 0.01211 419494.82 3737630.46 0.01177 419514.82 3737630.46 0.01145 419534.82 3737630.46 0.01116 419554.82 Page 66 MainPlace r.ADO 3737630.46 0.01091 419574.82 3737630.46 0.01061 419594.82 3737630.46 0.01032 419614.82 3737630.46 0.01007 419634.82 3737630.46 0.00969 419654.82 3737630.46 0.00954 419234.82 3737650.46 0.02047 419254.82 3737650.46 0.01933 419274.82 3737650.46 0.01838 419294.82 3737650.46 0.01748 419314.82 3737650.46 0.01655 419334.82 3737650.46 0.01567 419354.82 3737650.46 0.01487 419374.82 3737650.46 0.01417 419394.82 3737650.46 0.01355 419414.82 3737650.46 0.01305 419434.82 3737650.46 0.01266 419454.82 3737650.46 0.01231 419474.82 3737650.46 0.01197 419494.82 3737650.46 0.01164 419514.82 3737650.46 0.01133 419534.82 3737650.46 0.01103 419554.82 3737650.46 0.01075 419574.82 3737650.46 0.01051 419594.82 3737650.46 0.01029 419614.82 3737650.46 0.01010 419634.82 3737650.46 0.00984 419654.82 3737650.46 0.00959 419234.82 3737670.46 0.01989 419254.82 3737670.46 0.01886 419274.82 3737670.46 0.01802 419294.82 3737670.46 0.01718 419314.82 3737670.46 0.01632 419334.82 3737670.46 0.01548 419354.82 3737670.46 0.01471 419374.82 3737670.46 0.01403 419394.82 3737670.46 0.01340 419414.82 3737670.46 0.01288 419434.82 3737670.46 0.01251 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 28 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER Page 67 5 MainPlace r.ADO YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 - - - - - - 0.01217 419474.82 3737670.46 0.01185 419494.82 3737670.46 0.01153 419514.82 3737670.46 0.01122 419534.82 3737670.46 0.01093 419554.82 3737670.46 0.01066 419574.82 3737670.46 0.01043 419594.82 3737670.46 0.01024 419614.82 3737670.46 0.01008 419634.82 3737670.46 0.00986 419654.82 3737670.46 0.00960 419234.82 3737690.46 0.01925 419254.82 3737690.46 0.01841 419274.82 3737690.46 0.01761 419294.82 3737690.46 0.01681 419314.82 3737690.46 0.01601 419334.82 3737690.46 0.01523 419354.82 3737690.46 0.01447 419374.82 3737690.46 0.01384 419394.82 3737690.46 0.01323 419414.82 3737690.46 0.01272 419434.82 3737690.46 0.01238 419454.82 3737690.46 0.01206 419474.82 3737690.46 0.01174 419494.82 3737690.46 0.01144 419514.82 3737690.46 0.01114 419534.82 3737690.46 0.01084 419554.82 3737690.46 0.01059 Page 68 MainPlace_r.ADO 419574.82 3737690.46 0.01037 419594.82 3737690.46 0.01019 419614.82 3737690.46 0.01004 419634.82 3737690.46 0.00984 419654.82 3737690.46 0.00959 419234.82 3737710.46 0.01892 419254.82 3737710.46 0.01809 419274.82 3737710.46 0.01730 419294.82 3737710.46 0.01653 419314.82 3737710.46 0.01577 419334.82 3737710.46 0.01504 419354.82 3737710.46 0.01433 419374.82 3737710.46 0.01367 419394.82 3737710.46 0.01307 419414.82 3737710.46 0.01259 419434.82 3737710.46 0.01228 419454.82 3737710.46 0.01196 419474.82 3737710.46 0.01166 419494.82 3737710.46 0.01136 419514.82 3737710.46 0.01106 419534.82 3737710.46 0.01074 419554.82 3737710.46 0.01053 419574.82 3737710.46 0.01032 419594.82 3737710.46 0.01013 419614.82 3737710.46 0.00999 419634.82 3737710.46 0.00977 419654.82 3737710.46 0.00960 419234.82 3737730.46 0.01877 419254.82 3737730.46 0.01786 419274.82 3737730.46 0.01707 419294.82 3737730.46 0.01631 419314.82 3737730.46 0.01558 419334.82 3737730.46 0.01488 419354.82 3737730.46 0.01419 419374.82 3737730.46 0.01355 419394.82 3737730.46 0.01298 419414.82 3737730.46 0.01252 419434.82 3737730.46 0.01218 419454.82 3737730.46 0.01188 419474.82 3737730.46 0.01162 419494.82 3737730.46 0.01136 419514.82 3737730.46 0.01108 419534.82 3737730.46 0.01078 419554.82 3737730.46 0.01056 419574.82 3737730.46 0.01033 419594.82 3737730.46 0.01012 419614.82 3737730.46 0.00994 419634.82 3737730.46 0.00976 Page 69 419654.82 3737730.46 3737750.46 0.01882 419254.82 3737750.46 3737750.46 0.01689 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.00957 0.01773 *** C:\Lakes\AERMOD *** *** 06:44:57 PAGE 29 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 419234.82 419274.82 12/29/18 *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - 0.01616 419314.82 3737750.46 0.01545 419334.82 3737750.46 0.01476 419354.82 3737750.46 0.01408 419374.82 3737750.46 0.01347 419394.82 3737750.46 0.01294 419414.82 3737750.46 0.01249 419434.82 3737750.46 0.01211 419454.82 3737750.46 0.01180 419474.82 3737750.46 0.01160 419494.82 3737750.46 0.01140 419514.82 3737750.46 0.01116 419534.82 3737750.46 0.01088 419554.82 3737750.46 0.01062 419574.82 3737750.46 0.01039 419594.82 Page 70 MainPlace_r.ADO 3737750.46 0.01015 419614.82 3737750.46 0.00991 419634.82 3737750.46 0.00979 419654.82 3737750.46 0.00956 419234.82 3737770.46 0.01877 419254.82 3737770.46 0.01805 419274.82 3737770.46 0.01693 419294.82 3737770.46 0.01608 419314.82 3737770.46 0.01534 419334.82 3737770.46 0.01466 419354.82 3737770.46 0.01396 419374.82 3737770.46 0.01334 419394.82 3737770.46 0.01285 419414.82 3737770.46 0.01245 419434.82 3737770.46 0.01208 419454.82 3737770.46 0.01178 419474.82 3737770.46 0.01158 419494.82 3737770.46 0.01139 419514.82 3737770.46 0.01118 419534.82 3737770.46 0.01088 419554.82 3737770.46 0.01069 419574.82 3737770.46 0.01044 419594.82 3737770.46 0.01017 419614.82 3737770.46 0.00997 419634.82 3737770.46 0.00985 419654.82 3737770.46 0.00964 419254.82 3737790.46 0.01806 419274.82 3737790.46 0.01689 419294.82 3737790.46 0.01605 419314.82 3737790.46 0.01532 419334.82 3737790.46 0.01464 419354.82 3737790.46 0.01394 419374.82 3737790.46 0.01331 419394.82 3737790.46 0.01283 419414.82 3737790.46 0.01244 419434.82 3737790.46 0.01207 419454.82 3737790.46 0.01178 419474.82 3737790.46 0.01159 419494.82 3737790.46 0.01141 419514.82 3737790.46 0.01119 419534.82 3737790.46 0.01089 419554.82 3737790.46 0.01069 419574.82 3737790.46 0.01044 419594.82 3737790.46 0.01019 419614.82 3737790.46 0.01000 419634.82 3737790.46 0.00990 419654.82 3737790.46 0.00970 419274.82 3737810.46 0.01679 419294.82 Page 71 3737810.46 0.01607 419314.82 3737810.46 3737810.46 0.01470 419354.82 3737810.46 3737810.46 0.01338 419394.82 3737810.46 3737810.46 0.01247 419434.82 3737810.46 3737810.46 0.01181 419474.82 3737810.46 3737810.46 0.01147 419514.82 3737810.46 3737810.46 0.01092 419554.82 3737810.46 3737810.46 0.01042 419594.82 3737810.46 3737810.46 0.01004 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc MainPlace r.ADO 0.01541 419334.82 0.01400 419374.82 0.01288 419414.82 0.01210 419454.82 0.01165 419494.82 0.01121 419534.82 0.01066 419574.82 0.01021 419614.82 *** C:\Lakes\AERMOD *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 30 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.00996 419654.82 3737810.46 0.00975 Page 72 MainPlace_r.ADO 419294.82 3737830.46 0.01627 419314.82 3737830.46 0.01562 419334.82 3737830.46 0.01490 419354.82 3737830.46 0.01419 419374.82 3737830.46 0.01361 419394.82 3737830.46 0.01316 419414.82 3737830.46 0.01272 419434.82 3737830.46 0.01218 419454.82 3737830.46 0.01186 419474.82 3737830.46 0.01173 419494.82 3737830.46 0.01157 419514.82 3737830.46 0.01131 419534.82 3737830.46 0.01101 419554.82 3737830.46 0.01072 419574.82 3737830.46 0.01047 419594.82 3737830.46 0.01029 419614.82 3737830.46 0.01018 419634.82 3737830.46 0.01009 419654.82 3737830.46 0.00989 419314.82 3737850.46 0.01583 419334.82 3737850.46 0.01514 419354.82 3737850.46 0.01448 419374.82 3737850.46 0.01394 419394.82 3737850.46 0.01349 419414.82 3737850.46 0.01303 419434.82 3737850.46 0.01246 419454.82 3737850.46 0.01211 419474.82 3737850.46 0.01193 419494.82 3737850.46 0.01171 419514.82 3737850.46 0.01137 419534.82 3737850.46 0.01109 419554.82 3737850.46 0.01085 419574.82 3737850.46 0.01063 419594.82 3737850.46 0.01044 419614.82 3737850.46 0.01034 419634.82 3737850.46 0.01023 419654.82 3737850.46 0.01004 419514.82 3737870.46 0.01141 419534.82 3737870.46 0.01119 419554.82 3737870.46 0.01107 419574.82 3737870.46 0.01091 419594.82 3737870.46 0.01073 419614.82 3737870.46 0.01055 419634.82 3737870.46 0.01039 419654.82 3737870.46 0.01023 419514.82 3737890.46 0.01324 419534.82 3737890.46 0.01300 419554.82 3737890.46 0.01283 Page 73 419574.82 3737890.46 3737890.46 0.01248 419614.82 3737890.46 3737890.46 0.01220 419654.82 3737890.46 3737890.46 0.01187 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01266 419594.82 0.01232 419634.82 0.01211 419674.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 06:44:57 PAGE 31 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.02347 419414.82 3737330.46 0.02210 419434.82 3737330.46 0.02073 419454.82 3737330.46 0.01941 419474.82 3737330.46 0.01819 419494.82 3737330.46 0.01724 419514.82 3737330.46 0.01645 419534.82 3737330.46 0.01569 419554.82 3737330.46 0.01496 419574.82 3737330.46 0.01420 419594.82 3737330.46 0.01348 419614.82 3737330.46 0.01279 419634.82 3737330.46 0.01214 419654.82 Page 74 MainPlace_r.ADO 3737330.46 0.01159 419374.82 3737350.46 0.02372 419394.82 3737350.46 0.02232 419414.82 3737350.46 0.02090 419434.82 3737350.46 0.01959 419454.82 3737350.46 0.01840 419474.82 3737350.46 0.01727 419494.82 3737350.46 0.01648 419514.82 3737350.46 0.01575 419534.82 3737350.46 0.01492 419554.82 3737350.46 0.01419 419574.82 3737350.46 0.01349 419594.82 3737350.46 0.01284 419614.82 3737350.46 0.01224 419634.82 3737350.46 0.01168 419654.82 3737350.46 0.01122 419374.82 3737370.46 0.02262 419394.82 3737370.46 0.02123 419414.82 3737370.46 0.01985 419434.82 3737370.46 0.01862 419454.82 3737370.46 0.01753 419474.82 3737370.46 0.01652 419494.82 3737370.46 0.01589 419514.82 3737370.46 0.01532 419534.82 3737370.46 0.01460 419554.82 3737370.46 0.01388 419574.82 3737370.46 0.01323 419594.82 3737370.46 0.01260 419614.82 3737370.46 0.01200 419634.82 3737370.46 0.01148 419654.82 3737370.46 0.01104 419354.82 3737390.46 0.02263 419374.82 3737390.46 0.02149 419394.82 3737390.46 0.02019 419414.82 3737390.46 0.01892 419434.82 3737390.46 0.01777 419454.82 3737390.46 0.01677 419474.82 3737390.46 0.01585 419494.82 3737390.46 0.01522 419514.82 3737390.46 0.01468 419534.82 3737390.46 0.01405 419554.82 3737390.46 0.01339 419574.82 3737390.46 0.01280 419594.82 3737390.46 0.01224 419614.82 3737390.46 0.01172 419634.82 3737390.46 0.01127 419654.82 3737390.46 0.01089 419354.82 3737410.46 0.02133 419374.82 Page 75 MainPlace_r.ADO 3737410.46 0.02036 419394.82 3737410.46 0.01921 419414.82 3737410.46 0.01806 419434.82 3737410.46 0.01701 419454.82 3737410.46 0.01610 419474.82 3737410.46 0.01524 419494.82 3737410.46 0.01454 419514.82 3737410.46 0.01394 419534.82 3737410.46 0.01338 419554.82 3737410.46 0.01283 419574.82 3737410.46 0.01231 419594.82 3737410.46 0.01184 419614.82 3737410.46 0.01143 419634.82 3737410.46 0.01108 419654.82 3737410.46 0.01075 419334.82 3737430.46 0.02144 419354.82 3737430.46 0.02021 419374.82 3737430.46 0.01931 419394.82 3737430.46 0.01824 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 32 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 76 MainPlace_r.ADO 419414.82 3737430.46 0.01723 419434.82 3737430.46 0.01628 419454.82 3737430.46 0.01527 419474.82 3737430.46 0.01456 419494.82 3737430.46 0.01398 419514.82 3737430.46 0.01345 419534.82 3737430.46 0.01295 419554.82 3737430.46 0.01249 419574.82 3737430.46 0.01207 419594.82 3737430.46 0.01171 419614.82 3737430.46 0.01139 419634.82 3737430.46 0.01108 419654.82 3737430.46 0.01066 419334.82 3737450.46 0.02030 419354.82 3737450.46 0.01924 419374.82 3737450.46 0.01835 419394.82 3737450.46 0.01739 419414.82 3737450.46 0.01646 419434.82 3737450.46 0.01559 419454.82 3737450.46 0.01469 419474.82 3737450.46 0.01409 419494.82 3737450.46 0.01357 419514.82 3737450.46 0.01311 419534.82 3737450.46 0.01263 419554.82 3737450.46 0.01221 419574.82 3737450.46 0.01186 419594.82 3737450.46 0.01156 419614.82 3737450.46 0.01128 419634.82 3737450.46 0.01097 419654.82 3737450.46 0.01054 419314.82 3737470.46 0.02102 419334.82 3737470.46 0.01938 419354.82 3737470.46 0.01839 419374.82 3737470.46 0.01751 419394.82 3737470.46 0.01662 419414.82 3737470.46 0.01573 419434.82 3737470.46 0.01492 419454.82 3737470.46 0.01433 419474.82 3737470.46 0.01378 419494.82 3737470.46 0.01331 419514.82 3737470.46 0.01287 419534.82 3737470.46 0.01243 419554.82 3737470.46 0.01199 419574.82 3737470.46 0.01166 419594.82 3737470.46 0.01138 419614.82 3737470.46 0.01111 419634.82 3737470.46 0.01079 419654.82 3737470.46 0.01040 Page 77 MainPlace_r.ADO 419314.82 3737490.46 0.01984 419334.82 3737490.46 0.01850 419354.82 3737490.46 0.01737 419374.82 3737490.46 0.01665 419394.82 3737490.46 0.01590 419414.82 3737490.46 0.01519 419434.82 3737490.46 0.01455 419454.82 3737490.46 0.01403 419474.82 3737490.46 0.01352 419494.82 3737490.46 0.01306 419514.82 3737490.46 0.01263 419534.82 3737490.46 0.01222 419554.82 3737490.46 0.01182 419574.82 3737490.46 0.01149 419594.82 3737490.46 0.01119 419614.82 3737490.46 0.01089 419634.82 3737490.46 0.01061 419654.82 3737490.46 0.01025 419294.82 3737510.46 0.02005 419314.82 3737510.46 0.01881 419334.82 3737510.46 0.01770 419354.82 3737510.46 0.01655 419374.82 3737510.46 0.01596 419394.82 3737510.46 0.01534 419414.82 3737510.46 0.01476 419434.82 3737510.46 0.01424 419454.82 3737510.46 0.01374 419474.82 3737510.46 0.01328 419494.82 3737510.46 0.01284 419514.82 3737510.46 0.01243 419534.82 3737510.46 0.01208 419554.82 3737510.46 0.01169 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 33 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , Page 78 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737510.46 - - - - - - 0.01135 419594.82 3737510.46 0.01102 419614.82 3737510.46 0.01069 419634.82 3737510.46 0.01036 419654.82 3737510.46 0.01003 419294.82 3737530.46 0.01925 419314.82 3737530.46 0.01805 419334.82 3737530.46 0.01697 419354.82 3737530.46 0.01604 419374.82 3737530.46 0.01547 419394.82 3737530.46 0.01494 419414.82 3737530.46 0.01442 419434.82 3737530.46 0.01394 419454.82 3737530.46 0.01349 419474.82 3737530.46 0.01307 419494.82 3737530.46 0.01266 419514.82 3737530.46 0.01229 419534.82 3737530.46 0.01200 419554.82 3737530.46 0.01159 419574.82 3737530.46 0.01123 419594.82 3737530.46 0.01087 419614.82 3737530.46 0.01049 419634.82 3737530.46 0.01004 419654.82 3737530.46 0.00976 419274.82 3737550.46 0.02005 419294.82 3737550.46 0.01872 419314.82 3737550.46 0.01755 419334.82 3737550.46 0.01652 419354.82 3737550.46 0.01564 419374.82 3737550.46 0.01509 419394.82 3737550.46 0.01460 419414.82 3737550.46 0.01413 419434.82 3737550.46 0.01367 419454.82 3737550.46 0.01325 419474.82 3737550.46 0.01284 419494.82 Page 79 MainPlace_r.ADO 3737550.46 0.01245 419514.82 3737550.46 0.01209 419534.82 3737550.46 0.01177 419554.82 3737550.46 0.01142 419574.82 3737550.46 0.01106 419594.82 3737550.46 0.01071 419614.82 3737550.46 0.01034 419634.82 3737550.46 0.00995 419654.82 3737550.46 0.00971 419274.82 3737570.46 0.01961 419294.82 3737570.46 0.01827 419314.82 3737570.46 0.01713 419334.82 3737570.46 0.01616 419354.82 3737570.46 0.01529 419374.82 3737570.46 0.01478 419394.82 3737570.46 0.01430 419414.82 3737570.46 0.01386 419434.82 3737570.46 0.01343 419454.82 3737570.46 0.01303 419474.82 3737570.46 0.01264 419494.82 3737570.46 0.01226 419514.82 3737570.46 0.01190 419534.82 3737570.46 0.01159 419554.82 3737570.46 0.01126 419574.82 3737570.46 0.01092 419594.82 3737570.46 0.01057 419614.82 3737570.46 0.01020 419634.82 3737570.46 0.00985 419654.82 3737570.46 0.00964 419254.82 3737590.46 0.02067 419274.82 3737590.46 0.01913 419294.82 3737590.46 0.01788 419314.82 3737590.46 0.01681 419334.82 3737590.46 0.01587 419354.82 3737590.46 0.01502 419374.82 3737590.46 0.01455 419394.82 3737590.46 0.01407 419414.82 3737590.46 0.01363 419434.82 3737590.46 0.01322 419454.82 3737590.46 0.01282 419474.82 3737590.46 0.01244 419494.82 3737590.46 0.01208 419514.82 3737590.46 0.01176 419534.82 3737590.46 0.01152 419554.82 3737590.46 0.01114 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** Page 80 MainPlace_r.ADO *** 06:44:57 PAGE 34 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.01080 419594.82 3737590.46 0.01045 419614.82 3737590.46 0.01007 419634.82 3737590.46 0.00969 419654.82 3737590.46 0.00953 419254.82 3737610.46 0.02020 419274.82 3737610.46 0.01884 419294.82 3737610.46 0.01767 419314.82 3737610.46 0.01664 419334.82 3737610.46 0.01573 419354.82 3737610.46 0.01488 419374.82 3737610.46 0.01433 419394.82 3737610.46 0.01384 419414.82 3737610.46 0.01340 419434.82 3737610.46 0.01301 419454.82 3737610.46 0.01263 419474.82 3737610.46 0.01227 419494.82 3737610.46 0.01192 419514.82 3737610.46 0.01160 419534.82 3737610.46 0.01134 419554.82 3737610.46 0.01103 419574.82 3737610.46 0.01070 Page 81 MainPlace_r.ADO 419594.82 3737610.46 0.01037 419614.82 3737610.46 0.01005 419634.82 3737610.46 0.00965 419654.82 3737610.46 0.00952 419254.82 3737630.46 0.01976 419274.82 3737630.46 0.01863 419294.82 3737630.46 0.01754 419314.82 3737630.46 0.01656 419334.82 3737630.46 0.01566 419354.82 3737630.46 0.01482 419374.82 3737630.46 0.01416 419394.82 3737630.46 0.01364 419414.82 3737630.46 0.01321 419434.82 3737630.46 0.01282 419454.82 3737630.46 0.01246 419474.82 3737630.46 0.01211 419494.82 3737630.46 0.01177 419514.82 3737630.46 0.01145 419534.82 3737630.46 0.01116 419554.82 3737630.46 0.01091 419574.82 3737630.46 0.01061 419594.82 3737630.46 0.01032 419614.82 3737630.46 0.01007 419634.82 3737630.46 0.00969 419654.82 3737630.46 0.00954 419234.82 3737650.46 0.02047 419254.82 3737650.46 0.01933 419274.82 3737650.46 0.01838 419294.82 3737650.46 0.01748 419314.82 3737650.46 0.01655 419334.82 3737650.46 0.01567 419354.82 3737650.46 0.01487 419374.82 3737650.46 0.01417 419394.82 3737650.46 0.01355 419414.82 3737650.46 0.01305 419434.82 3737650.46 0.01266 419454.82 3737650.46 0.01231 419474.82 3737650.46 0.01197 419494.82 3737650.46 0.01164 419514.82 3737650.46 0.01133 419534.82 3737650.46 0.01103 419554.82 3737650.46 0.01075 419574.82 3737650.46 0.01051 419594.82 3737650.46 0.01029 419614.82 3737650.46 0.01010 419634.82 3737650.46 0.00984 419654.82 3737650.46 0.00959 419234.82 3737670.46 0.01989 Page 82 419254.82 3737670.46 3737670.46 0.01802 419294.82 3737670.46 3737670.46 0.01632 419334.82 3737670.46 3737670.46 0.01471 419374.82 3737670.46 3737670.46 0.01340 419414.82 3737670.46 3737670.46 0.01251 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01886 419274.82 0.01718 419314.82 0.01548 419354.82 0.01403 419394.82 0.01288 419434.82 *** C:\Lakes\AERMOD *** 12/29/18 *** 06:44:57 PAGE 35 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 0.01217 419474.82 3737670.46 0.01185 419494.82 3737670.46 0.01153 419514.82 3737670.46 0.01122 419534.82 3737670.46 0.01093 419554.82 3737670.46 0.01066 419574.82 3737670.46 0.01043 419594.82 3737670.46 0.01024 419614.82 3737670.46 0.01008 419634.82 Page 83 MainPlace_r.ADO 3737670.46 0.00986 419654.82 3737670.46 0.00960 419234.82 3737690.46 0.01925 419254.82 3737690.46 0.01841 419274.82 3737690.46 0.01761 419294.82 3737690.46 0.01681 419314.82 3737690.46 0.01601 419334.82 3737690.46 0.01523 419354.82 3737690.46 0.01447 419374.82 3737690.46 0.01384 419394.82 3737690.46 0.01323 419414.82 3737690.46 0.01272 419434.82 3737690.46 0.01238 419454.82 3737690.46 0.01206 419474.82 3737690.46 0.01174 419494.82 3737690.46 0.01144 419514.82 3737690.46 0.01114 419534.82 3737690.46 0.01084 419554.82 3737690.46 0.01059 419574.82 3737690.46 0.01037 419594.82 3737690.46 0.01019 419614.82 3737690.46 0.01004 419634.82 3737690.46 0.00984 419654.82 3737690.46 0.00959 419234.82 3737710.46 0.01892 419254.82 3737710.46 0.01809 419274.82 3737710.46 0.01730 419294.82 3737710.46 0.01653 419314.82 3737710.46 0.01577 419334.82 3737710.46 0.01504 419354.82 3737710.46 0.01433 419374.82 3737710.46 0.01367 419394.82 3737710.46 0.01307 419414.82 3737710.46 0.01259 419434.82 3737710.46 0.01228 419454.82 3737710.46 0.01196 419474.82 3737710.46 0.01166 419494.82 3737710.46 0.01136 419514.82 3737710.46 0.01106 419534.82 3737710.46 0.01074 419554.82 3737710.46 0.01053 419574.82 3737710.46 0.01032 419594.82 3737710.46 0.01013 419614.82 3737710.46 0.00999 419634.82 3737710.46 0.00977 419654.82 3737710.46 0.00960 419234.82 3737730.46 0.01877 419254.82 3737730.46 0.01786 419274.82 Page 84 MainPlace_r.ADO 3737730.46 0.01707 419294.82 3737730.46 0.01631 419314.82 3737730.46 0.01558 419334.82 3737730.46 0.01488 419354.82 3737730.46 0.01419 419374.82 3737730.46 0.01355 419394.82 3737730.46 0.01298 419414.82 3737730.46 0.01252 419434.82 3737730.46 0.01218 419454.82 3737730.46 0.01188 419474.82 3737730.46 0.01162 419494.82 3737730.46 0.01136 419514.82 3737730.46 0.01108 419534.82 3737730.46 0.01078 419554.82 3737730.46 0.01056 419574.82 3737730.46 0.01033 419594.82 3737730.46 0.01012 419614.82 3737730.46 0.00994 419634.82 3737730.46 0.00976 419654.82 3737730.46 0.00957 419234.82 3737750.46 0.01882 419254.82 3737750.46 0.01773 419274.82 3737750.46 0.01689 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 36 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM_10 IN MICROGRAMS/M**3 ** Page 85 MainPlace_r.ADO X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - - 0.01616 419314.82 3737750.46 0.01545 419334.82 3737750.46 0.01476 419354.82 3737750.46 0.01408 419374.82 3737750.46 0.01347 419394.82 3737750.46 0.01294 419414.82 3737750.46 0.01249 419434.82 3737750.46 0.01211 419454.82 3737750.46 0.01180 419474.82 3737750.46 0.01160 419494.82 3737750.46 0.01140 419514.82 3737750.46 0.01116 419534.82 3737750.46 0.01088 419554.82 3737750.46 0.01062 419574.82 3737750.46 0.01039 419594.82 3737750.46 0.01015 419614.82 3737750.46 0.00991 419634.82 3737750.46 0.00979 419654.82 3737750.46 0.00956 419234.82 3737770.46 0.01877 419254.82 3737770.46 0.01805 419274.82 3737770.46 0.01693 419294.82 3737770.46 0.01608 419314.82 3737770.46 0.01534 419334.82 3737770.46 0.01466 419354.82 3737770.46 0.01396 419374.82 3737770.46 0.01334 419394.82 3737770.46 0.01285 419414.82 3737770.46 0.01245 419434.82 3737770.46 0.01208 419454.82 3737770.46 0.01178 419474.82 3737770.46 0.01158 419494.82 3737770.46 0.01139 419514.82 3737770.46 0.01118 419534.82 3737770.46 0.01088 419554.82 3737770.46 0.01069 419574.82 3737770.46 0.01044 419594.82 3737770.46 0.01017 419614.82 3737770.46 0.00997 419634.82 3737770.46 0.00985 419654.82 3737770.46 0.00964 419254.82 3737790.46 0.01806 419274.82 3737790.46 0.01689 419294.82 3737790.46 0.01605 Page 86 MainPlace_r.ADO 419314.82 3737790.46 0.01532 419334.82 3737790.46 0.01464 419354.82 3737790.46 0.01394 419374.82 3737790.46 0.01331 419394.82 3737790.46 0.01283 419414.82 3737790.46 0.01244 419434.82 3737790.46 0.01207 419454.82 3737790.46 0.01178 419474.82 3737790.46 0.01159 419494.82 3737790.46 0.01141 419514.82 3737790.46 0.01119 419534.82 3737790.46 0.01089 419554.82 3737790.46 0.01069 419574.82 3737790.46 0.01044 419594.82 3737790.46 0.01019 419614.82 3737790.46 0.01000 419634.82 3737790.46 0.00990 419654.82 3737790.46 0.00970 419274.82 3737810.46 0.01679 419294.82 3737810.46 0.01607 419314.82 3737810.46 0.01541 419334.82 3737810.46 0.01470 419354.82 3737810.46 0.01400 419374.82 3737810.46 0.01338 419394.82 3737810.46 0.01288 419414.82 3737810.46 0.01247 419434.82 3737810.46 0.01210 419454.82 3737810.46 0.01181 419474.82 3737810.46 0.01165 419494.82 3737810.46 0.01147 419514.82 3737810.46 0.01121 419534.82 3737810.46 0.01092 419554.82 3737810.46 0.01066 419574.82 3737810.46 0.01042 419594.82 3737810.46 0.01021 419614.82 3737810.46 0.01004 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 37 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , Page 87 *** MainPlace r.ADO L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 - - - - - - 0.00996 419654.82 3737810.46 0.00975 419294.82 3737830.46 0.01627 419314.82 3737830.46 0.01562 419334.82 3737830.46 0.01490 419354.82 3737830.46 0.01419 419374.82 3737830.46 0.01361 419394.82 3737830.46 0.01316 419414.82 3737830.46 0.01272 419434.82 3737830.46 0.01218 419454.82 3737830.46 0.01186 419474.82 3737830.46 0.01173 419494.82 3737830.46 0.01157 419514.82 3737830.46 0.01131 419534.82 3737830.46 0.01101 419554.82 3737830.46 0.01072 419574.82 3737830.46 0.01047 419594.82 3737830.46 0.01029 419614.82 3737830.46 0.01018 419634.82 3737830.46 0.01009 419654.82 3737830.46 0.00989 419314.82 3737850.46 0.01583 419334.82 3737850.46 0.01514 419354.82 3737850.46 0.01448 419374.82 3737850.46 0.01394 419394.82 3737850.46 0.01349 419414.82 3737850.46 0.01303 419434.82 3737850.46 0.01246 419454.82 3737850.46 0.01211 419474.82 3737850.46 0.01193 419494.82 3737850.46 0.01171 419514.82 Page 88 MainPlace_r.ADO 3737850.46 0.01137 419534.82 3737850.46 0.01109 419554.82 3737850.46 0.01085 419574.82 3737850.46 0.01063 419594.82 3737850.46 0.01044 419614.82 3737850.46 0.01034 419634.82 3737850.46 0.01023 419654.82 3737850.46 0.01004 419514.82 3737870.46 0.01141 419534.82 3737870.46 0.01119 419554.82 3737870.46 0.01107 419574.82 3737870.46 0.01091 419594.82 3737870.46 0.01073 419614.82 3737870.46 0.01055 419634.82 3737870.46 0.01039 419654.82 3737870.46 0.01023 419514.82 3737890.46 0.01324 419534.82 3737890.46 0.01300 419554.82 3737890.46 0.01283 419574.82 3737890.46 0.01266 419594.82 3737890.46 0.01248 419614.82 3737890.46 0.01232 419634.82 3737890.46 0.01220 419654.82 3737890.46 0.01211 419674.82 3737890.46 0.01187 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 38 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 Page 89 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.11391 - - (12061202) 419414.82 3737330.46 0.10291 (14111203) 419434.82 3737330.46 0.09324 (12081705) 419454.82 3737330.46 0.08508 (12081705) 419474.82 3737330.46 0.07919 (16102824) 419494.82 3737330.46 0.07420 (16102824) 419514.82 3737330.46 0.06938 (16102824) 419534.82 3737330.46 0.06542 (15091123) 419554.82 3737330.46 0.06211 (15091123) 419574.82 3737330.46 0.05926 (15091123) 419594.82 3737330.46 0.05661 (15091123) 419614.82 3737330.46 0.05411 (15091123) 419634.82 3737330.46 0.05211 (13100621) 419654.82 3737330.46 0.05015 (13100621) 419374.82 3737350.46 0.11816 (12061202) 419394.82 3737350.46 0.10646 (14111203) 419414.82 3737350.46 0.09636 (14111203) 419434.82 3737350.46 0.08788 (13111206) 419454.82 3737350.46 0.08138 (16102824) 419474.82 3737350.46 0.07646 (16102824) 419494.82 3737350.46 0.07154 (16102824) 419514.82 3737350.46 0.06741 (15091123) 419534.82 3737350.46 0.06427 (15091123) 419554.82 3737350.46 0.06125 (15091123) 419574.82 3737350.46 0.05843 (15091123) 419594.82 3737350.46 0.05570 (15091123) 419614.82 3737350.46 0.05338 (13100621) 419634.82 3737350.46 0.05133 (13100621) 419654.82 3737350.46 0.04916 (13091206) 419374.82 3737370.46 0.10986 (14111203) 419394.82 3737370.46 0.09939 (14111203) 419414.82 3737370.46 0.09046 (13111206) 419434.82 3737370.46 0.08352 (16102824) 419454.82 3737370.46 0.07834 (16102824) 419474.82 3737370.46 0.07359 (16102824) 419494.82 3737370.46 0.06913 (15091123) 419514.82 3737370.46 0.06536 (15091123) 419534.82 3737370.46 0.06211 (15091123) 419554.82 3737370.46 0.05916 (15091123) 419574.82 3737370.46 0.05623 (15091123) 419594.82 3737370.46 0.05401 (13100621) 419614.82 3737370.46 0.05190 (13100621) Page 90 MainPlace r.ADO 419634.82 3737370.46 0.04992 (13091206) 419654.82 3737370.46 0.04815 (13091206) 419354.82 3737390.46 0.11341 (14111203) 419374.82 3737390.46 0.10251 (14111203) 419394.82 3737390.46 0.09290 (13111206) 419414.82 3737390.46 0.08554 (16102824) 419434.82 3737390.46 0.08023 (16102824) 419454.82 3737390.46 0.07526 (16102824) 419474.82 3737390.46 0.07102 (15091123) 419494.82 3737390.46 0.06740 (15091123) 419514.82 3737390.46 0.06376 (15091123) 419534.82 3737390.46 0.06047 (15091123) 419554.82 3737390.46 0.05742 (15091123) 419574.82 3737390.46 0.05499 (13100621) 419594.82 3737390.46 0.05267 (13100621) 419614.82 3737390.46 0.05072 (13091206) 419634.82 3737390.46 0.04888 (13091206) 419654.82 3737390.46 0.04693 (13091206) 419354.82 3737410.46 0.10599 (14111203) 419374.82 3737410.46 0.09556 (13111206) 419394.82 3737410.46 0.08767 (13111206) 419414.82 3737410.46 0.08205 (16102824) 419434.82 3737410.46 0.07693 (16102824) 419454.82 3737410.46 0.07251 (15091123) 419474.82 3737410.46 0.06904 (15091123) 419494.82 3737410.46 0.06565 (15091123) 419514.82 3737410.46 0.06226 (15091123) 419534.82 3737410.46 0.05887 (15091123) 419554.82 3737410.46 0.05621 (13100621) 419574.82 3737410.46 0.05373 (13100621) 419594.82 3737410.46 0.05175 (13091206) 419614.82 3737410.46 0.04974 (13091206) 419634.82 3737410.46 0.04764 (12101523) 419654.82 3737410.46 0.04575 (15101523) 419334.82 3737430.46 0.10926 (14111203) 419354.82 3737430.46 0.09869 (14111203) 419374.82 3737430.46 0.09014 (13111206) 419394.82 3737430.46 0.08399 (16102824) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 39 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** Page 91 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07866 - - (16102824) 419434.82 3737430.46 0.07406 (15091123) 419454.82 3737430.46 0.07061 (15091123) 419474.82 3737430.46 0.06712 (15091123) 419494.82 3737430.46 0.06360 (15091123) 419514.82 3737430.46 0.06004 (15091123) 419534.82 3737430.46 0.05722 (13100621) 419554.82 3737430.46 0.05465 (13091206) 419574.82 3737430.46 0.05253 (13091206) 419594.82 3737430.46 0.05030 (13091206) 419614.82 3737430.46 0.04801 (12101523) 419634.82 3737430.46 0.04602 (15101523) 419654.82 3737430.46 0.04469 (14080501) 419334.82 3737450.46 0.10174 (14111203) 419354.82 3737450.46 0.09297 (16021522) 419374.82 3737450.46 0.08603 (16102824) 419394.82 3737450.46 0.08044 (16102824) 419414.82 3737450.46 0.07562 (15091123) 419434.82 3737450.46 0.07190 (15091123) 419454.82 3737450.46 0.06843 (15091123) 419474.82 3737450.46 0.06480 (15091123) 419494.82 3737450.46 0.06107 (15091123) 419514.82 3737450.46 0.05816 (13100621) 419534.82 3737450.46 0.05567 (13091206) 419554.82 3737450.46 0.05347 (13091206) 419574.82 3737450.46 0.05120 (12101523) 419594.82 3737450.46 0.04898 (15101523) 419614.82 3737450.46 0.04678 (15101523) 419634.82 3737450.46 0.04516 (14080501) 419654.82 Page 92 MainPlace r.ADO 3737450.46 0.04405 (14080501) 419314.82 3737470.46 0.10424 (14111203) 419334.82 3737470.46 0.09556 (16021522) 419354.82 3737470.46 0.08816 (12062803) 419374.82 3737470.46 0.08227 (16102824) 419394.82 3737470.46 0.07722 (15091123) 419414.82 3737470.46 0.07336 (15091123) 419434.82 3737470.46 0.06965 (15091123) 419454.82 3737470.46 0.06581 (15091123) 419474.82 3737470.46 0.06214 (12101721) 419494.82 3737470.46 0.05903 (13100621) 419514.82 3737470.46 0.05655 (13091206) 419534.82 3737470.46 0.05426 (13091206) 419554.82 3737470.46 0.05221 (12101523) 419574.82 3737470.46 0.05012 (15101523) 419594.82 3737470.46 0.04789 (15101523) 419614.82 3737470.46 0.04612 (14080501) 419634.82 3737470.46 0.04456 (14080501) 419654.82 3737470.46 0.04331 (14080501) 419314.82 3737490.46 0.09777 (16021522) 419334.82 3737490.46 0.09045 (12062803) 419354.82 3737490.46 0.08426 (16102824) 419374.82 3737490.46 0.07888 (15091123) 419394.82 3737490.46 0.07482 (15091123) 419414.82 3737490.46 0.07085 (15091123) 419434.82 3737490.46 0.06686 (15091123) 419454.82 3737490.46 0.06319 (12101721) 419474.82 3737490.46 0.05997 (12101721) 419494.82 3737490.46 0.05750 (13091206) 419514.82 3737490.46 0.05517 (12101523) 419534.82 3737490.46 0.05297 (15101523) 419554.82 3737490.46 0.05102 (15101523) 419574.82 3737490.46 0.04886 (15101523) 419594.82 3737490.46 0.04715 (14080501) 419614.82 3737490.46 0.04552 (14080501) 419634.82 3737490.46 0.04382 (14081002) 419654.82 3737490.46 0.04280 (14081002) 419294.82 3737510.46 0.10047 (16021522) 419314.82 3737510.46 0.09256 (12062803) 419334.82 3737510.46 0.08605 (16102824) 419354.82 3737510.46 0.08057 (15091123) 419374.82 3737510.46 0.07636 (15091123) 419394.82 3737510.46 0.07218 (15091123) 419414.82 3737510.46 0.06793 (15091123) 419434.82 3737510.46 0.06431 (12101721) 419454.82 3737510.46 0.06093 (13091206) 419474.82 3737510.46 0.05840 (13091206) 419494.82 3737510.46 0.05608 (12101523) 419514.82 Page 93 MainPlace r.ADO 3737510.46 0.05386 (15101523) 419534.82 3737510.46 0.05164 (15101523) 419554.82 3737510.46 0.04958 (14080501) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 40 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04796 - - (14080501) 419594.82 3737510.46 0.04631 (14080501) 419614.82 3737510.46 0.04489 (14081002) 419634.82 3737510.46 0.04368 (14081002) 419654.82 3737510.46 0.04251 (14081002) 419294.82 3737530.46 0.09461 (12062803) 419314.82 3737530.46 0.08793 (16102824) 419334.82 3737530.46 0.08224 (15091123) 419354.82 3737530.46 0.07791 (15091123) 419374.82 3737530.46 0.07352 (15091123) 419394.82 3737530.46 0.06910 (12101721) 419414.82 3737530.46 0.06549 (12101721) 419434.82 3737530.46 0.06200 (13091206) 419454.82 3737530.46 0.05943 (12101523) 419474.82 3737530.46 0.05694 (15101523) 419494.82 3737530.46 0.05470 (15101523) Page 94 MainPlace r.ADO 419514.82 3737530.46 0.05235 (15101523) 419534.82 3737530.46 0.05021 (14080501) 419554.82 3737530.46 0.04857 (14080501) 419574.82 3737530.46 0.04690 (14081002) 419594.82 3737530.46 0.04565 (14081002) 419614.82 3737530.46 0.04448 (14081002) 419634.82 3737530.46 0.04351 (14081002) 419654.82 3737530.46 0.04231 (14082603) 419274.82 3737550.46 0.09641 (16102824) 419294.82 3737550.46 0.08971 (16102824) 419314.82 3737550.46 0.08396 (15091123) 419334.82 3737550.46 0.07940 (15091123) 419354.82 3737550.46 0.07487 (15091123) 419374.82 3737550.46 0.07054 (12101721) 419394.82 3737550.46 0.06669 (12101721) 419414.82 3737550.46 0.06313 (15062904) 419434.82 3737550.46 0.06052 (12101523) 419454.82 3737550.46 0.05799 (15101523) 419474.82 3737550.46 0.05560 (15101523) 419494.82 3737550.46 0.05315 (15101523) 419514.82 3737550.46 0.05119 (14080501) 419534.82 3737550.46 0.04928 (14080501) 419554.82 3737550.46 0.04773 (14081002) 419574.82 3737550.46 0.04635 (14081002) 419594.82 3737550.46 0.04500 (14081002) 419614.82 3737550.46 0.04379 (14082603) 419634.82 3737550.46 0.04286 (14082603) 419654.82 3737550.46 0.04154 (14051122) 419274.82 3737570.46 0.09147 (16102824) 419294.82 3737570.46 0.08566 (15091123) 419314.82 3737570.46 0.08089 (15091123) 419334.82 3737570.46 0.07608 (15091123) 419354.82 3737570.46 0.07193 (12101721) 419374.82 3737570.46 0.06788 (12101721) 419394.82 3737570.46 0.06440 (15062904) 419414.82 3737570.46 0.06159 (15062904) 419434.82 3737570.46 0.05904 (15101523) 419454.82 3737570.46 0.05646 (15101523) 419474.82 3737570.46 0.05391 (14080501) 419494.82 3737570.46 0.05199 (14080501) 419514.82 3737570.46 0.05011 (14081002) 419534.82 3737570.46 0.04856 (14081002) 419554.82 3737570.46 0.04701 (14081002) 419574.82 3737570.46 0.04551 (14082603) 419594.82 3737570.46 0.04426 (14082603) 419614.82 3737570.46 0.04317 (14051122) 419634.82 3737570.46 0.04234 (14051122) 419654.82 3737570.46 0.04120 (14051122) Page 95 MainPlace_r.ADO 419254.82 3737590.46 0.09310 (16102824) 3737590.46 0.08736 (15091123) 419294.82 3737590.46 0.08228 (15091123) 3737590.46 0.07722 (15091123) 419334.82 3737590.46 0.07278 (12101721) 3737590.46 0.06896 (12101721) 419374.82 3737590.46 0.06562 (15062904) 3737590.46 0.06271 (15101523) 419414.82 3737590.46 0.06004 (15101523) 3737590.46 0.05726 (15101523) 419454.82 3737590.46 0.05480 (14080501) 3737590.46 0.05271 (14080501) 419494.82 3737590.46 0.05102 (14081002) 3737590.46 0.04935 (14081002) 419534.82 3737590.46 0.04747 (14081002) 3737590.46 0.04607 (14082603) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 41 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 0.04474 (14051122) 419594.82 3737590.46 0.04377 (14051122) 419614.82 3737590.46 0.04291 (14051122) 419634.82 Page 96 MainPlace r.ADO 3737590.46 0.04205 (14051122) 419654.82 3737590.46 0.04083 (15101019) 419254.82 3737610.46 0.08891 (15091123) 419274.82 3737610.46 0.08354 (15091123) 419294.82 3737610.46 0.07811 (15091123) 419314.82 3737610.46 0.07325 (12101721) 419334.82 3737610.46 0.06955 (15062904) 419354.82 3737610.46 0.06674 (15062904) 419374.82 3737610.46 0.06383 (15101523) 419394.82 3737610.46 0.06097 (15101523) 419414.82 3737610.46 0.05800 (15101523) 419434.82 3737610.46 0.05569 (15082724) 419454.82 3737610.46 0.05374 (12101624) 419474.82 3737610.46 0.05187 (12101624) 419494.82 3737610.46 0.05020 (14082603) 419514.82 3737610.46 0.04852 (14082603) 419534.82 3737610.46 0.04668 (14082603) 419554.82 3737610.46 0.04546 (14051122) 419574.82 3737610.46 0.04432 (14051122) 419594.82 3737610.46 0.04321 (14051122) 419614.82 3737610.46 0.04223 (15101019) 419634.82 3737610.46 0.04188 (15101019) 419654.82 3737610.46 0.04069 (15101019) 419254.82 3737630.46 0.08472 (15091123) 419274.82 3737630.46 0.07866 (15091123) 419294.82 3737630.46 0.07397 (13100621) 419314.82 3737630.46 0.07036 (12101523) 419334.82 3737630.46 0.06733 (15101523) 419354.82 3737630.46 0.06462 (15101523) 419374.82 3737630.46 0.06170 (15101523) 419394.82 3737630.46 0.05896 (15082724) 419414.82 3737630.46 0.05675 (12101624) 419434.82 3737630.46 0.05475 (12101624) 419454.82 3737630.46 0.05281 (14082603) 419474.82 3737630.46 0.05104 (14082603) 419494.82 3737630.46 0.04925 (14082603) 419514.82 3737630.46 0.04768 (14051122) 419534.82 3737630.46 0.04635 (14051122) 419554.82 3737630.46 0.04490 (14051122) 419574.82 3737630.46 0.04375 (15101019) 419594.82 3737630.46 0.04287 (15101019) 419614.82 3737630.46 0.04191 (15101019) 419634.82 3737630.46 0.04152 (15101019) 419654.82 3737630.46 0.04025 (15101019) 419234.82 3737650.46 0.08641 (15091123) 419254.82 3737650.46 0.07987 (13100621) 419274.82 3737650.46 0.07497 (13091206) 419294.82 3737650.46 0.07083 (12101523) 419314.82 Page 97 MainPlace_r.ADO 3737650.46 0.06767 (15101523) 419334.82 3737650.46 0.06471 (15101523) 3737650.46 0.06191 (14080501) 419374.82 3737650.46 0.05952 (12101624) 3737650.46 0.05765 (12101624) 419414.82 3737650.46 0.05565 (12101624) 3737650.46 0.05374 (14082603) 419454.82 3737650.46 0.05181 (14082603) 3737650.46 0.05001 (14050224) 419494.82 3737650.46 0.04850 (14051122) 3737650.46 0.04707 (14051122) 419534.82 3737650.46 0.04596 (15101019) 3737650.46 0.04489 (15101019) 419574.82 3737650.46 0.04378 (15101019) 3737650.46 0.04258 (15101019) 419614.82 3737650.46 0.04129 (15101019) 3737650.46 0.04047 (14071801) 419654.82 3737650.46 0.03972 (14071801) 3737670.46 0.08155 (13100621) 419254.82 3737670.46 0.07648 (13091206) 3737670.46 0.07201 (12101523) 419294.82 3737670.46 0.06833 (15101523) 3737670.46 0.06517 (14080501) 419334.82 3737670.46 0.06256 (14080501) 3737670.46 0.06028 (14081002) 419374.82 3737670.46 0.05825 (14082603) 3737670.46 0.05647 (14082603) 419414.82 3737670.46 0.05457 (14082603) 3737670.46 0.05261 (14050224) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 42 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 12/29/18 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 Page 98 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** ** MainPlace_r.ADO *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.05092 - - (14050224) 419474.82 3737670.46 0.04931 (15101019) 419494.82 3737670.46 0.04815 (15101019) 419514.82 3737670.46 0.04702 (15101019) 419534.82 3737670.46 0.04590 (15101019) 419554.82 3737670.46 0.04479 (15101019) 419574.82 3737670.46 0.04356 (15101019) 419594.82 3737670.46 0.04223 (14071801) 419614.82 3737670.46 0.04109 (14071801) 419634.82 3737670.46 0.04016 (14071801) 419654.82 3737670.46 0.03945 (14071801) 419234.82 3737690.46 0.07815 (13091206) 419254.82 3737690.46 0.07365 (15101523) 419274.82 3737690.46 0.06950 (15101523) 419294.82 3737690.46 0.06608 (14080501) 419314.82 3737690.46 0.06338 (14081002) 419334.82 3737690.46 0.06109 (14081002) 419354.82 3737690.46 0.05912 (14082603) 419374.82 3737690.46 0.05709 (14082603) 419394.82 3737690.46 0.05522 (14050224) 419414.82 3737690.46 0.05361 (14050224) 419434.82 3737690.46 0.05185 (15101019) 419454.82 3737690.46 0.05054 (15101019) 419474.82 3737690.46 0.04926 (15101019) 419494.82 3737690.46 0.04801 (15101019) 419514.82 3737690.46 0.04680 (15101019) 419534.82 3737690.46 0.04564 (15101019) 419554.82 3737690.46 0.04442 (15101019) 419574.82 3737690.46 0.04325 (14071801) 419594.82 3737690.46 0.04212 (14071801) 419614.82 3737690.46 0.04089 (14071801) 419634.82 3737690.46 0.04020 (12081704) 419654.82 3737690.46 0.03972 (12081704) 419234.82 3737710.46 0.07511 (15101523) 419254.82 3737710.46 0.07069 (14080501) 419274.82 3737710.46 0.06712 (14081002) 419294.82 3737710.46 0.06427 (14081002) 419314.82 3737710.46 0.06185 (14082603) Page 99 MainPlace r.ADO 419334.82 3737710.46 0.05961 (14082603) 419354.82 3737710.46 0.05754 (14050224) 419374.82 3737710.46 0.05591 (14050224) 419394.82 3737710.46 0.05444 (15101019) 419414.82 3737710.46 0.05320 (15101019) 419434.82 3737710.46 0.05174 (15101019) 419454.82 3737710.46 0.05033 (15101019) 419474.82 3737710.46 0.04893 (15101019) 419494.82 3737710.46 0.04760 (15101019) 419514.82 3737710.46 0.04635 (15101019) 419534.82 3737710.46 0.04527 (14071801) 419554.82 3737710.46 0.04414 (14071801) 419574.82 3737710.46 0.04322 (12081704) 419594.82 3737710.46 0.04247 (12081704) 419614.82 3737710.46 0.04156 (12081704) 419634.82 3737710.46 0.04094 (12081704) 419654.82 3737710.46 0.04021 (12081704) 419234.82 3737730.46 0.07196 (14080501) 419254.82 3737730.46 0.06844 (14081002) 419274.82 3737730.46 0.06536 (14082603) 419294.82 3737730.46 0.06255 (14082603) 419314.82 3737730.46 0.06018 (14051122) 419334.82 3737730.46 0.05825 (14051122) 419354.82 3737730.46 0.05679 (15101019) 419374.82 3737730.46 0.05550 (15101019) 419394.82 3737730.46 0.05423 (15101019) 419414.82 3737730.46 0.05288 (15101019) 419434.82 3737730.46 0.05136 (15101019) 419454.82 3737730.46 0.04985 (15101019) 419474.82 3737730.46 0.04828 (15101019) 419494.82 3737730.46 0.04695 (14071801) 419514.82 3737730.46 0.04587 (12081704) 419534.82 3737730.46 0.04524 (12081704) 419554.82 3737730.46 0.04447 (12081704) 419574.82 3737730.46 0.04374 (12081704) 419594.82 3737730.46 0.04304 (12081704) 419614.82 3737730.46 0.04227 (12081704) 419634.82 3737730.46 0.04150 (12081704) 419654.82 3737730.46 0.04084 (12081704) 419234.82 3737750.46 0.06944 (14081002) 419254.82 3737750.46 0.06630 (14082603) 419274.82 3737750.46 0.06335 (14051122) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 43 Page 100 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** ** 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - 0.06101 - - (15101019) 419314.82 3737750.46 0.05932 (15101019) 419334.82 3737750.46 0.05777 (15101019) 419354.82 3737750.46 0.05640 (15101019) 419374.82 3737750.46 0.05502 (15101019) 419394.82 3737750.46 0.05362 (15101019) 419414.82 3737750.46 0.05217 (15101019) 419434.82 3737750.46 0.05068 (15101019) 419454.82 3737750.46 0.04921 (14071801) 419474.82 3737750.46 0.04814 (12081704) 419494.82 3737750.46 0.04715 (12081704) 419514.82 3737750.46 0.04627 (12081704) 419534.82 3737750.46 0.04556 (12081704) 419554.82 3737750.46 0.04486 (12081704) 419574.82 3737750.46 0.04418 (12081704) 419594.82 3737750.46 0.04354 (12081704) 419614.82 3737750.46 0.04301 (15020721) 419634.82 3737750.46 0.04213 (15020721) 419654.82 3737750.46 0.04176 (15020721) 419234.82 3737770.46 0.06706 (14051122) 419254.82 3737770.46 0.06386 (14051122) 419274.82 3737770.46 0.06217 (15101019) 419294.82 3737770.46 0.06033 (15101019) 419314.82 3737770.46 0.05868 (15101019) 419334.82 3737770.46 0.05708 (15101019) 419354.82 Page 101 MainPlace r.ADO 3737770.46 0.05574 (15101019) 419374.82 3737770.46 0.05435 (15101019) 419394.82 3737770.46 0.05283 (15101019) 419414.82 3737770.46 0.05165 (13083003) 419434.82 3737770.46 0.05077 (13083003) 419454.82 3737770.46 0.04986 (12081704) 419474.82 3737770.46 0.04885 (12081704) 419494.82 3737770.46 0.04781 (12081704) 419514.82 3737770.46 0.04687 (12081704) 419534.82 3737770.46 0.04626 (12081704) 419554.82 3737770.46 0.04538 (15020721) 419574.82 3737770.46 0.04485 (15020721) 419594.82 3737770.46 0.04444 (15020721) 419614.82 3737770.46 0.04386 (15020721) 419634.82 3737770.46 0.04322 (16092619) 419654.82 3737770.46 0.04301 (16092619) 419254.82 3737790.46 0.06261 (15101019) 419274.82 3737790.46 0.06116 (15101019) 419294.82 3737790.46 0.05926 (15101019) 419314.82 3737790.46 0.05758 (15101019) 419334.82 3737790.46 0.05598 (14071801) 419354.82 3737790.46 0.05510 (12081704) 419374.82 3737790.46 0.05422 (13083003) 419394.82 3737790.46 0.05328 (13083003) 419414.82 3737790.46 0.05235 (12081704) 419434.82 3737790.46 0.05152 (12081704) 419454.82 3737790.46 0.05065 (12081704) 419474.82 3737790.46 0.04963 (12081704) 419494.82 3737790.46 0.04863 (15020721) 419514.82 3737790.46 0.04785 (15020721) 419534.82 3737790.46 0.04740 (15020721) 419554.82 3737790.46 0.04675 (16092619) 419574.82 3737790.46 0.04650 (16092619) 419594.82 3737790.46 0.04633 (16092619) 419614.82 3737790.46 0.04598 (16092619) 419634.82 3737790.46 0.04532 (16092619) 419654.82 3737790.46 0.04510 (16092619) 419274.82 3737810.46 0.06003 (15101019) 419294.82 3737810.46 0.05841 (13083003) 419314.82 3737810.46 0.05692 (13083003) 419334.82 3737810.46 0.05632 (12081704) 419354.82 3737810.46 0.05556 (12081704) 419374.82 3737810.46 0.05485 (12081704) 419394.82 3737810.46 0.05402 (12081704) 419414.82 3737810.46 0.05321 (12081704) 419434.82 3737810.46 0.05251 (15020721) 419454.82 3737810.46 0.05185 (15020721) 419474.82 3737810.46 0.05093 (15020721) 419494.82 Page 102 MainPlace_r.ADO 3737810.46 0.05029 (16092619) 419514.82 3737810.46 0.04996 (16092619) 3737810.46 0.04981 (16092619) 419554.82 3737810.46 0.04958 (16092619) 3737810.46 0.04932 (16092619) 419594.82 3737810.46 0.04899 (16092619) 3737810.46 0.04858 (16092619) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 44 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419534.82 419574.82 419614.82 12/29/18 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f fflu.... *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04781 - - (16092619) 419654.82 3737810.46 0.04758 (16092619) 419294.82 3737830.46 0.05836 (12081704) 419314.82 3737830.46 0.05701 (12081704) 419334.82 3737830.46 0.05653 (12081704) 419354.82 3737830.46 0.05599 (15020721) 419374.82 3737830.46 0.05554 (15020721) 419394.82 3737830.46 0.05490 (15020721) 419414.82 3737830.46 0.05462 (16092619) 419434.82 3737830.46 0.05477 (16092619) 419454.82 3737830.46 0.05460 (16092619) 419474.82 3737830.46 0.05398 (16092619) Page 103 MainPlace r.ADO 419494.82 3737830.46 0.05333 (16092619) 419514.82 3737830.46 0.05303 (16092619) 419534.82 3737830.46 0.05287 (16092619) 419554.82 3737830.46 0.05268 (16092619) 419574.82 3737830.46 0.05236 (16092619) 419594.82 3737830.46 0.05187 (16092619) 419614.82 3737830.46 0.05111 (16092619) 419634.82 3737830.46 0.05033 (16092619) 419654.82 3737830.46 0.05000 (16092619) 419314.82 3737850.46 0.05817 (16092619) 419334.82 3737850.46 0.05775 (16092619) 419354.82 3737850.46 0.05792 (16092619) 419374.82 3737850.46 0.05780 (16092619) 419394.82 3737850.46 0.05766 (16092619) 419414.82 3737850.46 0.05782 (16092619) 419434.82 3737850.46 0.05840 (16092619) 419454.82 3737850.46 0.05831 (16092619) 419474.82 3737850.46 0.05765 (16092619) 419494.82 3737850.46 0.05706 (16092619) 419514.82 3737850.46 0.05683 (16092619) 419534.82 3737850.46 0.05639 (16092619) 419554.82 3737850.46 0.05583 (16092619) 419574.82 3737850.46 0.05543 (14081503) 419594.82 3737850.46 0.05511 (14081503) 419614.82 3737850.46 0.05458 (14081503) 419634.82 3737850.46 0.05412 (14081503) 419654.82 3737850.46 0.05390 (14081503) 419514.82 3737870.46 0.06163 (14081503) 419534.82 3737870.46 0.06110 (14081503) 419554.82 3737870.46 0.06036 (14081503) 419574.82 3737870.46 0.05971 (14081503) 419594.82 3737870.46 0.05918 (14081503) 419614.82 3737870.46 0.05879 (14091201) 419634.82 3737870.46 0.05863 (14091201) 419654.82 3737870.46 0.05850 (14091201) 419514.82 3737890.46 0.06005 (12082821) 419534.82 3737890.46 0.05983 (12082821) 419554.82 3737890.46 0.05944 (12082821) 419574.82 3737890.46 0.05924 (12082821) 419594.82 3737890.46 0.05913 (12082821) 419614.82 3737890.46 0.05915 (12082821) 419634.82 3737890.46 0.05921 (12082821) 419654.82 3737890.46 0.05936 (12082821) 419674.82 3737890.46 0.05964 (12082821) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 Page 104 MainPlace r.ADO PAGE 45 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 1-HR AVERAGE CONCENTRATION , L0006932 , L0006955 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.11391 - - (12061202) 419414.82 3737330.46 0.10291 (14111203) 419434.82 3737330.46 0.09324 (12081705) 419454.82 3737330.46 0.08508 (12081705) 419474.82 3737330.46 0.07919 (16102824) 419494.82 3737330.46 0.07420 (16102824) 419514.82 3737330.46 0.06938 (16102824) 419534.82 3737330.46 0.06542 (15091123) 419554.82 3737330.46 0.06211 (15091123) 419574.82 3737330.46 0.05926 (15091123) 419594.82 3737330.46 0.05661 (15091123) 419614.82 3737330.46 0.05411 (15091123) 419634.82 3737330.46 0.05211 (13100621) 419654.82 3737330.46 0.05015 (13100621) 419374.82 3737350.46 0.11816 (12061202) 419394.82 3737350.46 0.10646 (14111203) 419414.82 3737350.46 0.09636 (14111203) 419434.82 3737350.46 0.08788 (13111206) 419454.82 3737350.46 0.08138 (16102824) 419474.82 3737350.46 0.07646 (16102824) 419494.82 3737350.46 0.07154 (16102824) 419514.82 3737350.46 0.06741 (15091123) 419534.82 3737350.46 0.06427 (15091123) 419554.82 Page 105 MainPlace r.ADO 3737350.46 0.06125 (15091123) 419574.82 3737350.46 0.05843 (15091123) 419594.82 3737350.46 0.05570 (15091123) 419614.82 3737350.46 0.05338 (13100621) 419634.82 3737350.46 0.05133 (13100621) 419654.82 3737350.46 0.04916 (13091206) 419374.82 3737370.46 0.10986 (14111203) 419394.82 3737370.46 0.09939 (14111203) 419414.82 3737370.46 0.09046 (13111206) 419434.82 3737370.46 0.08352 (16102824) 419454.82 3737370.46 0.07834 (16102824) 419474.82 3737370.46 0.07359 (16102824) 419494.82 3737370.46 0.06913 (15091123) 419514.82 3737370.46 0.06536 (15091123) 419534.82 3737370.46 0.06211 (15091123) 419554.82 3737370.46 0.05916 (15091123) 419574.82 3737370.46 0.05623 (15091123) 419594.82 3737370.46 0.05401 (13100621) 419614.82 3737370.46 0.05190 (13100621) 419634.82 3737370.46 0.04992 (13091206) 419654.82 3737370.46 0.04815 (13091206) 419354.82 3737390.46 0.11341 (14111203) 419374.82 3737390.46 0.10251 (14111203) 419394.82 3737390.46 0.09290 (13111206) 419414.82 3737390.46 0.08554 (16102824) 419434.82 3737390.46 0.08023 (16102824) 419454.82 3737390.46 0.07526 (16102824) 419474.82 3737390.46 0.07102 (15091123) 419494.82 3737390.46 0.06740 (15091123) 419514.82 3737390.46 0.06376 (15091123) 419534.82 3737390.46 0.06047 (15091123) 419554.82 3737390.46 0.05742 (15091123) 419574.82 3737390.46 0.05499 (13100621) 419594.82 3737390.46 0.05267 (13100621) 419614.82 3737390.46 0.05072 (13091206) 419634.82 3737390.46 0.04888 (13091206) 419654.82 3737390.46 0.04693 (13091206) 419354.82 3737410.46 0.10599 (14111203) 419374.82 3737410.46 0.09556 (13111206) 419394.82 3737410.46 0.08767 (13111206) 419414.82 3737410.46 0.08205 (16102824) 419434.82 3737410.46 0.07693 (16102824) 419454.82 3737410.46 0.07251 (15091123) 419474.82 3737410.46 0.06904 (15091123) 419494.82 3737410.46 0.06565 (15091123) 419514.82 3737410.46 0.06226 (15091123) 419534.82 3737410.46 0.05887 (15091123) 419554.82 3737410.46 0.05621 (13100621) 419574.82 Page 106 MainPlace_r.ADO 3737410.46 0.05373 (13100621) 419594.82 3737410.46 0.05175 (13091206) 3737410.46 0.04974 (13091206) 419634.82 3737410.46 0.04764 (12101523) 3737410.46 0.04575 (15101523) 419334.82 3737430.46 0.10926 (14111203) 3737430.46 0.09869 (14111203) 419374.82 3737430.46 0.09014 (13111206) 3737430.46 0.08399 (16102824) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 46 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419614.82 419654.82 419354.82 419394.82 12/29/18 1-HR AVERAGE CONCENTRATION , L0006932 ....•m;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07866 - - (16102824) 419434.82 3737430.46 0.07406 (15091123) 419454.82 3737430.46 0.07061 (15091123) 419474.82 3737430.46 0.06712 (15091123) 419494.82 3737430.46 0.06360 (15091123) 419514.82 3737430.46 0.06004 (15091123) 419534.82 3737430.46 0.05722 (13100621) 419554.82 3737430.46 0.05465 (13091206) 419574.82 3737430.46 0.05253 (13091206) 419594.82 3737430.46 0.05030 (13091206) Page 107 MainPlace r.ADO 419614.82 3737430.46 0.04801 (12101523) 419634.82 3737430.46 0.04602 (15101523) 419654.82 3737430.46 0.04469 (14080501) 419334.82 3737450.46 0.10174 (14111203) 419354.82 3737450.46 0.09297 (16021522) 419374.82 3737450.46 0.08603 (16102824) 419394.82 3737450.46 0.08044 (16102824) 419414.82 3737450.46 0.07562 (15091123) 419434.82 3737450.46 0.07190 (15091123) 419454.82 3737450.46 0.06843 (15091123) 419474.82 3737450.46 0.06480 (15091123) 419494.82 3737450.46 0.06107 (15091123) 419514.82 3737450.46 0.05816 (13100621) 419534.82 3737450.46 0.05567 (13091206) 419554.82 3737450.46 0.05347 (13091206) 419574.82 3737450.46 0.05120 (12101523) 419594.82 3737450.46 0.04898 (15101523) 419614.82 3737450.46 0.04678 (15101523) 419634.82 3737450.46 0.04516 (14080501) 419654.82 3737450.46 0.04405 (14080501) 419314.82 3737470.46 0.10424 (14111203) 419334.82 3737470.46 0.09556 (16021522) 419354.82 3737470.46 0.08816 (12062803) 419374.82 3737470.46 0.08227 (16102824) 419394.82 3737470.46 0.07722 (15091123) 419414.82 3737470.46 0.07336 (15091123) 419434.82 3737470.46 0.06965 (15091123) 419454.82 3737470.46 0.06581 (15091123) 419474.82 3737470.46 0.06214 (12101721) 419494.82 3737470.46 0.05903 (13100621) 419514.82 3737470.46 0.05655 (13091206) 419534.82 3737470.46 0.05426 (13091206) 419554.82 3737470.46 0.05221 (12101523) 419574.82 3737470.46 0.05012 (15101523) 419594.82 3737470.46 0.04789 (15101523) 419614.82 3737470.46 0.04612 (14080501) 419634.82 3737470.46 0.04456 (14080501) 419654.82 3737470.46 0.04331 (14080501) 419314.82 3737490.46 0.09777 (16021522) 419334.82 3737490.46 0.09045 (12062803) 419354.82 3737490.46 0.08426 (16102824) 419374.82 3737490.46 0.07888 (15091123) 419394.82 3737490.46 0.07482 (15091123) 419414.82 3737490.46 0.07085 (15091123) 419434.82 3737490.46 0.06686 (15091123) 419454.82 3737490.46 0.06319 (12101721) 419474.82 3737490.46 0.05997 (12101721) 419494.82 3737490.46 0.05750 (13091206) Page 108 MainPlace_r.ADO 419514.82 3737490.46 0.05517 (12101523) 3737490.46 0.05297 (15101523) 419554.82 3737490.46 0.05102 (15101523) 3737490.46 0.04886 (15101523) 419594.82 3737490.46 0.04715 (14080501) 3737490.46 0.04552 (14080501) 419634.82 3737490.46 0.04382 (14081002) 3737490.46 0.04280 (14081002) 419294.82 3737510.46 0.10047 (16021522) 3737510.46 0.09256 (12062803) 419334.82 3737510.46 0.08605 (16102824) 3737510.46 0.08057 (15091123) 419374.82 3737510.46 0.07636 (15091123) 3737510.46 0.07218 (15091123) 419414.82 3737510.46 0.06793 (15091123) 3737510.46 0.06431 (12101721) 419454.82 3737510.46 0.06093 (13091206) 3737510.46 0.05840 (13091206) 419494.82 3737510.46 0.05608 (12101523) 3737510.46 0.05386 (15101523) 419534.82 3737510.46 0.05164 (15101523) 3737510.46 0.04958 (14080501) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 47 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 Emma ** 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION , L0006932 ..o.•�;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Page 109 MainPlace r.ADO Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04796 - - (14080501) 419594.82 3737510.46 0.04631 (14080501) 419614.82 3737510.46 0.04489 (14081002) 419634.82 3737510.46 0.04368 (14081002) 419654.82 3737510.46 0.04251 (14081002) 419294.82 3737530.46 0.09461 (12062803) 419314.82 3737530.46 0.08793 (16102824) 419334.82 3737530.46 0.08224 (15091123) 419354.82 3737530.46 0.07791 (15091123) 419374.82 3737530.46 0.07352 (15091123) 419394.82 3737530.46 0.06910 (12101721) 419414.82 3737530.46 0.06549 (12101721) 419434.82 3737530.46 0.06200 (13091206) 419454.82 3737530.46 0.05943 (12101523) 419474.82 3737530.46 0.05694 (15101523) 419494.82 3737530.46 0.05470 (15101523) 419514.82 3737530.46 0.05235 (15101523) 419534.82 3737530.46 0.05021 (14080501) 419554.82 3737530.46 0.04857 (14080501) 419574.82 3737530.46 0.04690 (14081002) 419594.82 3737530.46 0.04565 (14081002) 419614.82 3737530.46 0.04448 (14081002) 419634.82 3737530.46 0.04351 (14081002) 419654.82 3737530.46 0.04231 (14082603) 419274.82 3737550.46 0.09641 (16102824) 419294.82 3737550.46 0.08971 (16102824) 419314.82 3737550.46 0.08396 (15091123) 419334.82 3737550.46 0.07940 (15091123) 419354.82 3737550.46 0.07487 (15091123) 419374.82 3737550.46 0.07054 (12101721) 419394.82 3737550.46 0.06669 (12101721) 419414.82 3737550.46 0.06313 (15062904) 419434.82 3737550.46 0.06052 (12101523) 419454.82 3737550.46 0.05799 (15101523) 419474.82 3737550.46 0.05560 (15101523) 419494.82 3737550.46 0.05315 (15101523) 419514.82 3737550.46 0.05119 (14080501) 419534.82 3737550.46 0.04928 (14080501) 419554.82 3737550.46 0.04773 (14081002) 419574.82 3737550.46 0.04635 (14081002) 419594.82 3737550.46 0.04500 (14081002) 419614.82 3737550.46 0.04379 (14082603) 419634.82 3737550.46 0.04286 (14082603) 419654.82 3737550.46 0.04154 (14051122) 419274.82 3737570.46 0.09147 (16102824) 419294.82 Page 110 MainPlace_r.ADO 3737570.46 0.08566 (15091123) 419314.82 3737570.46 0.08089 (15091123) 3737570.46 0.07608 (15091123) 419354.82 3737570.46 0.07193 (12101721) 3737570.46 0.06788 (12101721) 419394.82 3737570.46 0.06440 (15062904) 3737570.46 0.06159 (15062904) 419434.82 3737570.46 0.05904 (15101523) 3737570.46 0.05646 (15101523) 419474.82 3737570.46 0.05391 (14080501) 3737570.46 0.05199 (14080501) 419514.82 3737570.46 0.05011 (14081002) 3737570.46 0.04856 (14081002) 419554.82 3737570.46 0.04701 (14081002) 3737570.46 0.04551 (14082603) 419594.82 3737570.46 0.04426 (14082603) 3737570.46 0.04317 (14051122) 419634.82 3737570.46 0.04234 (14051122) 3737570.46 0.04120 (14051122) 419254.82 3737590.46 0.09310 (16102824) 3737590.46 0.08736 (15091123) 419294.82 3737590.46 0.08228 (15091123) 3737590.46 0.07722 (15091123) 419334.82 3737590.46 0.07278 (12101721) 3737590.46 0.06896 (12101721) 419374.82 3737590.46 0.06562 (15062904) 3737590.46 0.06271 (15101523) 419414.82 3737590.46 0.06004 (15101523) 3737590.46 0.05726 (15101523) 419454.82 3737590.46 0.05480 (14080501) 3737590.46 0.05271 (14080501) 419494.82 3737590.46 0.05102 (14081002) 3737590.46 0.04935 (14081002) 419534.82 3737590.46 0.04747 (14081002) 3737590.46 0.04607 (14082603) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 48 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL L0006933 , L0006934 L0006936 *** THE 1ST HIGHEST *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 Page 111 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/29/18 1-HR AVERAGE CONCENTRATION .... , L0006932 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.04474 - - (14051122) 419594.82 3737590.46 0.04377 (14051122) 419614.82 3737590.46 0.04291 (14051122) 419634.82 3737590.46 0.04205 (14051122) 419654.82 3737590.46 0.04083 (15101019) 419254.82 3737610.46 0.08891 (15091123) 419274.82 3737610.46 0.08354 (15091123) 419294.82 3737610.46 0.07811 (15091123) 419314.82 3737610.46 0.07325 (12101721) 419334.82 3737610.46 0.06955 (15062904) 419354.82 3737610.46 0.06674 (15062904) 419374.82 3737610.46 0.06383 (15101523) 419394.82 3737610.46 0.06097 (15101523) 419414.82 3737610.46 0.05800 (15101523) 419434.82 3737610.46 0.05569 (15082724) 419454.82 3737610.46 0.05374 (12101624) 419474.82 3737610.46 0.05187 (12101624) 419494.82 3737610.46 0.05020 (14082603) 419514.82 3737610.46 0.04852 (14082603) 419534.82 3737610.46 0.04668 (14082603) 419554.82 3737610.46 0.04546 (14051122) 419574.82 3737610.46 0.04432 (14051122) 419594.82 3737610.46 0.04321 (14051122) 419614.82 3737610.46 0.04223 (15101019) 419634.82 3737610.46 0.04188 (15101019) 419654.82 3737610.46 0.04069 (15101019) 419254.82 3737630.46 0.08472 (15091123) 419274.82 3737630.46 0.07866 (15091123) 419294.82 3737630.46 0.07397 (13100621) 419314.82 3737630.46 0.07036 (12101523) 419334.82 3737630.46 0.06733 (15101523) 419354.82 3737630.46 0.06462 (15101523) Page 112 MainPlace r.ADO 419374.82 3737630.46 0.06170 (15101523) 419394.82 3737630.46 0.05896 (15082724) 419414.82 3737630.46 0.05675 (12101624) 419434.82 3737630.46 0.05475 (12101624) 419454.82 3737630.46 0.05281 (14082603) 419474.82 3737630.46 0.05104 (14082603) 419494.82 3737630.46 0.04925 (14082603) 419514.82 3737630.46 0.04768 (14051122) 419534.82 3737630.46 0.04635 (14051122) 419554.82 3737630.46 0.04490 (14051122) 419574.82 3737630.46 0.04375 (15101019) 419594.82 3737630.46 0.04287 (15101019) 419614.82 3737630.46 0.04191 (15101019) 419634.82 3737630.46 0.04152 (15101019) 419654.82 3737630.46 0.04025 (15101019) 419234.82 3737650.46 0.08641 (15091123) 419254.82 3737650.46 0.07987 (13100621) 419274.82 3737650.46 0.07497 (13091206) 419294.82 3737650.46 0.07083 (12101523) 419314.82 3737650.46 0.06767 (15101523) 419334.82 3737650.46 0.06471 (15101523) 419354.82 3737650.46 0.06191 (14080501) 419374.82 3737650.46 0.05952 (12101624) 419394.82 3737650.46 0.05765 (12101624) 419414.82 3737650.46 0.05565 (12101624) 419434.82 3737650.46 0.05374 (14082603) 419454.82 3737650.46 0.05181 (14082603) 419474.82 3737650.46 0.05001 (14050224) 419494.82 3737650.46 0.04850 (14051122) 419514.82 3737650.46 0.04707 (14051122) 419534.82 3737650.46 0.04596 (15101019) 419554.82 3737650.46 0.04489 (15101019) 419574.82 3737650.46 0.04378 (15101019) 419594.82 3737650.46 0.04258 (15101019) 419614.82 3737650.46 0.04129 (15101019) 419634.82 3737650.46 0.04047 (14071801) 419654.82 3737650.46 0.03972 (14071801) 419234.82 3737670.46 0.08155 (13100621) 419254.82 3737670.46 0.07648 (13091206) 419274.82 3737670.46 0.07201 (12101523) 419294.82 3737670.46 0.06833 (15101523) 419314.82 3737670.46 0.06517 (14080501) 419334.82 3737670.46 0.06256 (14080501) 419354.82 3737670.46 0.06028 (14081002) 419374.82 3737670.46 0.05825 (14082603) 419394.82 3737670.46 0.05647 (14082603) 419414.82 3737670.46 0.05457 (14082603) 419434.82 3737670.46 0.05261 (14050224) Page 113 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 49 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.05092 - - (14050224) 419474.82 3737670.46 0.04931 (15101019) 419494.82 3737670.46 0.04815 (15101019) 419514.82 3737670.46 0.04702 (15101019) 419534.82 3737670.46 0.04590 (15101019) 419554.82 3737670.46 0.04479 (15101019) 419574.82 3737670.46 0.04356 (15101019) 419594.82 3737670.46 0.04223 (14071801) 419614.82 3737670.46 0.04109 (14071801) 419634.82 3737670.46 0.04016 (14071801) 419654.82 3737670.46 0.03945 (14071801) 419234.82 3737690.46 0.07815 (13091206) 419254.82 3737690.46 0.07365 (15101523) 419274.82 3737690.46 0.06950 (15101523) 419294.82 3737690.46 0.06608 (14080501) 419314.82 3737690.46 0.06338 (14081002) 419334.82 3737690.46 0.06109 (14081002) 419354.82 3737690.46 0.05912 (14082603) 419374.82 3737690.46 0.05709 (14082603) 419394.82 Page 114 MainPlace r.ADO 3737690.46 0.05522 (14050224) 419414.82 3737690.46 0.05361 (14050224) 419434.82 3737690.46 0.05185 (15101019) 419454.82 3737690.46 0.05054 (15101019) 419474.82 3737690.46 0.04926 (15101019) 419494.82 3737690.46 0.04801 (15101019) 419514.82 3737690.46 0.04680 (15101019) 419534.82 3737690.46 0.04564 (15101019) 419554.82 3737690.46 0.04442 (15101019) 419574.82 3737690.46 0.04325 (14071801) 419594.82 3737690.46 0.04212 (14071801) 419614.82 3737690.46 0.04089 (14071801) 419634.82 3737690.46 0.04020 (12081704) 419654.82 3737690.46 0.03972 (12081704) 419234.82 3737710.46 0.07511 (15101523) 419254.82 3737710.46 0.07069 (14080501) 419274.82 3737710.46 0.06712 (14081002) 419294.82 3737710.46 0.06427 (14081002) 419314.82 3737710.46 0.06185 (14082603) 419334.82 3737710.46 0.05961 (14082603) 419354.82 3737710.46 0.05754 (14050224) 419374.82 3737710.46 0.05591 (14050224) 419394.82 3737710.46 0.05444 (15101019) 419414.82 3737710.46 0.05320 (15101019) 419434.82 3737710.46 0.05174 (15101019) 419454.82 3737710.46 0.05033 (15101019) 419474.82 3737710.46 0.04893 (15101019) 419494.82 3737710.46 0.04760 (15101019) 419514.82 3737710.46 0.04635 (15101019) 419534.82 3737710.46 0.04527 (14071801) 419554.82 3737710.46 0.04414 (14071801) 419574.82 3737710.46 0.04322 (12081704) 419594.82 3737710.46 0.04247 (12081704) 419614.82 3737710.46 0.04156 (12081704) 419634.82 3737710.46 0.04094 (12081704) 419654.82 3737710.46 0.04021 (12081704) 419234.82 3737730.46 0.07196 (14080501) 419254.82 3737730.46 0.06844 (14081002) 419274.82 3737730.46 0.06536 (14082603) 419294.82 3737730.46 0.06255 (14082603) 419314.82 3737730.46 0.06018 (14051122) 419334.82 3737730.46 0.05825 (14051122) 419354.82 3737730.46 0.05679 (15101019) 419374.82 3737730.46 0.05550 (15101019) 419394.82 3737730.46 0.05423 (15101019) 419414.82 3737730.46 0.05288 (15101019) 419434.82 3737730.46 0.05136 (15101019) 419454.82 3737730.46 0.04985 (15101019) 419474.82 Page 115 MainPlace_r.ADO 3737730.46 0.04828 (15101019) 419494.82 3737730.46 0.04695 (14071801) 3737730.46 0.04587 (12081704) 419534.82 3737730.46 0.04524 (12081704) 3737730.46 0.04447 (12081704) 419574.82 3737730.46 0.04374 (12081704) 3737730.46 0.04304 (12081704) 419614.82 3737730.46 0.04227 (12081704) 3737730.46 0.04150 (12081704) 419654.82 3737730.46 0.04084 (12081704) 3737750.46 0.06944 (14081002) 419254.82 3737750.46 0.06630 (14082603) 3737750.46 0.06335 (14051122) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 PAGE 50 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - - - - - 3737750.46 0.06101 - - (15101019) 419314.82 3737750.46 0.05932 (15101019) 419334.82 3737750.46 0.05777 (15101019) 419354.82 3737750.46 0.05640 (15101019) 419374.82 3737750.46 0.05502 (15101019) 419394.82 3737750.46 0.05362 (15101019) Page 116 MainPlace r.ADO 419414.82 3737750.46 0.05217 (15101019) 419434.82 3737750.46 0.05068 (15101019) 419454.82 3737750.46 0.04921 (14071801) 419474.82 3737750.46 0.04814 (12081704) 419494.82 3737750.46 0.04715 (12081704) 419514.82 3737750.46 0.04627 (12081704) 419534.82 3737750.46 0.04556 (12081704) 419554.82 3737750.46 0.04486 (12081704) 419574.82 3737750.46 0.04418 (12081704) 419594.82 3737750.46 0.04354 (12081704) 419614.82 3737750.46 0.04301 (15020721) 419634.82 3737750.46 0.04213 (15020721) 419654.82 3737750.46 0.04176 (15020721) 419234.82 3737770.46 0.06706 (14051122) 419254.82 3737770.46 0.06386 (14051122) 419274.82 3737770.46 0.06217 (15101019) 419294.82 3737770.46 0.06033 (15101019) 419314.82 3737770.46 0.05868 (15101019) 419334.82 3737770.46 0.05708 (15101019) 419354.82 3737770.46 0.05574 (15101019) 419374.82 3737770.46 0.05435 (15101019) 419394.82 3737770.46 0.05283 (15101019) 419414.82 3737770.46 0.05165 (13083003) 419434.82 3737770.46 0.05077 (13083003) 419454.82 3737770.46 0.04986 (12081704) 419474.82 3737770.46 0.04885 (12081704) 419494.82 3737770.46 0.04781 (12081704) 419514.82 3737770.46 0.04687 (12081704) 419534.82 3737770.46 0.04626 (12081704) 419554.82 3737770.46 0.04538 (15020721) 419574.82 3737770.46 0.04485 (15020721) 419594.82 3737770.46 0.04444 (15020721) 419614.82 3737770.46 0.04386 (15020721) 419634.82 3737770.46 0.04322 (16092619) 419654.82 3737770.46 0.04301 (16092619) 419254.82 3737790.46 0.06261 (15101019) 419274.82 3737790.46 0.06116 (15101019) 419294.82 3737790.46 0.05926 (15101019) 419314.82 3737790.46 0.05758 (15101019) 419334.82 3737790.46 0.05598 (14071801) 419354.82 3737790.46 0.05510 (12081704) 419374.82 3737790.46 0.05422 (13083003) 419394.82 3737790.46 0.05328 (13083003) 419414.82 3737790.46 0.05235 (12081704) 419434.82 3737790.46 0.05152 (12081704) 419454.82 3737790.46 0.05065 (12081704) 419474.82 3737790.46 0.04963 (12081704) 419494.82 3737790.46 0.04863 (15020721) Page 117 MainPlace_r.ADO 419514.82 3737790.46 0.04785 (15020721) 3737790.46 0.04740 (15020721) 419554.82 3737790.46 0.04675 (16092619) 3737790.46 0.04650 (16092619) 419594.82 3737790.46 0.04633 (16092619) 3737790.46 0.04598 (16092619) 419634.82 3737790.46 0.04532 (16092619) 3737790.46 0.04510 (16092619) 419274.82 3737810.46 0.06003 (15101019) 3737810.46 0.05841 (13083003) 419314.82 3737810.46 0.05692 (13083003) 3737810.46 0.05632 (12081704) 419354.82 3737810.46 0.05556 (12081704) 3737810.46 0.05485 (12081704) 419394.82 3737810.46 0.05402 (12081704) 3737810.46 0.05321 (12081704) 419434.82 3737810.46 0.05251 (15020721) 3737810.46 0.05185 (15020721) 419474.82 3737810.46 0.05093 (15020721) 3737810.46 0.05029 (16092619) 419514.82 3737810.46 0.04996 (16092619) 3737810.46 0.04981 (16092619) 419554.82 3737810.46 0.04958 (16092619) 3737810.46 0.04932 (16092619) 419594.82 3737810.46 0.04899 (16092619) 3737810.46 0.04858 (16092619) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 51 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** Page 118 MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04781 - - (16092619) 419654.82 3737810.46 0.04758 (16092619) 419294.82 3737830.46 0.05836 (12081704) 419314.82 3737830.46 0.05701 (12081704) 419334.82 3737830.46 0.05653 (12081704) 419354.82 3737830.46 0.05599 (15020721) 419374.82 3737830.46 0.05554 (15020721) 419394.82 3737830.46 0.05490 (15020721) 419414.82 3737830.46 0.05462 (16092619) 419434.82 3737830.46 0.05477 (16092619) 419454.82 3737830.46 0.05460 (16092619) 419474.82 3737830.46 0.05398 (16092619) 419494.82 3737830.46 0.05333 (16092619) 419514.82 3737830.46 0.05303 (16092619) 419534.82 3737830.46 0.05287 (16092619) 419554.82 3737830.46 0.05268 (16092619) 419574.82 3737830.46 0.05236 (16092619) 419594.82 3737830.46 0.05187 (16092619) 419614.82 3737830.46 0.05111 (16092619) 419634.82 3737830.46 0.05033 (16092619) 419654.82 3737830.46 0.05000 (16092619) 419314.82 3737850.46 0.05817 (16092619) 419334.82 3737850.46 0.05775 (16092619) 419354.82 3737850.46 0.05792 (16092619) 419374.82 3737850.46 0.05780 (16092619) 419394.82 3737850.46 0.05766 (16092619) 419414.82 3737850.46 0.05782 (16092619) 419434.82 3737850.46 0.05840 (16092619) 419454.82 3737850.46 0.05831 (16092619) 419474.82 3737850.46 0.05765 (16092619) 419494.82 3737850.46 0.05706 (16092619) 419514.82 3737850.46 0.05683 (16092619) 419534.82 3737850.46 0.05639 (16092619) 419554.82 3737850.46 0.05583 (16092619) 419574.82 3737850.46 0.05543 (14081503) 419594.82 3737850.46 0.05511 (14081503) 419614.82 3737850.46 0.05458 (14081503) 419634.82 3737850.46 0.05412 (14081503) 419654.82 3737850.46 0.05390 (14081503) 419514.82 3737870.46 0.06163 (14081503) 419534.82 3737870.46 0.06110 (14081503) 419554.82 Page 119 MainPlace_r.ADO 3737870.46 0.06036 (14081503) 419574.82 3737870.46 0.05971 (14081503) 3737870.46 0.05918 (14081503) 419614.82 3737870.46 0.05879 (14091201) 3737870.46 0.05863 (14091201) 419654.82 3737870.46 0.05850 (14091201) 3737890.46 0.06005 (12082821) 419534.82 3737890.46 0.05983 (12082821) 3737890.46 0.05944 (12082821) 419574.82 3737890.46 0.05924 (12082821) 3737890.46 0.05913 (12082821) 419614.82 3737890.46 0.05915 (12082821) 3737890.46 0.05921 (12082821) 419654.82 3737890.46 0.05936 (12082821) 3737890.46 0.05964 (12082821) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 PAGE 52 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 0.04710c (12120424) 419414.82 3737330.46 0.04325c (12120424) 419434.82 3737330.46 0.03989c (12120424) 419454.82 3737330.46 0.03700c (12120424) Page 120 MainPlace r.ADO 419474.82 3737330.46 0.03444c (12120424) 419494.82 3737330.46 0.03227c (12120424) 419514.82 3737330.46 0.03030c (12120424) 419534.82 3737330.46 0.02845c (12120424) 419554.82 3737330.46 0.02700c (14010624) 419574.82 3737330.46 0.02584c (14010624) 419594.82 3737330.46 0.02473c (14010624) 419614.82 3737330.46 0.02369c (14010624) 419634.82 3737330.46 0.02270c (14010624) 419654.82 3737330.46 0.02188 (13020124) 419374.82 3737350.46 0.04816c (12120424) 419394.82 3737350.46 0.04420c (12120424) 419414.82 3737350.46 0.04067c (12120424) 419434.82 3737350.46 0.03767c (12120424) 419454.82 3737350.46 0.03510c (12120424) 419474.82 3737350.46 0.03280c (12120424) 419494.82 3737350.46 0.03088c (12120424) 419514.82 3737350.46 0.02907c (12120424) 419534.82 3737350.46 0.02727 (13020124) 419554.82 3737350.46 0.02614 (13020124) 419574.82 3737350.46 0.02507 (13020124) 419594.82 3737350.46 0.02408 (13020124) 419614.82 3737350.46 0.02317 (13020124) 419634.82 3737350.46 0.02234 (13020124) 419654.82 3737350.46 0.02158 (13020124) 419374.82 3737370.46 0.04524c (12120424) 419394.82 3737370.46 0.04165c (12120424) 419414.82 3737370.46 0.03846c (12120424) 419434.82 3737370.46 0.03577c (12120424) 419454.82 3737370.46 0.03345c (12120424) 419474.82 3737370.46 0.03136c (12120424) 419494.82 3737370.46 0.02967c (12120424) 419514.82 3737370.46 0.02808c (12120424) 419534.82 3737370.46 0.02657 (13020124) 419554.82 3737370.46 0.02550 (13020124) 419574.82 3737370.46 0.02452 (13020124) 419594.82 3737370.46 0.02360 (13020124) 419614.82 3737370.46 0.02274 (13020124) 419634.82 3737370.46 0.02196 (13020124) 419654.82 3737370.46 0.02124 (13020124) 419354.82 3737390.46 0.04590c (12120424) 419374.82 3737390.46 0.04254c (12120424) 419394.82 3737390.46 0.03936c (12120424) 419414.82 3737390.46 0.03654c (12120424) 419434.82 3737390.46 0.03409c (12120424) 419454.82 3737390.46 0.03199c (12120424) 419474.82 3737390.46 0.03006c (12120424) 419494.82 3737390.46 0.02846c (12120424) Page 121 MainPlace_r.ADO 419514.82 3737390.46 0.02697c (12120424) 3737390.46 0.02585 (13020124) 419554.82 3737390.46 0.02487 (13020124) 3737390.46 0.02398 (13020124) 419594.82 3737390.46 0.02313 (13020124) 3737390.46 0.02233 (13020124) 419634.82 3737390.46 0.02159 (13020124) 3737390.46 0.02089 (13020124) 419354.82 3737410.46 0.04294c (12120424) 3737410.46 0.04011c (12120424) 419394.82 3737410.46 0.03733c (12120424) 3737410.46 0.03482c (12120424) 419434.82 3737410.46 0.03261c (12120424) 3737410.46 0.03067c (12120424) 419474.82 3737410.46 0.02888c (12120424) 3737410.46 0.02726c (12120424) 419514.82 3737410.46 0.02612 (13020124) 3737410.46 0.02514 (13020124) 419554.82 3737410.46 0.02425 (13020124) 3737410.46 0.02343 (13020124) 419594.82 3737410.46 0.02267 (13020124) 3737410.46 0.02194 (13020124) 419634.82 3737410.46 0.02124 (13020124) 3737410.46 0.02055 (13020124) 419334.82 3737430.46 0.04365c (12120424) 3737430.46 0.04047c (12120424) 419374.82 3737430.46 0.03795c (12120424) 3737430.46 0.03547c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 53 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419534.82 419574.82 419614.82 419654.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419354.82 419394.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** DISCRETE CARTESIAN RECEPTOR POINTS Page 122 *** ** MainPlace r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.03323c - - (12120424) 419434.82 3737430.46 0.03122c (12120424) 419454.82 3737430.46 0.02926c (12120424) 419474.82 3737430.46 0.02765c (12120424) 419494.82 3737430.46 0.02649 (13020124) 419514.82 3737430.46 0.02548 (13020124) 419534.82 3737430.46 0.02455 (13020124) 419554.82 3737430.46 0.02373 (13020124) 419574.82 3737430.46 0.02298 (13020124) 419594.82 3737430.46 0.02227 (13020124) 419614.82 3737430.46 0.02156 (13020124) 419634.82 3737430.46 0.02085 (13020124) 419654.82 3737430.46 0.02021 (13020124) 419334.82 3737450.46 0.04108c (12120424) 419354.82 3737450.46 0.03836c (12120424) 419374.82 3737450.46 0.03604c (12120424) 419394.82 3737450.46 0.03381c (12120424) 419414.82 3737450.46 0.03178c (12120424) 419434.82 3737450.46 0.02993c (12120424) 419454.82 3737450.46 0.02814c (12120424) 419474.82 3737450.46 0.02686 (13020124) 419494.82 3737450.46 0.02588 (13020124) 419514.82 3737450.46 0.02495 (13020124) 419534.82 3737450.46 0.02406 (13020124) 419554.82 3737450.46 0.02327 (13020124) 419574.82 3737450.46 0.02256 (13020124) 419594.82 3737450.46 0.02188 (13020124) 419614.82 3737450.46 0.02119 (13020124) 419634.82 3737450.46 0.02049 (13020124) 419654.82 3737450.46 0.01989 (13020124) 419314.82 3737470.46 0.04251c (12120424) 419334.82 3737470.46 0.03898c (12120424) 419354.82 3737470.46 0.03653c (12120424) 419374.82 3737470.46 0.03436c (12120424) 419394.82 3737470.46 0.03233c (12120424) 419414.82 3737470.46 0.03043c (12120424) 419434.82 3737470.46 0.02870c (12120424) 419454.82 3737470.46 0.02731 (13020124) 419474.82 3737470.46 0.02632 (13020124) 419494.82 Page 123 MainPlace_r.ADO 3737470.46 0.02540 (13020124) 419514.82 3737470.46 0.02451 (13020124) 3737470.46 0.02365 (13020124) 419554.82 3737470.46 0.02286 (13020124) 3737470.46 0.02216 (13020124) 419594.82 3737470.46 0.02149 (13020124) 3737470.46 0.02083 (13020124) 419634.82 3737470.46 0.02017 (13020124) 3737470.46 0.01959 (13020124) 419314.82 3737490.46 0.04002c (12120424) 3737490.46 0.03709c (12120424) 419354.82 3737490.46 0.03462c (12120424) 3737490.46 0.03276c (12120424) 419394.82 3737490.46 0.03097c (12120424) 3737490.46 0.02931c (12120424) 419434.82 3737490.46 0.02780c (12120424) 3737490.46 0.02676 (13020124) 419474.82 3737490.46 0.02584 (13020124) 3737490.46 0.02495 (13020124) 419514.82 3737490.46 0.02409 (13020124) 3737490.46 0.02327 (13020124) 419554.82 3737490.46 0.02249 (13020124) 3737490.46 0.02179 (13020124) 419594.82 3737490.46 0.02113 (13020124) 3737490.46 0.02049 (13020124) 419634.82 3737490.46 0.01986 (13020124) 3737490.46 0.01930 (13020124) 419294.82 3737510.46 0.04083c (12120424) 3737510.46 0.03789c (12120424) 419334.82 3737510.46 0.03540c (12120424) 3737510.46 0.03304c (12120424) 419374.82 3737510.46 0.03141c (12120424) 3737510.46 0.02982c (12120424) 419414.82 3737510.46 0.02833c (12120424) 3737510.46 0.02717 (13020124) 419454.82 3737510.46 0.02625 (13020124) 3737510.46 0.02539 (13020124) 419494.82 3737510.46 0.02453 (13020124) 3737510.46 0.02371 (13020124) 419534.82 3737510.46 0.02291 (13020124) 3737510.46 0.02214 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 54 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 124 12/29/18 419534.82 419574.82 419614.82 419654.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 MainPlace r.ADO *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - - 0.02143 - (13020124) 419594.82 3737510.46 0.02077 (13020124) 419614.82 3737510.46 0.02016 (13020124) 419634.82 3737510.46 0.01958 (13020124) 419654.82 3737510.46 0.01903 (13020124) 419294.82 3737530.46 0.03891c (12120424) 419314.82 3737530.46 0.03621c (12120424) 419334.82 3737530.46 0.03388c (12120424) 419354.82 3737530.46 0.03188c (12120424) 419374.82 3737530.46 0.03033c (12120424) 419394.82 3737530.46 0.02885c (12120424) 419414.82 3737530.46 0.02758 (13020124) 419434.82 3737530.46 0.02665 (13020124) 419454.82 3737530.46 0.02579 (13020124) 419474.82 3737530.46 0.02496 (13020124) 419494.82 3737530.46 0.02414 (13020124) 419514.82 3737530.46 0.02334 (13020124) 419534.82 3737530.46 0.02257 (13020124) 419554.82 3737530.46 0.02180 (13020124) 419574.82 3737530.46 0.02109 (13020124) 419594.82 3737530.46 0.02043 (13020124) 419614.82 3737530.46 0.01984 (13020124) 419634.82 3737530.46 0.01928 (13020124) 419654.82 3737530.46 0.01875 (13020124) 419274.82 3737550.46 0.04040c (12120424) 419294.82 3737550.46 0.03743c (12120424) Page 125 MainPlace r.ADO 419314.82 3737550.46 0.03491c (12120424) 419334.82 3737550.46 0.03274c (12120424) 419354.82 3737550.46 0.03086c (12120424) 419374.82 3737550.46 0.02935c (12120424) 419394.82 3737550.46 0.02799 (13020124) 419414.82 3737550.46 0.02707 (13020124) 419434.82 3737550.46 0.02618 (13020124) 419454.82 3737550.46 0.02534 (13020124) 419474.82 3737550.46 0.02453 (13020124) 419494.82 3737550.46 0.02374 (13020124) 419514.82 3737550.46 0.02296 (13020124) 419534.82 3737550.46 0.02220 (13020124) 419554.82 3737550.46 0.02145 (13020124) 419574.82 3737550.46 0.02075 (13020124) 419594.82 3737550.46 0.02011 (13020124) 419614.82 3737550.46 0.01952 (13020124) 419634.82 3737550.46 0.01898 (13020124) 419654.82 3737550.46 0.01847 (13020124) 419274.82 3737570.46 0.03891c (12120424) 419294.82 3737570.46 0.03612c (12120424) 419314.82 3737570.46 0.03376c (12120424) 419334.82 3737570.46 0.03172c (12120424) 419354.82 3737570.46 0.02989c (12120424) 419374.82 3737570.46 0.02843c (12120424) 419394.82 3737570.46 0.02748 (13020124) 419414.82 3737570.46 0.02659 (13020124) 419434.82 3737570.46 0.02573 (13020124) 419454.82 3737570.46 0.02491 (13020124) 419474.82 3737570.46 0.02411 (13020124) 419494.82 3737570.46 0.02334 (13020124) 419514.82 3737570.46 0.02258 (13020124) 419534.82 3737570.46 0.02184 (13020124) 419554.82 3737570.46 0.02112 (13020124) 419574.82 3737570.46 0.02043 (13020124) 419594.82 3737570.46 0.01980 (13020124) 419614.82 3737570.46 0.01923 (13020124) 419634.82 3737570.46 0.01870 (13020124) 419654.82 3737570.46 0.01827c (14010624) 419254.82 3737590.46 0.04064c (12120424) 419274.82 3737590.46 0.03749c (12120424) 419294.82 3737590.46 0.03492c (12120424) 419314.82 3737590.46 0.03271c (12120424) 419334.82 3737590.46 0.03076c (12120424) 419354.82 3737590.46 0.02897c (12120424) 419374.82 3737590.46 0.02794 (13020124) 419394.82 3737590.46 0.02702 (13020124) 419414.82 3737590.46 0.02613 (13020124) 419434.82 3737590.46 0.02529 (13020124) Page 126 MainPlace r.ADO 419454.82 3737590.46 0.02448 (13020124) 419474.82 3737590.46 0.02370 (13020124) 419494.82 3737590.46 0.02294 (13020124) 419514.82 3737590.46 0.02221 (13020124) 419534.82 3737590.46 0.02151 (13020124) 419554.82 3737590.46 0.02080 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 55 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - - 0.02013c - (14010624) 419594.82 3737590.46 0.01957c (14010624) 419614.82 3737590.46 0.01902c (14010624) 419634.82 3737590.46 0.01848c (14010624) 419654.82 3737590.46 0.01809c (14010624) 419254.82 3737610.46 0.03911c (12120424) 419274.82 3737610.46 0.03631c (12120424) 419294.82 3737610.46 0.03391c (12120424) 419314.82 3737610.46 0.03181c (12120424) 419334.82 3737610.46 0.02990c (12120424) 419354.82 3737610.46 0.02850 (13020124) 419374.82 3737610.46 0.02749 (13020124) 419394.82 3737610.46 0.02655 (13020124) 419414.82 Page 127 MainPlace r.ADO 3737610.46 0.02568 (13020124) 419434.82 3737610.46 0.02485 (13020124) 419454.82 3737610.46 0.02405 (13020124) 419474.82 3737610.46 0.02329 (13020124) 419494.82 3737610.46 0.02255 (13020124) 419514.82 3737610.46 0.02184 (13020124) 419534.82 3737610.46 0.02116 (13020124) 419554.82 3737610.46 0.02051c (14010624) 419574.82 3737610.46 0.01994c (14010624) 419594.82 3737610.46 0.01940c (14010624) 419614.82 3737610.46 0.01889c (14010624) 419634.82 3737610.46 0.01835c (14010624) 419654.82 3737610.46 0.01799c (14010624) 419254.82 3737630.46 0.03769c (12120424) 419274.82 3737630.46 0.03520c (12120424) 419294.82 3737630.46 0.03296c (12120424) 419314.82 3737630.46 0.03096c (12120424) 419334.82 3737630.46 0.02945 (13020124) 419354.82 3737630.46 0.02815 (13020124) 419374.82 3737630.46 0.02706 (13020124) 419394.82 3737630.46 0.02610 (13020124) 419414.82 3737630.46 0.02522 (13020124) 419434.82 3737630.46 0.02440 (13020124) 419454.82 3737630.46 0.02362 (13020124) 419474.82 3737630.46 0.02288 (13020124) 419494.82 3737630.46 0.02217 (13020124) 419514.82 3737630.46 0.02149 (13020124) 419534.82 3737630.46 0.02083c (14010624) 419554.82 3737630.46 0.02031c (14010624) 419574.82 3737630.46 0.01977c (14010624) 419594.82 3737630.46 0.01926c (14010624) 419614.82 3737630.46 0.01879c (14010624) 419634.82 3737630.46 0.01828c (14010624) 419654.82 3737630.46 0.01791c (14010624) 419234.82 3737650.46 0.03893c (12120424) 419254.82 3737650.46 0.03630c (12120424) 419274.82 3737650.46 0.03407c (12120424) 419294.82 3737650.46 0.03204c (12120424) 419314.82 3737650.46 0.03052 (13020124) 419334.82 3737650.46 0.02913 (13020124) 419354.82 3737650.46 0.02786 (13020124) 419374.82 3737650.46 0.02672 (13020124) 419394.82 3737650.46 0.02569 (13020124) 419414.82 3737650.46 0.02478 (13020124) 419434.82 3737650.46 0.02397 (13020124) 419454.82 3737650.46 0.02320 (13020124) 419474.82 3737650.46 0.02248 (13020124) 419494.82 3737650.46 0.02180 (13020124) 419514.82 Page 128 MainPlace_r.ADO 3737650.46 0.02119c (14010624) 419534.82 3737650.46 0.02063c (14010624) 3737650.46 0.02011c (14010624) 419574.82 3737650.46 0.01961c (14010624) 3737650.46 0.01915c (14010624) 419614.82 3737650.46 0.01870c (14010624) 3737650.46 0.01826c (14010624) 419654.82 3737650.46 0.01784c (14010624) 3737670.46 0.03734c (12120424) 419254.82 3737670.46 0.03491c (12120424) 3737670.46 0.03284c (12120424) 419294.82 3737670.46 0.03136 (13020124) 3737670.46 0.02995 (13020124) 419334.82 3737670.46 0.02861 (13020124) 3737670.46 0.02737 (13020124) 419374.82 3737670.46 0.02625 (13020124) 3737670.46 0.02523 (13020124) 419414.82 3737670.46 0.02432 (13020124) 3737670.46 0.02353 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 PAGE 56 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 129 MainPlace r.ADO 419454.82 3737670.46 0.02279 (13020124) 419474.82 3737670.46 0.02214c (14010624) 419494.82 3737670.46 0.02157c (14010624) 419514.82 3737670.46 0.02102c (14010624) 419534.82 3737670.46 0.02048c (14010624) 419554.82 3737670.46 0.01996c (14010624) 419574.82 3737670.46 0.01949c (14010624) 419594.82 3737670.46 0.01905c (14010624) 419614.82 3737670.46 0.01862c (14010624) 419634.82 3737670.46 0.01819c (14010624) 419654.82 3737670.46 0.01778c (14010624) 419234.82 3737690.46 0.03572c (12120424) 419254.82 3737690.46 0.03356c (12120424) 419274.82 3737690.46 0.03207 (13020124) 419294.82 3737690.46 0.03065 (13020124) 419314.82 3737690.46 0.02931 (13020124) 419334.82 3737690.46 0.02803 (13020124) 419354.82 3737690.46 0.02682 (13020124) 419374.82 3737690.46 0.02574 (13020124) 419394.82 3737690.46 0.02474 (13020124) 419414.82 3737690.46 0.02385 (13020124) 419434.82 3737690.46 0.02311c (14010624) 419454.82 3737690.46 0.02254c (14010624) 419474.82 3737690.46 0.02198c (14010624) 419494.82 3737690.46 0.02142c (14010624) 419514.82 3737690.46 0.02088c (14010624) 419534.82 3737690.46 0.02035c (14010624) 419554.82 3737690.46 0.01986c (14010624) 419574.82 3737690.46 0.01940c (14010624) 419594.82 3737690.46 0.01898c (14010624) 419614.82 3737690.46 0.01856c (14010624) 419634.82 3737690.46 0.01815c (14010624) 419654.82 3737690.46 0.01775c (14010624) 419234.82 3737710.46 0.03440c (12120424) 419254.82 3737710.46 0.03284 (13020124) 419274.82 3737710.46 0.03140 (13020124) 419294.82 3737710.46 0.03001 (13020124) 419314.82 3737710.46 0.02871 (13020124) 419334.82 3737710.46 0.02748 (13020124) 419354.82 3737710.46 0.02631 (13020124) 419374.82 3737710.46 0.02524 (13020124) 419394.82 3737710.46 0.02428c (14010624) 419414.82 3737710.46 0.02352c (14010624) 419434.82 3737710.46 0.02295c (14010624) 419454.82 3737710.46 0.02240c (14010624) 419474.82 3737710.46 0.02186c (14010624) 419494.82 3737710.46 0.02132c (14010624) 419514.82 3737710.46 0.02078c (14010624) Page 130 MainPlace_r.ADO 419534.82 3737710.46 0.02024c (14010624) 3737710.46 0.01980c (14010624) 419574.82 3737710.46 0.01935c (14010624) 3737710.46 0.01893c (14010624) 419614.82 3737710.46 0.01854c (14010624) 3737710.46 0.01813c (14010624) 419654.82 3737710.46 0.01776c (14010624) 3737730.46 0.03380 (13020124) 419254.82 3737730.46 0.03221 (13020124) 3737730.46 0.03076 (13020124) 419294.82 3737730.46 0.02940 (13020124) 3737730.46 0.02813 (13020124) 419334.82 3737730.46 0.02699c (14010624) 3737730.46 0.02595c (14010624) 419374.82 3737730.46 0.02500c (14010624) 3737730.46 0.02414c (14010624) 419414.82 3737730.46 0.02341c (14010624) 3737730.46 0.02284c (14010624) 419454.82 3737730.46 0.02229c (14010624) 3737730.46 0.02180c (14010624) 419494.82 3737730.46 0.02131c (14010624) 3737730.46 0.02080c (14010624) 419534.82 3737730.46 0.02027c (14010624) 3737730.46 0.01982c (14010624) 419574.82 3737730.46 0.01937c (14010624) 3737730.46 0.01894c (14010624) 419614.82 3737730.46 0.01854c (14010624) 3737730.46 0.01816c (14010624) 419654.82 3737730.46 0.01780c (14010624) 3737750.46 0.03332 (13020124) 419254.82 3737750.46 0.03161 (13020124) 3737750.46 0.03017c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 57 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP , L0006933 fflu....•� 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , Page 131 .... coo.•, , L0006932 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.02899c - (14010624) 419314.82 3737750.46 0.02786c (14010624) 419334.82 3737750.46 0.02680c (14010624) 419354.82 3737750.46 0.02580c (14010624) 419374.82 3737750.46 0.02489c (14010624) 419394.82 3737750.46 0.02409c (14010624) 419414.82 3737750.46 0.02338c (14010624) 419434.82 3737750.46 0.02277c (14010624) 419454.82 3737750.46 0.02223c (14010624) 419474.82 3737750.46 0.02180c (14010624) 419494.82 3737750.46 0.02135c (14010624) 419514.82 3737750.46 0.02087c (14010624) 419534.82 3737750.46 0.02037c (14010624) 419554.82 3737750.46 0.01990c (14010624) 419574.82 3737750.46 0.01945c (14010624) 419594.82 3737750.46 0.01901c (14010624) 419614.82 3737750.46 0.01860c (14010624) 419634.82 3737750.46 0.01825c (14010624) 419654.82 3737750.46 0.01788c (14010624) 419234.82 3737770.46 0.03294c (14010624) 419254.82 3737770.46 0.03170c (14010624) 419274.82 3737770.46 0.03012c (14010624) 419294.82 3737770.46 0.02884c (14010624) 419314.82 3737770.46 0.02770c (14010624) 419334.82 3737770.46 0.02667c (14010624) 419354.82 3737770.46 0.02567c (14010624) 419374.82 3737770.46 0.02477c (14010624) 419394.82 3737770.46 0.02402c (14010624) 419414.82 3737770.46 0.02337c (14010624) 419434.82 3737770.46 0.02276c (14010624) 419454.82 3737770.46 0.02224c (14010624) 419474.82 3737770.46 0.02182c (14010624) 419494.82 3737770.46 0.02139c (14010624) 419514.82 3737770.46 0.02094c (14010624) 419534.82 3737770.46 0.02044c (14010624) 419554.82 Page 132 MainPlace_r.ADO 3737770.46 0.02001c (14010624) 419574.82 3737770.46 0.01956c (14010624) 3737770.46 0.01912c (14010624) 419614.82 3737770.46 0.01873c (14010624) 3737770.46 0.01839c (14010624) 419654.82 3737770.46 0.01803c (14010624) 3737790.46 0.03162c (14010624) 419274.82 3737790.46 0.03004c (14010624) 3737790.46 0.02878c (14010624) 419314.82 3737790.46 0.02767c (14010624) 3737790.46 0.02667c (14010624) 419354.82 3737790.46 0.02568c (14010624) 3737790.46 0.02478c (14010624) 419394.82 3737790.46 0.02404c (14010624) 3737790.46 0.02341c (14010624) 419434.82 3737790.46 0.02281c (14010624) 3737790.46 0.02230c (14010624) 419474.82 3737790.46 0.02190c (14010624) 3737790.46 0.02149c (14010624) 419514.82 3737790.46 0.02105c (14010624) 3737790.46 0.02055c (14010624) 419554.82 3737790.46 0.02014c (14010624) 3737790.46 0.01970c (14010624) 419594.82 3737790.46 0.01928c (14010624) 3737790.46 0.01891c (14010624) 419634.82 3737790.46 0.01858c (14010624) 3737790.46 0.01824c (14010624) 419274.82 3737810.46 0.02994c (14010624) 3737810.46 0.02883c (14010624) 419314.82 3737810.46 0.02780c (14010624) 3737810.46 0.02678c (14010624) 419354.82 3737810.46 0.02581c (14010624) 3737810.46 0.02491c (14010624) 419394.82 3737810.46 0.02416c (14010624) 3737810.46 0.02351c (14010624) 419434.82 3737810.46 0.02291c (14010624) 3737810.46 0.02241c (14010624) 419474.82 3737810.46 0.02204c (14010624) 3737810.46 0.02165c (14010624) 419514.82 3737810.46 0.02119c (14010624) 3737810.46 0.02072c (14010624) 419554.82 3737810.46 0.02028c (14010624) 3737810.46 0.01987c (14010624) 419594.82 3737810.46 0.01948c (14010624) 3737810.46 0.01913c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** Page 133 12/29/18 419594.82 419634.82 419254.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 MainPlace_r.ADO *** 06:44:57 PAGE 58 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - - 0.01883c - (14010624) 419654.82 3737810.46 0.01849c (14010624) 419294.82 3737830.46 0.02912c (14010624) 419314.82 3737830.46 0.02811c (14010624) 419334.82 3737830.46 0.02707c (14010624) 419354.82 3737830.46 0.02608c (14010624) 419374.82 3737830.46 0.02524c (14010624) 419394.82 3737830.46 0.02453c (14010624) 419414.82 3737830.46 0.02385c (14010624) 419434.82 3737830.46 0.02309c (14010624) 419454.82 3737830.46 0.02256c (14010624) 419474.82 3737830.46 0.02223c (14010624) 419494.82 3737830.46 0.02188c (14010624) 419514.82 3737830.46 0.02142c (14010624) 419534.82 3737830.46 0.02095c (14010624) 419554.82 3737830.46 0.02051c (14010624) 419574.82 3737830.46 0.02010c (14010624) 419594.82 3737830.46 0.01974c (14010624) 419614.82 3737830.46 0.01945c (14010624) 419634.82 3737830.46 0.01916c (14010624) 419654.82 3737830.46 0.01883c (14010624) 419314.82 3737850.46 0.02846c (14010624) Page 134 MainPlace_r.ADO 419334.82 3737850.46 0.02744c (14010624) 3737850.46 0.02650c (14010624) 419374.82 3737850.46 0.02569c (14010624) 3737850.46 0.02498c (14010624) 419414.82 3737850.46 0.02428c (14010624) 3737850.46 0.02347c (14010624) 419454.82 3737850.46 0.02292c (14010624) 3737850.46 0.02256c (14010624) 419494.82 3737850.46 0.02214c (14010624) 3737850.46 0.02163c (14010624) 419534.82 3737850.46 0.02119c (14010624) 3737850.46 0.02078c (14010624) 419574.82 3737850.46 0.02041c (14010624) 3737850.46 0.02007c (14010624) 419614.82 3737850.46 0.01979c (14010624) 3737850.46 0.01951c (14010624) 419654.82 3737850.46 0.01919c (14010624) 3737870.46 0.02176c (14010624) 419534.82 3737870.46 0.02138c (14010624) 3737870.46 0.02108c (14010624) 419574.82 3737870.46 0.02076c (14010624) 3737870.46 0.02043c (14010624) 419614.82 3737870.46 0.02011c (14010624) 3737870.46 0.01981c (14010624) 419654.82 3737870.46 0.01952c (14010624) 3737890.46 0.02455c (12120424) 419534.82 3737890.46 0.02421c (12120424) 3737890.46 0.02404c (12120424) 419574.82 3737890.46 0.02387c (12120424) 3737890.46 0.02367c (12120424) 419614.82 3737890.46 0.02351c (12120424) 3737890.46 0.02347c (12120424) 419654.82 3737890.46 0.02349c (12120424) 3737890.46 0.02317c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 59 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL , L0006933 , L0006941 , L0006942 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 12/29/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006935 , L0006937 , L0006938 , L0006939 , L0006940 L0006943 , Page 135 *** MainPlace r.ADO L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - - 0.04710c - (12120424) 419414.82 3737330.46 0.04325c (12120424) 419434.82 3737330.46 0.03989c (12120424) 419454.82 3737330.46 0.03700c (12120424) 419474.82 3737330.46 0.03444c (12120424) 419494.82 3737330.46 0.03227c (12120424) 419514.82 3737330.46 0.03030c (12120424) 419534.82 3737330.46 0.02845c (12120424) 419554.82 3737330.46 0.02700c (14010624) 419574.82 3737330.46 0.02584c (14010624) 419594.82 3737330.46 0.02473c (14010624) 419614.82 3737330.46 0.02369c (14010624) 419634.82 3737330.46 0.02270c (14010624) 419654.82 3737330.46 0.02188 (13020124) 419374.82 3737350.46 0.04816c (12120424) 419394.82 3737350.46 0.04420c (12120424) 419414.82 3737350.46 0.04067c (12120424) 419434.82 3737350.46 0.03767c (12120424) 419454.82 3737350.46 0.03510c (12120424) 419474.82 3737350.46 0.03280c (12120424) 419494.82 3737350.46 0.03088c (12120424) 419514.82 3737350.46 0.02907c (12120424) 419534.82 3737350.46 0.02727 (13020124) 419554.82 3737350.46 0.02614 (13020124) 419574.82 3737350.46 0.02507 (13020124) 419594.82 3737350.46 0.02408 (13020124) 419614.82 3737350.46 0.02317 (13020124) 419634.82 3737350.46 0.02234 (13020124) 419654.82 3737350.46 0.02158 (13020124) 419374.82 3737370.46 0.04524c (12120424) 419394.82 3737370.46 0.04165c (12120424) 419414.82 3737370.46 0.03846c (12120424) 419434.82 3737370.46 0.03577c (12120424) 419454.82 Page 136 MainPlace r.ADO 3737370.46 0.03345c (12120424) 419474.82 3737370.46 0.03136c (12120424) 419494.82 3737370.46 0.02967c (12120424) 419514.82 3737370.46 0.02808c (12120424) 419534.82 3737370.46 0.02657 (13020124) 419554.82 3737370.46 0.02550 (13020124) 419574.82 3737370.46 0.02452 (13020124) 419594.82 3737370.46 0.02360 (13020124) 419614.82 3737370.46 0.02274 (13020124) 419634.82 3737370.46 0.02196 (13020124) 419654.82 3737370.46 0.02124 (13020124) 419354.82 3737390.46 0.04590c (12120424) 419374.82 3737390.46 0.04254c (12120424) 419394.82 3737390.46 0.03936c (12120424) 419414.82 3737390.46 0.03654c (12120424) 419434.82 3737390.46 0.03409c (12120424) 419454.82 3737390.46 0.03199c (12120424) 419474.82 3737390.46 0.03006c (12120424) 419494.82 3737390.46 0.02846c (12120424) 419514.82 3737390.46 0.02697c (12120424) 419534.82 3737390.46 0.02585 (13020124) 419554.82 3737390.46 0.02487 (13020124) 419574.82 3737390.46 0.02398 (13020124) 419594.82 3737390.46 0.02313 (13020124) 419614.82 3737390.46 0.02233 (13020124) 419634.82 3737390.46 0.02159 (13020124) 419654.82 3737390.46 0.02089 (13020124) 419354.82 3737410.46 0.04294c (12120424) 419374.82 3737410.46 0.04011c (12120424) 419394.82 3737410.46 0.03733c (12120424) 419414.82 3737410.46 0.03482c (12120424) 419434.82 3737410.46 0.03261c (12120424) 419454.82 3737410.46 0.03067c (12120424) 419474.82 3737410.46 0.02888c (12120424) 419494.82 3737410.46 0.02726c (12120424) 419514.82 3737410.46 0.02612 (13020124) 419534.82 3737410.46 0.02514 (13020124) 419554.82 3737410.46 0.02425 (13020124) 419574.82 3737410.46 0.02343 (13020124) 419594.82 3737410.46 0.02267 (13020124) 419614.82 3737410.46 0.02194 (13020124) 419634.82 3737410.46 0.02124 (13020124) 419654.82 3737410.46 0.02055 (13020124) 419334.82 3737430.46 0.04365c (12120424) 419354.82 3737430.46 0.04047c (12120424) 419374.82 3737430.46 0.03795c (12120424) 419394.82 3737430.46 0.03547c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 137 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 60 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - - 0.03323c - (12120424) 419434.82 3737430.46 0.03122c (12120424) 419454.82 3737430.46 0.02926c (12120424) 419474.82 3737430.46 0.02765c (12120424) 419494.82 3737430.46 0.02649 (13020124) 419514.82 3737430.46 0.02548 (13020124) 419534.82 3737430.46 0.02455 (13020124) 419554.82 3737430.46 0.02373 (13020124) 419574.82 3737430.46 0.02298 (13020124) 419594.82 3737430.46 0.02227 (13020124) 419614.82 3737430.46 0.02156 (13020124) 419634.82 3737430.46 0.02085 (13020124) 419654.82 3737430.46 0.02021 (13020124) 419334.82 3737450.46 0.04108c (12120424) 419354.82 3737450.46 0.03836c (12120424) 419374.82 3737450.46 0.03604c (12120424) 419394.82 3737450.46 0.03381c (12120424) 419414.82 3737450.46 0.03178c (12120424) 419434.82 3737450.46 0.02993c (12120424) 419454.82 3737450.46 0.02814c (12120424) Page 138 MainPlace r.ADO 419474.82 3737450.46 0.02686 (13020124) 419494.82 3737450.46 0.02588 (13020124) 419514.82 3737450.46 0.02495 (13020124) 419534.82 3737450.46 0.02406 (13020124) 419554.82 3737450.46 0.02327 (13020124) 419574.82 3737450.46 0.02256 (13020124) 419594.82 3737450.46 0.02188 (13020124) 419614.82 3737450.46 0.02119 (13020124) 419634.82 3737450.46 0.02049 (13020124) 419654.82 3737450.46 0.01989 (13020124) 419314.82 3737470.46 0.04251c (12120424) 419334.82 3737470.46 0.03898c (12120424) 419354.82 3737470.46 0.03653c (12120424) 419374.82 3737470.46 0.03436c (12120424) 419394.82 3737470.46 0.03233c (12120424) 419414.82 3737470.46 0.03043c (12120424) 419434.82 3737470.46 0.02870c (12120424) 419454.82 3737470.46 0.02731 (13020124) 419474.82 3737470.46 0.02632 (13020124) 419494.82 3737470.46 0.02540 (13020124) 419514.82 3737470.46 0.02451 (13020124) 419534.82 3737470.46 0.02365 (13020124) 419554.82 3737470.46 0.02286 (13020124) 419574.82 3737470.46 0.02216 (13020124) 419594.82 3737470.46 0.02149 (13020124) 419614.82 3737470.46 0.02083 (13020124) 419634.82 3737470.46 0.02017 (13020124) 419654.82 3737470.46 0.01959 (13020124) 419314.82 3737490.46 0.04002c (12120424) 419334.82 3737490.46 0.03709c (12120424) 419354.82 3737490.46 0.03462c (12120424) 419374.82 3737490.46 0.03276c (12120424) 419394.82 3737490.46 0.03097c (12120424) 419414.82 3737490.46 0.02931c (12120424) 419434.82 3737490.46 0.02780c (12120424) 419454.82 3737490.46 0.02676 (13020124) 419474.82 3737490.46 0.02584 (13020124) 419494.82 3737490.46 0.02495 (13020124) 419514.82 3737490.46 0.02409 (13020124) 419534.82 3737490.46 0.02327 (13020124) 419554.82 3737490.46 0.02249 (13020124) 419574.82 3737490.46 0.02179 (13020124) 419594.82 3737490.46 0.02113 (13020124) 419614.82 3737490.46 0.02049 (13020124) 419634.82 3737490.46 0.01986 (13020124) 419654.82 3737490.46 0.01930 (13020124) 419294.82 3737510.46 0.04083c (12120424) 419314.82 3737510.46 0.03789c (12120424) Page 139 MainPlace_r.ADO 419334.82 3737510.46 0.03540c (12120424) 3737510.46 0.03304c (12120424) 419374.82 3737510.46 0.03141c (12120424) 3737510.46 0.02982c (12120424) 419414.82 3737510.46 0.02833c (12120424) 3737510.46 0.02717 (13020124) 419454.82 3737510.46 0.02625 (13020124) 3737510.46 0.02539 (13020124) 419494.82 3737510.46 0.02453 (13020124) 3737510.46 0.02371 (13020124) 419534.82 3737510.46 0.02291 (13020124) 3737510.46 0.02214 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 61 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - - - - - - 3737510.46 0.02143 - (13020124) 419594.82 3737510.46 0.02077 (13020124) 419614.82 3737510.46 0.02016 (13020124) 419634.82 3737510.46 0.01958 (13020124) 419654.82 3737510.46 0.01903 (13020124) 419294.82 3737530.46 0.03891c (12120424) 419314.82 3737530.46 0.03621c (12120424) 419334.82 Page 140 MainPlace r.ADO 3737530.46 0.03388c (12120424) 419354.82 3737530.46 0.03188c (12120424) 419374.82 3737530.46 0.03033c (12120424) 419394.82 3737530.46 0.02885c (12120424) 419414.82 3737530.46 0.02758 (13020124) 419434.82 3737530.46 0.02665 (13020124) 419454.82 3737530.46 0.02579 (13020124) 419474.82 3737530.46 0.02496 (13020124) 419494.82 3737530.46 0.02414 (13020124) 419514.82 3737530.46 0.02334 (13020124) 419534.82 3737530.46 0.02257 (13020124) 419554.82 3737530.46 0.02180 (13020124) 419574.82 3737530.46 0.02109 (13020124) 419594.82 3737530.46 0.02043 (13020124) 419614.82 3737530.46 0.01984 (13020124) 419634.82 3737530.46 0.01928 (13020124) 419654.82 3737530.46 0.01875 (13020124) 419274.82 3737550.46 0.04040c (12120424) 419294.82 3737550.46 0.03743c (12120424) 419314.82 3737550.46 0.03491c (12120424) 419334.82 3737550.46 0.03274c (12120424) 419354.82 3737550.46 0.03086c (12120424) 419374.82 3737550.46 0.02935c (12120424) 419394.82 3737550.46 0.02799 (13020124) 419414.82 3737550.46 0.02707 (13020124) 419434.82 3737550.46 0.02618 (13020124) 419454.82 3737550.46 0.02534 (13020124) 419474.82 3737550.46 0.02453 (13020124) 419494.82 3737550.46 0.02374 (13020124) 419514.82 3737550.46 0.02296 (13020124) 419534.82 3737550.46 0.02220 (13020124) 419554.82 3737550.46 0.02145 (13020124) 419574.82 3737550.46 0.02075 (13020124) 419594.82 3737550.46 0.02011 (13020124) 419614.82 3737550.46 0.01952 (13020124) 419634.82 3737550.46 0.01898 (13020124) 419654.82 3737550.46 0.01847 (13020124) 419274.82 3737570.46 0.03891c (12120424) 419294.82 3737570.46 0.03612c (12120424) 419314.82 3737570.46 0.03376c (12120424) 419334.82 3737570.46 0.03172c (12120424) 419354.82 3737570.46 0.02989c (12120424) 419374.82 3737570.46 0.02843c (12120424) 419394.82 3737570.46 0.02748 (13020124) 419414.82 3737570.46 0.02659 (13020124) 419434.82 3737570.46 0.02573 (13020124) 419454.82 3737570.46 0.02491 (13020124) 419474.82 3737570.46 0.02411 (13020124) 419494.82 Page 141 MainPlace_r.ADO 3737570.46 0.02334 (13020124) 419514.82 3737570.46 0.02258 (13020124) 3737570.46 0.02184 (13020124) 419554.82 3737570.46 0.02112 (13020124) 3737570.46 0.02043 (13020124) 419594.82 3737570.46 0.01980 (13020124) 3737570.46 0.01923 (13020124) 419634.82 3737570.46 0.01870 (13020124) 3737570.46 0.01827c (14010624) 419254.82 3737590.46 0.04064c (12120424) 3737590.46 0.03749c (12120424) 419294.82 3737590.46 0.03492c (12120424) 3737590.46 0.03271c (12120424) 419334.82 3737590.46 0.03076c (12120424) 3737590.46 0.02897c (12120424) 419374.82 3737590.46 0.02794 (13020124) 3737590.46 0.02702 (13020124) 419414.82 3737590.46 0.02613 (13020124) 3737590.46 0.02529 (13020124) 419454.82 3737590.46 0.02448 (13020124) 3737590.46 0.02370 (13020124) 419494.82 3737590.46 0.02294 (13020124) 3737590.46 0.02221 (13020124) 419534.82 3737590.46 0.02151 (13020124) 3737590.46 0.02080 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 62 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 Page 142 IN MICROGRAMS/M**3 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.02013c - - (14010624) 419594.82 3737590.46 0.01957c (14010624) 419614.82 3737590.46 0.01902c (14010624) 419634.82 3737590.46 0.01848c (14010624) 419654.82 3737590.46 0.01809c (14010624) 419254.82 3737610.46 0.03911c (12120424) 419274.82 3737610.46 0.03631c (12120424) 419294.82 3737610.46 0.03391c (12120424) 419314.82 3737610.46 0.03181c (12120424) 419334.82 3737610.46 0.02990c (12120424) 419354.82 3737610.46 0.02850 (13020124) 419374.82 3737610.46 0.02749 (13020124) 419394.82 3737610.46 0.02655 (13020124) 419414.82 3737610.46 0.02568 (13020124) 419434.82 3737610.46 0.02485 (13020124) 419454.82 3737610.46 0.02405 (13020124) 419474.82 3737610.46 0.02329 (13020124) 419494.82 3737610.46 0.02255 (13020124) 419514.82 3737610.46 0.02184 (13020124) 419534.82 3737610.46 0.02116 (13020124) 419554.82 3737610.46 0.02051c (14010624) 419574.82 3737610.46 0.01994c (14010624) 419594.82 3737610.46 0.01940c (14010624) 419614.82 3737610.46 0.01889c (14010624) 419634.82 3737610.46 0.01835c (14010624) 419654.82 3737610.46 0.01799c (14010624) 419254.82 3737630.46 0.03769c (12120424) 419274.82 3737630.46 0.03520c (12120424) 419294.82 3737630.46 0.03296c (12120424) 419314.82 3737630.46 0.03096c (12120424) 419334.82 3737630.46 0.02945 (13020124) 419354.82 3737630.46 0.02815 (13020124) 419374.82 3737630.46 0.02706 (13020124) 419394.82 3737630.46 0.02610 (13020124) 419414.82 3737630.46 0.02522 (13020124) 419434.82 3737630.46 0.02440 (13020124) 419454.82 3737630.46 0.02362 (13020124) 419474.82 3737630.46 0.02288 (13020124) 419494.82 3737630.46 0.02217 (13020124) 419514.82 3737630.46 0.02149 (13020124) 419534.82 3737630.46 0.02083c (14010624) 419554.82 3737630.46 0.02031c (14010624) Page 143 MainPlace r.ADO 419574.82 3737630.46 0.01977c (14010624) 419594.82 3737630.46 0.01926c (14010624) 419614.82 3737630.46 0.01879c (14010624) 419634.82 3737630.46 0.01828c (14010624) 419654.82 3737630.46 0.01791c (14010624) 419234.82 3737650.46 0.03893c (12120424) 419254.82 3737650.46 0.03630c (12120424) 419274.82 3737650.46 0.03407c (12120424) 419294.82 3737650.46 0.03204c (12120424) 419314.82 3737650.46 0.03052 (13020124) 419334.82 3737650.46 0.02913 (13020124) 419354.82 3737650.46 0.02786 (13020124) 419374.82 3737650.46 0.02672 (13020124) 419394.82 3737650.46 0.02569 (13020124) 419414.82 3737650.46 0.02478 (13020124) 419434.82 3737650.46 0.02397 (13020124) 419454.82 3737650.46 0.02320 (13020124) 419474.82 3737650.46 0.02248 (13020124) 419494.82 3737650.46 0.02180 (13020124) 419514.82 3737650.46 0.02119c (14010624) 419534.82 3737650.46 0.02063c (14010624) 419554.82 3737650.46 0.02011c (14010624) 419574.82 3737650.46 0.01961c (14010624) 419594.82 3737650.46 0.01915c (14010624) 419614.82 3737650.46 0.01870c (14010624) 419634.82 3737650.46 0.01826c (14010624) 419654.82 3737650.46 0.01784c (14010624) 419234.82 3737670.46 0.03734c (12120424) 419254.82 3737670.46 0.03491c (12120424) 419274.82 3737670.46 0.03284c (12120424) 419294.82 3737670.46 0.03136 (13020124) 419314.82 3737670.46 0.02995 (13020124) 419334.82 3737670.46 0.02861 (13020124) 419354.82 3737670.46 0.02737 (13020124) 419374.82 3737670.46 0.02625 (13020124) 419394.82 3737670.46 0.02523 (13020124) 419414.82 3737670.46 0.02432 (13020124) 419434.82 3737670.46 0.02353 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 63 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** Page 144 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - - 0.02279 - (13020124) 419474.82 3737670.46 0.02214c (14010624) 419494.82 3737670.46 0.02157c (14010624) 419514.82 3737670.46 0.02102c (14010624) 419534.82 3737670.46 0.02048c (14010624) 419554.82 3737670.46 0.01996c (14010624) 419574.82 3737670.46 0.01949c (14010624) 419594.82 3737670.46 0.01905c (14010624) 419614.82 3737670.46 0.01862c (14010624) 419634.82 3737670.46 0.01819c (14010624) 419654.82 3737670.46 0.01778c (14010624) 419234.82 3737690.46 0.03572c (12120424) 419254.82 3737690.46 0.03356c (12120424) 419274.82 3737690.46 0.03207 (13020124) 419294.82 3737690.46 0.03065 (13020124) 419314.82 3737690.46 0.02931 (13020124) 419334.82 3737690.46 0.02803 (13020124) 419354.82 3737690.46 0.02682 (13020124) 419374.82 3737690.46 0.02574 (13020124) 419394.82 3737690.46 0.02474 (13020124) 419414.82 3737690.46 0.02385 (13020124) 419434.82 3737690.46 0.02311c (14010624) 419454.82 3737690.46 0.02254c (14010624) 419474.82 3737690.46 0.02198c (14010624) 419494.82 3737690.46 0.02142c (14010624) 419514.82 3737690.46 0.02088c (14010624) 419534.82 3737690.46 0.02035c (14010624) 419554.82 3737690.46 0.01986c (14010624) 419574.82 3737690.46 0.01940c (14010624) 419594.82 Page 145 MainPlace r.ADO 3737690.46 0.01898c (14010624) 419614.82 3737690.46 0.01856c (14010624) 419634.82 3737690.46 0.01815c (14010624) 419654.82 3737690.46 0.01775c (14010624) 419234.82 3737710.46 0.03440c (12120424) 419254.82 3737710.46 0.03284 (13020124) 419274.82 3737710.46 0.03140 (13020124) 419294.82 3737710.46 0.03001 (13020124) 419314.82 3737710.46 0.02871 (13020124) 419334.82 3737710.46 0.02748 (13020124) 419354.82 3737710.46 0.02631 (13020124) 419374.82 3737710.46 0.02524 (13020124) 419394.82 3737710.46 0.02428c (14010624) 419414.82 3737710.46 0.02352c (14010624) 419434.82 3737710.46 0.02295c (14010624) 419454.82 3737710.46 0.02240c (14010624) 419474.82 3737710.46 0.02186c (14010624) 419494.82 3737710.46 0.02132c (14010624) 419514.82 3737710.46 0.02078c (14010624) 419534.82 3737710.46 0.02024c (14010624) 419554.82 3737710.46 0.01980c (14010624) 419574.82 3737710.46 0.01935c (14010624) 419594.82 3737710.46 0.01893c (14010624) 419614.82 3737710.46 0.01854c (14010624) 419634.82 3737710.46 0.01813c (14010624) 419654.82 3737710.46 0.01776c (14010624) 419234.82 3737730.46 0.03380 (13020124) 419254.82 3737730.46 0.03221 (13020124) 419274.82 3737730.46 0.03076 (13020124) 419294.82 3737730.46 0.02940 (13020124) 419314.82 3737730.46 0.02813 (13020124) 419334.82 3737730.46 0.02699c (14010624) 419354.82 3737730.46 0.02595c (14010624) 419374.82 3737730.46 0.02500c (14010624) 419394.82 3737730.46 0.02414c (14010624) 419414.82 3737730.46 0.02341c (14010624) 419434.82 3737730.46 0.02284c (14010624) 419454.82 3737730.46 0.02229c (14010624) 419474.82 3737730.46 0.02180c (14010624) 419494.82 3737730.46 0.02131c (14010624) 419514.82 3737730.46 0.02080c (14010624) 419534.82 3737730.46 0.02027c (14010624) 419554.82 3737730.46 0.01982c (14010624) 419574.82 3737730.46 0.01937c (14010624) 419594.82 3737730.46 0.01894c (14010624) 419614.82 3737730.46 0.01854c (14010624) 419634.82 3737730.46 0.01816c (14010624) 419654.82 3737730.46 0.01780c (14010624) 419234.82 Page 146 MainPlace r.ADO 3737750.46 0.03332 (13020124) 419254.82 3737750.46 0.03161 (13020124) 419274.82 3737750.46 0.03017c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 64 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.02899c - (14010624) 419314.82 3737750.46 0.02786c (14010624) 419334.82 3737750.46 0.02680c (14010624) 419354.82 3737750.46 0.02580c (14010624) 419374.82 3737750.46 0.02489c (14010624) 419394.82 3737750.46 0.02409c (14010624) 419414.82 3737750.46 0.02338c (14010624) 419434.82 3737750.46 0.02277c (14010624) 419454.82 3737750.46 0.02223c (14010624) 419474.82 3737750.46 0.02180c (14010624) 419494.82 3737750.46 0.02135c (14010624) 419514.82 3737750.46 0.02087c (14010624) 419534.82 3737750.46 0.02037c (14010624) 419554.82 3737750.46 0.01990c (14010624) 419574.82 3737750.46 0.01945c (14010624) 419594.82 3737750.46 0.01901c (14010624) Page 147 MainPlace r.ADO 419614.82 3737750.46 0.01860c (14010624) 419634.82 3737750.46 0.01825c (14010624) 419654.82 3737750.46 0.01788c (14010624) 419234.82 3737770.46 0.03294c (14010624) 419254.82 3737770.46 0.03170c (14010624) 419274.82 3737770.46 0.03012c (14010624) 419294.82 3737770.46 0.02884c (14010624) 419314.82 3737770.46 0.02770c (14010624) 419334.82 3737770.46 0.02667c (14010624) 419354.82 3737770.46 0.02567c (14010624) 419374.82 3737770.46 0.02477c (14010624) 419394.82 3737770.46 0.02402c (14010624) 419414.82 3737770.46 0.02337c (14010624) 419434.82 3737770.46 0.02276c (14010624) 419454.82 3737770.46 0.02224c (14010624) 419474.82 3737770.46 0.02182c (14010624) 419494.82 3737770.46 0.02139c (14010624) 419514.82 3737770.46 0.02094c (14010624) 419534.82 3737770.46 0.02044c (14010624) 419554.82 3737770.46 0.02001c (14010624) 419574.82 3737770.46 0.01956c (14010624) 419594.82 3737770.46 0.01912c (14010624) 419614.82 3737770.46 0.01873c (14010624) 419634.82 3737770.46 0.01839c (14010624) 419654.82 3737770.46 0.01803c (14010624) 419254.82 3737790.46 0.03162c (14010624) 419274.82 3737790.46 0.03004c (14010624) 419294.82 3737790.46 0.02878c (14010624) 419314.82 3737790.46 0.02767c (14010624) 419334.82 3737790.46 0.02667c (14010624) 419354.82 3737790.46 0.02568c (14010624) 419374.82 3737790.46 0.02478c (14010624) 419394.82 3737790.46 0.02404c (14010624) 419414.82 3737790.46 0.02341c (14010624) 419434.82 3737790.46 0.02281c (14010624) 419454.82 3737790.46 0.02230c (14010624) 419474.82 3737790.46 0.02190c (14010624) 419494.82 3737790.46 0.02149c (14010624) 419514.82 3737790.46 0.02105c (14010624) 419534.82 3737790.46 0.02055c (14010624) 419554.82 3737790.46 0.02014c (14010624) 419574.82 3737790.46 0.01970c (14010624) 419594.82 3737790.46 0.01928c (14010624) 419614.82 3737790.46 0.01891c (14010624) 419634.82 3737790.46 0.01858c (14010624) 419654.82 3737790.46 0.01824c (14010624) 419274.82 3737810.46 0.02994c (14010624) 419294.82 3737810.46 0.02883c (14010624) Page 148 MainPlace_r.ADO 419314.82 3737810.46 0.02780c (14010624) 3737810.46 0.02678c (14010624) 419354.82 3737810.46 0.02581c (14010624) 3737810.46 0.02491c (14010624) 419394.82 3737810.46 0.02416c (14010624) 3737810.46 0.02351c (14010624) 419434.82 3737810.46 0.02291c (14010624) 3737810.46 0.02241c (14010624) 419474.82 3737810.46 0.02204c (14010624) 3737810.46 0.02165c (14010624) 419514.82 3737810.46 0.02119c (14010624) 3737810.46 0.02072c (14010624) 419554.82 3737810.46 0.02028c (14010624) 3737810.46 0.01987c (14010624) 419594.82 3737810.46 0.01948c (14010624) 3737810.46 0.01913c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 06:44:57 12/29/18 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 65 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.01883c (14010624) 419654.82 3737810.46 0.01849c (14010624) 419294.82 3737830.46 0.02912c (14010624) 419314.82 Page 149 MainPlace r.ADO 3737830.46 0.02811c (14010624) 419334.82 3737830.46 0.02707c (14010624) 419354.82 3737830.46 0.02608c (14010624) 419374.82 3737830.46 0.02524c (14010624) 419394.82 3737830.46 0.02453c (14010624) 419414.82 3737830.46 0.02385c (14010624) 419434.82 3737830.46 0.02309c (14010624) 419454.82 3737830.46 0.02256c (14010624) 419474.82 3737830.46 0.02223c (14010624) 419494.82 3737830.46 0.02188c (14010624) 419514.82 3737830.46 0.02142c (14010624) 419534.82 3737830.46 0.02095c (14010624) 419554.82 3737830.46 0.02051c (14010624) 419574.82 3737830.46 0.02010c (14010624) 419594.82 3737830.46 0.01974c (14010624) 419614.82 3737830.46 0.01945c (14010624) 419634.82 3737830.46 0.01916c (14010624) 419654.82 3737830.46 0.01883c (14010624) 419314.82 3737850.46 0.02846c (14010624) 419334.82 3737850.46 0.02744c (14010624) 419354.82 3737850.46 0.02650c (14010624) 419374.82 3737850.46 0.02569c (14010624) 419394.82 3737850.46 0.02498c (14010624) 419414.82 3737850.46 0.02428c (14010624) 419434.82 3737850.46 0.02347c (14010624) 419454.82 3737850.46 0.02292c (14010624) 419474.82 3737850.46 0.02256c (14010624) 419494.82 3737850.46 0.02214c (14010624) 419514.82 3737850.46 0.02163c (14010624) 419534.82 3737850.46 0.02119c (14010624) 419554.82 3737850.46 0.02078c (14010624) 419574.82 3737850.46 0.02041c (14010624) 419594.82 3737850.46 0.02007c (14010624) 419614.82 3737850.46 0.01979c (14010624) 419634.82 3737850.46 0.01951c (14010624) 419654.82 3737850.46 0.01919c (14010624) 419514.82 3737870.46 0.02176c (14010624) 419534.82 3737870.46 0.02138c (14010624) 419554.82 3737870.46 0.02108c (14010624) 419574.82 3737870.46 0.02076c (14010624) 419594.82 3737870.46 0.02043c (14010624) 419614.82 3737870.46 0.02011c (14010624) 419634.82 3737870.46 0.01981c (14010624) 419654.82 3737870.46 0.01952c (14010624) 419514.82 3737890.46 0.02455c (12120424) 419534.82 3737890.46 0.02421c (12120424) 419554.82 3737890.46 0.02404c (12120424) 419574.82 3737890.46 0.02387c (12120424) 419594.82 Page 150 MainPlace r.ADO 3737890.46 0.02367c (12120424) 419614.82 3737890.46 0.02351c (12120424) 419634.82 3737890.46 0.02347c (12120424) 419654.82 3737890.46 0.02349c (12120424) 419674.82 3737890.46 0.02317c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 66 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE SUMMARY OF MAXIMUM ANNUAL RESULTS AVERAGED OVER 5 YEARS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI 1ST HIGHEST VALUE IS 0.02372 AT ( 419374.82, 3737350.46, 44.42, 44.42, 10.70) DC 2ND HIGHEST VALUE IS 0.02347 AT ( 419394.82, 3737330.46, 44.46, 44.46, 10.70) DC 3RD HIGHEST VALUE IS 0.02263 AT ( 419354.82, 3737390.46, 44.74, 44.74, 10.70) DC 4TH HIGHEST VALUE IS 0.02262 AT ( 419374.82, 3737370.46, 44.69, 44.69, 10.70) DC 5TH HIGHEST VALUE IS 0.02232 AT ( 419394.82, 3737350.46, 44.75, 44.75, 10.70) DC 6TH HIGHEST VALUE IS 0.02210 AT ( 419414.82, 3737330.46, 44.68, 44.68, 10.70) DC 7TH HIGHEST VALUE IS 0.02149 AT ( 419374.82, 3737390.46, 45.00, 45.00, 10.70) DC 8TH HIGHEST VALUE IS 0.02144 AT ( 419334.82, 3737430.46, 45.17, 45.17, 10.70) DC 9TH HIGHEST VALUE IS 0.02133 AT ( 419354.82, 3737410.46, 45.20, 45.20, 10.70) DC 10TH HIGHEST VALUE IS 0.02123 AT ( 419394.82, 3737370.46, 45.02, 45.02, 10.70) DC Page 151 MainPlace_r.ADO ALL 1ST HIGHEST VALUE IS 0.02372 AT ( 419374.82, 3737350.46, 44.42, 44.42, 10.70) DC 2ND HIGHEST VALUE IS 0.02347 AT ( 419394.82, 3737330.46, 44.46, 44.46, 10.70) DC 3RD HIGHEST VALUE IS 0.02263 AT ( 419354.82, 3737390.46, 44.74, 44.74, 10.70) DC 4TH HIGHEST VALUE IS 0.02262 AT ( 419374.82, 3737370.46, 44.69, 44.69, 10.70) DC 5TH HIGHEST VALUE IS 0.02232 AT ( 419394.82, 3737350.46, 44.75, 44.75, 10.70) DC 6TH HIGHEST VALUE IS 0.02210 AT ( 419414.82, 3737330.46, 44.68, 44.68, 10.70) DC 7TH HIGHEST VALUE IS 0.02149 AT ( 419374.82, 3737390.46, 45.00, 45.00, 10.70) DC 8TH HIGHEST VALUE IS 0.02144 AT ( 419334.82, 3737430.46, 45.17, 45.17, 10.70) DC 9TH HIGHEST VALUE IS 0.02133 AT ( 419354.82, 3737410.46, 45.20, 45.20, 10.70) DC 10TH HIGHEST VALUE IS 0.02123 AT ( 419394.82, 3737370.46, 45.02, 45.02, 10.70) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 67 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 1-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 152 MainPlace_r.ADO SRCGPI HIGH 1ST HIGH VALUE IS 0.11816 ON 12061202: AT ( 419374.82, 3737350.46, 44.42, 44.42, 10.70) DC ALL HIGH 1ST HIGH VALUE IS 0.11816 ON 12061202: AT ( 419374.82, 3737350.46, 44.42, 44.42, 10.70) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 PAGE 68 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 24-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI HIGH 1ST HIGH VALUE IS 0.04816c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 10.70) DC ALL HIGH 1ST HIGH VALUE IS 0.04816c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 10.70) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/29/18 *** AERMET - VERSION 16216 *** *** *** 06:44:57 Page 153 MainPlace r.ADO PAGE 69 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** Message Summary : AERMOD Model Execution *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 1864 Informational Message(s) A Total of 43848 Hours Were Processed A Total of 1500 Calm Hours Identified A Total of 364 Missing Hours Identified ( 0.83 Percent) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET ************************************ *** AERMOD Finishes Successfully *** ************************************ Page 154 MainPlace_r.ADO ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.6.1 ** Lakes Environmental Software Inc. ** Date: 12/28/2018 ** File: C:\Lakes\AERMOD View\MainPlace r\MainPlace r.ADI **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010232 POLLUTID PM_10 FLAGPOLE 13.70 RUNORNOT RUN ERRORFIL MainPlace_r.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord.--------------------------------------------------------------------- ** ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINEI ** DESCRSRC I-5 SB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 419631.223, 3736783.185, 39.21, 3.70, 18.60 Page 1 MainPlace_r.ADO ** 419556.193, 3736928.110, 43.83, 3.70, 18.60 ** 419346.762, 3737245.905, 44.87, 3.70, 18.60 ** 419089.235, 3737628.422, 43.10, 3.70, 18.60 ** 418889.765, 3737922.507, 42.03, 3.70, 18.60 ** 418743.826, 3738075.215, 42.10, 3.70, 18.60 LOCATION L0006931 VOLUME 419622.028 3736800.945 39.73 LOCATION L0006932 VOLUME 419603.637 3736836.467 41.01 LOCATION L0006933 VOLUME 419585.247 3736871.989 42.06 LOCATION L0006934 VOLUME 419566.857 3736907.511 43.26 LOCATION L0006935 VOLUME 419546.946 3736942.141 44.28 LOCATION L0006936 VOLUME 419524.935 3736975.541 45.08 LOCATION L0006937 VOLUME 419502.925 3737008.940 45.63 LOCATION L0006938 VOLUME 419480.914 3737042.340 46.04 LOCATION L0006939 VOLUME 419458.903 3737075.740 46.28 LOCATION L0006940 VOLUME 419436.892 3737109.139 46.34 LOCATION L0006941 VOLUME 419414.882 3737142.539 45.55 LOCATION L0006942 VOLUME 419392.871 3737175.938 42.29 LOCATION L0006943 VOLUME 419370.860 3737209.338 45.05 LOCATION L0006944 VOLUME 419348.850 3737242.737 45.31 LOCATION L0006945 VOLUME 419326.542 3737275.939 45.03 LOCATION L0006946 VOLUME 419304.203 3737309.120 44.73 LOCATION L0006947 VOLUME 419281.864 3737342.301 44.44 LOCATION L0006948 VOLUME 419259.525 3737375.482 44.15 LOCATION L0006949 VOLUME 419237.187 3737408.663 43.84 LOCATION L0006950 VOLUME 419214.848 3737441.844 43.58 LOCATION L0006951 VOLUME 419192.509 3737475.025 43.45 LOCATION L0006952 VOLUME 419170.170 3737508.206 43.35 LOCATION L0006953 VOLUME 419147.831 3737541.387 43.27 LOCATION L0006954 VOLUME 419125.492 3737574.568 43.17 LOCATION L0006955 VOLUME 419103.154 3737607.749 43.06 LOCATION L0006956 VOLUME 419080.772 3737640.900 42.97 LOCATION L0006957 VOLUME 419058.318 3737674.004 42.90 LOCATION L0006958 VOLUME 419035.865 3737707.108 42.76 LOCATION L0006959 VOLUME 419013.412 3737740.211 42.65 LOCATION L0006960 VOLUME 418990.959 3737773.315 42.67 LOCATION L0006961 VOLUME 418968.505 3737806.419 42.81 LOCATION L0006962 VOLUME 418946.052 3737839.522 42.81 LOCATION L0006963 VOLUME 418923.599 3737872.626 42.76 LOCATION L0006964 VOLUME 418901.145 3737905.729 42.20 LOCATION L0006965 VOLUME 418876.136 3737936.769 42.10 LOCATION L0006966 VOLUME 418848.500 3737965.687 42.02 LOCATION L0006967 VOLUME 418820.864 3737994.605 41.90 LOCATION L0006968 VOLUME 418793.228 3738023.522 41.93 LOCATION L0006969 VOLUME 418765.592 3738052.440 41.99 ** End of LINE VOLUME Source ID = SLINEI ** ** Line Source Represented by Adjacent Volume Sources Page 2 MainPlace r.ADO ** LINE VOLUME Source ID = SLINE2 ** DESCRSRC SR-22 EB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 418533.449, 3738009.821, 45.15, 3.70, 9.30 ** 418708.288, 3738010.892, 45.54, 3.70, 9.30 ** 418914.480, 3737993.807, 49.94, 3.70, 9.30 ** 419017.576, 3737990.390, 48.84, 3.70, 9.30 ** 419299.994, 3737936.995, 44.35, 3.70, 9.30 ** 419360.932, 3737929.738, 42.97, 3.70, 9.30 ** 419710.834, 3737925.564, 40.99, 3.70, 9.30 ** 420052.825, 3737923.992, 49.51, 3.70, 9.30 ** LOCATION L0006970 VOLUME 418543.449 3738009.882 45.28 LOCATION L0006971 VOLUME 418563.449 3738010.005 45.81 LOCATION L0006972 VOLUME 418583.448 3738010.127 46.36 LOCATION L0006973 VOLUME 418603.448 3738010.250 46.99 LOCATION L0006974 VOLUME 418623.448 3738010.372 47.60 LOCATION L0006975 VOLUME 418643.447 3738010.495 48.01 LOCATION L0006976 VOLUME 418663.447 3738010.618 47.82 LOCATION L0006977 VOLUME 418683.446 3738010.740 47.20 LOCATION L0006978 VOLUME 418703.446 3738010.863 45.56 LOCATION L0006979 VOLUME 418723.394 3738009.641 43.86 LOCATION L0006980 VOLUME 418743.326 3738007.989 42.37 LOCATION L0006981 VOLUME 418763.258 3738006.338 41.61 LOCATION L0006982 VOLUME 418783.189 3738004.686 41.57 LOCATION L0006983 VOLUME 418803.121 3738003.034 41.77 LOCATION L0006984 VOLUME 418823.053 3738001.383 42.04 LOCATION L0006985 VOLUME 418842.984 3737999.731 42.39 LOCATION L0006986 VOLUME 418862.916 3737998.080 42.47 LOCATION L0006987 VOLUME 418882.848 3737996.428 42.95 LOCATION L0006988 VOLUME 418902.779 3737994.777 45.06 LOCATION L0006989 VOLUME 418922.735 3737993.534 49.44 LOCATION L0006990 VOLUME 418942.724 3737992.871 51.26 LOCATION L0006991 VOLUME 418962.713 3737992.209 51.81 LOCATION L0006992 VOLUME 418982.702 3737991.546 51.97 LOCATION L0006993 VOLUME 419002.691 3737990.884 51.53 LOCATION L0006994 VOLUME 419022.594 3737989.441 49.00 LOCATION L0006995 VOLUME 419042.246 3737985.726 48.25 LOCATION L0006996 VOLUME 419061.898 3737982.011 48.18 LOCATION L0006997 VOLUME 419081.549 3737978.295 48.28 LOCATION L0006998 VOLUME 419101.201 3737974.580 49.54 LOCATION L0006999 VOLUME 419120.853 3737970.864 49.89 Page 3 MainPlace_r.ADO LOCATION L0007000 VOLUME 419140.505 3737967.149 49.09 LOCATION L0007001 VOLUME 419160.157 3737963.433 47.82 LOCATION L0007002 VOLUME 419179.809 3737959.718 47.14 LOCATION L0007003 VOLUME 419199.461 3737956.002 46.83 LOCATION L0007004 VOLUME 419219.112 3737952.287 46.96 LOCATION L0007005 VOLUME 419238.764 3737948.572 47.34 LOCATION L0007006 VOLUME 419258.416 3737944.856 47.25 LOCATION L0007007 VOLUME 419278.068 3737941.141 45.59 LOCATION L0007008 VOLUME 419297.720 3737937.425 44.59 LOCATION L0007009 VOLUME 419317.555 3737934.904 43.96 LOCATION L0007010 VOLUME 419337.415 3737932.539 43.53 LOCATION L0007011 VOLUME 419357.275 3737930.173 43.11 LOCATION L0007012 VOLUME 419377.248 3737929.543 42.62 LOCATION L0007013 VOLUME 419397.246 3737929.305 42.10 LOCATION L0007014 VOLUME 419417.245 3737929.066 41.60 LOCATION L0007015 VOLUME 419437.243 3737928.828 41.14 LOCATION L0007016 VOLUME 419457.242 3737928.589 40.81 LOCATION L0007017 VOLUME 419477.241 3737928.350 40.60 LOCATION L0007018 VOLUME 419497.239 3737928.112 40.48 LOCATION L0007019 VOLUME 419517.238 3737927.873 40.42 LOCATION L0007020 VOLUME 419537.236 3737927.635 40.40 LOCATION L0007021 VOLUME 419557.235 3737927.396 40.33 LOCATION L0007022 VOLUME 419577.234 3737927.158 40.29 LOCATION L0007023 VOLUME 419597.232 3737926.919 40.27 LOCATION L0007024 VOLUME 419617.231 3737926.681 40.23 LOCATION L0007025 VOLUME 419637.229 3737926.442 40.18 LOCATION L0007026 VOLUME 419657.228 3737926.203 40.15 LOCATION L0007027 VOLUME 419677.226 3737925.965 41.61 LOCATION L0007028 VOLUME 419697.225 3737925.726 43.12 LOCATION L0007029 VOLUME 419717.224 3737925.535 40.46 LOCATION L0007030 VOLUME 419737.224 3737925.443 40.59 LOCATION L0007031 VOLUME 419757.224 3737925.351 40.98 LOCATION L0007032 VOLUME 419777.223 3737925.259 41.47 LOCATION L0007033 VOLUME 419797.223 3737925.167 42.03 LOCATION L0007034 VOLUME 419817.223 3737925.075 42.63 LOCATION L0007035 VOLUME 419837.223 3737924.983 43.24 LOCATION L0007036 VOLUME 419857.222 3737924.891 43.83 LOCATION L0007037 VOLUME 419877.222 3737924.799 44.42 LOCATION L0007038 VOLUME 419897.222 3737924.707 45.01 LOCATION L0007039 VOLUME 419917.222 3737924.615 45.60 LOCATION L0007040 VOLUME 419937.222 3737924.523 46.19 LOCATION L0007041 VOLUME 419957.221 3737924.431 46.78 LOCATION L0007042 VOLUME 419977.221 3737924.339 47.37 LOCATION L0007043 VOLUME 419997.221 3737924.248 48.00 LOCATION L0007044 VOLUME 420017.221 3737924.156 48.56 LOCATION L0007045 VOLUME 420037.221 3737924.064 49.11 ** End of LINE VOLUME Source ID = SLINE2 ** --------------------------------------------------------------------- Page 4 MainPlace_r.ADO ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3 ** DESCRSRC MainSt ** PREFIX ** Length of Side = 28.00 ** Configuration = Adjacent ** Emission Rate = 0.000015419 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 2 ** 419690.735, 3738149.975, 47.38, 3.70, 13.02 ** 419690.735, 3736869.042, 41.00, 3.70, 13.02 --------------------------------------------------------------------- ** LOCATION L0000480 VOLUME 419690.735 3738135.975 47.33 LOCATION L0000481 VOLUME 419690.735 3738107.975 47.37 LOCATION L0000482 VOLUME 419690.735 3738079.975 47.38 LOCATION L0000483 VOLUME 419690.735 3738051.975 47.45 LOCATION L0000484 VOLUME 419690.735 3738023.975 47.41 LOCATION L0000485 VOLUME 419690.735 3737995.975 47.35 LOCATION L0000486 VOLUME 419690.735 3737967.975 47.32 LOCATION L0000487 VOLUME 419690.735 3737939.975 44.90 LOCATION L0000488 VOLUME 419690.735 3737911.975 42.25 LOCATION L0000489 VOLUME 419690.735 3737883.975 44.57 LOCATION L0000490 VOLUME 419690.735 3737855.975 47.18 LOCATION L0000491 VOLUME 419690.735 3737827.975 47.09 LOCATION L0000492 VOLUME 419690.735 3737799.975 47.05 LOCATION L0000493 VOLUME 419690.735 3737771.975 46.99 LOCATION L0000494 VOLUME 419690.735 3737743.975 47.00 LOCATION L0000495 VOLUME 419690.735 3737715.975 46.95 LOCATION L0000496 VOLUME 419690.735 3737687.975 47.11 LOCATION L0000497 VOLUME 419690.735 3737659.975 47.16 LOCATION L0000498 VOLUME 419690.735 3737631.975 47.13 LOCATION L0000499 VOLUME 419690.735 3737603.975 47.15 LOCATION L0000500 VOLUME 419690.735 3737575.975 47.22 LOCATION L0000501 VOLUME 419690.735 3737547.975 47.27 LOCATION L0000502 VOLUME 419690.735 3737519.975 47.27 LOCATION L0000503 VOLUME 419690.735 3737491.975 47.27 LOCATION L0000504 VOLUME 419690.735 3737463.975 47.32 LOCATION L0000505 VOLUME 419690.735 3737435.975 47.28 LOCATION L0000506 VOLUME 419690.735 3737407.975 47.19 LOCATION L0000507 VOLUME 419690.735 3737379.975 47.04 LOCATION L0000508 VOLUME 419690.735 3737351.975 46.95 LOCATION L0000509 VOLUME 419690.735 3737323.975 46.80 LOCATION L0000510 VOLUME 419690.735 3737295.975 46.74 LOCATION L0000511 VOLUME 419690.735 3737267.975 46.71 LOCATION L0000512 VOLUME 419690.735 3737239.975 46.66 LOCATION L0000513 VOLUME 419690.735 3737211.975 46.58 LOCATION L0000514 VOLUME 419690.735 3737183.975 46.67 Page 5 LOCATION L0000515 VOLUME LOCATION L0000516 VOLUME LOCATION L0000517 VOLUME LOCATION L0000518 VOLUME LOCATION L0000519 VOLUME LOCATION L0000520 VOLUME LOCATION L0000521 VOLUME LOCATION L0000522 VOLUME LOCATION L0000523 VOLUME LOCATION L0000524 VOLUME LOCATION L0000525 VOLUME ** End of LINE VOLUME Source ID = MainPlace_r.ADO 419690.735 3737155.975 46.60 419690.735 3737127.975 44.46 419690.735 3737099.975 41.68 419690.735 3737071.975 46.91 419690.735 3737043.975 47.05 419690.735 3737015.975 46.59 419690.735 3736987.975 46.64 419690.735 3736959.975 46.94 419690.735 3736931.975 47.17 419690.735 3736903.975 46.45 419690.735 3736875.975 43.41 SLINE3 ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE4 ** DESCRSRC I-5 NB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 419663.396, 3736788.316, 37.99, 0.00, 18.60 ** 419610.600, 3736895.894, 41.87, 0.00, 18.60 ** 419408.071, 3737205.867, 42.46, 0.00, 18.60 ** 419323.036, 3737324.546, 45.08, 0.00, 18.60 ** 419174.164, 3737552.554, 43.45, 0.00, 18.60 ** 419083.342, 3737689.344, 43.17, 0.00, 18.60 ** 418995.300, 3737822.728, 42.89, 0.00, 18.60 ** 418791.710, 3738071.030, 42.30, 0.00, 18.60 --------------------------------------------------------------------- ** LOCATION L0007046 VOLUME LOCATION L0007047 VOLUME LOCATION L0007048 VOLUME LOCATION L0007049 VOLUME LOCATION L0007050 VOLUME LOCATION L0007051 VOLUME LOCATION L0007052 VOLUME LOCATION L0007053 VOLUME LOCATION L0007054 VOLUME LOCATION L0007055 VOLUME LOCATION L0007056 VOLUME LOCATION L0007057 VOLUME LOCATION L0007058 VOLUME LOCATION L0007059 VOLUME LOCATION L0007060 VOLUME LOCATION L0007061 VOLUME 419654.584 3736806.271 38.27 419636.961 3736842.179 39.48 419619.339 3736878.088 40.95 419599.570 3736912.775 42.19 419577.691 3736946.261 43.81 419555.812 3736979.747 47.55 419533.933 3737013.233 45.96 419512.054 3737046.719 45.83 419490.175 3737080.205 46.25 419468.296 3737113.691 46.44 419446.417 3737147.177 46.25 419424.538 3737180.663 42.84 419402.309 3737213.909 44.11 419379.011 3737246.424 45.72 419355.714 3737278.939 45.41 419332.416 3737311.454 45.10 Page 6 LOCATION L0007062 VOLUME LOCATION L0007063 VOLUME LOCATION L0007064 VOLUME LOCATION L0007065 VOLUME LOCATION L0007066 VOLUME LOCATION L0007067 VOLUME LOCATION L0007068 VOLUME LOCATION L0007069 VOLUME LOCATION L0007070 VOLUME LOCATION L0007071 VOLUME LOCATION L0007072 VOLUME LOCATION L0007073 VOLUME LOCATION L0007074 VOLUME LOCATION L0007075 VOLUME LOCATION L0007076 VOLUME LOCATION L0007077 VOLUME LOCATION L0007078 VOLUME LOCATION L0007079 VOLUME LOCATION L0007080 VOLUME LOCATION L0007081 VOLUME LOCATION L0007082 VOLUME LOCATION L0007083 VOLUME LOCATION L0007084 VOLUME ** End of LINE VOLUME Source ID MainPlace_r.ADO 419309.972 3737344.553 44.82 419288.104 3737378.046 44.47 419266.236 3737411.539 44.13 419244.367 3737445.032 43.90 419222.499 3737478.525 43.71 419200.631 3737512.018 43.65 419178.762 3737545.511 43.52 419156.691 3737578.870 43.39 419134.566 3737612.194 43.28 419112.440 3737645.518 43.22 419090.315 3737678.841 43.16 419068.251 3737712.206 43.10 419046.216 3737745.589 43.03 419024.181 3737778.973 43.12 419002.146 3737812.356 42.94 418977.818 3737844.050 42.80 418952.456 3737874.981 42.65 418927.094 3737905.913 42.51 418901.732 3737936.845 42.39 418876.370 3737967.777 42.50 418851.008 3737998.709 42.43 418825.647 3738029.640 42.30 418800.285 3738060.572 42.29 = SLINE4 ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5 ** DESCRSRC SR-22 WB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 418534.137, 3737984.902, 44.74, 3.70, 9.30 ** 418698.335, 3737984.232, 48.24, 3.70, 9.30 ** 418949.006, 3737981.395, 50.99, 3.70, 9.30 ** 419354.384, 3737899.159, 43.95, 3.70, 9.30 ** 419738.505, 3737903.268, 40.87, 3.70, 9.30 ** 420050.365, 3737898.645, 49.92, 3.70, 9.30 ** LOCATION L0007085 VOLUME 418544.137 3737984.861 45.30 LOCATION L0007086 VOLUME 418564.137 3737984.779 45.81 LOCATION L0007087 VOLUME 418584.136 3737984.698 46.36 LOCATION L0007088 VOLUME 418604.136 3737984.616 46.98 LOCATION L0007089 VOLUME 418624.136 3737984.535 47.58 LOCATION L0007090 VOLUME 418644.136 3737984.453 48.15 Page 7 MainPlace_r.ADO LOCATION L0007091 VOLUME 418664.136 3737984.371 48.69 LOCATION L0007092 VOLUME 418684.136 3737984.290 49.21 LOCATION L0007093 VOLUME 418704.135 3737984.166 48.58 LOCATION L0007094 VOLUME 418724.134 3737983.940 46.11 LOCATION L0007095 VOLUME 418744.133 3737983.713 42.26 LOCATION L0007096 VOLUME 418764.131 3737983.487 41.36 LOCATION L0007097 VOLUME 418784.130 3737983.261 41.30 LOCATION L0007098 VOLUME 418804.129 3737983.034 41.49 LOCATION L0007099 VOLUME 418824.127 3737982.808 41.78 LOCATION L0007100 VOLUME 418844.126 3737982.582 42.20 LOCATION L0007101 VOLUME 418864.125 3737982.355 42.36 LOCATION L0007102 VOLUME 418884.124 3737982.129 42.85 LOCATION L0007103 VOLUME 418904.122 3737981.903 44.63 LOCATION L0007104 VOLUME 418924.121 3737981.676 47.88 LOCATION L0007105 VOLUME 418944.120 3737981.450 50.54 LOCATION L0007106 VOLUME 418963.818 3737978.390 50.98 LOCATION L0007107 VOLUME 418983.418 3737974.414 51.02 LOCATION L0007108 VOLUME 419003.019 3737970.438 50.98 LOCATION L0007109 VOLUME 419022.620 3737966.461 50.98 LOCATION L0007110 VOLUME 419042.221 3737962.485 50.92 LOCATION L0007111 VOLUME 419061.821 3737958.509 50.05 LOCATION L0007112 VOLUME 419081.422 3737954.532 49.25 LOCATION L0007113 VOLUME 419101.023 3737950.556 48.27 LOCATION L0007114 VOLUME 419120.624 3737946.580 48.25 LOCATION L0007115 VOLUME 419140.224 3737942.604 48.62 LOCATION L0007116 VOLUME 419159.825 3737938.627 49.13 LOCATION L0007117 VOLUME 419179.426 3737934.651 48.82 LOCATION L0007118 VOLUME 419199.027 3737930.675 48.25 LOCATION L0007119 VOLUME 419218.627 3737926.699 47.64 LOCATION L0007120 VOLUME 419238.228 3737922.722 47.05 LOCATION L0007121 VOLUME 419257.829 3737918.746 46.53 LOCATION L0007122 VOLUME 419277.430 3737914.770 46.08 LOCATION L0007123 VOLUME 419297.030 3737910.793 45.64 LOCATION L0007124 VOLUME 419316.631 3737906.817 45.17 LOCATION L0007125 VOLUME 419336.232 3737902.841 44.64 LOCATION L0007126 VOLUME 419355.862 3737899.174 44.15 LOCATION L0007127 VOLUME 419375.861 3737899.388 43.58 LOCATION L0007128 VOLUME 419395.860 3737899.602 42.99 LOCATION L0007129 VOLUME 419415.859 3737899.816 42.41 LOCATION L0007130 VOLUME 419435.858 3737900.030 41.89 LOCATION L0007131 VOLUME 419455.856 3737900.244 41.50 LOCATION L0007132 VOLUME 419475.855 3737900.458 41.24 LOCATION L0007133 VOLUME 419495.854 3737900.672 41.09 LOCATION L0007134 VOLUME 419515.853 3737900.886 40.99 LOCATION L0007135 VOLUME 419535.852 3737901.100 40.86 LOCATION L0007136 VOLUME 419555.851 3737901.314 40.71 LOCATION L0007137 VOLUME 419575.850 3737901.528 40.58 LOCATION L0007138 VOLUME 419595.848 3737901.742 40.46 Page 8 LOCATION L0007139 VOLUME LOCATION L0007140 VOLUME LOCATION L0007141 VOLUME LOCATION L0007142 VOLUME LOCATION L0007143 VOLUME LOCATION L0007144 VOLUME LOCATION L0007145 VOLUME LOCATION L0007146 VOLUME LOCATION L0007147 VOLUME LOCATION L0007148 VOLUME LOCATION L0007149 VOLUME LOCATION L0007150 VOLUME LOCATION L0007151 VOLUME LOCATION L0007152 VOLUME LOCATION L0007153 VOLUME LOCATION L0007154 VOLUME LOCATION L0007155 VOLUME LOCATION L0007156 VOLUME LOCATION L0007157 VOLUME LOCATION L0007158 VOLUME LOCATION L0007159 VOLUME LOCATION L0007160 VOLUME ** End of LINE VOLUME Source ID = ** Source Parameters ** MainPlace_r.ADO 419615.847 3737901.956 40.39 419635.846 3737902.169 40.33 419655.845 3737902.383 40.28 419675.844 3737902.597 40.68 419695.843 3737902.811 41.36 419715.842 3737903.025 40.59 419735.840 3737903.239 40.75 419755.838 3737903.011 41.13 419775.836 3737902.714 41.61 419795.834 3737902.418 42.19 419815.832 3737902.122 42.79 419835.830 3737901.825 43.40 419855.827 3737901.529 44.00 419875.825 3737901.232 44.59 419895.823 3737900.936 45.19 419915.821 3737900.640 45.80 419935.819 3737900.343 46.39 419955.816 3737900.047 47.00 419975.814 3737899.750 47.61 419995.812 3737899.454 48.20 420015.810 3737899.158 48.81 420035.808 3737898.861 49.42 SLINE5 LIRE TOL11111E Source ID = SLIRE1 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 Page 9 MainPlace_r.ADO SRCPARAM L0006954 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006955 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006956 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006957 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006958 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006959 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006960 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006961 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006962 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006963 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006964 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006965 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006966 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006967 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006968 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006969 0.0000248718 3.70 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE2 SRCPARAM L0006970 0.000004079 3.70 9.30 2.84 SRCPARAM L0006971 0.000004079 3.70 9.30 2.84 SRCPARAM L0006972 0.000004079 3.70 9.30 2.84 SRCPARAM L0006973 0.000004079 3.70 9.30 2.84 SRCPARAM L0006974 0.000004079 3.70 9.30 2.84 SRCPARAM L0006975 0.000004079 3.70 9.30 2.84 SRCPARAM L0006976 0.000004079 3.70 9.30 2.84 SRCPARAM L0006977 0.000004079 3.70 9.30 2.84 SRCPARAM L0006978 0.000004079 3.70 9.30 2.84 SRCPARAM L0006979 0.000004079 3.70 9.30 2.84 SRCPARAM L0006980 0.000004079 3.70 9.30 2.84 SRCPARAM L0006981 0.000004079 3.70 9.30 2.84 SRCPARAM L0006982 0.000004079 3.70 9.30 2.84 SRCPARAM L0006983 0.000004079 3.70 9.30 2.84 SRCPARAM L0006984 0.000004079 3.70 9.30 2.84 SRCPARAM L0006985 0.000004079 3.70 9.30 2.84 SRCPARAM L0006986 0.000004079 3.70 9.30 2.84 SRCPARAM L0006987 0.000004079 3.70 9.30 2.84 SRCPARAM L0006988 0.000004079 3.70 9.30 2.84 SRCPARAM L0006989 0.000004079 3.70 9.30 2.84 SRCPARAM L0006990 0.000004079 3.70 9.30 2.84 SRCPARAM L0006991 0.000004079 3.70 9.30 2.84 SRCPARAM L0006992 0.000004079 3.70 9.30 2.84 SRCPARAM L0006993 0.000004079 3.70 9.30 2.84 SRCPARAM L0006994 0.000004079 3.70 9.30 2.84 SRCPARAM L0006995 0.000004079 3.70 9.30 2.84 SRCPARAM L0006996 0.000004079 3.70 9.30 2.84 SRCPARAM L0006997 0.000004079 3.70 9.30 2.84 SRCPARAM L0006998 0.000004079 3.70 9.30 2.84 SRCPARAM L0006999 0.000004079 3.70 9.30 2.84 Page 10 MainPlace DO ** ** LINE VOLUME Source ID = SLINE3 Page 11 MainPlace_r.ADO SRCPARAM L0000480 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000481 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000482 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000483 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000484 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000485 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000486 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000487 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000488 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000489 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000490 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000491 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000492 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000493 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000494 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000495 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000496 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000497 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000498 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000499 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000500 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000501 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000502 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000503 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000504 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000505 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000506 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000507 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000508 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000509 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000510 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000511 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000512 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000513 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000514 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000515 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000516 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000517 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000518 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000519 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000520 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000521 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000522 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000523 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000524 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000525 0.0000003352 3.70 13.02 2.84 ** ** LINE VOLUME Source ID = SLINE4 Page 12 MainPlace_r.ADO SRCPARAM L0007046 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007047 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007048 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007049 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007050 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007051 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007052 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007053 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007054 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007055 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007056 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007057 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007058 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007059 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007060 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007061 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007062 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007063 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007064 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007065 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007066 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007067 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007068 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007069 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007070 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007071 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007072 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007073 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007074 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007075 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007076 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007077 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007078 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007079 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007080 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007081 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007082 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007083 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007084 0.0000248718 0.00 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE5 SRCPARAM L0007085 0.000004079 3.70 9.30 2.84 SRCPARAM L0007086 0.000004079 3.70 9.30 2.84 SRCPARAM L0007087 0.000004079 3.70 9.30 2.84 SRCPARAM L0007088 0.000004079 3.70 9.30 2.84 SRCPARAM L0007089 0.000004079 3.70 9.30 2.84 SRCPARAM L0007090 0.000004079 3.70 9.30 2.84 SRCPARAM L0007091 0.000004079 3.70 9.30 2.84 Page 13 MainPlace_r.ADO SRCGROUP SRCGPI L0000515 L0000516 L0000517 L0000518 L0000519 L0000520 SRCGROUP SRCGPI L0000521 L0000522 L0000523 L0000524 L0000525 L0007046 SRCGROUP SRCGPI L0007047 L0007048 L0007049 L0007050 L0007051 L0007052 SRCGROUP SRCGPI L0007053 L0007054 L0007055 L0007056 L0007057 L0007058 SRCGROUP SRCGPI L0007059 L0007060 L0007061 L0007062 L0007063 L0007064 SRCGROUP SRCGPI L0007065 L0007066 L0007067 L0007068 L0007069 L0007070 SRCGROUP SRCGPI L0007071 L0007072 L0007073 L0007074 L0007075 L0007076 SRCGROUP SRCGPI L0007077 L0007078 L0007079 L0007080 L0007081 L0007082 SRCGROUP SRCGPI L0007083 L0007084 L0007085 L0007086 L0007087 L0007088 SRCGROUP SRCGPI L0007089 L0007090 L0007091 L0007092 L0007093 L0007094 SRCGROUP SRCGPI L0007095 L0007096 L0007097 L0007098 L0007099 L0007100 SRCGROUP SRCGPI L0007101 L0007102 L0007103 L0007104 L0007105 L0007106 SRCGROUP SRCGPI L0007107 L0007108 L0007109 L0007110 L0007111 L0007112 SRCGROUP SRCGPI L0007113 L0007114 L0007115 L0007116 L0007117 L0007118 SRCGROUP SRCGPI L0007119 L0007120 L0007121 L0007122 L0007123 L0007124 SRCGROUP SRCGPI L0007125 L0007126 L0007127 L0007128 L0007129 L0007130 SRCGROUP SRCGPI L0007131 L0007132 L0007133 L0007134 L0007135 L0007136 SRCGROUP SRCGPI L0007137 L0007138 L0007139 L0007140 L0007141 L0007142 SRCGROUP SRCGPI L0007143 L0007144 L0007145 L0007146 L0007147 L0007148 SRCGROUP SRCGPI L0007149 L0007150 L0007151 L0007152 L0007153 L0007154 SRCGROUP SRCGPI L0007155 L0007156 L0007157 L0007158 L0007159 L0007160 SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED MainPlace_r.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE KSNA_V9_ADIU\KSNA_v9.SFC PROFFILE KSNA_V9_ADIU\KSNA_v9.PFL SURFDATA 93184 2012 UAIRDATA 3190 2012 PROFBASE 17.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway Page 16 MainPlace_r.ADO **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto -Generated Plotfiles PLOTFILE 1 ALL 1ST MAINPLACE_R.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST MAINPLACE_R.AD\24H1GALL.PLT 32 PLOTFILE 1 SRCGPI 1ST MAINPLACE_R.AD\01H1GO01.PLT 33 PLOTFILE 24 SRCGPI 1ST MAINPLACE_R.AD\24H1G001.PLT 34 PLOTFILE ANNUAL ALL MAINPLACE_R.AD\AN00GALL.PLT 35 PLOTFILE ANNUAL SRCGPI MAINPLACE_R.AD\AN00G000.PLT 36 SUMMFILE MainPlace_r.sum OU FINISHED *** Message Summary For AERMOD Model Setup *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 0 Informational Message(s) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET *********************************** *** SETUP Finishes Successfully *** *********************************** T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 1 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 17 MainPlace r.ADO *** MODEL SETUP OPTIONS SUMMARY *** **Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIC -- **NO GAS DEPOSITION Data Provided. **NO PARTICLE DEPOSITION Data Provided. **Model Uses NO DRY DEPLETION. DRYDPLT = F **Model Uses NO WET DEPLETION. WETDPLT = F **Model Uses URBAN Dispersion Algorithm for the SBL for 276 Source(s), for Total of 1 Urban Area(s): Urban Population = 3010232.0 ; Urban Roughness Length = 1.000 m **Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay. 6. Urban Roughness Length of 1.0 Meter Assumed. **Other Options Specified: ADJ_U* - Use ADJ_U* option for SBL in AERMET CCVR_Sub - Meteorological data includes CCVR substitutions TEMP —Sub - Meteorological data includes TEMP substitutions **Model Accepts FLAGPOLE Receptor Heights. **The User Specified a Pollutant Type of: PM_10 **Model Calculates 2 Short Term Average(s) of: 1-HR 24-HR and Calculates ANNUAL Averages **This Run Includes: 276 Source(s); 2 Source Group(s); and 536 Receptor(s) with: 0 POINT(s), including 0 POINTCAP(s) and 0 POINTHOR(s) and: 276 VOLUME source(s) and: 0 AREA type source(s) and: 0 LINE source(s) and: 0 OPENPIT source(s) and: 0 BUOYANT LINE source(s) with 0 line(s) Page 18 MainPlace r.ADO **Model Set To Continue RUNning After the Setup Testing. **The AERMET Input Meteorological Data Version Date: 16216 **Output Options Selected: Model Outputs Tables of ANNUAL Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword) **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours **Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 17.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07 Output Units = MICROGRAMS/M**3 **Approximate Storage Requirements of Model = 3.7 MB of RAM. **Input Runstream File: aermod.inp **Output Print File: aermod.out **Detailed Error/Message File: MainPlace_r.err **File for Summary of Results: MainPlace_r.sum T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 2 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** Page 19 MainPlace r.ADO NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006931 - - - - 0 - - - - 0.24872E-04 - - - - - 419622.0 3736800.9 39.7 3.70 18.60 2.84 YES L0006932 0 0.24872E-04 419603.6 3736836.5 41.0 3.70 18.60 2.84 YES L0006933 0 0.24872E-04 419585.2 3736872.0 42.1 3.70 18.60 2.84 YES L0006934 0 0.24872E-04 419566.9 3736907.5 43.3 3.70 18.60 2.84 YES L0006935 0 0.24872E-04 419546.9 3736942.1 44.3 3.70 18.60 2.84 YES L0006936 0 0.24872E-04 419524.9 3736975.5 45.1 3.70 18.60 2.84 YES L0006937 0 0.24872E-04 419502.9 3737008.9 45.6 3.70 18.60 2.84 YES L0006938 0 0.24872E-04 419480.9 3737042.3 46.0 3.70 18.60 2.84 YES L0006939 0 0.24872E-04 419458.9 3737075.7 46.3 3.70 18.60 2.84 YES L0006940 0 0.24872E-04 419436.9 3737109.1 46.3 3.70 18.60 2.84 YES L0006941 0 0.24872E-04 419414.9 3737142.5 45.5 3.70 18.60 2.84 YES L0006942 0 0.24872E-04 419392.9 3737175.9 42.3 3.70 18.60 2.84 YES L0006943 0 0.24872E-04 419370.9 3737209.3 45.0 3.70 18.60 2.84 YES L0006944 0 0.24872E-04 419348.8 3737242.7 45.3 3.70 18.60 2.84 YES L0006945 0 0.24872E-04 419326.5 3737275.9 45.0 3.70 18.60 2.84 YES L0006946 0 0.24872E-04 419304.2 3737309.1 44.7 3.70 18.60 2.84 YES L0006947 0 0.24872E-04 419281.9 3737342.3 44.4 3.70 18.60 2.84 YES L0006948 0 0.24872E-04 419259.5 3737375.5 44.1 3.70 18.60 2.84 YES L0006949 0 0.24872E-04 419237.2 3737408.7 43.8 3.70 18.60 2.84 YES Page 20 MainPlace r.ADO L0006950 0 0.24872E-04 419214.8 3737441.8 43.6 3.70 18.60 2.84 YES L0006951 0 0.24872E-04 419192.5 3737475.0 43.4 3.70 18.60 2.84 YES L0006952 0 0.24872E-04 419170.2 3737508.2 43.3 3.70 18.60 2.84 YES L0006953 0 0.24872E-04 419147.8 3737541.4 43.3 3.70 18.60 2.84 YES L0006954 0 0.24872E-04 419125.5 3737574.6 43.2 3.70 18.60 2.84 YES L0006955 0 0.24872E-04 419103.2 3737607.7 43.1 3.70 18.60 2.84 YES L0006956 0 0.24872E-04 419080.8 3737640.9 43.0 3.70 18.60 2.84 YES L0006957 0 0.24872E-04 419058.3 3737674.0 42.9 3.70 18.60 2.84 YES L0006958 0 0.24872E-04 419035.9 3737707.1 42.8 3.70 18.60 2.84 YES L0006959 0 0.24872E-04 419013.4 3737740.2 42.6 3.70 18.60 2.84 YES L0006960 0 0.24872E-04 418991.0 3737773.3 42.7 3.70 18.60 2.84 YES L0006961 0 0.24872E-04 418968.5 3737806.4 42.8 3.70 18.60 2.84 YES L0006962 0 0.24872E-04 418946.1 3737839.5 42.8 3.70 18.60 2.84 YES L0006963 0 0.24872E-04 418923.6 3737872.6 42.8 3.70 18.60 2.84 YES L0006964 0 0.24872E-04 418901.1 3737905.7 42.2 3.70 18.60 2.84 YES L0006965 0 0.24872E-04 418876.1 3737936.8 42.1 3.70 18.60 2.84 YES L0006966 0 0.24872E-04 418848.5 3737965.7 42.0 3.70 18.60 2.84 YES L0006967 0 0.24872E-04 418820.9 3737994.6 41.9 3.70 18.60 2.84 YES L0006968 0 0.24872E-04 418793.2 3738023.5 41.9 3.70 18.60 2.84 YES L0006969 0 0.24872E-04 418765.6 3738052.4 42.0 3.70 18.60 2.84 YES L0006970 0 0.40790E-05 418543.4 3738009.9 45.3 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 3 Page 21 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006971 - - - - 0 - - - - 0.40790E-05 - - - - - 418563.4 3738010.0 45.8 3.70 9.30 2.84 YES L0006972 0 0.40790E-05 418583.4 3738010.1 46.4 3.70 9.30 2.84 YES L0006973 0 0.40790E-05 418603.4 3738010.2 47.0 3.70 9.30 2.84 YES L0006974 0 0.40790E-05 418623.4 3738010.4 47.6 3.70 9.30 2.84 YES L0006975 0 0.40790E-05 418643.4 3738010.5 48.0 3.70 9.30 2.84 YES L0006976 0 0.40790E-05 418663.4 3738010.6 47.8 3.70 9.30 2.84 YES L0006977 0 0.40790E-05 418683.4 3738010.7 47.2 3.70 9.30 2.84 YES L0006978 0 0.40790E-05 418703.4 3738010.9 45.6 3.70 9.30 2.84 YES L0006979 0 0.40790E-05 418723.4 3738009.6 43.9 3.70 9.30 2.84 YES L0006980 0 0.40790E-05 418743.3 3738008.0 42.4 3.70 9.30 2.84 YES L0006981 0 0.40790E-05 418763.3 3738006.3 41.6 3.70 9.30 2.84 YES L0006982 0 0.40790E-05 418783.2 3738004.7 41.6 3.70 9.30 2.84 YES L0006983 0 0.40790E-05 418803.1 3738003.0 41.8 3.70 9.30 2.84 YES L0006984 0 0.40790E-05 418823.1 3738001.4 42.0 3.70 9.30 2.84 YES L0006985 0 0.40790E-05 418843.0 3737999.7 42.4 3.70 9.30 2.84 YES L0006986 0 0.40790E-05 418862.9 3737998.1 42.5 3.70 9.30 2.84 YES L0006987 0 0.40790E-05 418882.8 3737996.4 42.9 3.70 9.30 2.84 YES Page 22 MainPlace r.ADO L0006988 0 0.40790E-05 418902.8 3737994.8 45.1 3.70 9.30 2.84 YES L0006989 0 0.40790E-05 418922.7 3737993.5 49.4 3.70 9.30 2.84 YES L0006990 0 0.40790E-05 418942.7 3737992.9 51.3 3.70 9.30 2.84 YES L0006991 0 0.40790E-05 418962.7 3737992.2 51.8 3.70 9.30 2.84 YES L0006992 0 0.40790E-05 418982.7 3737991.5 52.0 3.70 9.30 2.84 YES L0006993 0 0.40790E-05 419002.7 3737990.9 51.5 3.70 9.30 2.84 YES L0006994 0 0.40790E-05 419022.6 3737989.4 49.0 3.70 9.30 2.84 YES L0006995 0 0.40790E-05 419042.2 3737985.7 48.2 3.70 9.30 2.84 YES L0006996 0 0.40790E-05 419061.9 3737982.0 48.2 3.70 9.30 2.84 YES L0006997 0 0.40790E-05 419081.5 3737978.3 48.3 3.70 9.30 2.84 YES L0006998 0 0.40790E-05 419101.2 3737974.6 49.5 3.70 9.30 2.84 YES L0006999 0 0.40790E-05 419120.9 3737970.9 49.9 3.70 9.30 2.84 YES L0007000 0 0.40790E-05 419140.5 3737967.1 49.1 3.70 9.30 2.84 YES L0007001 0 0.40790E-05 419160.2 3737963.4 47.8 3.70 9.30 2.84 YES L0007002 0 0.40790E-05 419179.8 3737959.7 47.1 3.70 9.30 2.84 YES L0007003 0 0.40790E-05 419199.5 3737956.0 46.8 3.70 9.30 2.84 YES L0007004 0 0.40790E-05 419219.1 3737952.3 47.0 3.70 9.30 2.84 YES L0007005 0 0.40790E-05 419238.8 3737948.6 47.3 3.70 9.30 2.84 YES L0007006 0 0.40790E-05 419258.4 3737944.9 47.2 3.70 9.30 2.84 YES L0007007 0 0.40790E-05 419278.1 3737941.1 45.6 3.70 9.30 2.84 YES L0007008 0 0.40790E-05 419297.7 3737937.4 44.6 3.70 9.30 2.84 YES L0007009 0 0.40790E-05 419317.6 3737934.9 44.0 3.70 9.30 2.84 YES L0007010 0 0.40790E-05 419337.4 3737932.5 43.5 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/28/18 Page 23 MainPlace_r.ADO *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 4 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007011 - - - - 0 - - - - 0.40790E-05 - - - - - 419357.3 3737930.2 43.1 3.70 9.30 2.84 YES L0007012 0 0.40790E-05 419377.2 3737929.5 42.6 3.70 9.30 2.84 YES L0007013 0 0.40790E-05 419397.2 3737929.3 42.1 3.70 9.30 2.84 YES L0007014 0 0.40790E-05 419417.2 3737929.1 41.6 3.70 9.30 2.84 YES L0007015 0 0.40790E-05 419437.2 3737928.8 41.1 3.70 9.30 2.84 YES L0007016 0 0.40790E-05 419457.2 3737928.6 40.8 3.70 9.30 2.84 YES L0007017 0 0.40790E-05 419477.2 3737928.3 40.6 3.70 9.30 2.84 YES L0007018 0 0.40790E-05 419497.2 3737928.1 40.5 3.70 9.30 2.84 YES L0007019 0 0.40790E-05 419517.2 3737927.9 40.4 3.70 9.30 2.84 YES L0007020 0 0.40790E-05 419537.2 3737927.6 40.4 3.70 9.30 2.84 YES L0007021 0 0.40790E-05 419557.2 3737927.4 40.3 3.70 9.30 2.84 YES L0007022 0 0.40790E-05 419577.2 3737927.2 40.3 3.70 9.30 2.84 YES L0007023 0 0.40790E-05 419597.2 3737926.9 40.3 3.70 9.30 2.84 YES L0007024 0 0.40790E-05 419617.2 3737926.7 40.2 3.70 9.30 2.84 YES L0007025 0 0.40790E-05 419637.2 3737926.4 40.2 3.70 9.30 2.84 YES Page 24 MainPlace r.ADO L0007026 0 0.40790E-05 419657.2 3737926.2 40.1 3.70 9.30 2.84 YES L0007027 0 0.40790E-05 419677.2 3737926.0 41.6 3.70 9.30 2.84 YES L0007028 0 0.40790E-05 419697.2 3737925.7 43.1 3.70 9.30 2.84 YES L0007029 0 0.40790E-05 419717.2 3737925.5 40.5 3.70 9.30 2.84 YES L0007030 0 0.40790E-05 419737.2 3737925.4 40.6 3.70 9.30 2.84 YES L0007031 0 0.40790E-05 419757.2 3737925.4 41.0 3.70 9.30 2.84 YES L0007032 0 0.40790E-05 419777.2 3737925.3 41.5 3.70 9.30 2.84 YES L0007033 0 0.40790E-05 419797.2 3737925.2 42.0 3.70 9.30 2.84 YES L0007034 0 0.40790E-05 419817.2 3737925.1 42.6 3.70 9.30 2.84 YES L0007035 0 0.40790E-05 419837.2 3737925.0 43.2 3.70 9.30 2.84 YES L0007036 0 0.40790E-05 419857.2 3737924.9 43.8 3.70 9.30 2.84 YES L0007037 0 0.40790E-05 419877.2 3737924.8 44.4 3.70 9.30 2.84 YES L0007038 0 0.40790E-05 419897.2 3737924.7 45.0 3.70 9.30 2.84 YES L0007039 0 0.40790E-05 419917.2 3737924.6 45.6 3.70 9.30 2.84 YES L0007040 0 0.40790E-05 419937.2 3737924.5 46.2 3.70 9.30 2.84 YES L0007041 0 0.40790E-05 419957.2 3737924.4 46.8 3.70 9.30 2.84 YES L0007042 0 0.40790E-05 419977.2 3737924.3 47.4 3.70 9.30 2.84 YES L0007043 0 0.40790E-05 419997.2 3737924.2 48.0 3.70 9.30 2.84 YES L0007044 0 0.40790E-05 420017.2 3737924.2 48.6 3.70 9.30 2.84 YES L0007045 0 0.40790E-05 420037.2 3737924.1 49.1 3.70 9.30 2.84 YES L0000480 0 0.33520E-06 419690.7 3738136.0 47.3 3.70 13.02 2.84 YES L0000481 0 0.33520E-06 419690.7 3738108.0 47.4 3.70 13.02 2.84 YES L0000482 0 0.33520E-06 419690.7 3738080.0 47.4 3.70 13.02 2.84 YES L0000483 0 0.33520E-06 419690.7 3738052.0 47.4 3.70 13.02 2.84 YES Page 25 MainPlace r.ADO L0000484 0 0.33520E-06 419690.7 3738024.0 47.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 5 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000485 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3737996.0 47.3 3.70 13.02 2.84 YES L0000486 0 0.33520E-06 419690.7 3737968.0 47.3 3.70 13.02 2.84 YES L0000487 0 0.33520E-06 419690.7 3737940.0 44.9 3.70 13.02 2.84 YES L0000488 0 0.33520E-06 419690.7 3737912.0 42.2 3.70 13.02 2.84 YES L0000489 0 0.33520E-06 419690.7 3737884.0 44.6 3.70 13.02 2.84 YES L0000490 0 0.33520E-06 419690.7 3737856.0 47.2 3.70 13.02 2.84 YES L0000491 0 0.33520E-06 419690.7 3737828.0 47.1 3.70 13.02 2.84 YES L0000492 0 0.33520E-06 419690.7 3737800.0 47.0 3.70 13.02 2.84 YES L0000493 0 0.33520E-06 419690.7 3737772.0 47.0 3.70 13.02 2.84 YES L0000494 0 0.33520E-06 419690.7 3737744.0 47.0 3.70 13.02 2.84 YES L0000495 0 0.33520E-06 419690.7 3737716.0 46.9 3.70 13.02 2.84 YES L0000496 0 0.33520E-06 419690.7 3737688.0 47.1 3.70 13.02 2.84 YES L0000497 0 0.33520E-06 419690.7 3737660.0 47.2 3.70 13.02 2.84 YES Page 26 MainPlace r.ADO L0000498 0 0.33520E-06 419690.7 3737632.0 47.1 3.70 13.02 2.84 YES L0000499 0 0.33520E-06 419690.7 3737604.0 47.1 3.70 13.02 2.84 YES L0000500 0 0.33520E-06 419690.7 3737576.0 47.2 3.70 13.02 2.84 YES L0000501 0 0.33520E-06 419690.7 3737548.0 47.3 3.70 13.02 2.84 YES L0000502 0 0.33520E-06 419690.7 3737520.0 47.3 3.70 13.02 2.84 YES L0000503 0 0.33520E-06 419690.7 3737492.0 47.3 3.70 13.02 2.84 YES L0000504 0 0.33520E-06 419690.7 3737464.0 47.3 3.70 13.02 2.84 YES L0000505 0 0.33520E-06 419690.7 3737436.0 47.3 3.70 13.02 2.84 YES L0000506 0 0.33520E-06 419690.7 3737408.0 47.2 3.70 13.02 2.84 YES L0000507 0 0.33520E-06 419690.7 3737380.0 47.0 3.70 13.02 2.84 YES L0000508 0 0.33520E-06 419690.7 3737352.0 46.9 3.70 13.02 2.84 YES L0000509 0 0.33520E-06 419690.7 3737324.0 46.8 3.70 13.02 2.84 YES L0000510 0 0.33520E-06 419690.7 3737296.0 46.7 3.70 13.02 2.84 YES L0000511 0 0.33520E-06 419690.7 3737268.0 46.7 3.70 13.02 2.84 YES L0000512 0 0.33520E-06 419690.7 3737240.0 46.7 3.70 13.02 2.84 YES L0000513 0 0.33520E-06 419690.7 3737212.0 46.6 3.70 13.02 2.84 YES L0000514 0 0.33520E-06 419690.7 3737184.0 46.7 3.70 13.02 2.84 YES L0000515 0 0.33520E-06 419690.7 3737156.0 46.6 3.70 13.02 2.84 YES L0000516 0 0.33520E-06 419690.7 3737128.0 44.5 3.70 13.02 2.84 YES L0000517 0 0.33520E-06 419690.7 3737100.0 41.7 3.70 13.02 2.84 YES L0000518 0 0.33520E-06 419690.7 3737072.0 46.9 3.70 13.02 2.84 YES L0000519 0 0.33520E-06 419690.7 3737044.0 47.0 3.70 13.02 2.84 YES L0000520 0 0.33520E-06 419690.7 3737016.0 46.6 3.70 13.02 2.84 YES L0000521 0 0.33520E-06 419690.7 3736988.0 46.6 3.70 13.02 2.84 YES Page 27 MainPlace r.ADO L0000522 0 0.33520E-06 419690.7 3736960.0 46.9 3.70 13.02 2.84 YES L0000523 0 0.33520E-06 419690.7 3736932.0 47.2 3.70 13.02 2.84 YES L0000524 0 0.33520E-06 419690.7 3736904.0 46.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 6 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000525 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3736876.0 43.4 3.70 13.02 2.84 YES L0007046 0 0.24872E-04 419654.6 3736806.3 38.3 0.00 18.60 2.84 YES L0007047 0 0.24872E-04 419637.0 3736842.2 39.5 0.00 18.60 2.84 YES L0007048 0 0.24872E-04 419619.3 3736878.1 40.9 0.00 18.60 2.84 YES L0007049 0 0.24872E-04 419599.6 3736912.8 42.2 0.00 18.60 2.84 YES L0007050 0 0.24872E-04 419577.7 3736946.3 43.8 0.00 18.60 2.84 YES L0007051 0 0.24872E-04 419555.8 3736979.7 47.5 0.00 18.60 2.84 YES L0007052 0 0.24872E-04 419533.9 3737013.2 46.0 0.00 18.60 2.84 YES L0007053 0 0.24872E-04 419512.1 3737046.7 45.8 0.00 18.60 2.84 YES L0007054 0 0.24872E-04 419490.2 3737080.2 46.2 0.00 18.60 2.84 YES L0007055 0 0.24872E-04 419468.3 3737113.7 46.4 0.00 18.60 2.84 YES Page 28 MainPlace r.ADO L0007056 0 0.24872E-04 419446.4 3737147.2 46.2 0.00 18.60 2.84 YES L0007057 0 0.24872E-04 419424.5 3737180.7 42.8 0.00 18.60 2.84 YES L0007058 0 0.24872E-04 419402.3 3737213.9 44.1 0.00 18.60 2.84 YES L0007059 0 0.24872E-04 419379.0 3737246.4 45.7 0.00 18.60 2.84 YES L0007060 0 0.24872E-04 419355.7 3737278.9 45.4 0.00 18.60 2.84 YES L0007061 0 0.24872E-04 419332.4 3737311.5 45.1 0.00 18.60 2.84 YES L0007062 0 0.24872E-04 419310.0 3737344.6 44.8 0.00 18.60 2.84 YES L0007063 0 0.24872E-04 419288.1 3737378.0 44.5 0.00 18.60 2.84 YES L0007064 0 0.24872E-04 419266.2 3737411.5 44.1 0.00 18.60 2.84 YES L0007065 0 0.24872E-04 419244.4 3737445.0 43.9 0.00 18.60 2.84 YES L0007066 0 0.24872E-04 419222.5 3737478.5 43.7 0.00 18.60 2.84 YES L0007067 0 0.24872E-04 419200.6 3737512.0 43.6 0.00 18.60 2.84 YES L0007068 0 0.24872E-04 419178.8 3737545.5 43.5 0.00 18.60 2.84 YES L0007069 0 0.24872E-04 419156.7 3737578.9 43.4 0.00 18.60 2.84 YES L0007070 0 0.24872E-04 419134.6 3737612.2 43.3 0.00 18.60 2.84 YES L0007071 0 0.24872E-04 419112.4 3737645.5 43.2 0.00 18.60 2.84 YES L0007072 0 0.24872E-04 419090.3 3737678.8 43.2 0.00 18.60 2.84 YES L0007073 0 0.24872E-04 419068.3 3737712.2 43.1 0.00 18.60 2.84 YES L0007074 0 0.24872E-04 419046.2 3737745.6 43.0 0.00 18.60 2.84 YES L0007075 0 0.24872E-04 419024.2 3737779.0 43.1 0.00 18.60 2.84 YES L0007076 0 0.24872E-04 419002.1 3737812.4 42.9 0.00 18.60 2.84 YES L0007077 0 0.24872E-04 418977.8 3737844.0 42.8 0.00 18.60 2.84 YES L0007078 0 0.24872E-04 418952.5 3737875.0 42.6 0.00 18.60 2.84 YES L0007079 0 0.24872E-04 418927.1 3737905.9 42.5 0.00 18.60 2.84 YES Page 29 MainPlace_r.ADO L0007080 0 0.24872E-04 418901.7 3737936.8 2.84 YES L0007081 0 0.24872E-04 418876.4 3737967.8 2.84 YES L0007082 0 0.24872E-04 418851.0 3737998.7 2.84 YES L0007083 0 0.24872E-04 418825.6 3738029.6 2.84 YES L0007084 0 0.24872E-04 418800.3 3738060.6 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 42.4 0.00 18.60 42.5 0.00 18.60 42.4 0.00 18.60 42.3 0.00 18.60 42.3 0.00 18.60 PAGE 7 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 12/28/18 *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007085 - - - - 0 - - - - 0.40790E-05 - - - - - 418544.1 3737984.9 45.3 3.70 9.30 2.84 YES L0007086 0 0.40790E-05 418564.1 3737984.8 45.8 3.70 9.30 2.84 YES L0007087 0 0.40790E-05 418584.1 3737984.7 46.4 3.70 9.30 2.84 YES L0007088 0 0.40790E-05 418604.1 3737984.6 47.0 3.70 9.30 2.84 YES L0007089 0 0.40790E-05 418624.1 3737984.5 47.6 3.70 9.30 2.84 YES L0007090 0 0.40790E-05 418644.1 3737984.5 48.1 3.70 9.30 2.84 YES L0007091 0 0.40790E-05 418664.1 3737984.4 48.7 3.70 9.30 2.84 YES L0007092 0 0.40790E-05 418684.1 3737984.3 49.2 3.70 9.30 2.84 YES L0007093 0 0.40790E-05 418704.1 3737984.2 48.6 3.70 9.30 2.84 YES Page 30 MainPlace r.ADO L0007094 0 0.40790E-05 418724.1 3737983.9 46.1 3.70 9.30 2.84 YES L0007095 0 0.40790E-05 418744.1 3737983.7 42.3 3.70 9.30 2.84 YES L0007096 0 0.40790E-05 418764.1 3737983.5 41.4 3.70 9.30 2.84 YES L0007097 0 0.40790E-05 418784.1 3737983.3 41.3 3.70 9.30 2.84 YES L0007098 0 0.40790E-05 418804.1 3737983.0 41.5 3.70 9.30 2.84 YES L0007099 0 0.40790E-05 418824.1 3737982.8 41.8 3.70 9.30 2.84 YES L0007100 0 0.40790E-05 418844.1 3737982.6 42.2 3.70 9.30 2.84 YES L0007101 0 0.40790E-05 418864.1 3737982.4 42.4 3.70 9.30 2.84 YES L0007102 0 0.40790E-05 418884.1 3737982.1 42.8 3.70 9.30 2.84 YES L0007103 0 0.40790E-05 418904.1 3737981.9 44.6 3.70 9.30 2.84 YES L0007104 0 0.40790E-05 418924.1 3737981.7 47.9 3.70 9.30 2.84 YES L0007105 0 0.40790E-05 418944.1 3737981.4 50.5 3.70 9.30 2.84 YES L0007106 0 0.40790E-05 418963.8 3737978.4 51.0 3.70 9.30 2.84 YES L0007107 0 0.40790E-05 418983.4 3737974.4 51.0 3.70 9.30 2.84 YES L0007108 0 0.40790E-05 419003.0 3737970.4 51.0 3.70 9.30 2.84 YES L0007109 0 0.40790E-05 419022.6 3737966.5 51.0 3.70 9.30 2.84 YES L0007110 0 0.40790E-05 419042.2 3737962.5 50.9 3.70 9.30 2.84 YES L0007111 0 0.40790E-05 419061.8 3737958.5 50.0 3.70 9.30 2.84 YES L0007112 0 0.40790E-05 419081.4 3737954.5 49.2 3.70 9.30 2.84 YES L0007113 0 0.40790E-05 419101.0 3737950.6 48.3 3.70 9.30 2.84 YES L0007114 0 0.40790E-05 419120.6 3737946.6 48.2 3.70 9.30 2.84 YES L0007115 0 0.40790E-05 419140.2 3737942.6 48.6 3.70 9.30 2.84 YES L0007116 0 0.40790E-05 419159.8 3737938.6 49.1 3.70 9.30 2.84 YES L0007117 0 0.40790E-05 419179.4 3737934.7 48.8 3.70 9.30 2.84 YES Page 31 MainPlace_r.ADO L0007118 0 0.40790E-05 419199.0 3737930.7 48.2 3.70 9.30 2.84 YES L0007119 0 0.40790E-05 419218.6 3737926.7 47.6 3.70 9.30 2.84 YES L0007120 0 0.40790E-05 419238.2 3737922.7 47.0 3.70 9.30 2.84 YES L0007121 0 0.40790E-05 419257.8 3737918.7 46.5 3.70 9.30 2.84 YES L0007122 0 0.40790E-05 419277.4 3737914.8 46.1 3.70 9.30 2.84 YES L0007123 0 0.40790E-05 419297.0 3737910.8 45.6 3.70 9.30 2.84 YES L0007124 0 0.40790E-05 419316.6 3737906.8 45.2 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 8 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007125 - - - - 0 - - - - 0.40790E-05 - - - - - 419336.2 3737902.8 44.6 3.70 9.30 2.84 YES L0007126 0 0.40790E-05 419355.9 3737899.2 44.1 3.70 9.30 2.84 YES L0007127 0 0.40790E-05 419375.9 3737899.4 43.6 3.70 9.30 2.84 YES L0007128 0 0.40790E-05 419395.9 3737899.6 43.0 3.70 9.30 2.84 YES L0007129 0 0.40790E-05 419415.9 3737899.8 42.4 3.70 9.30 2.84 YES L0007130 0 0.40790E-05 419435.9 3737900.0 41.9 3.70 9.30 2.84 YES L0007131 0 0.40790E-05 419455.9 3737900.2 41.5 3.70 9.30 2.84 YES Page 32 MainPlace r.ADO L0007132 0 0.40790E-05 419475.9 3737900.5 41.2 3.70 9.30 2.84 YES L0007133 0 0.40790E-05 419495.9 3737900.7 41.1 3.70 9.30 2.84 YES L0007134 0 0.40790E-05 419515.9 3737900.9 41.0 3.70 9.30 2.84 YES L0007135 0 0.40790E-05 419535.9 3737901.1 40.9 3.70 9.30 2.84 YES L0007136 0 0.40790E-05 419555.9 3737901.3 40.7 3.70 9.30 2.84 YES L0007137 0 0.40790E-05 419575.8 3737901.5 40.6 3.70 9.30 2.84 YES L0007138 0 0.40790E-05 419595.8 3737901.7 40.5 3.70 9.30 2.84 YES L0007139 0 0.40790E-05 419615.8 3737902.0 40.4 3.70 9.30 2.84 YES L0007140 0 0.40790E-05 419635.8 3737902.2 40.3 3.70 9.30 2.84 YES L0007141 0 0.40790E-05 419655.8 3737902.4 40.3 3.70 9.30 2.84 YES L0007142 0 0.40790E-05 419675.8 3737902.6 40.7 3.70 9.30 2.84 YES L0007143 0 0.40790E-05 419695.8 3737902.8 41.4 3.70 9.30 2.84 YES L0007144 0 0.40790E-05 419715.8 3737903.0 40.6 3.70 9.30 2.84 YES L0007145 0 0.40790E-05 419735.8 3737903.2 40.8 3.70 9.30 2.84 YES L0007146 0 0.40790E-05 419755.8 3737903.0 41.1 3.70 9.30 2.84 YES L0007147 0 0.40790E-05 419775.8 3737902.7 41.6 3.70 9.30 2.84 YES L0007148 0 0.40790E-05 419795.8 3737902.4 42.2 3.70 9.30 2.84 YES L0007149 0 0.40790E-05 419815.8 3737902.1 42.8 3.70 9.30 2.84 YES L0007150 0 0.40790E-05 419835.8 3737901.8 43.4 3.70 9.30 2.84 YES L0007151 0 0.40790E-05 419855.8 3737901.5 44.0 3.70 9.30 2.84 YES L0007152 0 0.40790E-05 419875.8 3737901.2 44.6 3.70 9.30 2.84 YES L0007153 0 0.40790E-05 419895.8 3737900.9 45.2 3.70 9.30 2.84 YES L0007154 0 0.40790E-05 419915.8 3737900.6 45.8 3.70 9.30 2.84 YES L0007155 0 0.40790E-05 419935.8 3737900.3 46.4 3.70 9.30 2.84 YES Page 33 MainPlace r.ADO L0007156 0 0.40790E-05 419955.8 3737900.0 47.0 3.70 9.30 2.84 YES L0007157 0 0.40790E-05 419975.8 3737899.8 47.6 3.70 9.30 2.84 YES L0007158 0 0.40790E-05 419995.8 3737899.5 48.2 3.70 9.30 2.84 YES L0007159 0 0.40790E-05 420015.8 3737899.2 48.8 3.70 9.30 2.84 YES L0007160 0 0.40790E-05 420035.8 3737898.9 49.4 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 9 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs SRCGPI L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , Page 34 MainPlace_r.ADO L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 10 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0006999 , L0007007 , L0007015 , L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , 12/28/18 *** SOURCE IDs DEFINING SOURCE GROUPS *** Page 35 MainPlace r.ADO SRCGROUP ID SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , Page 36 MainPlace r.ADO ALL L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 11 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , Page 37 MainPlace r.ADO L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , L0000525 , L0007046 , L0007047 , L0007048 L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 L0007082 , L0007083 , L0007084 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 12 Page 38 L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , L0007049 , L0007057 , L0007065 , L0007073 , L0007081 , 12/28/18 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SOURCE IDs DEFINING SOURCE GROUPS *** SRCGROUP ID SOURCE IDs --------------------- L0007085 , L0007086 , L0007087 , L0007088 L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 13 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0007089 , L0007097 , L0007105 , L0007113 , L0007121 , L0007129 , L0007137 , L0007145 , , L0007153 12/28/18 *** SOURCE IDs DEFINED AS URBAN SOURCES Page 39 MainPlace r.ADO URBAN ID URBAN POP ----------------- SOURCE IDs 3010232. L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 , L0007023 , L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 , L0007031 , L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 , L0007039 , L0007040 , L0007041 , L0007042 , Page 40 MainPlace r.ADO L0007043 , L0007044 , L0007045 , L0000480 , L0000481 , L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 , L0000489 , L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 , L0000497 , L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 , L0000505 , L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 , L0000513 , L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 , L0000521 , L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 14 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** URBAN ID URBAN POP -------- --------- *** SOURCE IDs DEFINED AS URBAN SOURCES SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , Page 41 MainPlace r.ADO L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 15 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419394.8, 3737330.5, 44.5, 44.5, 13.7); ( 419414.8, 3737330.5, 44.7, 44.7, 13.7); ( 419434.8, 3737330.5, 44.9, 44.9, 13.7); ( 419454.8, 3737330.5, 45.1, 45.1, 13.7); ( 419474.8, 3737330.5, 45.3, 45.3, 13.7); ( 419494.8, 3737330.5, 45.3, 45.3, 13.7); ( 419514.8, 3737330.5, 45.3, 45.3, 13.7); ( 419534.8, Page 42 MainPlace r.ADO 3737330.5, 45.2, 45.2, 13.7); ( 419554.8, 3737330.5, 45.2, 45.2, 13.7); ( 419574.8, 3737330.5, 45.4, 45.4, 13.7); ( 419594.8, 3737330.5, 45.6, 45.6, 13.7); ( 419614.8, 3737330.5, 45.9, 45.9, 13.7); ( 419634.8, 3737330.5, 46.2, 46.2, 13.7); ( 419654.8, 3737330.5, 46.4, 46.4, 13.7); ( 419374.8, 3737350.5, 44.4, 44.4, 13.7); ( 419394.8, 3737350.5, 44.8, 44.8, 13.7); ( 419414.8, 3737350.5, 45.0, 45.0, 13.7); ( 419434.8, 3737350.5, 45.3, 45.3, 13.7); ( 419454.8, 3737350.5, 45.5, 45.5, 13.7); ( 419474.8, 3737350.5, 45.8, 45.8, 13.7); ( 419494.8, 3737350.5, 45.7, 45.7, 13.7); ( 419514.8, 3737350.5, 45.7, 45.7, 13.7); ( 419534.8, 3737350.5, 45.9, 45.9, 13.7); ( 419554.8, 3737350.5, 46.0, 46.0, 13.7); ( 419574.8, 3737350.5, 46.2, 46.2, 13.7); ( 419594.8, 3737350.5, 46.5, 46.5, 13.7); ( 419614.8, 3737350.5, 46.7, 46.7, 13.7); ( 419634.8, 3737350.5, 46.9, 46.9, 13.7); ( 419654.8, 3737350.5, 47.0, 47.0, 13.7); ( 419374.8, 3737370.5, 44.7, 44.7, 13.7); ( 419394.8, 3737370.5, 45.0, 45.0, 13.7); ( 419414.8, 3737370.5, 45.3, 45.3, 13.7); ( 419434.8, 3737370.5, 45.6, 45.6, 13.7); ( 419454.8, 3737370.5, 45.9, 45.9, 13.7); ( 419474.8, 3737370.5, 46.1, 46.1, 13.7); ( 419494.8, 3737370.5, 45.9, 45.9, 13.7); ( 419514.8, 3737370.5, 45.7, 45.7, 13.7); ( 419534.8, 3737370.5, 45.8, 45.8, 13.7); ( 419554.8, 3737370.5, 46.0, 46.0, 13.7); ( 419574.8, 3737370.5, 46.2, 46.2, 13.7); ( 419594.8, 3737370.5, 46.4, 46.4, 13.7); ( 419614.8, 3737370.5, 46.7, 46.7, 13.7); ( 419634.8, 3737370.5, 47.0, 47.0, 13.7); ( 419654.8, 3737370.5, 47.0, 47.0, 13.7); ( 419354.8, 3737390.5, 44.7, 44.7, 13.7); ( 419374.8, 3737390.5, 45.0, 45.0, 13.7); ( 419394.8, 3737390.5, 45.3, 45.3, 13.7); ( 419414.8, 3737390.5, 45.6, 45.6, 13.7); ( 419434.8, 3737390.5, 45.9, 45.9, 13.7); ( 419454.8, 3737390.5, 46.2, 46.2, 13.7); ( 419474.8, 3737390.5, 46.4, 46.4, 13.7); ( 419494.8, 3737390.5, 46.4, 46.4, 13.7); ( 419514.8, 3737390.5, 46.2, 46.2, 13.7); ( 419534.8, 3737390.5, 46.2, 46.2, 13.7); ( 419554.8, 3737390.5, 46.4, 46.4, 13.7); ( 419574.8, Page 43 3737390.5, 46.6, 46.6, ( 419594.8, 3737390.5, 3737390.5, 47.0, 47.0, ( 419634.8, 3737390.5, 3737390.5, 47.0, 47.0, ( 419354.8, 3737410.5, 3737410.5, 45.3, 45.3, ( 419394.8, 3737410.5, 3737410.5, 45.9, 45.9, ( 419434.8, 3737410.5, 3737410.5, 46.5, 46.5, ( 419474.8, 3737410.5, 3737410.5, 46.9, 46.9, ( 419514.8, 3737410.5, 3737410.5, 47.0, 47.0, ( 419554.8, 3737410.5, 3737410.5, 47.2, 47.2, ( 419594.8, 3737410.5, 3737410.5, 47.2, 47.2, ( 419634.8, 3737410.5, 3737410.5, 46.9, 46.9, ( 419334.8, 3737430.5, 3737430.5, 45.6, 45.6, ( 419374.8, 3737430.5, 3737430.5, 46.0, 46.0, ( 419414.8, 3737430.5, 3737430.5, 46.6, 46.6, ( 419454.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419494.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419534.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419574.8, 3737430.5, 3737430.5, 47.1, 47.1, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO * 13.7); 46.8, 46.8, 13.7); ( 419614.8, 13.7); 47.0, 47.0, 13.7); ( 419654.8, 13.7); 45.2, 45.2, 13.7); ( 419374.8, 13.7); 45.6, 45.6, 13.7); ( 419414.8, 13.7); 46.2, 46.2, 13.7); ( 419454.8, 13.7); 46.8, 46.8, 13.7); ( 419494.8, 13.7); 47.0, 47.0, 13.7); ( 419534.8, 13.7); 47.1, 47.1, 13.7); ( 419574.8, 13.7); 47.3, 47.3, 13.7); ( 419614.8, 13.7); 47.1, 47.1, 13.7); ( 419654.8, 13.7); 45.2, 45.2, 13.7); ( 419354.8, 13.7); 45.7, 45.7, 13.7); ( 419394.8, 13.7); 46.3, 46.3, 13.7); ( 419434.8, 13.7); 47.1, 47.1, 13.7); ( 419474.8, 13.7); 47.3, 47.3, 13.7); ( 419514.8, 13.7); 47.4, 47.4, 13.7); ( 419554.8, 13.7); 47.3, 47.3, 13.7); ( 419594.8, 13.7); *** C:\Lakes\AERMOD *** 12/28/18 *** 15:29:02 PAGE 16 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419614.8, 3737430.5, 46.8, 46.8, 13.7); ( 419634.8, Page 44 MainPlace r.ADO 3737430.5, 46.5, 46.5, 13.7); ( 419654.8, 3737430.5, 46.7, 46.7, 13.7); ( 419334.8, 3737450.5, 45.6, 45.6, 13.7); ( 419354.8, 3737450.5, 45.9, 45.9, 13.7); ( 419374.8, 3737450.5, 46.1, 46.1, 13.7); ( 419394.8, 3737450.5, 46.4, 46.4, 13.7); ( 419414.8, 3737450.5, 46.7, 46.7, 13.7); ( 419434.8, 3737450.5, 47.0, 47.0, 13.7); ( 419454.8, 3737450.5, 47.4, 47.4, 13.7); ( 419474.8, 3737450.5, 47.5, 47.5, 13.7); ( 419494.8, 3737450.5, 47.5, 47.5, 13.7); ( 419514.8, 3737450.5, 47.5, 47.5, 13.7); ( 419534.8, 3737450.5, 47.5, 47.5, 13.7); ( 419554.8, 3737450.5, 47.5, 47.5, 13.7); ( 419574.8, 3737450.5, 47.3, 47.3, 13.7); ( 419594.8, 3737450.5, 47.0, 47.0, 13.7); ( 419614.8, 3737450.5, 46.6, 46.6, 13.7); ( 419634.8, 3737450.5, 46.3, 46.3, 13.7); ( 419654.8, 3737450.5, 46.6, 46.6, 13.7); ( 419314.8, 3737470.5, 45.2, 45.2, 13.7); ( 419334.8, 3737470.5, 45.9, 45.9, 13.7); ( 419354.8, 3737470.5, 46.2, 46.2, 13.7); ( 419374.8, 3737470.5, 46.5, 46.5, 13.7); ( 419394.8, 3737470.5, 46.7, 46.7, 13.7); ( 419414.8, 3737470.5, 47.1, 47.1, 13.7); ( 419434.8, 3737470.5, 47.4, 47.4, 13.7); ( 419454.8, 3737470.5, 47.5, 47.5, 13.7); ( 419474.8, 3737470.5, 47.6, 47.6, 13.7); ( 419494.8, 3737470.5, 47.5, 47.5, 13.7); ( 419514.8, 3737470.5, 47.5, 47.5, 13.7); ( 419534.8, 3737470.5, 47.5, 47.5, 13.7); ( 419554.8, 3737470.5, 47.5, 47.5, 13.7); ( 419574.8, 3737470.5, 47.3, 47.3, 13.7); ( 419594.8, 3737470.5, 47.0, 47.0, 13.7); ( 419614.8, 3737470.5, 46.6, 46.6, 13.7); ( 419634.8, 3737470.5, 46.5, 46.5, 13.7); ( 419654.8, 3737470.5, 46.7, 46.7, 13.7); ( 419314.8, 3737490.5, 45.7, 45.7, 13.7); ( 419334.8, 3737490.5, 46.3, 46.3, 13.7); ( 419354.8, 3737490.5, 46.8, 46.8, 13.7); ( 419374.8, 3737490.5, 46.9, 46.9, 13.7); ( 419394.8, 3737490.5, 47.1, 47.1, 13.7); ( 419414.8, 3737490.5, 47.3, 47.3, 13.7); ( 419434.8, 3737490.5, 47.5, 47.5, 13.7); ( 419454.8, 3737490.5, 47.5, 47.5, 13.7); ( 419474.8, 3737490.5, 47.5, 47.5, 13.7); ( 419494.8, 3737490.5, 47.5, 47.5, 13.7); ( 419514.8, 3737490.5, 47.5, 47.5, 13.7); ( 419534.8, Page 45 3737490.5, 47.5, 47.5, ( 419554.8, 3737490.5, 3737490.5, 47.3, 47.3, ( 419594.8, 3737490.5, 3737490.5, 46.9, 46.9, ( 419634.8, 3737490.5, 3737490.5, 46.8, 46.8, ( 419294.8, 3737510.5, 3737510.5, 46.2, 46.2, ( 419334.8, 3737510.5, 3737510.5, 47.3, 47.3, ( 419374.8, 3737510.5, 3737510.5, 47.4, 47.4, ( 419414.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419454.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419494.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419534.8, 3737510.5, 3737510.5, 47.3, 47.3, ( 419574.8, 3737510.5, 3737510.5, 47.1, 47.1, ( 419614.8, 3737510.5, 3737510.5, 47.1, 47.1, ( 419654.8, 3737510.5, 3737530.5, 45.9, 45.9, ( 419314.8, 3737530.5, 3737530.5, 47.0, 47.0, ( 419354.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419394.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419434.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419474.8, 3737530.5, 3737530.5, 47.4, 47.4, ( 419514.8, 3737530.5, 3737530.5, 47.0, 47.0, ( 419554.8, 3737530.5, 3737530.5, 47.1, 47.1, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 13.7); 47.5, 47.5, 13.7); ( 419574.8, 13.7); 47.1, 47.1, 13.7); ( 419614.8, 13.7); 46.6, 46.6, 13.7); ( 419654.8, 13.7); 45.6, 45.6, 13.7); ( 419314.8, 13.7); 46.6, 46.6, 13.7); ( 419354.8, 13.7); 47.3, 47.3, 13.7); ( 419394.8, 13.7); 47.5, 47.5, 13.7); ( 419434.8, 13.7); 47.5, 47.5, 13.7); ( 419474.8, 13.7); 47.5, 47.5, 13.7); ( 419514.8, 13.7); 47.3, 47.3, 13.7); ( 419554.8, 13.7); 47.2, 47.2, 13.7); ( 419594.8, 13.7); 47.1, 47.1, 13.7); ( 419634.8, 13.7); 47.2, 47.2, 13.7); ( 419294.8, 13.7); 46.5, 46.5, 13.7); ( 419334.8, 13.7); 47.4, 47.4, 13.7); ( 419374.8, 13.7); 47.5, 47.5, 13.7); ( 419414.8, 13.7); 47.5, 47.5, 13.7); ( 419454.8, 13.7); 47.5, 47.5, 13.7); ( 419494.8, 13.7); 47.3, 47.3, 13.7); 13.7); 47.1, 47.1, 13.7); 13.7); * *** C:\Lakes\AERMOD *** *** 15:29:02 PAGE 17 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 46 ( 419534.8, ( 419574.8, 12/28/18 MainPlace r.ADO *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419594.8, 3737530.5, 47.2, 47.2, 13.7); ( 419614.8, 3737530.5, 47.4, 47.4, 13.7); ( 419634.8, 3737530.5, 48.0, 48.0, 13.7); ( 419654.8, 3737530.5, 48.0, 48.0, 13.7); ( 419274.8, 3737550.5, 45.4, 45.4, 13.7); ( 419294.8, 3737550.5, 46.0, 46.0, 13.7); ( 419314.8, 3737550.5, 46.6, 46.6, 13.7); ( 419334.8, 3737550.5, 47.1, 47.1, 13.7); ( 419354.8, 3737550.5, 47.5, 47.5, 13.7); ( 419374.8, 3737550.5, 47.6, 47.6, 13.7); ( 419394.8, 3737550.5, 47.6, 47.6, 13.7); ( 419414.8, 3737550.5, 47.6, 47.6, 13.7); ( 419434.8, 3737550.5, 47.5, 47.5, 13.7); ( 419454.8, 3737550.5, 47.5, 47.5, 13.7); ( 419474.8, 3737550.5, 47.5, 47.5, 13.7); ( 419494.8, 3737550.5, 47.4, 47.4, 13.7); ( 419514.8, 3737550.5, 47.3, 47.3, 13.7); ( 419534.8, 3737550.5, 47.2, 47.2, 13.7); ( 419554.8, 3737550.5, 47.2, 47.2, 13.7); ( 419574.8, 3737550.5, 47.2, 47.2, 13.7); ( 419594.8, 3737550.5, 47.3, 47.3, 13.7); ( 419614.8, 3737550.5, 47.6, 47.6, 13.7); ( 419634.8, 3737550.5, 48.0, 48.0, 13.7); ( 419654.8, 3737550.5, 47.8, 47.8, 13.7); ( 419274.8, 3737570.5, 45.5, 45.5, 13.7); ( 419294.8, 3737570.5, 46.1, 46.1, 13.7); ( 419314.8, 3737570.5, 46.6, 46.6, 13.7); ( 419334.8, 3737570.5, 47.1, 47.1, 13.7); ( 419354.8, 3737570.5, 47.6, 47.6, 13.7); ( 419374.8, 3737570.5, 47.6, 47.6, 13.7); ( 419394.8, 3737570.5, 47.6, 47.6, 13.7); ( 419414.8, 3737570.5, 47.6, 47.6, 13.7); ( 419434.8, 3737570.5, 47.5, 47.5, 13.7); ( 419454.8, 3737570.5, 47.5, 47.5, 13.7); ( 419474.8, 3737570.5, 47.5, 47.5, 13.7); ( 419494.8, 3737570.5, 47.4, 47.4, 13.7); ( 419514.8, 3737570.5, 47.4, 47.4, 13.7); ( 419534.8, 3737570.5, 47.2, 47.2, 13.7); ( 419554.8, 3737570.5, 47.2, 47.2, 13.7); ( 419574.8, 3737570.5, 47.2, 47.2, 13.7); ( 419594.8, 3737570.5, 47.4, 47.4, 13.7); ( 419614.8, 3737570.5, 47.7, 47.7, 13.7); ( 419634.8, 3737570.5, 48.0, 48.0, 13.7); ( 419654.8, Page 47 MainPlace r.ADO 3737570.5, 47.8, 47.8, 13.7); ( 419254.8, 3737590.5, 44.8, 44.8, 13.7); ( 419274.8, 3737590.5, 45.5, 45.5, 13.7); ( 419294.8, 3737590.5, 46.1, 46.1, 13.7); ( 419314.8, 3737590.5, 46.6, 46.6, 13.7); ( 419334.8, 3737590.5, 47.1, 47.1, 13.7); ( 419354.8, 3737590.5, 47.5, 47.5, 13.7); ( 419374.8, 3737590.5, 47.5, 47.5, 13.7); ( 419394.8, 3737590.5, 47.6, 47.6, 13.7); ( 419414.8, 3737590.5, 47.6, 47.6, 13.7); ( 419434.8, 3737590.5, 47.5, 47.5, 13.7); ( 419454.8, 3737590.5, 47.5, 47.5, 13.7); ( 419474.8, 3737590.5, 47.5, 47.5, 13.7); ( 419494.8, 3737590.5, 47.4, 47.4, 13.7); ( 419514.8, 3737590.5, 47.3, 47.3, 13.7); ( 419534.8, 3737590.5, 47.0, 47.0, 13.7); ( 419554.8, 3737590.5, 47.1, 47.1, 13.7); ( 419574.8, 3737590.5, 47.2, 47.2, 13.7); ( 419594.8, 3737590.5, 47.5, 47.5, 13.7); ( 419614.8, 3737590.5, 47.9, 47.9, 13.7); ( 419634.8, 3737590.5, 48.3, 48.3, 13.7); ( 419654.8, 3737590.5, 48.0, 48.0, 13.7); ( 419254.8, 3737610.5, 44.8, 44.8, 13.7); ( 419274.8, 3737610.5, 45.4, 45.4, 13.7); ( 419294.8, 3737610.5, 45.9, 45.9, 13.7); ( 419314.8, 3737610.5, 46.4, 46.4, 13.7); ( 419334.8, 3737610.5, 46.8, 46.8, 13.7); ( 419354.8, 3737610.5, 47.3, 47.3, 13.7); ( 419374.8, 3737610.5, 47.5, 47.5, 13.7); ( 419394.8, 3737610.5, 47.5, 47.5, 13.7); ( 419414.8, 3737610.5, 47.6, 47.6, 13.7); ( 419434.8, 3737610.5, 47.5, 47.5, 13.7); ( 419454.8, 3737610.5, 47.5, 47.5, 13.7); ( 419474.8, 3737610.5, 47.5, 47.5, 13.7); ( 419494.8, 3737610.5, 47.5, 47.5, 13.7); ( 419514.8, 3737610.5, 47.4, 47.4, 13.7); ( 419534.8, 3737610.5, 47.2, 47.2, 13.7); ( 419554.8, 3737610.5, 47.1, 47.1, 13.7); ( 419574.8, 3737610.5, 47.2, 47.2, 13.7); ( 419594.8, 3737610.5, 47.4, 47.4, 13.7); ( 419614.8, 3737610.5, 47.6, 47.6, 13.7); ( 419634.8, 3737610.5, 48.2, 48.2, 13.7); ( 419654.8, 3737610.5, 47.8, 47.8, 13.7); ( 419254.8, 3737630.5, 44.8, 44.8, 13.7); ( 419274.8, 3737630.5, 45.2, 45.2, 13.7); ( 419294.8, 3737630.5, 45.6, 45.6, 13.7); ( 419314.8, 3737630.5, 46.0, 46.0, 13.7); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 48 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 18 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419334.8, 3737630.5, 46.5, 46.5, 13.7); ( 419354.8, 3737630.5, 47.0, 47.0, 13.7); ( 419374.8, 3737630.5, 47.3, 47.3, 13.7); ( 419394.8, 3737630.5, 47.5, 47.5, 13.7); ( 419414.8, 3737630.5, 47.6, 47.6, 13.7); ( 419434.8, 3737630.5, 47.5, 47.5, 13.7); ( 419454.8, 3737630.5, 47.5, 47.5, 13.7); ( 419474.8, 3737630.5, 47.5, 47.5, 13.7); ( 419494.8, 3737630.5, 47.5, 47.5, 13.7); ( 419514.8, 3737630.5, 47.4, 47.4, 13.7); ( 419534.8, 3737630.5, 47.4, 47.4, 13.7); ( 419554.8, 3737630.5, 47.2, 47.2, 13.7); ( 419574.8, 3737630.5, 47.2, 47.2, 13.7); ( 419594.8, 3737630.5, 47.3, 47.3, 13.7); ( 419614.8, 3737630.5, 47.2, 47.2, 13.7); ( 419634.8, 3737630.5, 47.8, 47.8, 13.7); ( 419654.8, 3737630.5, 47.4, 47.4, 13.7); ( 419234.8, 3737650.5, 44.4, 44.4, 13.7); ( 419254.8, 3737650.5, 44.8, 44.8, 13.7); ( 419274.8, 3737650.5, 45.0, 45.0, 13.7); ( 419294.8, 3737650.5, 45.2, 45.2, 13.7); ( 419314.8, 3737650.5, 45.6, 45.6, 13.7); ( 419334.8, 3737650.5, 46.1, 46.1, 13.7); ( 419354.8, 3737650.5, 46.5, 46.5, 13.7); ( 419374.8, 3737650.5, 46.9, 46.9, 13.7); ( 419394.8, 3737650.5, 47.3, 47.3, 13.7); ( 419414.8, 3737650.5, 47.5, 47.5, 13.7); ( 419434.8, 3737650.5, 47.5, 47.5, 13.7); ( 419454.8, 3737650.5, 47.5, 47.5, 13.7); ( 419474.8, 3737650.5, 47.5, 47.5, 13.7); ( 419494.8, 3737650.5, 47.5, 47.5, 13.7); ( 419514.8, 3737650.5, 47.5, 47.5, 13.7); ( 419534.8, 3737650.5, 47.5, 47.5, 13.7); ( 419554.8, 3737650.5, 47.4, 47.4, 13.7); ( 419574.8, 3737650.5, 47.3, 47.3, 13.7); ( 419594.8, 3737650.5, 47.1, 47.1, 13.7); ( 419614.8, 3737650.5, 46.8, 46.8, 13.7); ( 419634.8, Page 49 MainPlace r.ADO 3737650.5, 46.9, 46.9, 13.7); ( 419654.8, 3737650.5, 47.0, 47.0, 13.7); ( 419234.8, 3737670.5, 44.5, 44.5, 13.7); ( 419254.8, 3737670.5, 44.8, 44.8, 13.7); ( 419274.8, 3737670.5, 44.9, 44.9, 13.7); ( 419294.8, 3737670.5, 45.2, 45.2, 13.7); ( 419314.8, 3737670.5, 45.5, 45.5, 13.7); ( 419334.8, 3737670.5, 45.9, 45.9, 13.7); ( 419354.8, 3737670.5, 46.4, 46.4, 13.7); ( 419374.8, 3737670.5, 46.8, 46.8, 13.7); ( 419394.8, 3737670.5, 47.2, 47.2, 13.7); ( 419414.8, 3737670.5, 47.5, 47.5, 13.7); ( 419434.8, 3737670.5, 47.5, 47.5, 13.7); ( 419454.8, 3737670.5, 47.5, 47.5, 13.7); ( 419474.8, 3737670.5, 47.5, 47.5, 13.7); ( 419494.8, 3737670.5, 47.5, 47.5, 13.7); ( 419514.8, 3737670.5, 47.5, 47.5, 13.7); ( 419534.8, 3737670.5, 47.5, 47.5, 13.7); ( 419554.8, 3737670.5, 47.5, 47.5, 13.7); ( 419574.8, 3737670.5, 47.3, 47.3, 13.7); ( 419594.8, 3737670.5, 47.1, 47.1, 13.7); ( 419614.8, 3737670.5, 46.7, 46.7, 13.7); ( 419634.8, 3737670.5, 46.6, 46.6, 13.7); ( 419654.8, 3737670.5, 46.8, 46.8, 13.7); ( 419234.8, 3737690.5, 44.7, 44.7, 13.7); ( 419254.8, 3737690.5, 44.9, 44.9, 13.7); ( 419274.8, 3737690.5, 45.0, 45.0, 13.7); ( 419294.8, 3737690.5, 45.2, 45.2, 13.7); ( 419314.8, 3737690.5, 45.6, 45.6, 13.7); ( 419334.8, 3737690.5, 45.9, 45.9, 13.7); ( 419354.8, 3737690.5, 46.4, 46.4, 13.7); ( 419374.8, 3737690.5, 46.8, 46.8, 13.7); ( 419394.8, 3737690.5, 47.2, 47.2, 13.7); ( 419414.8, 3737690.5, 47.5, 47.5, 13.7); ( 419434.8, 3737690.5, 47.5, 47.5, 13.7); ( 419454.8, 3737690.5, 47.5, 47.5, 13.7); ( 419474.8, 3737690.5, 47.5, 47.5, 13.7); ( 419494.8, 3737690.5, 47.5, 47.5, 13.7); ( 419514.8, 3737690.5, 47.5, 47.5, 13.7); ( 419534.8, 3737690.5, 47.5, 47.5, 13.7); ( 419554.8, 3737690.5, 47.5, 47.5, 13.7); ( 419574.8, 3737690.5, 47.3, 47.3, 13.7); ( 419594.8, 3737690.5, 47.1, 47.1, 13.7); ( 419614.8, 3737690.5, 46.7, 46.7, 13.7); ( 419634.8, 3737690.5, 46.6, 46.6, 13.7); ( 419654.8, 3737690.5, 46.8, 46.8, 13.7); ( 419234.8, 3737710.5, 44.7, 44.7, 13.7); ( 419254.8, 3737710.5, 44.8, 44.8, 13.7); ( 419274.8, Page 50 3737710.5, 45.0, 45.0, ( 419294.8, 3737710.5, 3737710.5, 45.5, 45.5, ( 419334.8, 3737710.5, 3737710.5, 46.4, 46.4, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 13.7); 45.2, 45.2, 13.7); 13.7); 45.9, 45.9, 13.7); 13.7); * *** C:\Lakes\AERMOD *** *** 15:29:02 PAGE 19 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* ( 419314.8, ( 419354.8, 12/28/18 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419374.8, 3737710.5, 46.8, 46.8, 13.7); ( 419394.8, 3737710.5, 47.3, 47.3, 13.7); ( 419414.8, 3737710.5, 47.6, 47.6, 13.7); ( 419434.8, 3737710.5, 47.5, 47.5, 13.7); ( 419454.8, 3737710.5, 47.5, 47.5, 13.7); ( 419474.8, 3737710.5, 47.4, 47.4, 13.7); ( 419494.8, 3737710.5, 47.4, 47.4, 13.7); ( 419514.8, 3737710.5, 47.5, 47.5, 13.7); ( 419534.8, 3737710.5, 47.7, 47.7, 13.7); ( 419554.8, 3737710.5, 47.5, 47.5, 13.7); ( 419574.8, 3737710.5, 47.4, 47.4, 13.7); ( 419594.8, 3737710.5, 47.2, 47.2, 13.7); ( 419614.8, 3737710.5, 46.9, 46.9, 13.7); ( 419634.8, 3737710.5, 46.9, 46.9, 13.7); ( 419654.8, 3737710.5, 46.7, 46.7, 13.7); ( 419234.8, 3737730.5, 44.4, 44.4, 13.7); ( 419254.8, 3737730.5, 44.7, 44.7, 13.7); ( 419274.8, 3737730.5, 45.0, 45.0, 13.7); ( 419294.8, 3737730.5, 45.2, 45.2, 13.7); ( 419314.8, 3737730.5, 45.5, 45.5, 13.7); ( 419334.8, 3737730.5, 45.9, 45.9, 13.7); ( 419354.8, 3737730.5, 46.3, 46.3, 13.7); ( 419374.8, 3737730.5, 46.8, 46.8, 13.7); ( 419394.8, 3737730.5, 47.2, 47.2, 13.7); ( 419414.8, 3737730.5, 47.5, 47.5, 13.7); ( 419434.8, 3737730.5, 47.5, 47.5, 13.7); ( 419454.8, 3737730.5, 47.5, 47.5, 13.7); ( 419474.8, 3737730.5, 47.4, 47.4, 13.7); ( 419494.8, 3737730.5, 47.3, 47.3, 13.7); ( 419514.8, 3737730.5, 47.3, 47.3, 13.7); ( 419534.8, 3737730.5, 47.4, 47.4, 13.7); ( 419554.8, Page 51 MainPlace r.ADO 3737730.5, 47.3, 47.3, 13.7); ( 419574.8, 3737730.5, 47.2, 47.2, 13.7); ( 419594.8, 3737730.5, 47.2, 47.2, 13.7); ( 419614.8, 3737730.5, 47.1, 47.1, 13.7); ( 419634.8, 3737730.5, 46.9, 46.9, 13.7); ( 419654.8, 3737730.5, 46.9, 46.9, 13.7); ( 419234.8, 3737750.5, 44.0, 44.0, 13.7); ( 419254.8, 3737750.5, 44.5, 44.5, 13.7); ( 419274.8, 3737750.5, 44.9, 44.9, 13.7); ( 419294.8, 3737750.5, 45.2, 45.2, 13.7); ( 419314.8, 3737750.5, 45.5, 45.5, 13.7); ( 419334.8, 3737750.5, 45.8, 45.8, 13.7); ( 419354.8, 3737750.5, 46.3, 46.3, 13.7); ( 419374.8, 3737750.5, 46.8, 46.8, 13.7); ( 419394.8, 3737750.5, 47.1, 47.1, 13.7); ( 419414.8, 3737750.5, 47.4, 47.4, 13.7); ( 419434.8, 3737750.5, 47.5, 47.5, 13.7); ( 419454.8, 3737750.5, 47.5, 47.5, 13.7); ( 419474.8, 3737750.5, 47.3, 47.3, 13.7); ( 419494.8, 3737750.5, 47.0, 47.0, 13.7); ( 419514.8, 3737750.5, 46.9, 46.9, 13.7); ( 419534.8, 3737750.5, 47.0, 47.0, 13.7); ( 419554.8, 3737750.5, 47.0, 47.0, 13.7); ( 419574.8, 3737750.5, 47.0, 47.0, 13.7); ( 419594.8, 3737750.5, 47.1, 47.1, 13.7); ( 419614.8, 3737750.5, 47.2, 47.2, 13.7); ( 419634.8, 3737750.5, 46.9, 46.9, 13.7); ( 419654.8, 3737750.5, 47.1, 47.1, 13.7); ( 419234.8, 3737770.5, 43.8, 54.6, 13.7); ( 419254.8, 3737770.5, 43.8, 54.6, 13.7); ( 419274.8, 3737770.5, 44.6, 44.6, 13.7); ( 419294.8, 3737770.5, 45.0, 45.0, 13.7); ( 419314.8, 3737770.5, 45.4, 45.4, 13.7); ( 419334.8, 3737770.5, 45.8, 45.8, 13.7); ( 419354.8, 3737770.5, 46.4, 46.4, 13.7); ( 419374.8, 3737770.5, 46.9, 46.9, 13.7); ( 419394.8, 3737770.5, 47.2, 47.2, 13.7); ( 419414.8, 3737770.5, 47.3, 47.3, 13.7); ( 419434.8, 3737770.5, 47.5, 47.5, 13.7); ( 419454.8, 3737770.5, 47.5, 47.5, 13.7); ( 419474.8, 3737770.5, 47.2, 47.2, 13.7); ( 419494.8, 3737770.5, 47.0, 47.0, 13.7); ( 419514.8, 3737770.5, 46.8, 46.8, 13.7); ( 419534.8, 3737770.5, 47.0, 47.0, 13.7); ( 419554.8, 3737770.5, 46.8, 46.8, 13.7); ( 419574.8, 3737770.5, 46.9, 46.9, 13.7); ( 419594.8, 3737770.5, 47.1, 47.1, 13.7); ( 419614.8, 3737770.5, 47.1, 47.1, 13.7); ( 419634.8, Page 52 MainPlace r.ADO 3737770.5, 46.8, 46.8, 13.7); ( 419654.8, 3737770.5, 46.9, 46.9, 13.7); ( 419254.8, 3737790.5, 43.6, 54.6, 13.7); ( 419274.8, 3737790.5, 44.4, 54.6, 13.7); ( 419294.8, 3737790.5, 44.9, 44.9, 13.7); ( 419314.8, 3737790.5, 45.3, 45.3, 13.7); ( 419334.8, 3737790.5, 45.8, 45.8, 13.7); ( 419354.8, 3737790.5, 46.3, 46.3, 13.7); ( 419374.8, 3737790.5, 46.8, 46.8, 13.7); ( 419394.8, 3737790.5, 47.1, 47.1, 13.7); ( 419414.8, 3737790.5, 47.3, 47.3, 13.7); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 20 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419434.8, 3737790.5, 47.4, 47.4, 13.7); ( 419454.8, 3737790.5, 47.4, 47.4, 13.7); ( 419474.8, 3737790.5, 47.2, 47.2, 13.7); ( 419494.8, 3737790.5, 46.9, 46.9, 13.7); ( 419514.8, 3737790.5, 46.8, 46.8, 13.7); ( 419534.8, 3737790.5, 47.0, 47.0, 13.7); ( 419554.8, 3737790.5, 46.9, 46.9, 13.7); ( 419574.8, 3737790.5, 47.0, 47.0, 13.7); ( 419594.8, 3737790.5, 47.1, 47.1, 13.7); ( 419614.8, 3737790.5, 47.1, 47.1, 13.7); ( 419634.8, 3737790.5, 46.8, 46.8, 13.7); ( 419654.8, 3737790.5, 46.9, 46.9, 13.7); ( 419274.8, 3737810.5, 44.5, 54.6, 13.7); ( 419294.8, 3737810.5, 44.9, 54.6, 13.7); ( 419314.8, 3737810.5, 45.2, 45.2, 13.7); ( 419334.8, 3737810.5, 45.6, 45.6, 13.7); ( 419354.8, 3737810.5, 46.2, 46.2, 13.7); ( 419374.8, 3737810.5, 46.7, 46.7, 13.7); ( 419394.8, 3737810.5, 47.0, 47.0, 13.7); ( 419414.8, 3737810.5, 47.2, 47.2, 13.7); ( 419434.8, 3737810.5, 47.4, 47.4, 13.7); ( 419454.8, 3737810.5, 47.4, 47.4, 13.7); ( 419474.8, 3737810.5, 47.1, 47.1, 13.7); ( 419494.8, 3737810.5, 46.8, 46.8, 13.7); ( 419514.8, 3737810.5, 46.8, 46.8, 13.7); ( 419534.8, Page 53 MainPlace r.ADO 3737810.5, 47.0, 47.0, 13.7); ( 419554.8, 3737810.5, 47.1, 47.1, 13.7); ( 419574.8, 3737810.5, 47.2, 47.2, 13.7); ( 419594.8, 3737810.5, 47.3, 47.3, 13.7); ( 419614.8, 3737810.5, 47.3, 47.3, 13.7); ( 419634.8, 3737810.5, 46.9, 46.9, 13.7); ( 419654.8, 3737810.5, 47.1, 47.1, 13.7); ( 419294.8, 3737830.5, 44.6, 54.6, 13.7); ( 419314.8, 3737830.5, 44.9, 54.6, 13.7); ( 419334.8, 3737830.5, 45.4, 45.4, 13.7); ( 419354.8, 3737830.5, 45.9, 45.9, 13.7); ( 419374.8, 3737830.5, 46.3, 46.3, 13.7); ( 419394.8, 3737830.5, 46.5, 46.5, 13.7); ( 419414.8, 3737830.5, 46.7, 46.7, 13.7); ( 419434.8, 3737830.5, 47.3, 47.3, 13.7); ( 419454.8, 3737830.5, 47.4, 47.4, 13.7); ( 419474.8, 3737830.5, 47.0, 47.0, 13.7); ( 419494.8, 3737830.5, 46.7, 46.7, 13.7); ( 419514.8, 3737830.5, 46.8, 46.8, 13.7); ( 419534.8, 3737830.5, 47.0, 47.0, 13.7); ( 419554.8, 3737830.5, 47.2, 47.2, 13.7); ( 419574.8, 3737830.5, 47.4, 47.4, 13.7); ( 419594.8, 3737830.5, 47.4, 47.4, 13.7); ( 419614.8, 3737830.5, 47.1, 47.1, 13.7); ( 419634.8, 3737830.5, 46.8, 46.8, 13.7); ( 419654.8, 3737830.5, 47.0, 47.0, 13.7); ( 419314.8, 3737850.5, 44.8, 54.6, 13.7); ( 419334.8, 3737850.5, 45.2, 45.2, 13.7); ( 419354.8, 3737850.5, 45.6, 45.6, 13.7); ( 419374.8, 3737850.5, 45.9, 45.9, 13.7); ( 419394.8, 3737850.5, 46.0, 46.0, 13.7); ( 419414.8, 3737850.5, 46.2, 46.2, 13.7); ( 419434.8, 3737850.5, 46.8, 46.8, 13.7); ( 419454.8, 3737850.5, 47.0, 47.0, 13.7); ( 419474.8, 3737850.5, 46.8, 46.8, 13.7); ( 419494.8, 3737850.5, 46.7, 46.7, 13.7); ( 419514.8, 3737850.5, 46.9, 46.9, 13.7); ( 419534.8, 3737850.5, 47.1, 47.1, 13.7); ( 419554.8, 3737850.5, 47.2, 47.2, 13.7); ( 419574.8, 3737850.5, 47.3, 47.3, 13.7); ( 419594.8, 3737850.5, 47.3, 47.3, 13.7); ( 419614.8, 3737850.5, 47.1, 47.1, 13.7); ( 419634.8, 3737850.5, 46.9, 46.9, 13.7); ( 419654.8, 3737850.5, 47.0, 47.0, 13.7); ( 419514.8, 3737870.5, 47.4, 47.4, 13.7); ( 419534.8, 3737870.5, 47.4, 47.4, 13.7); ( 419554.8, 3737870.5, 47.2, 47.2, 13.7); ( 419574.8, 3737870.5, 47.1, 47.1, 13.7); ( 419594.8, Page 54 MainPlace r.ADO 3737870.5, 47.1, 47.1, 13.7); ( 419614.8, 3737870.5, 47.1, 47.1, 13.7); ( 419634.8, 3737870.5, 47.1, 47.1, 13.7); ( 419654.8, 3737870.5, 47.2, 47.2, 13.7); ( 419514.8, 3737890.5, 43.3, 47.4, 13.7); ( 419534.8, 3737890.5, 43.2, 47.4, 13.7); ( 419554.8, 3737890.5, 43.1, 47.4, 13.7); ( 419574.8, 3737890.5, 42.9, 47.4, 13.7); ( 419594.8, 3737890.5, 42.9, 47.1, 13.7); ( 419614.8, 3737890.5, 42.8, 47.1, 13.7); ( 419634.8, 3737890.5, 42.8, 47.2, 13.7); ( 419654.8, 3737890.5, 42.7, 47.2, 13.7); ( 419674.8, 3737890.5, 42.9, 47.2, 13.7); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 21 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* * SOURCE -RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL SOURCE RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) L0000488 419674.8 3737890.5 -1.23 L0000489 419674.8 3737890.5 -10.81 L0007134 419514.8 3737890.5 -9.52 L0007135 419534.8 3737890.5 -9.31 L0007136 419554.8 3737890.5 -9.09 L0007137 419574.8 3737890.5 -8.88 L0007138 419594.8 3737890.5 -8.67 Page 55 MainPlace_r.ADO L0007139 419614.8 3737890.5 -8.45 L0007140 419634.8 3737890.5 -8.24 L0007141 419654.8 3737890.5 -8.03 L0007142 419674.8 3737890.5 -7.81 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 22 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 56 MainPlace_r.ADO View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 23 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJU* *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** Surface file: KSNA_V9 ADJU\KSNA_v9.SFC Met Version: 16216 Profile file: KSNA V9 ADJU\KSNA v9.PFL Surface format: FREE Profile format: FREE Surface station no.: 93184 Upper air station no.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2012 Year: 2012 First 24 hours of scalar data YR MO DY JOY HR HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO - - - REF WS - - - - WD - - HT REF TA HT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 - - - - 01 1 - - 01 - - - - - - - - - - -4.5 0.082 -9.000 -9.000 -999. 56. 11.0 0.12 2.65 1.00 0.87 62. 5.8 283.8 2.0 12 01 01 1 02 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 27. 5.8 283.1 2.0 12 01 01 1 03 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 336. 5.8 283.1 2.0 12 01 01 1 04 -3.3 0.070 -9.000 -9.000 -999. 45. 9.7 0.12 2.65 1.00 0.74 34. 5.8 283.1 2.0 12 01 01 1 05 -3.0 0.068 -9.000 -9.000 -999. 42. 9.4 0.12 2.65 1.00 0.70 154. 5.8 282.5 2.0 12 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. -99999.0 0.12 2.65 1.00 0.00 0. 5.8 282.0 2.0 12 01 01 1 07 -2.0 0.059 -9.000 -9.000 -999. 34. 9.0 0.12 2.65 1.00 0.55 343. 5.8 281.4 2.0 12 01 01 1 08 -2.6 0.066 -9.000 -9.000 -999. 40. 9.7 0.12 2.65 0.53 0.69 25. 5.8 281.4 2.0 12 01 01 1 09 21.6 0.133 0.252 0.010 27. 116. -9.9 0.12 2.65 0.31 1.03 344. 5.8 282.5 2.0 12 01 01 1 10 115.6 0.162 0.713 0.008 114. 156. -3.3 0.12 2.65 0.24 1.06 233. 5.8 286.4 2.0 Page 57 MainPlace_r.ADO 12 01 01 1 11 160.9 0.126 1.129 0.005 325 0.21 0.67 261. 5.8 291.4 2.0 12 01 01 1 12 187.0 0.138 1.467 0.005 614 0.20 0.75 252. 5.8 294.9 2.0 12 01 01 1 13 186.9 0.189 1.755 0.005 1051 0.20 1.23 280. 5.8 297.5 2.0 12 01 01 1 14 168.3 0.247 1.857 0.005 1383 0.21 1.86 268. 5.8 299.2 2.0 12 01 01 1 15 115.3 0.275 1.688 0.005 1517 0.24 2.25 248. 5.8 298.1 2.0 12 01 01 1 16 41.5 0.262 1.211 0.005 1552 0.33 2.32 227. 5.8 295.9 2.0 12 01 01 1 17 -17.9 0.217 -9.000 -9.000 -999 0.60 2.18 227. 5.8 292.5 2.0 12 01 01 1 18 -24.7 0.250 -9.000 -9.000 -999 1.00 2.50 219. 5.8 288.8 2.0 12 01 01 1 19 -5.2 0.088 -9.000 -9.000 -999 1.00 0.94 201. 5.8 287.5 2.0 12 01 01 1 20 -3.5 0.073 -9.000 -9.000 -999 1.00 0.77 259. 5.8 287.0 2.0 12 01 01 1 21 -2.6 0.064 -9.000 -9.000 -999 1.00 0.65 264. 5.8 286.4 2.0 12 01 01 1 22 -4.4 0.081 -9.000 -9.000 -999 1.00 0.86 211. 5.8 285.9 2.0 12 01 01 1 23 -4.2 0.079 -9.000 -9.000 -999 1.00 0.84 247. 5.8 284.9 2.0 12 01 01 1 24 -7.1 0.103 -9.000 -9.000 -999 1.00 1.09 236. 5.8 283.8 2.0 108. -1.1 0.12 2.65 123. -1.3 0.12 2.65 197. -3.3 0.12 2.65 295. -8.1 0.12 2.65 346. -16.3 0.12 2.65 322. -39.2 0.12 2.65 244. 52.0 0.12 2.65 300. 68.7 0.12 2.65 91. 12.0 0.12 2.65 47. 10.0 0.12 2.65 39. 9.1 0.12 2.65 55. 10.9 0.12 2.65 53. 10.7 0.12 2.65 80. 14.1 0.12 2.65 First hour of profile data YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 5.8 1 62. 0.87 283.8 99.0 -99.00 -99.00 F indicates top of profile (=1) or below (=0) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 24 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 Page 58 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.01537 419414.82 3737330.46 0.01518 419434.82 3737330.46 0.01479 419454.82 3737330.46 0.01428 419474.82 3737330.46 0.01371 419494.82 3737330.46 0.01329 419514.82 3737330.46 0.01294 419534.82 3737330.46 0.01257 419554.82 3737330.46 0.01217 419574.82 3737330.46 0.01170 419594.82 3737330.46 0.01120 419614.82 3737330.46 0.01071 419634.82 3737330.46 0.01022 419654.82 3737330.46 0.00981 419374.82 3737350.46 0.01529 419394.82 3737350.46 0.01510 419414.82 3737350.46 0.01471 419434.82 3737350.46 0.01423 419454.82 3737350.46 0.01371 419474.82 3737350.46 0.01315 419494.82 3737350.46 0.01282 419514.82 3737350.46 0.01248 419534.82 3737350.46 0.01198 419554.82 3737350.46 0.01154 419574.82 3737350.46 0.01109 419594.82 3737350.46 0.01065 419614.82 3737350.46 0.01022 419634.82 3737350.46 0.00981 419654.82 3737350.46 0.00949 419374.82 3737370.46 0.01511 419394.82 3737370.46 0.01477 419414.82 3737370.46 0.01427 Page 59 MainPlace_r.ADO 419434.82 3737370.46 0.01374 419454.82 3737370.46 0.01324 419474.82 3737370.46 0.01271 419494.82 3737370.46 0.01248 419514.82 3737370.46 0.01227 419534.82 3737370.46 0.01185 419554.82 3737370.46 0.01139 419574.82 3737370.46 0.01096 419594.82 3737370.46 0.01053 419614.82 3737370.46 0.01008 419634.82 3737370.46 0.00970 419654.82 3737370.46 0.00939 419354.82 3737390.46 0.01488 419374.82 3737390.46 0.01477 419394.82 3737390.46 0.01437 419414.82 3737390.46 0.01384 419434.82 3737390.46 0.01330 419454.82 3737390.46 0.01280 419474.82 3737390.46 0.01230 419494.82 3737390.46 0.01203 419514.82 3737390.46 0.01181 419534.82 3737390.46 0.01145 419554.82 3737390.46 0.01102 419574.82 3737390.46 0.01064 419594.82 3737390.46 0.01025 419614.82 3737390.46 0.00988 419634.82 3737390.46 0.00956 419654.82 3737390.46 0.00931 419354.82 3737410.46 0.01444 419374.82 3737410.46 0.01433 419394.82 3737410.46 0.01393 419414.82 3737410.46 0.01342 419434.82 3737410.46 0.01289 419454.82 3737410.46 0.01241 419474.82 3737410.46 0.01193 419494.82 3737410.46 0.01154 419514.82 3737410.46 0.01121 419534.82 3737410.46 0.01090 419554.82 3737410.46 0.01056 419574.82 3737410.46 0.01022 419594.82 3737410.46 0.00992 419614.82 3737410.46 0.00966 419634.82 3737410.46 0.00944 419654.82 3737410.46 0.00924 419334.82 3737430.46 0.01433 419354.82 3737430.46 0.01403 419374.82 3737430.46 0.01385 419394.82 3737430.46 0.01343 Page 60 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 25 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 3737430.46 - - - - - - 0.01296 419434.82 3737430.46 0.01246 419454.82 3737430.46 0.01184 419474.82 3737430.46 0.01145 419494.82 3737430.46 0.01115 419514.82 3737430.46 0.01087 419534.82 3737430.46 0.01059 419554.82 3737430.46 0.01033 419574.82 3737430.46 0.01008 419594.82 3737430.46 0.00989 419614.82 3737430.46 0.00972 419634.82 3737430.46 0.00954 419654.82 3737430.46 0.00922 419334.82 3737450.46 0.01393 419354.82 3737450.46 0.01364 419374.82 3737450.46 0.01338 419394.82 3737450.46 0.01297 419414.82 3737450.46 0.01251 419434.82 3737450.46 0.01203 419454.82 Page 61 MainPlace_r.ADO 3737450.46 0.01148 419474.82 3737450.46 0.01116 419494.82 3737450.46 0.01090 419514.82 3737450.46 0.01065 419534.82 3737450.46 0.01038 419554.82 3737450.46 0.01014 419574.82 3737450.46 0.00995 419594.82 3737450.46 0.00981 419614.82 3737450.46 0.00968 419634.82 3737450.46 0.00951 419654.82 3737450.46 0.00915 419314.82 3737470.46 0.01428 419334.82 3737470.46 0.01360 419354.82 3737470.46 0.01328 419374.82 3737470.46 0.01295 419394.82 3737470.46 0.01253 419414.82 3737470.46 0.01206 419434.82 3737470.46 0.01159 419454.82 3737470.46 0.01131 419474.82 3737470.46 0.01101 419494.82 3737470.46 0.01077 419514.82 3737470.46 0.01054 419534.82 3737470.46 0.01028 419554.82 3737470.46 0.01001 419574.82 3737470.46 0.00984 419594.82 3737470.46 0.00971 419614.82 3737470.46 0.00957 419634.82 3737470.46 0.00938 419654.82 3737470.46 0.00906 419314.82 3737490.46 0.01380 419334.82 3737490.46 0.01324 419354.82 3737490.46 0.01271 419374.82 3737490.46 0.01245 419394.82 3737490.46 0.01211 419414.82 3737490.46 0.01175 419434.82 3737490.46 0.01142 419454.82 3737490.46 0.01116 419474.82 3737490.46 0.01089 419494.82 3737490.46 0.01064 419514.82 3737490.46 0.01040 419534.82 3737490.46 0.01018 419554.82 3737490.46 0.00993 419574.82 3737490.46 0.00975 419594.82 3737490.46 0.00958 419614.82 3737490.46 0.00940 419634.82 3737490.46 0.00923 419654.82 3737490.46 0.00893 419294.82 3737510.46 0.01379 419314.82 Page 62 3737510.46 0.01334 419334.82 3737510.46 3737510.46 0.01227 419374.82 3737510.46 3737510.46 0.01179 419414.82 3737510.46 3737510.46 0.01128 419454.82 3737510.46 3737510.46 0.01078 419494.82 3737510.46 3737510.46 0.01031 419534.82 3737510.46 3737510.46 0.00988 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 0.01287 419354.82 0.01206 419394.82 0.01152 419434.82 0.01102 419474.82 0.01054 419514.82 0.01012 419554.82 *** C:\Lakes\AERMOD *** 12/28/18 *** 15:29:02 PAGE 26 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) - - - - - - - - - CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - 3737510.46 - - - - - - 0.00967 419594.82 3737510.46 0.00947 419614.82 3737510.46 0.00923 419634.82 3737510.46 0.00900 419654.82 3737510.46 0.00874 419294.82 3737530.46 0.01354 Page 63 MainPlace_r.ADO 419314.82 3737530.46 0.01303 419334.82 3737530.46 0.01251 419354.82 3737530.46 0.01204 419374.82 3737530.46 0.01182 419394.82 3737530.46 0.01159 419414.82 3737530.46 0.01136 419434.82 3737530.46 0.01112 419454.82 3737530.46 0.01091 419474.82 3737530.46 0.01068 419494.82 3737530.46 0.01046 419514.82 3737530.46 0.01026 419534.82 3737530.46 0.01014 419554.82 3737530.46 0.00986 419574.82 3737530.46 0.00962 419594.82 3737530.46 0.00936 419614.82 3737530.46 0.00906 419634.82 3737530.46 0.00867 419654.82 3737530.46 0.00847 419274.82 3737550.46 0.01399 419294.82 3737550.46 0.01343 419314.82 3737550.46 0.01287 419334.82 3737550.46 0.01234 419354.82 3737550.46 0.01187 419374.82 3737550.46 0.01164 419394.82 3737550.46 0.01143 419414.82 3737550.46 0.01122 419434.82 3737550.46 0.01100 419454.82 3737550.46 0.01078 419474.82 3737550.46 0.01057 419494.82 3737550.46 0.01034 419514.82 3737550.46 0.01014 419534.82 3737550.46 0.00997 419554.82 3737550.46 0.00974 419574.82 3737550.46 0.00950 419594.82 3737550.46 0.00924 419614.82 3737550.46 0.00894 419634.82 3737550.46 0.00861 419654.82 3737550.46 0.00845 419274.82 3737570.46 0.01397 419294.82 3737570.46 0.01334 419314.82 3737570.46 0.01275 419334.82 3737570.46 0.01222 419354.82 3737570.46 0.01173 419374.82 3737570.46 0.01151 419394.82 3737570.46 0.01130 419414.82 3737570.46 0.01109 419434.82 3737570.46 0.01088 419454.82 3737570.46 0.01067 Page 64 MainPlace_r.ADO 419474.82 3737570.46 0.01045 419494.82 3737570.46 0.01023 419514.82 3737570.46 0.01002 419534.82 3737570.46 0.00985 419554.82 3737570.46 0.00963 419574.82 3737570.46 0.00940 419594.82 3737570.46 0.00913 419614.82 3737570.46 0.00883 419634.82 3737570.46 0.00854 419654.82 3737570.46 0.00841 419254.82 3737590.46 0.01463 419274.82 3737590.46 0.01390 419294.82 3737590.46 0.01326 419314.82 3737590.46 0.01268 419334.82 3737590.46 0.01215 419354.82 3737590.46 0.01164 419374.82 3737590.46 0.01144 419394.82 3737590.46 0.01121 419414.82 3737590.46 0.01098 419434.82 3737590.46 0.01077 419454.82 3737590.46 0.01056 419474.82 3737590.46 0.01034 419494.82 3737590.46 0.01013 419514.82 3737590.46 0.00994 419534.82 3737590.46 0.00984 419554.82 3737590.46 0.00957 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 27 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** Page 65 *** DISCRETE CARTESIAN RECEPTOR POINTS MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.00932 419594.82 3737590.46 0.00904 419614.82 3737590.46 0.00872 419634.82 3737590.46 0.00840 419654.82 3737590.46 0.00831 419254.82 3737610.46 0.01460 419274.82 3737610.46 0.01393 419294.82 3737610.46 0.01331 419314.82 3737610.46 0.01273 419334.82 3737610.46 0.01219 419354.82 3737610.46 0.01166 419374.82 3737610.46 0.01136 419394.82 3737610.46 0.01110 419414.82 3737610.46 0.01087 419434.82 3737610.46 0.01066 419454.82 3737610.46 0.01045 419474.82 3737610.46 0.01024 419494.82 3737610.46 0.01003 419514.82 3737610.46 0.00984 419534.82 3737610.46 0.00969 419554.82 3737610.46 0.00950 419574.82 3737610.46 0.00925 419594.82 3737610.46 0.00900 419614.82 3737610.46 0.00874 419634.82 3737610.46 0.00838 419654.82 3737610.46 0.00832 419254.82 3737630.46 0.01455 419274.82 3737630.46 0.01400 419294.82 3737630.46 0.01342 419314.82 3737630.46 0.01284 419334.82 3737630.46 0.01228 419354.82 3737630.46 0.01174 419374.82 3737630.46 0.01132 419394.82 3737630.46 0.01102 419414.82 3737630.46 0.01077 419434.82 3737630.46 0.01056 419454.82 3737630.46 0.01035 419474.82 3737630.46 0.01014 419494.82 3737630.46 0.00994 419514.82 3737630.46 0.00973 419534.82 3737630.46 0.00954 419554.82 Page 66 MainPlace r.ADO 3737630.46 0.00940 419574.82 3737630.46 0.00918 419594.82 3737630.46 0.00897 419614.82 3737630.46 0.00879 419634.82 3737630.46 0.00844 419654.82 3737630.46 0.00837 419234.82 3737650.46 0.01498 419254.82 3737650.46 0.01447 419274.82 3737650.46 0.01403 419294.82 3737650.46 0.01356 419314.82 3737650.46 0.01301 419334.82 3737650.46 0.01244 419354.82 3737650.46 0.01191 419374.82 3737650.46 0.01145 419394.82 3737650.46 0.01103 419414.82 3737650.46 0.01069 419434.82 3737650.46 0.01047 419454.82 3737650.46 0.01026 419474.82 3737650.46 0.01005 419494.82 3737650.46 0.00985 419514.82 3737650.46 0.00964 419534.82 3737650.46 0.00944 419554.82 3737650.46 0.00926 419574.82 3737650.46 0.00909 419594.82 3737650.46 0.00896 419614.82 3737650.46 0.00885 419634.82 3737650.46 0.00864 419654.82 3737650.46 0.00844 419234.82 3737670.46 0.01480 419254.82 3737670.46 0.01431 419274.82 3737670.46 0.01392 419294.82 3737670.46 0.01347 419314.82 3737670.46 0.01296 419334.82 3737670.46 0.01240 419354.82 3737670.46 0.01187 419374.82 3737670.46 0.01141 419394.82 3737670.46 0.01096 419414.82 3737670.46 0.01060 419434.82 3737670.46 0.01038 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 28 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER Page 67 5 MainPlace r.ADO YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 - - - - - - 0.01018 419474.82 3737670.46 0.00997 419494.82 3737670.46 0.00977 419514.82 3737670.46 0.00956 419534.82 3737670.46 0.00936 419554.82 3737670.46 0.00917 419574.82 3737670.46 0.00903 419594.82 3737670.46 0.00892 419614.82 3737670.46 0.00883 419634.82 3737670.46 0.00867 419654.82 3737670.46 0.00844 419234.82 3737690.46 0.01450 419254.82 3737690.46 0.01413 419274.82 3737690.46 0.01374 419294.82 3737690.46 0.01328 419314.82 3737690.46 0.01279 419334.82 3737690.46 0.01228 419354.82 3737690.46 0.01174 419374.82 3737690.46 0.01130 419394.82 3737690.46 0.01085 419414.82 3737690.46 0.01050 419434.82 3737690.46 0.01029 419454.82 3737690.46 0.01010 419474.82 3737690.46 0.00990 419494.82 3737690.46 0.00970 419514.82 3737690.46 0.00950 419534.82 3737690.46 0.00929 419554.82 3737690.46 0.00911 Page 68 MainPlace_r.ADO 419574.82 3737690.46 0.00898 419594.82 3737690.46 0.00887 419614.82 3737690.46 0.00879 419634.82 3737690.46 0.00864 419654.82 3737690.46 0.00843 419234.82 3737710.46 0.01444 419254.82 3737710.46 0.01404 419274.82 3737710.46 0.01362 419294.82 3737710.46 0.01316 419314.82 3737710.46 0.01269 419334.82 3737710.46 0.01219 419354.82 3737710.46 0.01168 419374.82 3737710.46 0.01120 419394.82 3737710.46 0.01075 419414.82 3737710.46 0.01041 419434.82 3737710.46 0.01023 419454.82 3737710.46 0.01004 419474.82 3737710.46 0.00985 419494.82 3737710.46 0.00964 419514.82 3737710.46 0.00943 419534.82 3737710.46 0.00919 419554.82 3737710.46 0.00906 419574.82 3737710.46 0.00892 419594.82 3737710.46 0.00879 419614.82 3737710.46 0.00872 419634.82 3737710.46 0.00855 419654.82 3737710.46 0.00841 419234.82 3737730.46 0.01453 419254.82 3737730.46 0.01401 419274.82 3737730.46 0.01354 419294.82 3737730.46 0.01307 419314.82 3737730.46 0.01260 419334.82 3737730.46 0.01211 419354.82 3737730.46 0.01161 419374.82 3737730.46 0.01113 419394.82 3737730.46 0.01070 419414.82 3737730.46 0.01037 419434.82 3737730.46 0.01016 419454.82 3737730.46 0.00997 419474.82 3737730.46 0.00981 419494.82 3737730.46 0.00965 419514.82 3737730.46 0.00946 419534.82 3737730.46 0.00923 419554.82 3737730.46 0.00908 419574.82 3737730.46 0.00892 419594.82 3737730.46 0.00877 419614.82 3737730.46 0.00864 419634.82 3737730.46 0.00851 Page 69 419654.82 3737730.46 3737750.46 0.01477 419254.82 3737750.46 3737750.46 0.01349 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.00836 MoyC[oll *** C:\Lakes\AERMOD *** *** 15:29:02 PAGE 29 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 419234.82 419274.82 12/28/18 *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - 0.01301 419314.82 3737750.46 0.01254 419334.82 3737750.46 0.01205 419354.82 3737750.46 0.01154 419374.82 3737750.46 0.01108 419394.82 3737750.46 0.01068 419414.82 3737750.46 0.01036 419434.82 3737750.46 0.01010 419454.82 3737750.46 0.00990 419474.82 3737750.46 0.00980 419494.82 3737750.46 0.00969 419514.82 3737750.46 0.00954 419534.82 3737750.46 0.00933 419554.82 3737750.46 0.00914 419574.82 3737750.46 0.00896 419594.82 Page 70 MainPlace_r.ADO 3737750.46 0.00877 419614.82 3737750.46 0.00858 419634.82 3737750.46 0.00851 419654.82 3737750.46 0.00830 419234.82 3737770.46 0.01488 419254.82 3737770.46 0.01449 419274.82 3737770.46 0.01363 419294.82 3737770.46 0.01301 419314.82 3737770.46 0.01248 419334.82 3737770.46 0.01198 419354.82 3737770.46 0.01144 419374.82 3737770.46 0.01096 419394.82 3737770.46 0.01060 419414.82 3737770.46 0.01032 419434.82 3737770.46 0.01006 419454.82 3737770.46 0.00986 419474.82 3737770.46 0.00976 419494.82 3737770.46 0.00966 419514.82 3737770.46 0.00953 419534.82 3737770.46 0.00930 419554.82 3737770.46 0.00917 419574.82 3737770.46 0.00898 419594.82 3737770.46 0.00876 419614.82 3737770.46 0.00860 419634.82 3737770.46 0.00852 419654.82 3737770.46 0.00834 419254.82 3737790.46 0.01460 419274.82 3737790.46 0.01365 419294.82 3737790.46 0.01301 419314.82 3737790.46 0.01247 419334.82 3737790.46 0.01196 419354.82 3737790.46 0.01141 419374.82 3737790.46 0.01093 419394.82 3737790.46 0.01057 419414.82 3737790.46 0.01030 419434.82 3737790.46 0.01003 419454.82 3737790.46 0.00984 419474.82 3737790.46 0.00974 419494.82 3737790.46 0.00964 419514.82 3737790.46 0.00950 419534.82 3737790.46 0.00926 419554.82 3737790.46 0.00913 419574.82 3737790.46 0.00893 419594.82 3737790.46 0.00872 419614.82 3737790.46 0.00858 419634.82 3737790.46 0.00851 419654.82 3737790.46 0.00834 419274.82 3737810.46 0.01354 419294.82 Page 71 3737810.46 0.01301 419314.82 3737810.46 3737810.46 0.01198 419354.82 3737810.46 3737810.46 0.01095 419394.82 3737810.46 3737810.46 0.01029 419434.82 3737810.46 3737810.46 0.00982 419474.82 3737810.46 3737810.46 0.00965 419514.82 3737810.46 3737810.46 0.00923 419554.82 3737810.46 3737810.46 0.00885 419594.82 3737810.46 3737810.46 0.00854 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc MainPlace r.ADO 0.01251 419334.82 0.01144 419374.82 0.01058 419414.82 0.01002 419454.82 0.00975 419494.82 0.00946 419534.82 0.00903 419574.82 0.00868 419614.82 *** C:\Lakes\AERMOD *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 30 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.00849 419654.82 3737810.46 0.00831 Page 72 MainPlace_r.ADO 419294.82 3737830.46 0.01314 419314.82 3737830.46 0.01265 419334.82 3737830.46 0.01209 419354.82 3737830.46 0.01154 419374.82 3737830.46 0.01111 419394.82 3737830.46 0.01078 419414.82 3737830.46 0.01046 419434.82 3737830.46 0.01004 419454.82 3737830.46 0.00981 419474.82 3737830.46 0.00976 419494.82 3737830.46 0.00968 419514.82 3737830.46 0.00948 419534.82 3737830.46 0.00925 419554.82 3737830.46 0.00902 419574.82 3737830.46 0.00882 419594.82 3737830.46 0.00867 419614.82 3737830.46 0.00860 419634.82 3737830.46 0.00854 419654.82 3737830.46 0.00836 419314.82 3737850.46 0.01269 419334.82 3737850.46 0.01216 419354.82 3737850.46 0.01168 419374.82 3737850.46 0.01129 419394.82 3737850.46 0.01098 419414.82 3737850.46 0.01065 419434.82 3737850.46 0.01020 419454.82 3737850.46 0.00995 419474.82 3737850.46 0.00986 419494.82 3737850.46 0.00971 419514.82 3737850.46 0.00944 419534.82 3737850.46 0.00923 419554.82 3737850.46 0.00904 419574.82 3737850.46 0.00887 419594.82 3737850.46 0.00873 419614.82 3737850.46 0.00865 419634.82 3737850.46 0.00856 419654.82 3737850.46 0.00839 419514.82 3737870.46 0.00934 419534.82 3737870.46 0.00919 419554.82 3737870.46 0.00911 419574.82 3737870.46 0.00899 419594.82 3737870.46 0.00884 419614.82 3737870.46 0.00870 419634.82 3737870.46 0.00856 419654.82 3737870.46 0.00842 419514.82 3737890.46 0.01076 419534.82 3737890.46 0.01058 419554.82 3737890.46 0.01044 Page 73 419574.82 3737890.46 3737890.46 0.01015 419614.82 3737890.46 3737890.46 0.00988 419654.82 3737890.46 3737890.46 0.00955 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01030 419594.82 Moll--- �----yjlF:i9 0.00976 419674.82 *** C:\Lakes\AERMOD *** 12/28/18 *** 15:29:02 PAGE 31 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.01537 419414.82 3737330.46 0.01518 419434.82 3737330.46 0.01479 419454.82 3737330.46 0.01428 419474.82 3737330.46 0.01371 419494.82 3737330.46 0.01329 419514.82 3737330.46 0.01294 419534.82 3737330.46 0.01257 419554.82 3737330.46 0.01217 419574.82 3737330.46 0.01170 419594.82 3737330.46 0.01120 419614.82 3737330.46 0.01071 419634.82 3737330.46 0.01022 419654.82 Page 74 MainPlace_r.ADO 3737330.46 0.00981 419374.82 3737350.46 0.01529 419394.82 3737350.46 0.01510 419414.82 3737350.46 0.01471 419434.82 3737350.46 0.01423 419454.82 3737350.46 0.01371 419474.82 3737350.46 0.01315 419494.82 3737350.46 0.01282 419514.82 3737350.46 0.01248 419534.82 3737350.46 0.01198 419554.82 3737350.46 0.01154 419574.82 3737350.46 0.01109 419594.82 3737350.46 0.01065 419614.82 3737350.46 0.01022 419634.82 3737350.46 0.00981 419654.82 3737350.46 0.00949 419374.82 3737370.46 0.01511 419394.82 3737370.46 0.01477 419414.82 3737370.46 0.01427 419434.82 3737370.46 0.01374 419454.82 3737370.46 0.01324 419474.82 3737370.46 0.01271 419494.82 3737370.46 0.01248 419514.82 3737370.46 0.01227 419534.82 3737370.46 0.01185 419554.82 3737370.46 0.01139 419574.82 3737370.46 0.01096 419594.82 3737370.46 0.01053 419614.82 3737370.46 0.01008 419634.82 3737370.46 0.00970 419654.82 3737370.46 0.00939 419354.82 3737390.46 0.01488 419374.82 3737390.46 0.01477 419394.82 3737390.46 0.01437 419414.82 3737390.46 0.01384 419434.82 3737390.46 0.01330 419454.82 3737390.46 0.01280 419474.82 3737390.46 0.01230 419494.82 3737390.46 0.01203 419514.82 3737390.46 0.01181 419534.82 3737390.46 0.01145 419554.82 3737390.46 0.01102 419574.82 3737390.46 0.01064 419594.82 3737390.46 0.01025 419614.82 3737390.46 0.00988 419634.82 3737390.46 0.00956 419654.82 3737390.46 0.00931 419354.82 3737410.46 0.01444 419374.82 Page 75 MainPlace_r.ADO 3737410.46 0.01433 419394.82 3737410.46 0.01393 419414.82 3737410.46 0.01342 419434.82 3737410.46 0.01289 419454.82 3737410.46 0.01241 419474.82 3737410.46 0.01193 419494.82 3737410.46 0.01154 419514.82 3737410.46 0.01121 419534.82 3737410.46 0.01090 419554.82 3737410.46 0.01056 419574.82 3737410.46 0.01022 419594.82 3737410.46 0.00992 419614.82 3737410.46 0.00966 419634.82 3737410.46 0.00944 419654.82 3737410.46 0.00924 419334.82 3737430.46 0.01433 419354.82 3737430.46 0.01403 419374.82 3737430.46 0.01385 419394.82 3737430.46 0.01343 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 32 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 76 MainPlace_r.ADO 419414.82 3737430.46 0.01296 419434.82 3737430.46 0.01246 419454.82 3737430.46 0.01184 419474.82 3737430.46 0.01145 419494.82 3737430.46 0.01115 419514.82 3737430.46 0.01087 419534.82 3737430.46 0.01059 419554.82 3737430.46 0.01033 419574.82 3737430.46 0.01008 419594.82 3737430.46 0.00989 419614.82 3737430.46 0.00972 419634.82 3737430.46 0.00954 419654.82 3737430.46 0.00922 419334.82 3737450.46 0.01393 419354.82 3737450.46 0.01364 419374.82 3737450.46 0.01338 419394.82 3737450.46 0.01297 419414.82 3737450.46 0.01251 419434.82 3737450.46 0.01203 419454.82 3737450.46 0.01148 419474.82 3737450.46 0.01116 419494.82 3737450.46 0.01090 419514.82 3737450.46 0.01065 419534.82 3737450.46 0.01038 419554.82 3737450.46 0.01014 419574.82 3737450.46 0.00995 419594.82 3737450.46 0.00981 419614.82 3737450.46 0.00968 419634.82 3737450.46 0.00951 419654.82 3737450.46 0.00915 419314.82 3737470.46 0.01428 419334.82 3737470.46 0.01360 419354.82 3737470.46 0.01328 419374.82 3737470.46 0.01295 419394.82 3737470.46 0.01253 419414.82 3737470.46 0.01206 419434.82 3737470.46 0.01159 419454.82 3737470.46 0.01131 419474.82 3737470.46 0.01101 419494.82 3737470.46 0.01077 419514.82 3737470.46 0.01054 419534.82 3737470.46 0.01028 419554.82 3737470.46 0.01001 419574.82 3737470.46 0.00984 419594.82 3737470.46 0.00971 419614.82 3737470.46 0.00957 419634.82 3737470.46 0.00938 419654.82 3737470.46 0.00906 Page 77 MainPlace_r.ADO 419314.82 3737490.46 0.01380 419334.82 3737490.46 0.01324 419354.82 3737490.46 0.01271 419374.82 3737490.46 0.01245 419394.82 3737490.46 0.01211 419414.82 3737490.46 0.01175 419434.82 3737490.46 0.01142 419454.82 3737490.46 0.01116 419474.82 3737490.46 0.01089 419494.82 3737490.46 0.01064 419514.82 3737490.46 0.01040 419534.82 3737490.46 0.01018 419554.82 3737490.46 0.00993 419574.82 3737490.46 0.00975 419594.82 3737490.46 0.00958 419614.82 3737490.46 0.00940 419634.82 3737490.46 0.00923 419654.82 3737490.46 0.00893 419294.82 3737510.46 0.01379 419314.82 3737510.46 0.01334 419334.82 3737510.46 0.01287 419354.82 3737510.46 0.01227 419374.82 3737510.46 0.01206 419394.82 3737510.46 0.01179 419414.82 3737510.46 0.01152 419434.82 3737510.46 0.01128 419454.82 3737510.46 0.01102 419474.82 3737510.46 0.01078 419494.82 3737510.46 0.01054 419514.82 3737510.46 0.01031 419534.82 3737510.46 0.01012 419554.82 3737510.46 0.00988 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 33 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , Page 78 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737510.46 - - - - - - 0.00967 419594.82 3737510.46 0.00947 419614.82 3737510.46 0.00923 419634.82 3737510.46 0.00900 419654.82 3737510.46 0.00874 419294.82 3737530.46 0.01354 419314.82 3737530.46 0.01303 419334.82 3737530.46 0.01251 419354.82 3737530.46 0.01204 419374.82 3737530.46 0.01182 419394.82 3737530.46 0.01159 419414.82 3737530.46 0.01136 419434.82 3737530.46 0.01112 419454.82 3737530.46 0.01091 419474.82 3737530.46 0.01068 419494.82 3737530.46 0.01046 419514.82 3737530.46 0.01026 419534.82 3737530.46 0.01014 419554.82 3737530.46 0.00986 419574.82 3737530.46 0.00962 419594.82 3737530.46 0.00936 419614.82 3737530.46 0.00906 419634.82 3737530.46 0.00867 419654.82 3737530.46 0.00847 419274.82 3737550.46 0.01399 419294.82 3737550.46 0.01343 419314.82 3737550.46 0.01287 419334.82 3737550.46 0.01234 419354.82 3737550.46 0.01187 419374.82 3737550.46 0.01164 419394.82 3737550.46 0.01143 419414.82 3737550.46 0.01122 419434.82 3737550.46 0.01100 419454.82 3737550.46 0.01078 419474.82 3737550.46 0.01057 419494.82 Page 79 MainPlace_r.ADO 3737550.46 0.01034 419514.82 3737550.46 0.01014 419534.82 3737550.46 0.00997 419554.82 3737550.46 0.00974 419574.82 3737550.46 0.00950 419594.82 3737550.46 0.00924 419614.82 3737550.46 0.00894 419634.82 3737550.46 0.00861 419654.82 3737550.46 0.00845 419274.82 3737570.46 0.01397 419294.82 3737570.46 0.01334 419314.82 3737570.46 0.01275 419334.82 3737570.46 0.01222 419354.82 3737570.46 0.01173 419374.82 3737570.46 0.01151 419394.82 3737570.46 0.01130 419414.82 3737570.46 0.01109 419434.82 3737570.46 0.01088 419454.82 3737570.46 0.01067 419474.82 3737570.46 0.01045 419494.82 3737570.46 0.01023 419514.82 3737570.46 0.01002 419534.82 3737570.46 0.00985 419554.82 3737570.46 0.00963 419574.82 3737570.46 0.00940 419594.82 3737570.46 0.00913 419614.82 3737570.46 0.00883 419634.82 3737570.46 0.00854 419654.82 3737570.46 0.00841 419254.82 3737590.46 0.01463 419274.82 3737590.46 0.01390 419294.82 3737590.46 0.01326 419314.82 3737590.46 0.01268 419334.82 3737590.46 0.01215 419354.82 3737590.46 0.01164 419374.82 3737590.46 0.01144 419394.82 3737590.46 0.01121 419414.82 3737590.46 0.01098 419434.82 3737590.46 0.01077 419454.82 3737590.46 0.01056 419474.82 3737590.46 0.01034 419494.82 3737590.46 0.01013 419514.82 3737590.46 0.00994 419534.82 3737590.46 0.00984 419554.82 3737590.46 0.00957 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** Page 80 MainPlace_r.ADO *** 15:29:02 PAGE 34 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.00932 419594.82 3737590.46 0.00904 419614.82 3737590.46 0.00872 419634.82 3737590.46 0.00840 419654.82 3737590.46 0.00831 419254.82 3737610.46 0.01460 419274.82 3737610.46 0.01393 419294.82 3737610.46 0.01331 419314.82 3737610.46 0.01273 419334.82 3737610.46 0.01219 419354.82 3737610.46 0.01166 419374.82 3737610.46 0.01136 419394.82 3737610.46 0.01110 419414.82 3737610.46 0.01087 419434.82 3737610.46 0.01066 419454.82 3737610.46 0.01045 419474.82 3737610.46 0.01024 419494.82 3737610.46 0.01003 419514.82 3737610.46 0.00984 419534.82 3737610.46 0.00969 419554.82 3737610.46 0.00950 419574.82 3737610.46 0.00925 Page 81 MainPlace_r.ADO 419594.82 3737610.46 0.00900 419614.82 3737610.46 0.00874 419634.82 3737610.46 0.00838 419654.82 3737610.46 0.00832 419254.82 3737630.46 0.01455 419274.82 3737630.46 0.01400 419294.82 3737630.46 0.01342 419314.82 3737630.46 0.01284 419334.82 3737630.46 0.01228 419354.82 3737630.46 0.01174 419374.82 3737630.46 0.01132 419394.82 3737630.46 0.01102 419414.82 3737630.46 0.01077 419434.82 3737630.46 0.01056 419454.82 3737630.46 0.01035 419474.82 3737630.46 0.01014 419494.82 3737630.46 0.00994 419514.82 3737630.46 0.00973 419534.82 3737630.46 0.00954 419554.82 3737630.46 0.00940 419574.82 3737630.46 0.00918 419594.82 3737630.46 0.00897 419614.82 3737630.46 0.00879 419634.82 3737630.46 0.00844 419654.82 3737630.46 0.00837 419234.82 3737650.46 0.01498 419254.82 3737650.46 0.01447 419274.82 3737650.46 0.01403 419294.82 3737650.46 0.01356 419314.82 3737650.46 0.01301 419334.82 3737650.46 0.01244 419354.82 3737650.46 0.01191 419374.82 3737650.46 0.01145 419394.82 3737650.46 0.01103 419414.82 3737650.46 0.01069 419434.82 3737650.46 0.01047 419454.82 3737650.46 0.01026 419474.82 3737650.46 0.01005 419494.82 3737650.46 0.00985 419514.82 3737650.46 0.00964 419534.82 3737650.46 0.00944 419554.82 3737650.46 0.00926 419574.82 3737650.46 0.00909 419594.82 3737650.46 0.00896 419614.82 3737650.46 0.00885 419634.82 3737650.46 0.00864 419654.82 3737650.46 0.00844 419234.82 3737670.46 0.01480 Page 82 419254.82 3737670.46 3737670.46 0.01392 419294.82 3737670.46 3737670.46 0.01296 419334.82 3737670.46 3737670.46 0.01187 419374.82 3737670.46 3737670.46 0.01096 419414.82 3737670.46 3737670.46 0.01038 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01431 419274.82 0.01347 419314.82 0.01240 419354.82 0.01141 419394.82 *** C:\Lakes\AERMOD *** 12/28/18 *** 15:29:02 PAGE 35 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 0.01018 419474.82 3737670.46 0.00997 419494.82 3737670.46 0.00977 419514.82 3737670.46 0.00956 419534.82 3737670.46 0.00936 419554.82 3737670.46 0.00917 419574.82 3737670.46 0.00903 419594.82 3737670.46 0.00892 419614.82 3737670.46 0.00883 419634.82 Page 83 MainPlace_r.ADO 3737670.46 0.00867 419654.82 3737670.46 0.00844 419234.82 3737690.46 0.01450 419254.82 3737690.46 0.01413 419274.82 3737690.46 0.01374 419294.82 3737690.46 0.01328 419314.82 3737690.46 0.01279 419334.82 3737690.46 0.01228 419354.82 3737690.46 0.01174 419374.82 3737690.46 0.01130 419394.82 3737690.46 0.01085 419414.82 3737690.46 0.01050 419434.82 3737690.46 0.01029 419454.82 3737690.46 0.01010 419474.82 3737690.46 0.00990 419494.82 3737690.46 0.00970 419514.82 3737690.46 0.00950 419534.82 3737690.46 0.00929 419554.82 3737690.46 0.00911 419574.82 3737690.46 0.00898 419594.82 3737690.46 0.00887 419614.82 3737690.46 0.00879 419634.82 3737690.46 0.00864 419654.82 3737690.46 0.00843 419234.82 3737710.46 0.01444 419254.82 3737710.46 0.01404 419274.82 3737710.46 0.01362 419294.82 3737710.46 0.01316 419314.82 3737710.46 0.01269 419334.82 3737710.46 0.01219 419354.82 3737710.46 0.01168 419374.82 3737710.46 0.01120 419394.82 3737710.46 0.01075 419414.82 3737710.46 0.01041 419434.82 3737710.46 0.01023 419454.82 3737710.46 0.01004 419474.82 3737710.46 0.00985 419494.82 3737710.46 0.00964 419514.82 3737710.46 0.00943 419534.82 3737710.46 0.00919 419554.82 3737710.46 0.00906 419574.82 3737710.46 0.00892 419594.82 3737710.46 0.00879 419614.82 3737710.46 0.00872 419634.82 3737710.46 0.00855 419654.82 3737710.46 0.00841 419234.82 3737730.46 0.01453 419254.82 3737730.46 0.01401 419274.82 Page 84 MainPlace_r.ADO 3737730.46 0.01354 419294.82 3737730.46 0.01307 419314.82 3737730.46 0.01260 419334.82 3737730.46 0.01211 419354.82 3737730.46 0.01161 419374.82 3737730.46 0.01113 419394.82 3737730.46 0.01070 419414.82 3737730.46 0.01037 419434.82 3737730.46 0.01016 419454.82 3737730.46 0.00997 419474.82 3737730.46 0.00981 419494.82 3737730.46 0.00965 419514.82 3737730.46 0.00946 419534.82 3737730.46 0.00923 419554.82 3737730.46 0.00908 419574.82 3737730.46 0.00892 419594.82 3737730.46 0.00877 419614.82 3737730.46 0.00864 419634.82 3737730.46 0.00851 419654.82 3737730.46 0.00836 419234.82 3737750.46 0.01477 419254.82 3737750.46 0.01404 419274.82 3737750.46 0.01349 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 36 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM_10 IN MICROGRAMS/M**3 ** Page 85 MainPlace_r.ADO X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - - 0.01301 419314.82 3737750.46 0.01254 419334.82 3737750.46 0.01205 419354.82 3737750.46 0.01154 419374.82 3737750.46 0.01108 419394.82 3737750.46 0.01068 419414.82 3737750.46 0.01036 419434.82 3737750.46 0.01010 419454.82 3737750.46 0.00990 419474.82 3737750.46 0.00980 419494.82 3737750.46 0.00969 419514.82 3737750.46 0.00954 419534.82 3737750.46 0.00933 419554.82 3737750.46 0.00914 419574.82 3737750.46 0.00896 419594.82 3737750.46 0.00877 419614.82 3737750.46 0.00858 419634.82 3737750.46 0.00851 419654.82 3737750.46 0.00830 419234.82 3737770.46 0.01488 419254.82 3737770.46 0.01449 419274.82 3737770.46 0.01363 419294.82 3737770.46 0.01301 419314.82 3737770.46 0.01248 419334.82 3737770.46 0.01198 419354.82 3737770.46 0.01144 419374.82 3737770.46 0.01096 419394.82 3737770.46 0.01060 419414.82 3737770.46 0.01032 419434.82 3737770.46 0.01006 419454.82 3737770.46 0.00986 419474.82 3737770.46 0.00976 419494.82 3737770.46 0.00966 419514.82 3737770.46 0.00953 419534.82 3737770.46 0.00930 419554.82 3737770.46 0.00917 419574.82 3737770.46 0.00898 419594.82 3737770.46 0.00876 419614.82 3737770.46 0.00860 419634.82 3737770.46 0.00852 419654.82 3737770.46 0.00834 419254.82 3737790.46 0.01460 419274.82 3737790.46 0.01365 419294.82 3737790.46 0.01301 Page 86 MainPlace_r.ADO 419314.82 3737790.46 0.01247 419334.82 3737790.46 0.01196 419354.82 3737790.46 0.01141 419374.82 3737790.46 0.01093 419394.82 3737790.46 0.01057 419414.82 3737790.46 0.01030 419434.82 3737790.46 0.01003 419454.82 3737790.46 0.00984 419474.82 3737790.46 0.00974 419494.82 3737790.46 0.00964 419514.82 3737790.46 0.00950 419534.82 3737790.46 0.00926 419554.82 3737790.46 0.00913 419574.82 3737790.46 0.00893 419594.82 3737790.46 0.00872 419614.82 3737790.46 0.00858 419634.82 3737790.46 0.00851 419654.82 3737790.46 0.00834 419274.82 3737810.46 0.01354 419294.82 3737810.46 0.01301 419314.82 3737810.46 0.01251 419334.82 3737810.46 0.01198 419354.82 3737810.46 0.01144 419374.82 3737810.46 0.01095 419394.82 3737810.46 0.01058 419414.82 3737810.46 0.01029 419434.82 3737810.46 0.01002 419454.82 3737810.46 0.00982 419474.82 3737810.46 0.00975 419494.82 3737810.46 0.00965 419514.82 3737810.46 0.00946 419534.82 3737810.46 0.00923 419554.82 3737810.46 0.00903 419574.82 3737810.46 0.00885 419594.82 3737810.46 0.00868 419614.82 3737810.46 0.00854 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 37 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , Page 87 *** MainPlace r.ADO L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 - - - - - - 0.00849 419654.82 3737810.46 0.00831 419294.82 3737830.46 0.01314 419314.82 3737830.46 0.01265 419334.82 3737830.46 0.01209 419354.82 3737830.46 0.01154 419374.82 3737830.46 0.01111 419394.82 3737830.46 0.01078 419414.82 3737830.46 0.01046 419434.82 3737830.46 0.01004 419454.82 3737830.46 0.00981 419474.82 3737830.46 0.00976 419494.82 3737830.46 0.00968 419514.82 3737830.46 0.00948 419534.82 3737830.46 0.00925 419554.82 3737830.46 0.00902 419574.82 3737830.46 0.00882 419594.82 3737830.46 0.00867 419614.82 3737830.46 0.00860 419634.82 3737830.46 0.00854 419654.82 3737830.46 0.00836 419314.82 3737850.46 0.01269 419334.82 3737850.46 0.01216 419354.82 3737850.46 0.01168 419374.82 3737850.46 0.01129 419394.82 3737850.46 0.01098 419414.82 3737850.46 0.01065 419434.82 3737850.46 0.01020 419454.82 3737850.46 0.00995 419474.82 3737850.46 0.00986 419494.82 3737850.46 0.00971 419514.82 Page 88 MainPlace_r.ADO 3737850.46 0.00944 419534.82 3737850.46 0.00923 419554.82 3737850.46 0.00904 419574.82 3737850.46 0.00887 419594.82 3737850.46 0.00873 419614.82 3737850.46 0.00865 419634.82 3737850.46 0.00856 419654.82 3737850.46 0.00839 419514.82 3737870.46 0.00934 419534.82 3737870.46 0.00919 419554.82 3737870.46 0.00911 419574.82 3737870.46 0.00899 419594.82 3737870.46 0.00884 419614.82 3737870.46 0.00870 419634.82 3737870.46 0.00856 419654.82 3737870.46 0.00842 419514.82 3737890.46 0.01076 419534.82 3737890.46 0.01058 419554.82 3737890.46 0.01044 419574.82 3737890.46 0.01030 419594.82 3737890.46 0.01015 419614.82 3737890.46 0.01000 419634.82 3737890.46 0.00988 419654.82 3737890.46 0.00976 419674.82 3737890.46 0.00955 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 38 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 Page 89 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.11083 - - (14071805) 419414.82 3737330.46 0.10108 (13081003) 419434.82 3737330.46 0.09285 (16082805) 419454.82 3737330.46 0.08605 (16021522) 419474.82 3737330.46 0.08003 (16021522) 419494.82 3737330.46 0.07493 (12062803) 419514.82 3737330.46 0.07024 (12062803) 419534.82 3737330.46 0.06608 (15010419) 419554.82 3737330.46 0.06309 (15091123) 419574.82 3737330.46 0.06051 (15091123) 419594.82 3737330.46 0.05802 (15091123) 419614.82 3737330.46 0.05555 (15091123) 419634.82 3737330.46 0.05320 (12101721) 419654.82 3737330.46 0.05131 (12101721) 419374.82 3737350.46 0.11437 (14071805) 419394.82 3737350.46 0.10395 (13081003) 419414.82 3737350.46 0.09525 (16082805) 419434.82 3737350.46 0.08821 (16021522) 419454.82 3737350.46 0.08201 (16021522) 419474.82 3737350.46 0.07676 (12062803) 419494.82 3737350.46 0.07199 (12062803) 419514.82 3737350.46 0.06763 (15010419) 419534.82 3737350.46 0.06429 (15091123) 419554.82 3737350.46 0.06170 (15091123) 419574.82 3737350.46 0.05914 (15091123) 419594.82 3737350.46 0.05655 (15091123) 419614.82 3737350.46 0.05443 (12101721) 419634.82 3737350.46 0.05250 (12101721) 419654.82 3737350.46 0.05039 (12101721) 419374.82 3737370.46 0.10669 (13081003) 419394.82 3737370.46 0.09752 (16082805) 419414.82 3737370.46 0.09027 (16021522) 419434.82 3737370.46 0.08393 (16021522) 419454.82 3737370.46 0.07836 (12062803) 419474.82 3737370.46 0.07364 (12062803) 419494.82 3737370.46 0.06907 (13082603) 419514.82 3737370.46 0.06535 (15091123) 419534.82 3737370.46 0.06264 (15091123) 419554.82 3737370.46 0.05995 (15091123) 419574.82 3737370.46 0.05721 (15091123) 419594.82 3737370.46 0.05511 (12101721) 419614.82 3737370.46 0.05312 (12101721) Page 90 MainPlace r.ADO 419634.82 3737370.46 0.05103 (12101721) 419654.82 3737370.46 0.04880 (15062904) 419354.82 3737390.46 0.10934 (13081003) 419374.82 3737390.46 0.09976 (16082805) 419394.82 3737390.46 0.09236 (16082805) 419414.82 3737390.46 0.08580 (16021522) 419434.82 3737390.46 0.07996 (12062803) 419454.82 3737390.46 0.07509 (12062803) 419474.82 3737390.46 0.07076 (13082603) 419494.82 3737390.46 0.06671 (15010419) 419514.82 3737390.46 0.06370 (15091123) 419534.82 3737390.46 0.06090 (15091123) 419554.82 3737390.46 0.05827 (12101721) 419574.82 3737390.46 0.05609 (12101721) 419594.82 3737390.46 0.05392 (12101721) 419614.82 3737390.46 0.05169 (12101721) 419634.82 3737390.46 0.04959 (15062904) 419654.82 3737390.46 0.04808 (15062904) 419354.82 3737410.46 0.10247 (13081003) 419374.82 3737410.46 0.09453 (16082805) 419394.82 3737410.46 0.08767 (16021522) 419414.82 3737410.46 0.08156 (14092203) 419434.82 3737410.46 0.07654 (14092203) 419454.82 3737410.46 0.07209 (13082603) 419474.82 3737410.46 0.06800 (15010419) 419494.82 3737410.46 0.06490 (12120206) 419514.82 3737410.46 0.06195 (12120206) 419534.82 3737410.46 0.05958 (12101721) 419554.82 3737410.46 0.05730 (12101721) 419574.82 3737410.46 0.05497 (12101721) 419594.82 3737410.46 0.05253 (12101721) 419614.82 3737410.46 0.05045 (15062904) 419634.82 3737410.46 0.04884 (15062904) 419654.82 3737410.46 0.04714 (15101523) 419334.82 3737430.46 0.10508 (13081003) 419354.82 3737430.46 0.09672 (16082805) 419374.82 3737430.46 0.08962 (16021522) 419394.82 3737430.46 0.08325 (14092203) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 39 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** Page 91 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07806 - - (14092203) 419434.82 3737430.46 0.07347 (13082603) 419454.82 3737430.46 0.06929 (15090705) 419474.82 3737430.46 0.06606 (12120206) 419494.82 3737430.46 0.06306 (12101721) 419514.82 3737430.46 0.06071 (12101721) 419534.82 3737430.46 0.05831 (12101721) 419554.82 3737430.46 0.05578 (12101721) 419574.82 3737430.46 0.05311 (12101721) 419594.82 3737430.46 0.05116 (15062904) 419614.82 3737430.46 0.04938 (15062904) 419634.82 3737430.46 0.04766 (15101523) 419654.82 3737430.46 0.04622 (15101523) 419334.82 3737450.46 0.09883 (16082805) 419354.82 3737450.46 0.09157 (16021522) 419374.82 3737450.46 0.08497 (14092203) 419394.82 3737450.46 0.07962 (14092203) 419414.82 3737450.46 0.07484 (13082603) 419434.82 3737450.46 0.07040 (15090705) 419454.82 3737450.46 0.06714 (12120206) 419474.82 3737450.46 0.06418 (12101721) 419494.82 3737450.46 0.06177 (12101721) 419514.82 3737450.46 0.05924 (12101721) 419534.82 3737450.46 0.05660 (12101721) 419554.82 3737450.46 0.05380 (12101721) 419574.82 3737450.46 0.05200 (15062904) 419594.82 3737450.46 0.05013 (15062904) 419614.82 3737450.46 0.04836 (15101523) 419634.82 3737450.46 0.04659 (15101523) 419654.82 Page 92 MainPlace r.ADO 3737450.46 0.04506 (15101523) 419314.82 3737470.46 0.10096 (16082805) 419334.82 3737470.46 0.09347 (16021522) 419354.82 3737470.46 0.08670 (14092203) 419374.82 3737470.46 0.08120 (14092203) 419394.82 3737470.46 0.07622 (13082603) 419414.82 3737470.46 0.07171 (15090705) 419434.82 3737470.46 0.06821 (12120206) 419454.82 3737470.46 0.06526 (12101721) 419474.82 3737470.46 0.06276 (12101721) 419494.82 3737470.46 0.06010 (12101721) 419514.82 3737470.46 0.05727 (12101721) 419534.82 3737470.46 0.05455 (15062904) 419554.82 3737470.46 0.05282 (15062904) 419574.82 3737470.46 0.05093 (14072104) 419594.82 3737470.46 0.04918 (15101523) 419614.82 3737470.46 0.04729 (15101523) 419634.82 3737470.46 0.04549 (12111524) 419654.82 3737470.46 0.04432 (15082724) 419314.82 3737490.46 0.09541 (16021522) 419334.82 3737490.46 0.08840 (14092203) 419354.82 3737490.46 0.08288 (14092203) 419374.82 3737490.46 0.07766 (13082603) 419394.82 3737490.46 0.07298 (15090705) 419414.82 3737490.46 0.06928 (12120206) 419434.82 3737490.46 0.06636 (12101721) 419454.82 3737490.46 0.06373 (12101721) 419474.82 3737490.46 0.06093 (12101721) 419494.82 3737490.46 0.05795 (12101721) 419514.82 3737490.46 0.05540 (15062904) 419534.82 3737490.46 0.05353 (15062904) 419554.82 3737490.46 0.05171 (14072104) 419574.82 3737490.46 0.04991 (15101523) 419594.82 3737490.46 0.04797 (15101523) 419614.82 3737490.46 0.04639 (12111524) 419634.82 3737490.46 0.04501 (15082724) 419654.82 3737490.46 0.04387 (15082724) 419294.82 3737510.46 0.09735 (16021522) 419314.82 3737510.46 0.09010 (14092203) 419334.82 3737510.46 0.08441 (14092203) 419354.82 3737510.46 0.07911 (13082603) 419374.82 3737510.46 0.07435 (15090705) 419394.82 3737510.46 0.07037 (12120206) 419414.82 3737510.46 0.06748 (12101721) 419434.82 3737510.46 0.06471 (12101721) 419454.82 3737510.46 0.06174 (12101721) 419474.82 3737510.46 0.05855 (12101721) 419494.82 3737510.46 0.05624 (15062904) 419514.82 Page 93 MainPlace r.ADO 3737510.46 0.05423 (15062904) 419534.82 3737510.46 0.05237 (14072104) 419554.82 3737510.46 0.05048 (15101523) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 40 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04864 - - (12111524) 419594.82 3737510.46 0.04731 (15082724) 419614.82 3737510.46 0.04601 (15082724) 419634.82 3737510.46 0.04466 (15082724) 419654.82 3737510.46 0.04347 (12101624) 419294.82 3737530.46 0.09183 (14092203) 419314.82 3737530.46 0.08599 (14092203) 419334.82 3737530.46 0.08045 (13082603) 419354.82 3737530.46 0.07568 (15090705) 419374.82 3737530.46 0.07146 (12120206) 419394.82 3737530.46 0.06862 (12101721) 419414.82 3737530.46 0.06570 (12101721) 419434.82 3737530.46 0.06253 (12101721) 419454.82 3737530.46 0.05912 (13050402) 419474.82 3737530.46 0.05705 (15062904) 419494.82 3737530.46 0.05500 (14072104) Page 94 MainPlace r.ADO 419514.82 3737530.46 0.05303 (14072104) 419534.82 3737530.46 0.05086 (15101523) 419554.82 3737530.46 0.04940 (15082724) 419574.82 3737530.46 0.04805 (15082724) 419594.82 3737530.46 0.04668 (15082724) 419614.82 3737530.46 0.04534 (15082724) 419634.82 3737530.46 0.04435 (12101624) 419654.82 3737530.46 0.04306 (12101624) 419274.82 3737550.46 0.09376 (16021522) 419294.82 3737550.46 0.08757 (14092203) 419314.82 3737550.46 0.08181 (13082603) 419334.82 3737550.46 0.07680 (15090705) 419354.82 3737550.46 0.07257 (12101721) 419374.82 3737550.46 0.06976 (12101721) 419394.82 3737550.46 0.06667 (12101721) 419414.82 3737550.46 0.06327 (12101721) 419434.82 3737550.46 0.06000 (15062904) 419454.82 3737550.46 0.05784 (15062904) 419474.82 3737550.46 0.05578 (14072104) 419494.82 3737550.46 0.05368 (14072104) 419514.82 3737550.46 0.05173 (15082724) 419534.82 3737550.46 0.05027 (15082724) 419554.82 3737550.46 0.04878 (15082724) 419574.82 3737550.46 0.04726 (15082724) 419594.82 3737550.46 0.04590 (12101624) 419614.82 3737550.46 0.04465 (12101624) 419634.82 3737550.46 0.04358 (14082603) 419654.82 3737550.46 0.04236 (14082603) 419274.82 3737570.46 0.08913 (14092203) 419294.82 3737570.46 0.08317 (13082603) 419314.82 3737570.46 0.07786 (15090705) 419334.82 3737570.46 0.07396 (12101721) 419354.82 3737570.46 0.07091 (12101721) 419374.82 3737570.46 0.06761 (12101721) 419394.82 3737570.46 0.06397 (12101721) 419414.82 3737570.46 0.06092 (15062904) 419434.82 3737570.46 0.05864 (14072104) 419454.82 3737570.46 0.05652 (14072104) 419474.82 3737570.46 0.05422 (14072104) 419494.82 3737570.46 0.05269 (15082724) 419514.82 3737570.46 0.05115 (15082724) 419534.82 3737570.46 0.04948 (15082724) 419554.82 3737570.46 0.04783 (12101624) 419574.82 3737570.46 0.04641 (12101624) 419594.82 3737570.46 0.04513 (14082603) 419614.82 3737570.46 0.04398 (14082603) 419634.82 3737570.46 0.04309 (14050224) 419654.82 3737570.46 0.04208 (14050224) Page 95 MainPlace_r.ADO 419254.82 3737590.46 0.09067 (14092203) 3737590.46 0.08452 (13082603) 419294.82 3737590.46 0.07921 (12120206) 3737590.46 0.07539 (12101721) 419334.82 3737590.46 0.07208 (12101721) 3737590.46 0.06850 (12101721) 419374.82 3737590.46 0.06468 (12091201) 3737590.46 0.06180 (15062904) 419414.82 3737590.46 0.05950 (14072104) 3737590.46 0.05718 (14072104) 419454.82 3737590.46 0.05517 (15082724) 3737590.46 0.05360 (15082724) 419494.82 3737590.46 0.05191 (15082724) 3737590.46 0.05010 (15082724) 419534.82 3737590.46 0.04834 (12101624) 3737590.46 0.04690 (14082603) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 41 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 0.04559 (14082603) 419594.82 3737590.46 0.04458 (14050224) 419614.82 3737590.46 0.04372 (14050224) 419634.82 Page 96 MainPlace r.ADO 3737590.46 0.04286 (14050224) 419654.82 3737590.46 0.04168 (14050224) 419254.82 3737610.46 0.08580 (13082603) 419274.82 3737610.46 0.08072 (12120206) 419294.82 3737610.46 0.07681 (12101721) 419314.82 3737610.46 0.07318 (12101721) 419334.82 3737610.46 0.06927 (12101721) 419354.82 3737610.46 0.06542 (13050402) 419374.82 3737610.46 0.06271 (14101923) 419394.82 3737610.46 0.06029 (14072104) 419414.82 3737610.46 0.05779 (15082724) 419434.82 3737610.46 0.05618 (15082724) 419454.82 3737610.46 0.05444 (15082724) 419474.82 3737610.46 0.05257 (15082724) 419494.82 3737610.46 0.05067 (12101624) 419514.82 3737610.46 0.04898 (12101624) 419534.82 3737610.46 0.04746 (14082603) 419554.82 3737610.46 0.04625 (14050224) 419574.82 3737610.46 0.04520 (14050224) 419594.82 3737610.46 0.04415 (14050224) 419614.82 3737610.46 0.04308 (14050224) 419634.82 3737610.46 0.04239 (12081805) 419654.82 3737610.46 0.04158 (15101019) 419254.82 3737630.46 0.08220 (12120206) 419274.82 3737630.46 0.07816 (12101721) 419294.82 3737630.46 0.07417 (12101721) 419314.82 3737630.46 0.06987 (12101721) 419334.82 3737630.46 0.06636 (15062904) 419354.82 3737630.46 0.06363 (14072104) 419374.82 3737630.46 0.06100 (14072104) 419394.82 3737630.46 0.05891 (15082724) 419414.82 3737630.46 0.05712 (15082724) 419434.82 3737630.46 0.05519 (15082724) 419454.82 3737630.46 0.05313 (15082724) 419474.82 3737630.46 0.05123 (12101624) 419494.82 3737630.46 0.04956 (12101704) 419514.82 3737630.46 0.04825 (14050224) 419534.82 3737630.46 0.04709 (14050224) 419554.82 3737630.46 0.04581 (14050224) 419574.82 3737630.46 0.04458 (14050224) 419594.82 3737630.46 0.04376 (15101019) 419614.82 3737630.46 0.04300 (15101019) 419634.82 3737630.46 0.04243 (15101019) 419654.82 3737630.46 0.04150 (15101019) 419234.82 3737650.46 0.08372 (12120206) 419254.82 3737650.46 0.07957 (12101721) 419274.82 3737650.46 0.07509 (12101721) 419294.82 3737650.46 0.07044 (15062904) 419314.82 Page 97 MainPlace_r.ADO 3737650.46 0.06734 (15062904) 419334.82 3737650.46 0.06452 (14072104) 3737650.46 0.06178 (15082724) 419374.82 3737650.46 0.05990 (15082724) 3737650.46 0.05792 (15082724) 419414.82 3737650.46 0.05581 (15082724) 3737650.46 0.05362 (12101624) 419454.82 3737650.46 0.05188 (12101704) 3737650.46 0.05030 (14050224) 419494.82 3737650.46 0.04907 (14050224) 3737650.46 0.04778 (14050224) 419534.82 3737650.46 0.04645 (14050224) 3737650.46 0.04553 (15101019) 419574.82 3737650.46 0.04469 (15101019) 3737650.46 0.04379 (15101019) 419614.82 3737650.46 0.04280 (15101019) 3737650.46 0.04195 (15101019) 419654.82 3737650.46 0.04108 (15101019) 3737670.46 0.08104 (12101721) 419254.82 3737670.46 0.07618 (12101721) 3737670.46 0.07171 (15062904) 419294.82 3737670.46 0.06842 (14072104) 3737670.46 0.06526 (14072104) 419334.82 3737670.46 0.06288 (15082724) 3737670.46 0.06075 (15082724) 419374.82 3737670.46 0.05852 (15082724) 3737670.46 0.05621 (15082724) 419414.82 3737670.46 0.05439 (14092604) 3737670.46 0.05255 (13091205) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 42 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 12/28/18 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 Page 98 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** ** MainPlace_r.ADO *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.05117 - - (13091205) 419474.82 3737670.46 0.04977 (14050224) 419494.82 3737670.46 0.04841 (12081805) 419514.82 3737670.46 0.04739 (15101019) 419534.82 3737670.46 0.04651 (15101019) 419554.82 3737670.46 0.04561 (15101019) 419574.82 3737670.46 0.04464 (15101019) 419594.82 3737670.46 0.04358 (15101019) 419614.82 3737670.46 0.04244 (15101019) 419634.82 3737670.46 0.04143 (15101019) 419654.82 3737670.46 0.04055 (14080504) 419234.82 3737690.46 0.07726 (12101721) 419254.82 3737690.46 0.07294 (15062904) 419274.82 3737690.46 0.06949 (14072104) 419294.82 3737690.46 0.06630 (15082724) 419314.82 3737690.46 0.06392 (15082724) 419334.82 3737690.46 0.06148 (15082724) 419354.82 3737690.46 0.05900 (15082724) 419374.82 3737690.46 0.05682 (12101704) 419394.82 3737690.46 0.05494 (13091205) 419414.82 3737690.46 0.05350 (13091205) 419434.82 3737690.46 0.05195 (13091205) 419454.82 3737690.46 0.05052 (12081805) 419474.82 3737690.46 0.04934 (15101019) 419494.82 3737690.46 0.04838 (15101019) 419514.82 3737690.46 0.04740 (15101019) 419534.82 3737690.46 0.04641 (15101019) 419554.82 3737690.46 0.04539 (15101019) 419574.82 3737690.46 0.04430 (15101019) 419594.82 3737690.46 0.04315 (15101019) 419614.82 3737690.46 0.04201 (13020118) 419634.82 3737690.46 0.04121 (13020118) 419654.82 3737690.46 0.04060 (15081024) 419234.82 3737710.46 0.07420 (14072104) 419254.82 3737710.46 0.07044 (14072104) 419274.82 3737710.46 0.06760 (15082724) 419294.82 3737710.46 0.06486 (15082724) 419314.82 3737710.46 0.06206 (15082724) Page 99 MainPlace r.ADO 419334.82 3737710.46 0.05950 (12101624) 419354.82 3737710.46 0.05743 (13091205) 419374.82 3737710.46 0.05585 (13091205) 419394.82 3737710.46 0.05425 (13091205) 419414.82 3737710.46 0.05279 (12081805) 419434.82 3737710.46 0.05150 (12081805) 419454.82 3737710.46 0.05038 (15101019) 419474.82 3737710.46 0.04930 (15101019) 419494.82 3737710.46 0.04820 (15101019) 419514.82 3737710.46 0.04711 (15101019) 419534.82 3737710.46 0.04605 (15101019) 419554.82 3737710.46 0.04492 (14080504) 419574.82 3737710.46 0.04401 (13020118) 419594.82 3737710.46 0.04314 (13020118) 419614.82 3737710.46 0.04233 (13083003) 419634.82 3737710.46 0.04182 (13083003) 419654.82 3737710.46 0.04125 (13083003) 419234.82 3737730.46 0.07175 (15082724) 419254.82 3737730.46 0.06877 (15082724) 419274.82 3737730.46 0.06566 (15082724) 419294.82 3737730.46 0.06270 (12101624) 419314.82 3737730.46 0.06024 (14050224) 419334.82 3737730.46 0.05841 (14050224) 419354.82 3737730.46 0.05658 (14050224) 419374.82 3737730.46 0.05509 (12081805) 419394.82 3737730.46 0.05374 (12081805) 419414.82 3737730.46 0.05251 (15101019) 419434.82 3737730.46 0.05133 (15101019) 419454.82 3737730.46 0.05013 (15101019) 419474.82 3737730.46 0.04889 (15101019) 419494.82 3737730.46 0.04763 (15101019) 419514.82 3737730.46 0.04654 (13020118) 419534.82 3737730.46 0.04575 (13020118) 419554.82 3737730.46 0.04485 (13020118) 419574.82 3737730.46 0.04421 (13083003) 419594.82 3737730.46 0.04367 (13083003) 419614.82 3737730.46 0.04308 (13083003) 419634.82 3737730.46 0.04247 (13083003) 419654.82 3737730.46 0.04188 (13083003) 419234.82 3737750.46 0.06954 (15082724) 419254.82 3737750.46 0.06634 (12101624) 419274.82 3737750.46 0.06347 (14050224) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 43 Page 100 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** ** 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - 0.06136 - - (14050224) 419314.82 3737750.46 0.05926 (14050224) 419334.82 3737750.46 0.05756 (12081805) 419354.82 3737750.46 0.05616 (15101019) 419374.82 3737750.46 0.05481 (15101019) 419394.82 3737750.46 0.05348 (15101019) 419414.82 3737750.46 0.05216 (15101019) 419434.82 3737750.46 0.05085 (15101019) 419454.82 3737750.46 0.04958 (14080504) 419474.82 3737750.46 0.04847 (13020118) 419494.82 3737750.46 0.04743 (13020118) 419514.82 3737750.46 0.04660 (13083003) 419534.82 3737750.46 0.04603 (13083003) 419554.82 3737750.46 0.04546 (13083003) 419574.82 3737750.46 0.04489 (13083003) 419594.82 3737750.46 0.04431 (13083003) 419614.82 3737750.46 0.04376 (13083003) 419634.82 3737750.46 0.04300 (15020721) 419654.82 3737750.46 0.04256 (15020721) 419234.82 3737770.46 0.06704 (14050224) 419254.82 3737770.46 0.06449 (14050224) 419274.82 3737770.46 0.06225 (14050224) 419294.82 3737770.46 0.06050 (15101019) 419314.82 3737770.46 0.05887 (15101019) 419334.82 3737770.46 0.05730 (15101019) 419354.82 Page 101 MainPlace r.ADO 3737770.46 0.05579 (15101019) 419374.82 3737770.46 0.05431 (15101019) 419394.82 3737770.46 0.05286 (15101019) 419414.82 3737770.46 0.05160 (13020118) 419434.82 3737770.46 0.05059 (13020118) 419454.82 3737770.46 0.04963 (15103020) 419474.82 3737770.46 0.04878 (15103020) 419494.82 3737770.46 0.04806 (13083003) 419514.82 3737770.46 0.04739 (13083003) 419534.82 3737770.46 0.04682 (13083003) 419554.82 3737770.46 0.04612 (13083003) 419574.82 3737770.46 0.04550 (13083003) 419594.82 3737770.46 0.04513 (14110521) 419614.82 3737770.46 0.04470 (14110521) 419634.82 3737770.46 0.04404 (16092619) 419654.82 3737770.46 0.04384 (16092619) 419254.82 3737790.46 0.06362 (15101019) 419274.82 3737790.46 0.06186 (15101019) 419294.82 3737790.46 0.06004 (15101019) 419314.82 3737790.46 0.05827 (15101019) 419334.82 3737790.46 0.05657 (15101019) 419354.82 3737790.46 0.05500 (14080504) 419374.82 3737790.46 0.05381 (13020118) 419394.82 3737790.46 0.05277 (15103020) 419414.82 3737790.46 0.05195 (15103020) 419434.82 3737790.46 0.05120 (15103020) 419454.82 3737790.46 0.05042 (15103020) 419474.82 3737790.46 0.04961 (13083003) 419494.82 3737790.46 0.04890 (13083003) 419514.82 3737790.46 0.04827 (14110521) 419534.82 3737790.46 0.04794 (14110521) 419554.82 3737790.46 0.04740 (14110521) 419574.82 3737790.46 0.04700 (14110521) 419594.82 3737790.46 0.04678 (16092619) 419614.82 3737790.46 0.04653 (16092619) 419634.82 3737790.46 0.04613 (16092619) 419654.82 3737790.46 0.04586 (16092619) 419274.82 3737810.46 0.06106 (15101019) 419294.82 3737810.46 0.05907 (15101019) 419314.82 3737810.46 0.05735 (13020118) 419334.82 3737810.46 0.05601 (13020118) 419354.82 3737810.46 0.05512 (15103020) 419374.82 3737810.46 0.05431 (15103020) 419394.82 3737810.46 0.05351 (15103020) 419414.82 3737810.46 0.05274 (15103020) 419434.82 3737810.46 0.05222 (14110521) 419454.82 3737810.46 0.05176 (14110521) 419474.82 3737810.46 0.05115 (14110521) 419494.82 Page 102 MainPlace_r.ADO 3737810.46 0.05053 (14110521) 419514.82 3737810.46 0.05008 (14081505) 3737810.46 0.04993 (16092619) 419554.82 3737810.46 0.04974 (16092619) 3737810.46 0.04949 (16092619) 419594.82 3737810.46 0.04918 (16092619) 3737810.46 0.04880 (16092619) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 44 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419534.82 419574.82 419614.82 12/28/18 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f fflu.... *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04825 - - (16092619) 419654.82 3737810.46 0.04785 (16092619) 419294.82 3737830.46 0.05883 (13083003) 419314.82 3737830.46 0.05768 (13083003) 419334.82 3737830.46 0.05668 (13083003) 419354.82 3737830.46 0.05580 (13083003) 419374.82 3737830.46 0.05526 (14110521) 419394.82 3737830.46 0.05474 (14110521) 419414.82 3737830.46 0.05436 (14110521) 419434.82 3737830.46 0.05422 (14110521) 419454.82 3737830.46 0.05386 (14110521) 419474.82 3737830.46 0.05345 (16092619) Page 103 MainPlace r.ADO 419494.82 3737830.46 0.05320 (16092619) 419514.82 3737830.46 0.05295 (16092619) 419534.82 3737830.46 0.05266 (16092619) 419554.82 3737830.46 0.05231 (16092619) 419574.82 3737830.46 0.05199 (16092021) 419594.82 3737830.46 0.05162 (16092021) 419614.82 3737830.46 0.05107 (16092021) 419634.82 3737830.46 0.05047 (16092021) 419654.82 3737830.46 0.05009 (16092021) 419314.82 3737850.46 0.05851 (14110521) 419334.82 3737850.46 0.05788 (14110521) 419354.82 3737850.46 0.05749 (16092619) 419374.82 3737850.46 0.05730 (16092619) 419394.82 3737850.46 0.05720 (16092619) 419414.82 3737850.46 0.05715 (16092619) 419434.82 3737850.46 0.05712 (16092619) 419454.82 3737850.46 0.05694 (16092619) 419474.82 3737850.46 0.05657 (16092619) 419494.82 3737850.46 0.05622 (16092021) 419514.82 3737850.46 0.05597 (16092021) 419534.82 3737850.46 0.05557 (16092021) 419554.82 3737850.46 0.05510 (12082701) 419574.82 3737850.46 0.05471 (12082701) 419594.82 3737850.46 0.05424 (12082701) 419614.82 3737850.46 0.05370 (12072004) 419634.82 3737850.46 0.05324 (12072004) 419654.82 3737850.46 0.05296 (12072004) 419514.82 3737870.46 0.05928 (12072004) 419534.82 3737870.46 0.05878 (12072004) 419554.82 3737870.46 0.05809 (15031407) 419574.82 3737870.46 0.05761 (15031407) 419594.82 3737870.46 0.05717 (15031407) 419614.82 3737870.46 0.05674 (15031407) 419634.82 3737870.46 0.05653 (15082704) 419654.82 3737870.46 0.05635 (15082704) 419514.82 3737890.46 0.05946 (12082821) 419534.82 3737890.46 0.05896 (12082821) 419554.82 3737890.46 0.05840 (12082821) 419574.82 3737890.46 0.05799 (12082821) 419594.82 3737890.46 0.05767 (12082821) 419614.82 3737890.46 0.05740 (12082821) 419634.82 3737890.46 0.05708 (12082821) 419654.82 3737890.46 0.05686 (12082821) 419674.82 3737890.46 0.05682 (12082821) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 Page 104 MainPlace r.ADO PAGE 45 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 1-HR AVERAGE CONCENTRATION , L0006932 , L0006955 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.11083 - - (14071805) 419414.82 3737330.46 0.10108 (13081003) 419434.82 3737330.46 0.09285 (16082805) 419454.82 3737330.46 0.08605 (16021522) 419474.82 3737330.46 0.08003 (16021522) 419494.82 3737330.46 0.07493 (12062803) 419514.82 3737330.46 0.07024 (12062803) 419534.82 3737330.46 0.06608 (15010419) 419554.82 3737330.46 0.06309 (15091123) 419574.82 3737330.46 0.06051 (15091123) 419594.82 3737330.46 0.05802 (15091123) 419614.82 3737330.46 0.05555 (15091123) 419634.82 3737330.46 0.05320 (12101721) 419654.82 3737330.46 0.05131 (12101721) 419374.82 3737350.46 0.11437 (14071805) 419394.82 3737350.46 0.10395 (13081003) 419414.82 3737350.46 0.09525 (16082805) 419434.82 3737350.46 0.08821 (16021522) 419454.82 3737350.46 0.08201 (16021522) 419474.82 3737350.46 0.07676 (12062803) 419494.82 3737350.46 0.07199 (12062803) 419514.82 3737350.46 0.06763 (15010419) 419534.82 3737350.46 0.06429 (15091123) 419554.82 Page 105 MainPlace r.ADO 3737350.46 0.06170 (15091123) 419574.82 3737350.46 0.05914 (15091123) 419594.82 3737350.46 0.05655 (15091123) 419614.82 3737350.46 0.05443 (12101721) 419634.82 3737350.46 0.05250 (12101721) 419654.82 3737350.46 0.05039 (12101721) 419374.82 3737370.46 0.10669 (13081003) 419394.82 3737370.46 0.09752 (16082805) 419414.82 3737370.46 0.09027 (16021522) 419434.82 3737370.46 0.08393 (16021522) 419454.82 3737370.46 0.07836 (12062803) 419474.82 3737370.46 0.07364 (12062803) 419494.82 3737370.46 0.06907 (13082603) 419514.82 3737370.46 0.06535 (15091123) 419534.82 3737370.46 0.06264 (15091123) 419554.82 3737370.46 0.05995 (15091123) 419574.82 3737370.46 0.05721 (15091123) 419594.82 3737370.46 0.05511 (12101721) 419614.82 3737370.46 0.05312 (12101721) 419634.82 3737370.46 0.05103 (12101721) 419654.82 3737370.46 0.04880 (15062904) 419354.82 3737390.46 0.10934 (13081003) 419374.82 3737390.46 0.09976 (16082805) 419394.82 3737390.46 0.09236 (16082805) 419414.82 3737390.46 0.08580 (16021522) 419434.82 3737390.46 0.07996 (12062803) 419454.82 3737390.46 0.07509 (12062803) 419474.82 3737390.46 0.07076 (13082603) 419494.82 3737390.46 0.06671 (15010419) 419514.82 3737390.46 0.06370 (15091123) 419534.82 3737390.46 0.06090 (15091123) 419554.82 3737390.46 0.05827 (12101721) 419574.82 3737390.46 0.05609 (12101721) 419594.82 3737390.46 0.05392 (12101721) 419614.82 3737390.46 0.05169 (12101721) 419634.82 3737390.46 0.04959 (15062904) 419654.82 3737390.46 0.04808 (15062904) 419354.82 3737410.46 0.10247 (13081003) 419374.82 3737410.46 0.09453 (16082805) 419394.82 3737410.46 0.08767 (16021522) 419414.82 3737410.46 0.08156 (14092203) 419434.82 3737410.46 0.07654 (14092203) 419454.82 3737410.46 0.07209 (13082603) 419474.82 3737410.46 0.06800 (15010419) 419494.82 3737410.46 0.06490 (12120206) 419514.82 3737410.46 0.06195 (12120206) 419534.82 3737410.46 0.05958 (12101721) 419554.82 3737410.46 0.05730 (12101721) 419574.82 Page 106 MainPlace_r.ADO 3737410.46 0.05497 (12101721) 419594.82 3737410.46 0.05253 (12101721) 3737410.46 0.05045 (15062904) 419634.82 3737410.46 0.04884 (15062904) 3737410.46 0.04714 (15101523) 419334.82 3737430.46 0.10508 (13081003) 3737430.46 0.09672 (16082805) 419374.82 3737430.46 0.08962 (16021522) 3737430.46 0.08325 (14092203) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 46 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419614.82 419654.82 419354.82 419394.82 12/28/18 1-HR AVERAGE CONCENTRATION , L0006932 ....•m;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07806 - - (14092203) 419434.82 3737430.46 0.07347 (13082603) 419454.82 3737430.46 0.06929 (15090705) 419474.82 3737430.46 0.06606 (12120206) 419494.82 3737430.46 0.06306 (12101721) 419514.82 3737430.46 0.06071 (12101721) 419534.82 3737430.46 0.05831 (12101721) 419554.82 3737430.46 0.05578 (12101721) 419574.82 3737430.46 0.05311 (12101721) 419594.82 3737430.46 0.05116 (15062904) Page 107 MainPlace r.ADO 419614.82 3737430.46 0.04938 (15062904) 419634.82 3737430.46 0.04766 (15101523) 419654.82 3737430.46 0.04622 (15101523) 419334.82 3737450.46 0.09883 (16082805) 419354.82 3737450.46 0.09157 (16021522) 419374.82 3737450.46 0.08497 (14092203) 419394.82 3737450.46 0.07962 (14092203) 419414.82 3737450.46 0.07484 (13082603) 419434.82 3737450.46 0.07040 (15090705) 419454.82 3737450.46 0.06714 (12120206) 419474.82 3737450.46 0.06418 (12101721) 419494.82 3737450.46 0.06177 (12101721) 419514.82 3737450.46 0.05924 (12101721) 419534.82 3737450.46 0.05660 (12101721) 419554.82 3737450.46 0.05380 (12101721) 419574.82 3737450.46 0.05200 (15062904) 419594.82 3737450.46 0.05013 (15062904) 419614.82 3737450.46 0.04836 (15101523) 419634.82 3737450.46 0.04659 (15101523) 419654.82 3737450.46 0.04506 (15101523) 419314.82 3737470.46 0.10096 (16082805) 419334.82 3737470.46 0.09347 (16021522) 419354.82 3737470.46 0.08670 (14092203) 419374.82 3737470.46 0.08120 (14092203) 419394.82 3737470.46 0.07622 (13082603) 419414.82 3737470.46 0.07171 (15090705) 419434.82 3737470.46 0.06821 (12120206) 419454.82 3737470.46 0.06526 (12101721) 419474.82 3737470.46 0.06276 (12101721) 419494.82 3737470.46 0.06010 (12101721) 419514.82 3737470.46 0.05727 (12101721) 419534.82 3737470.46 0.05455 (15062904) 419554.82 3737470.46 0.05282 (15062904) 419574.82 3737470.46 0.05093 (14072104) 419594.82 3737470.46 0.04918 (15101523) 419614.82 3737470.46 0.04729 (15101523) 419634.82 3737470.46 0.04549 (12111524) 419654.82 3737470.46 0.04432 (15082724) 419314.82 3737490.46 0.09541 (16021522) 419334.82 3737490.46 0.08840 (14092203) 419354.82 3737490.46 0.08288 (14092203) 419374.82 3737490.46 0.07766 (13082603) 419394.82 3737490.46 0.07298 (15090705) 419414.82 3737490.46 0.06928 (12120206) 419434.82 3737490.46 0.06636 (12101721) 419454.82 3737490.46 0.06373 (12101721) 419474.82 3737490.46 0.06093 (12101721) 419494.82 3737490.46 0.05795 (12101721) Page 108 MainPlace_r.ADO 419514.82 3737490.46 0.05540 (15062904) 3737490.46 0.05353 (15062904) 419554.82 3737490.46 0.05171 (14072104) 3737490.46 0.04991 (15101523) 419594.82 3737490.46 0.04797 (15101523) 3737490.46 0.04639 (12111524) 419634.82 3737490.46 0.04501 (15082724) 3737490.46 0.04387 (15082724) 419294.82 3737510.46 0.09735 (16021522) 3737510.46 0.09010 (14092203) 419334.82 3737510.46 0.08441 (14092203) 3737510.46 0.07911 (13082603) 419374.82 3737510.46 0.07435 (15090705) 3737510.46 0.07037 (12120206) 419414.82 3737510.46 0.06748 (12101721) 3737510.46 0.06471 (12101721) 419454.82 3737510.46 0.06174 (12101721) 3737510.46 0.05855 (12101721) 419494.82 3737510.46 0.05624 (15062904) 3737510.46 0.05423 (15062904) 419534.82 3737510.46 0.05237 (14072104) 3737510.46 0.05048 (15101523) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 47 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 Emma ** 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/28/18 1-HR AVERAGE CONCENTRATION , L0006932 ..o.•�;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Page 109 MainPlace r.ADO Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04864 - - (12111524) 419594.82 3737510.46 0.04731 (15082724) 419614.82 3737510.46 0.04601 (15082724) 419634.82 3737510.46 0.04466 (15082724) 419654.82 3737510.46 0.04347 (12101624) 419294.82 3737530.46 0.09183 (14092203) 419314.82 3737530.46 0.08599 (14092203) 419334.82 3737530.46 0.08045 (13082603) 419354.82 3737530.46 0.07568 (15090705) 419374.82 3737530.46 0.07146 (12120206) 419394.82 3737530.46 0.06862 (12101721) 419414.82 3737530.46 0.06570 (12101721) 419434.82 3737530.46 0.06253 (12101721) 419454.82 3737530.46 0.05912 (13050402) 419474.82 3737530.46 0.05705 (15062904) 419494.82 3737530.46 0.05500 (14072104) 419514.82 3737530.46 0.05303 (14072104) 419534.82 3737530.46 0.05086 (15101523) 419554.82 3737530.46 0.04940 (15082724) 419574.82 3737530.46 0.04805 (15082724) 419594.82 3737530.46 0.04668 (15082724) 419614.82 3737530.46 0.04534 (15082724) 419634.82 3737530.46 0.04435 (12101624) 419654.82 3737530.46 0.04306 (12101624) 419274.82 3737550.46 0.09376 (16021522) 419294.82 3737550.46 0.08757 (14092203) 419314.82 3737550.46 0.08181 (13082603) 419334.82 3737550.46 0.07680 (15090705) 419354.82 3737550.46 0.07257 (12101721) 419374.82 3737550.46 0.06976 (12101721) 419394.82 3737550.46 0.06667 (12101721) 419414.82 3737550.46 0.06327 (12101721) 419434.82 3737550.46 0.06000 (15062904) 419454.82 3737550.46 0.05784 (15062904) 419474.82 3737550.46 0.05578 (14072104) 419494.82 3737550.46 0.05368 (14072104) 419514.82 3737550.46 0.05173 (15082724) 419534.82 3737550.46 0.05027 (15082724) 419554.82 3737550.46 0.04878 (15082724) 419574.82 3737550.46 0.04726 (15082724) 419594.82 3737550.46 0.04590 (12101624) 419614.82 3737550.46 0.04465 (12101624) 419634.82 3737550.46 0.04358 (14082603) 419654.82 3737550.46 0.04236 (14082603) 419274.82 3737570.46 0.08913 (14092203) 419294.82 Page 110 MainPlace_r.ADO 3737570.46 0.08317 (13082603) 419314.82 3737570.46 0.07786 (15090705) 3737570.46 0.07396 (12101721) 419354.82 3737570.46 0.07091 (12101721) 3737570.46 0.06761 (12101721) 419394.82 3737570.46 0.06397 (12101721) 3737570.46 0.06092 (15062904) 419434.82 3737570.46 0.05864 (14072104) 3737570.46 0.05652 (14072104) 419474.82 3737570.46 0.05422 (14072104) 3737570.46 0.05269 (15082724) 419514.82 3737570.46 0.05115 (15082724) 3737570.46 0.04948 (15082724) 419554.82 3737570.46 0.04783 (12101624) 3737570.46 0.04641 (12101624) 419594.82 3737570.46 0.04513 (14082603) 3737570.46 0.04398 (14082603) 419634.82 3737570.46 0.04309 (14050224) 3737570.46 0.04208 (14050224) 419254.82 3737590.46 0.09067 (14092203) 3737590.46 0.08452 (13082603) 419294.82 3737590.46 0.07921 (12120206) 3737590.46 0.07539 (12101721) 419334.82 3737590.46 0.07208 (12101721) 3737590.46 0.06850 (12101721) 419374.82 3737590.46 0.06468 (12091201) 3737590.46 0.06180 (15062904) 419414.82 3737590.46 0.05950 (14072104) 3737590.46 0.05718 (14072104) 419454.82 3737590.46 0.05517 (15082724) 3737590.46 0.05360 (15082724) 419494.82 3737590.46 0.05191 (15082724) 3737590.46 0.05010 (15082724) 419534.82 3737590.46 0.04834 (12101624) 3737590.46 0.04690 (14082603) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 48 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL L0006933 , L0006934 L0006936 *** THE 1ST HIGHEST *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 Page 111 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/28/18 1-HR AVERAGE CONCENTRATION .... , L0006932 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.04559 - - (14082603) 419594.82 3737590.46 0.04458 (14050224) 419614.82 3737590.46 0.04372 (14050224) 419634.82 3737590.46 0.04286 (14050224) 419654.82 3737590.46 0.04168 (14050224) 419254.82 3737610.46 0.08580 (13082603) 419274.82 3737610.46 0.08072 (12120206) 419294.82 3737610.46 0.07681 (12101721) 419314.82 3737610.46 0.07318 (12101721) 419334.82 3737610.46 0.06927 (12101721) 419354.82 3737610.46 0.06542 (13050402) 419374.82 3737610.46 0.06271 (14101923) 419394.82 3737610.46 0.06029 (14072104) 419414.82 3737610.46 0.05779 (15082724) 419434.82 3737610.46 0.05618 (15082724) 419454.82 3737610.46 0.05444 (15082724) 419474.82 3737610.46 0.05257 (15082724) 419494.82 3737610.46 0.05067 (12101624) 419514.82 3737610.46 0.04898 (12101624) 419534.82 3737610.46 0.04746 (14082603) 419554.82 3737610.46 0.04625 (14050224) 419574.82 3737610.46 0.04520 (14050224) 419594.82 3737610.46 0.04415 (14050224) 419614.82 3737610.46 0.04308 (14050224) 419634.82 3737610.46 0.04239 (12081805) 419654.82 3737610.46 0.04158 (15101019) 419254.82 3737630.46 0.08220 (12120206) 419274.82 3737630.46 0.07816 (12101721) 419294.82 3737630.46 0.07417 (12101721) 419314.82 3737630.46 0.06987 (12101721) 419334.82 3737630.46 0.06636 (15062904) 419354.82 3737630.46 0.06363 (14072104) Page 112 MainPlace r.ADO 419374.82 3737630.46 0.06100 (14072104) 419394.82 3737630.46 0.05891 (15082724) 419414.82 3737630.46 0.05712 (15082724) 419434.82 3737630.46 0.05519 (15082724) 419454.82 3737630.46 0.05313 (15082724) 419474.82 3737630.46 0.05123 (12101624) 419494.82 3737630.46 0.04956 (12101704) 419514.82 3737630.46 0.04825 (14050224) 419534.82 3737630.46 0.04709 (14050224) 419554.82 3737630.46 0.04581 (14050224) 419574.82 3737630.46 0.04458 (14050224) 419594.82 3737630.46 0.04376 (15101019) 419614.82 3737630.46 0.04300 (15101019) 419634.82 3737630.46 0.04243 (15101019) 419654.82 3737630.46 0.04150 (15101019) 419234.82 3737650.46 0.08372 (12120206) 419254.82 3737650.46 0.07957 (12101721) 419274.82 3737650.46 0.07509 (12101721) 419294.82 3737650.46 0.07044 (15062904) 419314.82 3737650.46 0.06734 (15062904) 419334.82 3737650.46 0.06452 (14072104) 419354.82 3737650.46 0.06178 (15082724) 419374.82 3737650.46 0.05990 (15082724) 419394.82 3737650.46 0.05792 (15082724) 419414.82 3737650.46 0.05581 (15082724) 419434.82 3737650.46 0.05362 (12101624) 419454.82 3737650.46 0.05188 (12101704) 419474.82 3737650.46 0.05030 (14050224) 419494.82 3737650.46 0.04907 (14050224) 419514.82 3737650.46 0.04778 (14050224) 419534.82 3737650.46 0.04645 (14050224) 419554.82 3737650.46 0.04553 (15101019) 419574.82 3737650.46 0.04469 (15101019) 419594.82 3737650.46 0.04379 (15101019) 419614.82 3737650.46 0.04280 (15101019) 419634.82 3737650.46 0.04195 (15101019) 419654.82 3737650.46 0.04108 (15101019) 419234.82 3737670.46 0.08104 (12101721) 419254.82 3737670.46 0.07618 (12101721) 419274.82 3737670.46 0.07171 (15062904) 419294.82 3737670.46 0.06842 (14072104) 419314.82 3737670.46 0.06526 (14072104) 419334.82 3737670.46 0.06288 (15082724) 419354.82 3737670.46 0.06075 (15082724) 419374.82 3737670.46 0.05852 (15082724) 419394.82 3737670.46 0.05621 (15082724) 419414.82 3737670.46 0.05439 (14092604) 419434.82 3737670.46 0.05255 (13091205) Page 113 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 49 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.05117 - - (13091205) 419474.82 3737670.46 0.04977 (14050224) 419494.82 3737670.46 0.04841 (12081805) 419514.82 3737670.46 0.04739 (15101019) 419534.82 3737670.46 0.04651 (15101019) 419554.82 3737670.46 0.04561 (15101019) 419574.82 3737670.46 0.04464 (15101019) 419594.82 3737670.46 0.04358 (15101019) 419614.82 3737670.46 0.04244 (15101019) 419634.82 3737670.46 0.04143 (15101019) 419654.82 3737670.46 0.04055 (14080504) 419234.82 3737690.46 0.07726 (12101721) 419254.82 3737690.46 0.07294 (15062904) 419274.82 3737690.46 0.06949 (14072104) 419294.82 3737690.46 0.06630 (15082724) 419314.82 3737690.46 0.06392 (15082724) 419334.82 3737690.46 0.06148 (15082724) 419354.82 3737690.46 0.05900 (15082724) 419374.82 3737690.46 0.05682 (12101704) 419394.82 Page 114 MainPlace r.ADO 3737690.46 0.05494 (13091205) 419414.82 3737690.46 0.05350 (13091205) 419434.82 3737690.46 0.05195 (13091205) 419454.82 3737690.46 0.05052 (12081805) 419474.82 3737690.46 0.04934 (15101019) 419494.82 3737690.46 0.04838 (15101019) 419514.82 3737690.46 0.04740 (15101019) 419534.82 3737690.46 0.04641 (15101019) 419554.82 3737690.46 0.04539 (15101019) 419574.82 3737690.46 0.04430 (15101019) 419594.82 3737690.46 0.04315 (15101019) 419614.82 3737690.46 0.04201 (13020118) 419634.82 3737690.46 0.04121 (13020118) 419654.82 3737690.46 0.04060 (15081024) 419234.82 3737710.46 0.07420 (14072104) 419254.82 3737710.46 0.07044 (14072104) 419274.82 3737710.46 0.06760 (15082724) 419294.82 3737710.46 0.06486 (15082724) 419314.82 3737710.46 0.06206 (15082724) 419334.82 3737710.46 0.05950 (12101624) 419354.82 3737710.46 0.05743 (13091205) 419374.82 3737710.46 0.05585 (13091205) 419394.82 3737710.46 0.05425 (13091205) 419414.82 3737710.46 0.05279 (12081805) 419434.82 3737710.46 0.05150 (12081805) 419454.82 3737710.46 0.05038 (15101019) 419474.82 3737710.46 0.04930 (15101019) 419494.82 3737710.46 0.04820 (15101019) 419514.82 3737710.46 0.04711 (15101019) 419534.82 3737710.46 0.04605 (15101019) 419554.82 3737710.46 0.04492 (14080504) 419574.82 3737710.46 0.04401 (13020118) 419594.82 3737710.46 0.04314 (13020118) 419614.82 3737710.46 0.04233 (13083003) 419634.82 3737710.46 0.04182 (13083003) 419654.82 3737710.46 0.04125 (13083003) 419234.82 3737730.46 0.07175 (15082724) 419254.82 3737730.46 0.06877 (15082724) 419274.82 3737730.46 0.06566 (15082724) 419294.82 3737730.46 0.06270 (12101624) 419314.82 3737730.46 0.06024 (14050224) 419334.82 3737730.46 0.05841 (14050224) 419354.82 3737730.46 0.05658 (14050224) 419374.82 3737730.46 0.05509 (12081805) 419394.82 3737730.46 0.05374 (12081805) 419414.82 3737730.46 0.05251 (15101019) 419434.82 3737730.46 0.05133 (15101019) 419454.82 3737730.46 0.05013 (15101019) 419474.82 Page 115 MainPlace_r.ADO 3737730.46 0.04889 (15101019) 419494.82 3737730.46 0.04763 (15101019) 3737730.46 0.04654 (13020118) 419534.82 3737730.46 0.04575 (13020118) 3737730.46 0.04485 (13020118) 419574.82 3737730.46 0.04421 (13083003) 3737730.46 0.04367 (13083003) 419614.82 3737730.46 0.04308 (13083003) 3737730.46 0.04247 (13083003) 419654.82 3737730.46 0.04188 (13083003) 3737750.46 0.06954 (15082724) 419254.82 3737750.46 0.06634 (12101624) 3737750.46 0.06347 (14050224) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 PAGE 50 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - - - - - 3737750.46 0.06136 - - (14050224) 419314.82 3737750.46 0.05926 (14050224) 419334.82 3737750.46 0.05756 (12081805) 419354.82 3737750.46 0.05616 (15101019) 419374.82 3737750.46 0.05481 (15101019) 419394.82 3737750.46 0.05348 (15101019) Page 116 MainPlace r.ADO 419414.82 3737750.46 0.05216 (15101019) 419434.82 3737750.46 0.05085 (15101019) 419454.82 3737750.46 0.04958 (14080504) 419474.82 3737750.46 0.04847 (13020118) 419494.82 3737750.46 0.04743 (13020118) 419514.82 3737750.46 0.04660 (13083003) 419534.82 3737750.46 0.04603 (13083003) 419554.82 3737750.46 0.04546 (13083003) 419574.82 3737750.46 0.04489 (13083003) 419594.82 3737750.46 0.04431 (13083003) 419614.82 3737750.46 0.04376 (13083003) 419634.82 3737750.46 0.04300 (15020721) 419654.82 3737750.46 0.04256 (15020721) 419234.82 3737770.46 0.06704 (14050224) 419254.82 3737770.46 0.06449 (14050224) 419274.82 3737770.46 0.06225 (14050224) 419294.82 3737770.46 0.06050 (15101019) 419314.82 3737770.46 0.05887 (15101019) 419334.82 3737770.46 0.05730 (15101019) 419354.82 3737770.46 0.05579 (15101019) 419374.82 3737770.46 0.05431 (15101019) 419394.82 3737770.46 0.05286 (15101019) 419414.82 3737770.46 0.05160 (13020118) 419434.82 3737770.46 0.05059 (13020118) 419454.82 3737770.46 0.04963 (15103020) 419474.82 3737770.46 0.04878 (15103020) 419494.82 3737770.46 0.04806 (13083003) 419514.82 3737770.46 0.04739 (13083003) 419534.82 3737770.46 0.04682 (13083003) 419554.82 3737770.46 0.04612 (13083003) 419574.82 3737770.46 0.04550 (13083003) 419594.82 3737770.46 0.04513 (14110521) 419614.82 3737770.46 0.04470 (14110521) 419634.82 3737770.46 0.04404 (16092619) 419654.82 3737770.46 0.04384 (16092619) 419254.82 3737790.46 0.06362 (15101019) 419274.82 3737790.46 0.06186 (15101019) 419294.82 3737790.46 0.06004 (15101019) 419314.82 3737790.46 0.05827 (15101019) 419334.82 3737790.46 0.05657 (15101019) 419354.82 3737790.46 0.05500 (14080504) 419374.82 3737790.46 0.05381 (13020118) 419394.82 3737790.46 0.05277 (15103020) 419414.82 3737790.46 0.05195 (15103020) 419434.82 3737790.46 0.05120 (15103020) 419454.82 3737790.46 0.05042 (15103020) 419474.82 3737790.46 0.04961 (13083003) 419494.82 3737790.46 0.04890 (13083003) Page 117 MainPlace_r.ADO 419514.82 3737790.46 0.04827 (14110521) 3737790.46 0.04794 (14110521) 419554.82 3737790.46 0.04740 (14110521) 3737790.46 0.04700 (14110521) 419594.82 3737790.46 0.04678 (16092619) 3737790.46 0.04653 (16092619) 419634.82 3737790.46 0.04613 (16092619) 3737790.46 0.04586 (16092619) 419274.82 3737810.46 0.06106 (15101019) 3737810.46 0.05907 (15101019) 419314.82 3737810.46 0.05735 (13020118) 3737810.46 0.05601 (13020118) 419354.82 3737810.46 0.05512 (15103020) 3737810.46 0.05431 (15103020) 419394.82 3737810.46 0.05351 (15103020) 3737810.46 0.05274 (15103020) 419434.82 3737810.46 0.05222 (14110521) 3737810.46 0.05176 (14110521) 419474.82 3737810.46 0.05115 (14110521) 3737810.46 0.05053 (14110521) 419514.82 3737810.46 0.05008 (14081505) 3737810.46 0.04993 (16092619) 419554.82 3737810.46 0.04974 (16092619) 3737810.46 0.04949 (16092619) 419594.82 3737810.46 0.04918 (16092619) 3737810.46 0.04880 (16092619) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 51 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** Page 118 MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04825 - - (16092619) 419654.82 3737810.46 0.04785 (16092619) 419294.82 3737830.46 0.05883 (13083003) 419314.82 3737830.46 0.05768 (13083003) 419334.82 3737830.46 0.05668 (13083003) 419354.82 3737830.46 0.05580 (13083003) 419374.82 3737830.46 0.05526 (14110521) 419394.82 3737830.46 0.05474 (14110521) 419414.82 3737830.46 0.05436 (14110521) 419434.82 3737830.46 0.05422 (14110521) 419454.82 3737830.46 0.05386 (14110521) 419474.82 3737830.46 0.05345 (16092619) 419494.82 3737830.46 0.05320 (16092619) 419514.82 3737830.46 0.05295 (16092619) 419534.82 3737830.46 0.05266 (16092619) 419554.82 3737830.46 0.05231 (16092619) 419574.82 3737830.46 0.05199 (16092021) 419594.82 3737830.46 0.05162 (16092021) 419614.82 3737830.46 0.05107 (16092021) 419634.82 3737830.46 0.05047 (16092021) 419654.82 3737830.46 0.05009 (16092021) 419314.82 3737850.46 0.05851 (14110521) 419334.82 3737850.46 0.05788 (14110521) 419354.82 3737850.46 0.05749 (16092619) 419374.82 3737850.46 0.05730 (16092619) 419394.82 3737850.46 0.05720 (16092619) 419414.82 3737850.46 0.05715 (16092619) 419434.82 3737850.46 0.05712 (16092619) 419454.82 3737850.46 0.05694 (16092619) 419474.82 3737850.46 0.05657 (16092619) 419494.82 3737850.46 0.05622 (16092021) 419514.82 3737850.46 0.05597 (16092021) 419534.82 3737850.46 0.05557 (16092021) 419554.82 3737850.46 0.05510 (12082701) 419574.82 3737850.46 0.05471 (12082701) 419594.82 3737850.46 0.05424 (12082701) 419614.82 3737850.46 0.05370 (12072004) 419634.82 3737850.46 0.05324 (12072004) 419654.82 3737850.46 0.05296 (12072004) 419514.82 3737870.46 0.05928 (12072004) 419534.82 3737870.46 0.05878 (12072004) 419554.82 Page 119 MainPlace_r.ADO 3737870.46 0.05809 (15031407) 419574.82 3737870.46 0.05761 (15031407) 3737870.46 0.05717 (15031407) 419614.82 3737870.46 0.05674 (15031407) 3737870.46 0.05653 (15082704) 419654.82 3737870.46 0.05635 (15082704) 3737890.46 0.05946 (12082821) 419534.82 3737890.46 0.05896 (12082821) 3737890.46 0.05840 (12082821) 419574.82 3737890.46 0.05799 (12082821) 3737890.46 0.05767 (12082821) 419614.82 3737890.46 0.05740 (12082821) 3737890.46 0.05708 (12082821) 419654.82 3737890.46 0.05686 (12082821) 3737890.46 0.05682 (12082821) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 PAGE 52 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 0.03586c (12120424) 419414.82 3737330.46 0.03439c (12120424) 419434.82 3737330.46 0.03282c (12120424) 419454.82 3737330.46 0.03119c (12120424) Page 120 MainPlace r.ADO 419474.82 3737330.46 0.02952c (12120424) 419494.82 3737330.46 0.02806c (12120424) 419514.82 3737330.46 0.02667c (12120424) 419534.82 3737330.46 0.02527c (12120424) 419554.82 3737330.46 0.02456 (13020124) 419574.82 3737330.46 0.02378 (13020124) 419594.82 3737330.46 0.02297 (13020124) 419614.82 3737330.46 0.02218 (13020124) 419634.82 3737330.46 0.02141 (13020124) 419654.82 3737330.46 0.02073 (13020124) 419374.82 3737350.46 0.03606c (12120424) 419394.82 3737350.46 0.03457c (12120424) 419414.82 3737350.46 0.03293c (12120424) 419434.82 3737350.46 0.03135c (12120424) 419454.82 3737350.46 0.02980c (12120424) 419474.82 3737350.46 0.02823c (12120424) 419494.82 3737350.46 0.02694c (12120424) 419514.82 3737350.46 0.02563c (12120424) 419534.82 3737350.46 0.02437 (13020124) 419554.82 3737350.46 0.02368 (13020124) 419574.82 3737350.46 0.02298 (13020124) 419594.82 3737350.46 0.02228 (13020124) 419614.82 3737350.46 0.02160 (13020124) 419634.82 3737350.46 0.02094 (13020124) 419654.82 3737350.46 0.02036 (13020124) 419374.82 3737370.46 0.03489c (12120424) 419394.82 3737370.46 0.03331c (12120424) 419414.82 3737370.46 0.03165c (12120424) 419434.82 3737370.46 0.03010c (12120424) 419454.82 3737370.46 0.02864c (12120424) 419474.82 3737370.46 0.02716c (12120424) 419494.82 3737370.46 0.02603c (12120424) 419514.82 3737370.46 0.02492c (12120424) 419534.82 3737370.46 0.02400 (13020124) 419554.82 3737370.46 0.02328 (13020124) 419574.82 3737370.46 0.02263 (13020124) 419594.82 3737370.46 0.02196 (13020124) 419614.82 3737370.46 0.02129 (13020124) 419634.82 3737370.46 0.02067 (13020124) 419654.82 3737370.46 0.02013 (13020124) 419354.82 3737390.46 0.03482c (12120424) 419374.82 3737390.46 0.03361c (12120424) 419394.82 3737390.46 0.03208c (12120424) 419414.82 3737390.46 0.03049c (12120424) 419434.82 3737390.46 0.02898c (12120424) 419454.82 3737390.46 0.02758c (12120424) 419474.82 3737390.46 0.02617c (12120424) 419494.82 3737390.46 0.02503c (12120424) Page 121 MainPlace_r.ADO 419514.82 3737390.46 0.02404 (13020124) 3737390.46 0.02339 (13020124) 419554.82 3737390.46 0.02272 (13020124) 3737390.46 0.02210 (13020124) 419594.82 3737390.46 0.02150 (13020124) 3737390.46 0.02092 (13020124) 419634.82 3737390.46 0.02038 (13020124) 3737390.46 0.01989 (13020124) 419354.82 3737410.46 0.03339c (12120424) 3737410.46 0.03232c (12120424) 419394.82 3737410.46 0.03089c (12120424) 3737410.46 0.02941c (12120424) 419434.82 3737410.46 0.02798c (12120424) 3737410.46 0.02662c (12120424) 419474.82 3737410.46 0.02525c (12120424) 3737410.46 0.02399c (12120424) 419514.82 3737410.46 0.02325 (13020124) 3737410.46 0.02266 (13020124) 419554.82 3737410.46 0.02208 (13020124) 3737410.46 0.02152 (13020124) 419594.82 3737410.46 0.02102 (13020124) 3737410.46 0.02055 (13020124) 419634.82 3737410.46 0.02010 (13020124) 3737410.46 0.01965 (13020124) 419334.82 3737430.46 0.03349c (12120424) 3737430.46 0.03216c (12120424) 419374.82 3737430.46 0.03107c (12120424) 3737430.46 0.02970c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 53 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419534.82 419574.82 419614.82 419654.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419354.82 419394.82 12/28/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** DISCRETE CARTESIAN RECEPTOR POINTS Page 122 *** ** MainPlace r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.02834c - - (12120424) 419434.82 3737430.46 0.02697c (12120424) 419454.82 3737430.46 0.02545c (12120424) 419474.82 3737430.46 0.02422c (12120424) 419494.82 3737430.46 0.02330 (13020124) 419514.82 3737430.46 0.02275 (13020124) 419534.82 3737430.46 0.02220 (13020124) 419554.82 3737430.46 0.02170 (13020124) 419574.82 3737430.46 0.02123 (13020124) 419594.82 3737430.46 0.02081 (13020124) 419614.82 3737430.46 0.02040 (13020124) 419634.82 3737430.46 0.01995 (13020124) 419654.82 3737430.46 0.01942 (13020124) 419334.82 3737450.46 0.03227c (12120424) 419354.82 3737450.46 0.03105c (12120424) 419374.82 3737450.46 0.02991c (12120424) 419394.82 3737450.46 0.02862c (12120424) 419414.82 3737450.46 0.02731c (12120424) 419434.82 3737450.46 0.02599c (12120424) 419454.82 3737450.46 0.02457c (12120424) 419474.82 3737450.46 0.02343c (12120424) 419494.82 3737450.46 0.02290 (13020124) 419514.82 3737450.46 0.02240 (13020124) 419534.82 3737450.46 0.02187 (13020124) 419554.82 3737450.46 0.02138 (13020124) 419574.82 3737450.46 0.02095 (13020124) 419594.82 3737450.46 0.02056 (13020124) 419614.82 3737450.46 0.02016 (13020124) 419634.82 3737450.46 0.01971 (13020124) 419654.82 3737450.46 0.01917 (13020124) 419314.82 3737470.46 0.03310c (12120424) 419334.82 3737470.46 0.03125c (12120424) 419354.82 3737470.46 0.03005c (12120424) 419374.82 3737470.46 0.02888c (12120424) 419394.82 3737470.46 0.02763c (12120424) 419414.82 3737470.46 0.02632c (12120424) 419434.82 3737470.46 0.02501c (12120424) 419454.82 3737470.46 0.02393c (12120424) 419474.82 3737470.46 0.02314 (13020124) 419494.82 Page 123 MainPlace_r.ADO 3737470.46 0.02267 (13020124) 419514.82 3737470.46 0.02218 (13020124) 3737470.46 0.02165 (13020124) 419554.82 3737470.46 0.02112 (13020124) 3737470.46 0.02069 (13020124) 419594.82 3737470.46 0.02030 (13020124) 3737470.46 0.01988 (13020124) 419634.82 3737470.46 0.01941 (13020124) 3737470.46 0.01889 (13020124) 419314.82 3737490.46 0.03182c (12120424) 3737490.46 0.03026c (12120424) 419354.82 3737490.46 0.02884c (12120424) 3737490.46 0.02781c (12120424) 419394.82 3737490.46 0.02667c (12120424) 3737490.46 0.02551c (12120424) 419434.82 3737490.46 0.02437c (12120424) 3737490.46 0.02338 (13020124) 419474.82 3737490.46 0.02292 (13020124) 3737490.46 0.02244 (13020124) 419514.82 3737490.46 0.02194 (13020124) 3737490.46 0.02143 (13020124) 419554.82 3737490.46 0.02091 (13020124) 3737490.46 0.02045 (13020124) 419594.82 3737490.46 0.02001 (13020124) 3737490.46 0.01956 (13020124) 419634.82 3737490.46 0.01911 (13020124) 3737490.46 0.01861 (13020124) 419294.82 3737510.46 0.03210c (12120424) 3737510.46 0.03068c (12120424) 419334.82 3737510.46 0.02933c (12120424) 3737510.46 0.02784c (12120424) 419374.82 3737510.46 0.02689c (12120424) 3737510.46 0.02584c (12120424) 419414.82 3737510.46 0.02478c (12120424) 3737510.46 0.02373c (12120424) 419454.82 3737510.46 0.02315 (13020124) 3737510.46 0.02270 (13020124) 419494.82 3737510.46 0.02222 (13020124) 3737510.46 0.02173 (13020124) 419534.82 3737510.46 0.02125 (13020124) 3737510.46 0.02071 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 54 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 124 12/28/18 419534.82 419574.82 419614.82 419654.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 MainPlace r.ADO *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - - 0.02022 - (13020124) 419594.82 3737510.46 0.01973 (13020124) 419614.82 3737510.46 0.01925 (13020124) 419634.82 3737510.46 0.01877 (13020124) 419654.82 3737510.46 0.01829 (13020124) 419294.82 3737530.46 0.03125c (12120424) 419314.82 3737530.46 0.02982c (12120424) 419334.82 3737530.46 0.02844c (12120424) 419354.82 3737530.46 0.02714c (12120424) 419374.82 3737530.46 0.02616c (12120424) 419394.82 3737530.46 0.02515c (12120424) 419414.82 3737530.46 0.02411c (12120424) 419434.82 3737530.46 0.02334 (13020124) 419454.82 3737530.46 0.02293 (13020124) 419474.82 3737530.46 0.02250 (13020124) 419494.82 3737530.46 0.02202 (13020124) 419514.82 3737530.46 0.02155 (13020124) 419534.82 3737530.46 0.02110 (13020124) 419554.82 3737530.46 0.02052 (13020124) 419574.82 3737530.46 0.01998 (13020124) 419594.82 3737530.46 0.01945 (13020124) 419614.82 3737530.46 0.01893 (13020124) 419634.82 3737530.46 0.01835 (13020124) 419654.82 3737530.46 0.01791 (13020124) 419274.82 3737550.46 0.03221c (12120424) 419294.82 3737550.46 0.03064c (12120424) Page 125 MainPlace r.ADO 419314.82 3737550.46 0.02919c (12120424) 419334.82 3737550.46 0.02781c (12120424) 419354.82 3737550.46 0.02651c (12120424) 419374.82 3737550.46 0.02549c (12120424) 419394.82 3737550.46 0.02447c (12120424) 419414.82 3737550.46 0.02352 (13020124) 419434.82 3737550.46 0.02312 (13020124) 419454.82 3737550.46 0.02270 (13020124) 419474.82 3737550.46 0.02225 (13020124) 419494.82 3737550.46 0.02177 (13020124) 419514.82 3737550.46 0.02128 (13020124) 419534.82 3737550.46 0.02079 (13020124) 419554.82 3737550.46 0.02024 (13020124) 419574.82 3737550.46 0.01970 (13020124) 419594.82 3737550.46 0.01916 (13020124) 419614.82 3737550.46 0.01863 (13020124) 419634.82 3737550.46 0.01810 (13020124) 419654.82 3737550.46 0.01769 (13020124) 419274.82 3737570.46 0.03170c (12120424) 419294.82 3737570.46 0.03008c (12120424) 419314.82 3737570.46 0.02861c (12120424) 419334.82 3737570.46 0.02722c (12120424) 419354.82 3737570.46 0.02586c (12120424) 419374.82 3737570.46 0.02481c (12120424) 419394.82 3737570.46 0.02376c (12120424) 419414.82 3737570.46 0.02331 (13020124) 419434.82 3737570.46 0.02289 (13020124) 419454.82 3737570.46 0.02245 (13020124) 419474.82 3737570.46 0.02198 (13020124) 419494.82 3737570.46 0.02149 (13020124) 419514.82 3737570.46 0.02099 (13020124) 419534.82 3737570.46 0.02049 (13020124) 419554.82 3737570.46 0.01996 (13020124) 419574.82 3737570.46 0.01942 (13020124) 419594.82 3737570.46 0.01888 (13020124) 419614.82 3737570.46 0.01835 (13020124) 419634.82 3737570.46 0.01784 (13020124) 419654.82 3737570.46 0.01746 (13020124) 419254.82 3737590.46 0.03293c (12120424) 419274.82 3737590.46 0.03111c (12120424) 419294.82 3737590.46 0.02950c (12120424) 419314.82 3737590.46 0.02804c (12120424) 419334.82 3737590.46 0.02662c (12120424) 419354.82 3737590.46 0.02521c (12120424) 419374.82 3737590.46 0.02415c (12120424) 419394.82 3737590.46 0.02353 (13020124) 419414.82 3737590.46 0.02309 (13020124) 419434.82 3737590.46 0.02265 (13020124) Page 126 MainPlace r.ADO 419454.82 3737590.46 0.02218 (13020124) 419474.82 3737590.46 0.02170 (13020124) 419494.82 3737590.46 0.02120 (13020124) 419514.82 3737590.46 0.02071 (13020124) 419534.82 3737590.46 0.02028 (13020124) 419554.82 3737590.46 0.01970 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 55 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - - 0.01915 - (13020124) 419594.82 3737590.46 0.01861 (13020124) 419614.82 3737590.46 0.01807 (13020124) 419634.82 3737590.46 0.01755 (13020124) 419654.82 3737590.46 0.01721 (13020124) 419254.82 3737610.46 0.03234c (12120424) 419274.82 3737610.46 0.03064c (12120424) 419294.82 3737610.46 0.02905c (12120424) 419314.82 3737610.46 0.02755c (12120424) 419334.82 3737610.46 0.02609c (12120424) 419354.82 3737610.46 0.02463c (12120424) 419374.82 3737610.46 0.02380 (13020124) 419394.82 3737610.46 0.02332 (13020124) 419414.82 Page 127 MainPlace r.ADO 3737610.46 0.02284 (13020124) 419434.82 3737610.46 0.02237 (13020124) 419454.82 3737610.46 0.02188 (13020124) 419474.82 3737610.46 0.02139 (13020124) 419494.82 3737610.46 0.02089 (13020124) 419514.82 3737610.46 0.02040 (13020124) 419534.82 3737610.46 0.01994 (13020124) 419554.82 3737610.46 0.01942 (13020124) 419574.82 3737610.46 0.01889 (13020124) 419594.82 3737610.46 0.01838 (13020124) 419614.82 3737610.46 0.01789 (13020124) 419634.82 3737610.46 0.01736 (13020124) 419654.82 3737610.46 0.01704 (13020124) 419254.82 3737630.46 0.03171c (12120424) 419274.82 3737630.46 0.03014c (12120424) 419294.82 3737630.46 0.02857c (12120424) 419314.82 3737630.46 0.02704c (12120424) 419334.82 3737630.46 0.02555c (12120424) 419354.82 3737630.46 0.02438 (13020124) 419374.82 3737630.46 0.02367 (13020124) 419394.82 3737630.46 0.02309 (13020124) 419414.82 3737630.46 0.02256 (13020124) 419434.82 3737630.46 0.02207 (13020124) 419454.82 3737630.46 0.02157 (13020124) 419474.82 3737630.46 0.02107 (13020124) 419494.82 3737630.46 0.02057 (13020124) 419514.82 3737630.46 0.02007 (13020124) 419534.82 3737630.46 0.01959 (13020124) 419554.82 3737630.46 0.01914 (13020124) 419574.82 3737630.46 0.01864 (13020124) 419594.82 3737630.46 0.01816 (13020124) 419614.82 3737630.46 0.01773 (13020124) 419634.82 3737630.46 0.01723 (13020124) 419654.82 3737630.46 0.01691 (13020124) 419234.82 3737650.46 0.03257c (12120424) 419254.82 3737650.46 0.03096c (12120424) 419274.82 3737650.46 0.02951c (12120424) 419294.82 3737650.46 0.02806c (12120424) 419314.82 3737650.46 0.02656c (12120424) 419334.82 3737650.46 0.02540 (13020124) 419354.82 3737650.46 0.02451 (13020124) 419374.82 3737650.46 0.02369 (13020124) 419394.82 3737650.46 0.02293 (13020124) 419414.82 3737650.46 0.02228 (13020124) 419434.82 3737650.46 0.02175 (13020124) 419454.82 3737650.46 0.02123 (13020124) 419474.82 3737650.46 0.02073 (13020124) 419494.82 3737650.46 0.02024 (13020124) 419514.82 Page 128 MainPlace_r.ADO 3737650.46 0.01975 (13020124) 419534.82 3737650.46 0.01928 (13020124) 3737650.46 0.01882 (13020124) 419574.82 3737650.46 0.01838 (13020124) 3737650.46 0.01797 (13020124) 419614.82 3737650.46 0.01759 (13020124) 3737650.46 0.01718 (13020124) 419654.82 3737650.46 0.01679 (13020124) 3737670.46 0.03164c (12120424) 419254.82 3737670.46 0.03006c (12120424) 3737670.46 0.02865c (12120424) 419294.82 3737670.46 0.02724c (12120424) 3737670.46 0.02616 (13020124) 419334.82 3737670.46 0.02521 (13020124) 3737670.46 0.02429 (13020124) 419374.82 3737670.46 0.02345 (13020124) 3737670.46 0.02263 (13020124) 419414.82 3737670.46 0.02193 (13020124) 3737670.46 0.02140 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 PAGE 56 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 129 MainPlace r.ADO 419454.82 3737670.46 0.02089 (13020124) 419474.82 3737670.46 0.02039 (13020124) 419494.82 3737670.46 0.01991 (13020124) 419514.82 3737670.46 0.01944 (13020124) 419534.82 3737670.46 0.01899 (13020124) 419554.82 3737670.46 0.01855 (13020124) 419574.82 3737670.46 0.01815 (13020124) 419594.82 3737670.46 0.01778 (13020124) 419614.82 3737670.46 0.01744c (14010624) 419634.82 3737670.46 0.01712c (14010624) 419654.82 3737670.46 0.01673c (14010624) 419234.82 3737690.46 0.03052c (12120424) 419254.82 3737690.46 0.02908c (12120424) 419274.82 3737690.46 0.02768c (12120424) 419294.82 3737690.46 0.02667 (13020124) 419314.82 3737690.46 0.02578 (13020124) 419334.82 3737690.46 0.02486 (13020124) 419354.82 3737690.46 0.02391 (13020124) 419374.82 3737690.46 0.02308 (13020124) 419394.82 3737690.46 0.02226 (13020124) 419414.82 3737690.46 0.02156 (13020124) 419434.82 3737690.46 0.02103 (13020124) 419454.82 3737690.46 0.02054 (13020124) 419474.82 3737690.46 0.02006 (13020124) 419494.82 3737690.46 0.01960 (13020124) 419514.82 3737690.46 0.01915 (13020124) 419534.82 3737690.46 0.01871 (13020124) 419554.82 3737690.46 0.01831 (13020124) 419574.82 3737690.46 0.01794 (13020124) 419594.82 3737690.46 0.01763c (14010624) 419614.82 3737690.46 0.01739c (14010624) 419634.82 3737690.46 0.01708c (14010624) 419654.82 3737690.46 0.01671c (14010624) 419234.82 3737710.46 0.02961c (12120424) 419254.82 3737710.46 0.02816c (12120424) 419274.82 3737710.46 0.02721 (13020124) 419294.82 3737710.46 0.02633 (13020124) 419314.82 3737710.46 0.02542 (13020124) 419334.82 3737710.46 0.02449 (13020124) 419354.82 3737710.46 0.02356 (13020124) 419374.82 3737710.46 0.02268 (13020124) 419394.82 3737710.46 0.02186 (13020124) 419414.82 3737710.46 0.02118 (13020124) 419434.82 3737710.46 0.02069 (13020124) 419454.82 3737710.46 0.02020 (13020124) 419474.82 3737710.46 0.01975 (13020124) 419494.82 3737710.46 0.01930 (13020124) 419514.82 3737710.46 0.01887 (13020124) Page 130 MainPlace_r.ADO 419534.82 3737710.46 0.01843 (13020124) 3737710.46 0.01812c (14010624) 419574.82 3737710.46 0.01783c (14010624) 3737710.46 0.01755c (14010624) 419614.82 3737710.46 0.01733c (14010624) 3737710.46 0.01700c (14010624) 419654.82 3737710.46 0.01671c (14010624) 3737730.46 0.02885c (12120424) 419254.82 3737730.46 0.02781 (13020124) 3737730.46 0.02689 (13020124) 419294.82 3737730.46 0.02596 (13020124) 3737730.46 0.02502 (13020124) 419334.82 3737730.46 0.02409 (13020124) 3737730.46 0.02316 (13020124) 419374.82 3737730.46 0.02229 (13020124) 3737730.46 0.02150 (13020124) 419414.82 3737730.46 0.02084 (13020124) 3737730.46 0.02034 (13020124) 419454.82 3737730.46 0.01988 (13020124) 3737730.46 0.01952c (14010624) 419494.82 3737730.46 0.01923c (14010624) 3737730.46 0.01889c (14010624) 419534.82 3737730.46 0.01848c (14010624) 3737730.46 0.01819c (14010624) 419574.82 3737730.46 0.01788c (14010624) 3737730.46 0.01757c (14010624) 419614.82 3737730.46 0.01729c (14010624) 3737730.46 0.01701c (14010624) 419654.82 3737730.46 0.01671c (14010624) 3737750.46 0.02886 (13020124) 419254.82 3737750.46 0.02759 (13020124) 3737750.46 0.02653 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 57 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP , L0006933 fflu....•� 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 12/28/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , Page 131 .... coo.•, , L0006932 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.02556 - (13020124) 419314.82 3737750.46 0.02461 (13020124) 419334.82 3737750.46 0.02367 (13020124) 419354.82 3737750.46 0.02275 (13020124) 419374.82 3737750.46 0.02191 (13020124) 419394.82 3737750.46 0.02118 (13020124) 419414.82 3737750.46 0.02055 (13020124) 419434.82 3737750.46 0.02008c (14010624) 419454.82 3737750.46 0.01975c (14010624) 419474.82 3737750.46 0.01955c (14010624) 419494.82 3737750.46 0.01933c (14010624) 419514.82 3737750.46 0.01904c (14010624) 419534.82 3737750.46 0.01867c (14010624) 419554.82 3737750.46 0.01832c (14010624) 419574.82 3737750.46 0.01798c (14010624) 419594.82 3737750.46 0.01764c (14010624) 419614.82 3737750.46 0.01729c (14010624) 419634.82 3737750.46 0.01708c (14010624) 419654.82 3737750.46 0.01673c (14010624) 419234.82 3737770.46 0.02867 (13020124) 419254.82 3737770.46 0.02773 (13020124) 419274.82 3737770.46 0.02630 (13020124) 419294.82 3737770.46 0.02517 (13020124) 419314.82 3737770.46 0.02417 (13020124) 419334.82 3737770.46 0.02324 (13020124) 419354.82 3737770.46 0.02231 (13020124) 419374.82 3737770.46 0.02154c (14010624) 419394.82 3737770.46 0.02097c (14010624) 419414.82 3737770.46 0.02051c (14010624) 419434.82 3737770.46 0.02009c (14010624) 419454.82 3737770.46 0.01976c (14010624) 419474.82 3737770.46 0.01956c (14010624) 419494.82 3737770.46 0.01936c (14010624) 419514.82 3737770.46 0.01910c (14010624) 419534.82 3737770.46 0.01870c (14010624) 419554.82 Page 132 MainPlace_r.ADO 3737770.46 0.01844c (14010624) 419574.82 3737770.46 0.01809c (14010624) 3737770.46 0.01771c (14010624) 419614.82 3737770.46 0.01741c (14010624) 3737770.46 0.01719c (14010624) 419654.82 3737770.46 0.01687c (14010624) 3737790.46 0.02741 (13020124) 419274.82 3737790.46 0.02590 (13020124) 3737790.46 0.02476 (13020124) 419314.82 3737790.46 0.02394c (14010624) 3737790.46 0.02315c (14010624) 419354.82 3737790.46 0.02232c (14010624) 3737790.46 0.02155c (14010624) 419394.82 3737790.46 0.02099c (14010624) 3737790.46 0.02055c (14010624) 419434.82 3737790.46 0.02011c (14010624) 3737790.46 0.01979c (14010624) 419474.82 3737790.46 0.01961c (14010624) 3737790.46 0.01941c (14010624) 419514.82 3737790.46 0.01914c (14010624) 3737790.46 0.01875c (14010624) 419554.82 3737790.46 0.01848c (14010624) 3737790.46 0.01814c (14010624) 419594.82 3737790.46 0.01778c (14010624) 3737790.46 0.01750c (14010624) 419634.82 3737790.46 0.01731c (14010624) 3737790.46 0.01699c (14010624) 419274.82 3737810.46 0.02564c (14010624) 3737810.46 0.02484c (14010624) 419314.82 3737810.46 0.02408c (14010624) 3737810.46 0.02327c (14010624) 419354.82 3737810.46 0.02243c (14010624) 3737810.46 0.02166c (14010624) 419394.82 3737810.46 0.02107c (14010624) 3737810.46 0.02059c (14010624) 419434.82 3737810.46 0.02015c (14010624) 3737810.46 0.01983c (14010624) 419474.82 3737810.46 0.01969c (14010624) 3737810.46 0.01949c (14010624) 419514.82 3737810.46 0.01918c (14010624) 3737810.46 0.01880c (14010624) 419554.82 3737810.46 0.01846c (14010624) 3737810.46 0.01815c (14010624) 419594.82 3737810.46 0.01786c (14010624) 3737810.46 0.01759c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** Page 133 12/28/18 419594.82 419634.82 419254.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 MainPlace_r.ADO *** 15:29:02 PAGE 58 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - - 0.01742c - (14010624) 419654.82 3737810.46 0.01712c (14010624) 419294.82 3737830.46 0.02511c (14010624) 419314.82 3737830.46 0.02435c (14010624) 419334.82 3737830.46 0.02350c (14010624) 419354.82 3737830.46 0.02263c (14010624) 419374.82 3737830.46 0.02194c (14010624) 419394.82 3737830.46 0.02141c (14010624) 419414.82 3737830.46 0.02089c (14010624) 419434.82 3737830.46 0.02022c (14010624) 419454.82 3737830.46 0.01986c (14010624) 419474.82 3737830.46 0.01975c (14010624) 419494.82 3737830.46 0.01960c (14010624) 419514.82 3737830.46 0.01928c (14010624) 419534.82 3737830.46 0.01890c (14010624) 419554.82 3737830.46 0.01854c (14010624) 419574.82 3737830.46 0.01822c (14010624) 419594.82 3737830.46 0.01796c (14010624) 419614.82 3737830.46 0.01778c (14010624) 419634.82 3737830.46 0.01760c (14010624) 419654.82 3737830.46 0.01730c (14010624) 419314.82 3737850.46 0.02447c (14010624) Page 134 MainPlace_r.ADO 419334.82 3737850.46 0.02364c (14010624) 3737850.46 0.02286c (14010624) 419374.82 3737850.46 0.02222c (14010624) 3737850.46 0.02171c (14010624) 419414.82 3737850.46 0.02118c (14010624) 3737850.46 0.02048c (14010624) 419454.82 3737850.46 0.02008c (14010624) 3737850.46 0.01992c (14010624) 419494.82 3737850.46 0.01967c (14010624) 3737850.46 0.01926c (14010624) 419534.82 3737850.46 0.01892c (14010624) 3737850.46 0.01861c (14010624) 419574.82 3737850.46 0.01832c (14010624) 3737850.46 0.01807c (14010624) 419614.82 3737850.46 0.01790c (14010624) 3737850.46 0.01770c (14010624) 419654.82 3737850.46 0.01741c (14010624) 3737870.46 0.01906c (14010624) 419534.82 3737870.46 0.01880c (14010624) 3737870.46 0.01863c (14010624) 419574.82 3737870.46 0.01842c (14010624) 3737870.46 0.01816c (14010624) 419614.82 3737870.46 0.01790c (14010624) 3737870.46 0.01765c (14010624) 419654.82 3737870.46 0.01739c (14010624) 3737890.46 0.02070c (14120424) 419534.82 3737890.46 0.02038c (14120424) 3737890.46 0.02009c (14120424) 419574.82 3737890.46 0.01982c (14120424) 3737890.46 0.01957c (14120424) 419614.82 3737890.46 0.01933c (14120424) 3737890.46 0.01912c (14120424) 419654.82 3737890.46 0.01893c (14120424) 3737890.46 0.01869c (14120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 59 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL , L0006933 , L0006941 , L0006942 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 12/28/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006935 , L0006937 , L0006938 , L0006939 , L0006940 L0006943 , Page 135 *** MainPlace r.ADO L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - - 0.03586c - (12120424) 419414.82 3737330.46 0.03439c (12120424) 419434.82 3737330.46 0.03282c (12120424) 419454.82 3737330.46 0.03119c (12120424) 419474.82 3737330.46 0.02952c (12120424) 419494.82 3737330.46 0.02806c (12120424) 419514.82 3737330.46 0.02667c (12120424) 419534.82 3737330.46 0.02527c (12120424) 419554.82 3737330.46 0.02456 (13020124) 419574.82 3737330.46 0.02378 (13020124) 419594.82 3737330.46 0.02297 (13020124) 419614.82 3737330.46 0.02218 (13020124) 419634.82 3737330.46 0.02141 (13020124) 419654.82 3737330.46 0.02073 (13020124) 419374.82 3737350.46 0.03606c (12120424) 419394.82 3737350.46 0.03457c (12120424) 419414.82 3737350.46 0.03293c (12120424) 419434.82 3737350.46 0.03135c (12120424) 419454.82 3737350.46 0.02980c (12120424) 419474.82 3737350.46 0.02823c (12120424) 419494.82 3737350.46 0.02694c (12120424) 419514.82 3737350.46 0.02563c (12120424) 419534.82 3737350.46 0.02437 (13020124) 419554.82 3737350.46 0.02368 (13020124) 419574.82 3737350.46 0.02298 (13020124) 419594.82 3737350.46 0.02228 (13020124) 419614.82 3737350.46 0.02160 (13020124) 419634.82 3737350.46 0.02094 (13020124) 419654.82 3737350.46 0.02036 (13020124) 419374.82 3737370.46 0.03489c (12120424) 419394.82 3737370.46 0.03331c (12120424) 419414.82 3737370.46 0.03165c (12120424) 419434.82 3737370.46 0.03010c (12120424) 419454.82 Page 136 MainPlace r.ADO 3737370.46 0.02864c (12120424) 419474.82 3737370.46 0.02716c (12120424) 419494.82 3737370.46 0.02603c (12120424) 419514.82 3737370.46 0.02492c (12120424) 419534.82 3737370.46 0.02400 (13020124) 419554.82 3737370.46 0.02328 (13020124) 419574.82 3737370.46 0.02263 (13020124) 419594.82 3737370.46 0.02196 (13020124) 419614.82 3737370.46 0.02129 (13020124) 419634.82 3737370.46 0.02067 (13020124) 419654.82 3737370.46 0.02013 (13020124) 419354.82 3737390.46 0.03482c (12120424) 419374.82 3737390.46 0.03361c (12120424) 419394.82 3737390.46 0.03208c (12120424) 419414.82 3737390.46 0.03049c (12120424) 419434.82 3737390.46 0.02898c (12120424) 419454.82 3737390.46 0.02758c (12120424) 419474.82 3737390.46 0.02617c (12120424) 419494.82 3737390.46 0.02503c (12120424) 419514.82 3737390.46 0.02404 (13020124) 419534.82 3737390.46 0.02339 (13020124) 419554.82 3737390.46 0.02272 (13020124) 419574.82 3737390.46 0.02210 (13020124) 419594.82 3737390.46 0.02150 (13020124) 419614.82 3737390.46 0.02092 (13020124) 419634.82 3737390.46 0.02038 (13020124) 419654.82 3737390.46 0.01989 (13020124) 419354.82 3737410.46 0.03339c (12120424) 419374.82 3737410.46 0.03232c (12120424) 419394.82 3737410.46 0.03089c (12120424) 419414.82 3737410.46 0.02941c (12120424) 419434.82 3737410.46 0.02798c (12120424) 419454.82 3737410.46 0.02662c (12120424) 419474.82 3737410.46 0.02525c (12120424) 419494.82 3737410.46 0.02399c (12120424) 419514.82 3737410.46 0.02325 (13020124) 419534.82 3737410.46 0.02266 (13020124) 419554.82 3737410.46 0.02208 (13020124) 419574.82 3737410.46 0.02152 (13020124) 419594.82 3737410.46 0.02102 (13020124) 419614.82 3737410.46 0.02055 (13020124) 419634.82 3737410.46 0.02010 (13020124) 419654.82 3737410.46 0.01965 (13020124) 419334.82 3737430.46 0.03349c (12120424) 419354.82 3737430.46 0.03216c (12120424) 419374.82 3737430.46 0.03107c (12120424) 419394.82 3737430.46 0.02970c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 137 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 60 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - - 0.02834c - (12120424) 419434.82 3737430.46 0.02697c (12120424) 419454.82 3737430.46 0.02545c (12120424) 419474.82 3737430.46 0.02422c (12120424) 419494.82 3737430.46 0.02330 (13020124) 419514.82 3737430.46 0.02275 (13020124) 419534.82 3737430.46 0.02220 (13020124) 419554.82 3737430.46 0.02170 (13020124) 419574.82 3737430.46 0.02123 (13020124) 419594.82 3737430.46 0.02081 (13020124) 419614.82 3737430.46 0.02040 (13020124) 419634.82 3737430.46 0.01995 (13020124) 419654.82 3737430.46 0.01942 (13020124) 419334.82 3737450.46 0.03227c (12120424) 419354.82 3737450.46 0.03105c (12120424) 419374.82 3737450.46 0.02991c (12120424) 419394.82 3737450.46 0.02862c (12120424) 419414.82 3737450.46 0.02731c (12120424) 419434.82 3737450.46 0.02599c (12120424) 419454.82 3737450.46 0.02457c (12120424) Page 138 MainPlace r.ADO 419474.82 3737450.46 0.02343c (12120424) 419494.82 3737450.46 0.02290 (13020124) 419514.82 3737450.46 0.02240 (13020124) 419534.82 3737450.46 0.02187 (13020124) 419554.82 3737450.46 0.02138 (13020124) 419574.82 3737450.46 0.02095 (13020124) 419594.82 3737450.46 0.02056 (13020124) 419614.82 3737450.46 0.02016 (13020124) 419634.82 3737450.46 0.01971 (13020124) 419654.82 3737450.46 0.01917 (13020124) 419314.82 3737470.46 0.03310c (12120424) 419334.82 3737470.46 0.03125c (12120424) 419354.82 3737470.46 0.03005c (12120424) 419374.82 3737470.46 0.02888c (12120424) 419394.82 3737470.46 0.02763c (12120424) 419414.82 3737470.46 0.02632c (12120424) 419434.82 3737470.46 0.02501c (12120424) 419454.82 3737470.46 0.02393c (12120424) 419474.82 3737470.46 0.02314 (13020124) 419494.82 3737470.46 0.02267 (13020124) 419514.82 3737470.46 0.02218 (13020124) 419534.82 3737470.46 0.02165 (13020124) 419554.82 3737470.46 0.02112 (13020124) 419574.82 3737470.46 0.02069 (13020124) 419594.82 3737470.46 0.02030 (13020124) 419614.82 3737470.46 0.01988 (13020124) 419634.82 3737470.46 0.01941 (13020124) 419654.82 3737470.46 0.01889 (13020124) 419314.82 3737490.46 0.03182c (12120424) 419334.82 3737490.46 0.03026c (12120424) 419354.82 3737490.46 0.02884c (12120424) 419374.82 3737490.46 0.02781c (12120424) 419394.82 3737490.46 0.02667c (12120424) 419414.82 3737490.46 0.02551c (12120424) 419434.82 3737490.46 0.02437c (12120424) 419454.82 3737490.46 0.02338 (13020124) 419474.82 3737490.46 0.02292 (13020124) 419494.82 3737490.46 0.02244 (13020124) 419514.82 3737490.46 0.02194 (13020124) 419534.82 3737490.46 0.02143 (13020124) 419554.82 3737490.46 0.02091 (13020124) 419574.82 3737490.46 0.02045 (13020124) 419594.82 3737490.46 0.02001 (13020124) 419614.82 3737490.46 0.01956 (13020124) 419634.82 3737490.46 0.01911 (13020124) 419654.82 3737490.46 0.01861 (13020124) 419294.82 3737510.46 0.03210c (12120424) 419314.82 3737510.46 0.03068c (12120424) Page 139 MainPlace_r.ADO 419334.82 3737510.46 0.02933c (12120424) 3737510.46 0.02784c (12120424) 419374.82 3737510.46 0.02689c (12120424) 3737510.46 0.02584c (12120424) 419414.82 3737510.46 0.02478c (12120424) 3737510.46 0.02373c (12120424) 419454.82 3737510.46 0.02315 (13020124) 3737510.46 0.02270 (13020124) 419494.82 3737510.46 0.02222 (13020124) 3737510.46 0.02173 (13020124) 419534.82 3737510.46 0.02125 (13020124) 3737510.46 0.02071 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 61 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - - - - - - 3737510.46 0.02022 - (13020124) 419594.82 3737510.46 0.01973 (13020124) 419614.82 3737510.46 0.01925 (13020124) 419634.82 3737510.46 0.01877 (13020124) 419654.82 3737510.46 0.01829 (13020124) 419294.82 3737530.46 0.03125c (12120424) 419314.82 3737530.46 0.02982c (12120424) 419334.82 Page 140 MainPlace r.ADO 3737530.46 0.02844c (12120424) 419354.82 3737530.46 0.02714c (12120424) 419374.82 3737530.46 0.02616c (12120424) 419394.82 3737530.46 0.02515c (12120424) 419414.82 3737530.46 0.02411c (12120424) 419434.82 3737530.46 0.02334 (13020124) 419454.82 3737530.46 0.02293 (13020124) 419474.82 3737530.46 0.02250 (13020124) 419494.82 3737530.46 0.02202 (13020124) 419514.82 3737530.46 0.02155 (13020124) 419534.82 3737530.46 0.02110 (13020124) 419554.82 3737530.46 0.02052 (13020124) 419574.82 3737530.46 0.01998 (13020124) 419594.82 3737530.46 0.01945 (13020124) 419614.82 3737530.46 0.01893 (13020124) 419634.82 3737530.46 0.01835 (13020124) 419654.82 3737530.46 0.01791 (13020124) 419274.82 3737550.46 0.03221c (12120424) 419294.82 3737550.46 0.03064c (12120424) 419314.82 3737550.46 0.02919c (12120424) 419334.82 3737550.46 0.02781c (12120424) 419354.82 3737550.46 0.02651c (12120424) 419374.82 3737550.46 0.02549c (12120424) 419394.82 3737550.46 0.02447c (12120424) 419414.82 3737550.46 0.02352 (13020124) 419434.82 3737550.46 0.02312 (13020124) 419454.82 3737550.46 0.02270 (13020124) 419474.82 3737550.46 0.02225 (13020124) 419494.82 3737550.46 0.02177 (13020124) 419514.82 3737550.46 0.02128 (13020124) 419534.82 3737550.46 0.02079 (13020124) 419554.82 3737550.46 0.02024 (13020124) 419574.82 3737550.46 0.01970 (13020124) 419594.82 3737550.46 0.01916 (13020124) 419614.82 3737550.46 0.01863 (13020124) 419634.82 3737550.46 0.01810 (13020124) 419654.82 3737550.46 0.01769 (13020124) 419274.82 3737570.46 0.03170c (12120424) 419294.82 3737570.46 0.03008c (12120424) 419314.82 3737570.46 0.02861c (12120424) 419334.82 3737570.46 0.02722c (12120424) 419354.82 3737570.46 0.02586c (12120424) 419374.82 3737570.46 0.02481c (12120424) 419394.82 3737570.46 0.02376c (12120424) 419414.82 3737570.46 0.02331 (13020124) 419434.82 3737570.46 0.02289 (13020124) 419454.82 3737570.46 0.02245 (13020124) 419474.82 3737570.46 0.02198 (13020124) 419494.82 Page 141 MainPlace_r.ADO 3737570.46 0.02149 (13020124) 419514.82 3737570.46 0.02099 (13020124) 3737570.46 0.02049 (13020124) 419554.82 3737570.46 0.01996 (13020124) 3737570.46 0.01942 (13020124) 419594.82 3737570.46 0.01888 (13020124) 3737570.46 0.01835 (13020124) 419634.82 3737570.46 0.01784 (13020124) 3737570.46 0.01746 (13020124) 419254.82 3737590.46 0.03293c (12120424) 3737590.46 0.03111c (12120424) 419294.82 3737590.46 0.02950c (12120424) 3737590.46 0.02804c (12120424) 419334.82 3737590.46 0.02662c (12120424) 3737590.46 0.02521c (12120424) 419374.82 3737590.46 0.02415c (12120424) 3737590.46 0.02353 (13020124) 419414.82 3737590.46 0.02309 (13020124) 3737590.46 0.02265 (13020124) 419454.82 3737590.46 0.02218 (13020124) 3737590.46 0.02170 (13020124) 419494.82 3737590.46 0.02120 (13020124) 3737590.46 0.02071 (13020124) 419534.82 3737590.46 0.02028 (13020124) 3737590.46 0.01970 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 62 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 Page 142 IN MICROGRAMS/M**3 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.01915 - - (13020124) 419594.82 3737590.46 0.01861 (13020124) 419614.82 3737590.46 0.01807 (13020124) 419634.82 3737590.46 0.01755 (13020124) 419654.82 3737590.46 0.01721 (13020124) 419254.82 3737610.46 0.03234c (12120424) 419274.82 3737610.46 0.03064c (12120424) 419294.82 3737610.46 0.02905c (12120424) 419314.82 3737610.46 0.02755c (12120424) 419334.82 3737610.46 0.02609c (12120424) 419354.82 3737610.46 0.02463c (12120424) 419374.82 3737610.46 0.02380 (13020124) 419394.82 3737610.46 0.02332 (13020124) 419414.82 3737610.46 0.02284 (13020124) 419434.82 3737610.46 0.02237 (13020124) 419454.82 3737610.46 0.02188 (13020124) 419474.82 3737610.46 0.02139 (13020124) 419494.82 3737610.46 0.02089 (13020124) 419514.82 3737610.46 0.02040 (13020124) 419534.82 3737610.46 0.01994 (13020124) 419554.82 3737610.46 0.01942 (13020124) 419574.82 3737610.46 0.01889 (13020124) 419594.82 3737610.46 0.01838 (13020124) 419614.82 3737610.46 0.01789 (13020124) 419634.82 3737610.46 0.01736 (13020124) 419654.82 3737610.46 0.01704 (13020124) 419254.82 3737630.46 0.03171c (12120424) 419274.82 3737630.46 0.03014c (12120424) 419294.82 3737630.46 0.02857c (12120424) 419314.82 3737630.46 0.02704c (12120424) 419334.82 3737630.46 0.02555c (12120424) 419354.82 3737630.46 0.02438 (13020124) 419374.82 3737630.46 0.02367 (13020124) 419394.82 3737630.46 0.02309 (13020124) 419414.82 3737630.46 0.02256 (13020124) 419434.82 3737630.46 0.02207 (13020124) 419454.82 3737630.46 0.02157 (13020124) 419474.82 3737630.46 0.02107 (13020124) 419494.82 3737630.46 0.02057 (13020124) 419514.82 3737630.46 0.02007 (13020124) 419534.82 3737630.46 0.01959 (13020124) 419554.82 3737630.46 0.01914 (13020124) Page 143 MainPlace r.ADO 419574.82 3737630.46 0.01864 (13020124) 419594.82 3737630.46 0.01816 (13020124) 419614.82 3737630.46 0.01773 (13020124) 419634.82 3737630.46 0.01723 (13020124) 419654.82 3737630.46 0.01691 (13020124) 419234.82 3737650.46 0.03257c (12120424) 419254.82 3737650.46 0.03096c (12120424) 419274.82 3737650.46 0.02951c (12120424) 419294.82 3737650.46 0.02806c (12120424) 419314.82 3737650.46 0.02656c (12120424) 419334.82 3737650.46 0.02540 (13020124) 419354.82 3737650.46 0.02451 (13020124) 419374.82 3737650.46 0.02369 (13020124) 419394.82 3737650.46 0.02293 (13020124) 419414.82 3737650.46 0.02228 (13020124) 419434.82 3737650.46 0.02175 (13020124) 419454.82 3737650.46 0.02123 (13020124) 419474.82 3737650.46 0.02073 (13020124) 419494.82 3737650.46 0.02024 (13020124) 419514.82 3737650.46 0.01975 (13020124) 419534.82 3737650.46 0.01928 (13020124) 419554.82 3737650.46 0.01882 (13020124) 419574.82 3737650.46 0.01838 (13020124) 419594.82 3737650.46 0.01797 (13020124) 419614.82 3737650.46 0.01759 (13020124) 419634.82 3737650.46 0.01718 (13020124) 419654.82 3737650.46 0.01679 (13020124) 419234.82 3737670.46 0.03164c (12120424) 419254.82 3737670.46 0.03006c (12120424) 419274.82 3737670.46 0.02865c (12120424) 419294.82 3737670.46 0.02724c (12120424) 419314.82 3737670.46 0.02616 (13020124) 419334.82 3737670.46 0.02521 (13020124) 419354.82 3737670.46 0.02429 (13020124) 419374.82 3737670.46 0.02345 (13020124) 419394.82 3737670.46 0.02263 (13020124) 419414.82 3737670.46 0.02193 (13020124) 419434.82 3737670.46 0.02140 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 63 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** Page 144 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - - 0.02089 - (13020124) 419474.82 3737670.46 0.02039 (13020124) 419494.82 3737670.46 0.01991 (13020124) 419514.82 3737670.46 0.01944 (13020124) 419534.82 3737670.46 0.01899 (13020124) 419554.82 3737670.46 0.01855 (13020124) 419574.82 3737670.46 0.01815 (13020124) 419594.82 3737670.46 0.01778 (13020124) 419614.82 3737670.46 0.01744c (14010624) 419634.82 3737670.46 0.01712c (14010624) 419654.82 3737670.46 0.01673c (14010624) 419234.82 3737690.46 0.03052c (12120424) 419254.82 3737690.46 0.02908c (12120424) 419274.82 3737690.46 0.02768c (12120424) 419294.82 3737690.46 0.02667 (13020124) 419314.82 3737690.46 0.02578 (13020124) 419334.82 3737690.46 0.02486 (13020124) 419354.82 3737690.46 0.02391 (13020124) 419374.82 3737690.46 0.02308 (13020124) 419394.82 3737690.46 0.02226 (13020124) 419414.82 3737690.46 0.02156 (13020124) 419434.82 3737690.46 0.02103 (13020124) 419454.82 3737690.46 0.02054 (13020124) 419474.82 3737690.46 0.02006 (13020124) 419494.82 3737690.46 0.01960 (13020124) 419514.82 3737690.46 0.01915 (13020124) 419534.82 3737690.46 0.01871 (13020124) 419554.82 3737690.46 0.01831 (13020124) 419574.82 3737690.46 0.01794 (13020124) 419594.82 Page 145 MainPlace r.ADO 3737690.46 0.01763c (14010624) 419614.82 3737690.46 0.01739c (14010624) 419634.82 3737690.46 0.01708c (14010624) 419654.82 3737690.46 0.01671c (14010624) 419234.82 3737710.46 0.02961c (12120424) 419254.82 3737710.46 0.02816c (12120424) 419274.82 3737710.46 0.02721 (13020124) 419294.82 3737710.46 0.02633 (13020124) 419314.82 3737710.46 0.02542 (13020124) 419334.82 3737710.46 0.02449 (13020124) 419354.82 3737710.46 0.02356 (13020124) 419374.82 3737710.46 0.02268 (13020124) 419394.82 3737710.46 0.02186 (13020124) 419414.82 3737710.46 0.02118 (13020124) 419434.82 3737710.46 0.02069 (13020124) 419454.82 3737710.46 0.02020 (13020124) 419474.82 3737710.46 0.01975 (13020124) 419494.82 3737710.46 0.01930 (13020124) 419514.82 3737710.46 0.01887 (13020124) 419534.82 3737710.46 0.01843 (13020124) 419554.82 3737710.46 0.01812c (14010624) 419574.82 3737710.46 0.01783c (14010624) 419594.82 3737710.46 0.01755c (14010624) 419614.82 3737710.46 0.01733c (14010624) 419634.82 3737710.46 0.01700c (14010624) 419654.82 3737710.46 0.01671c (14010624) 419234.82 3737730.46 0.02885c (12120424) 419254.82 3737730.46 0.02781 (13020124) 419274.82 3737730.46 0.02689 (13020124) 419294.82 3737730.46 0.02596 (13020124) 419314.82 3737730.46 0.02502 (13020124) 419334.82 3737730.46 0.02409 (13020124) 419354.82 3737730.46 0.02316 (13020124) 419374.82 3737730.46 0.02229 (13020124) 419394.82 3737730.46 0.02150 (13020124) 419414.82 3737730.46 0.02084 (13020124) 419434.82 3737730.46 0.02034 (13020124) 419454.82 3737730.46 0.01988 (13020124) 419474.82 3737730.46 0.01952c (14010624) 419494.82 3737730.46 0.01923c (14010624) 419514.82 3737730.46 0.01889c (14010624) 419534.82 3737730.46 0.01848c (14010624) 419554.82 3737730.46 0.01819c (14010624) 419574.82 3737730.46 0.01788c (14010624) 419594.82 3737730.46 0.01757c (14010624) 419614.82 3737730.46 0.01729c (14010624) 419634.82 3737730.46 0.01701c (14010624) 419654.82 3737730.46 0.01671c (14010624) 419234.82 Page 146 MainPlace r.ADO 3737750.46 0.02886 (13020124) 419254.82 3737750.46 0.02759 (13020124) 419274.82 3737750.46 0.02653 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 64 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.02556 - (13020124) 419314.82 3737750.46 0.02461 (13020124) 419334.82 3737750.46 0.02367 (13020124) 419354.82 3737750.46 0.02275 (13020124) 419374.82 3737750.46 0.02191 (13020124) 419394.82 3737750.46 0.02118 (13020124) 419414.82 3737750.46 0.02055 (13020124) 419434.82 3737750.46 0.02008c (14010624) 419454.82 3737750.46 0.01975c (14010624) 419474.82 3737750.46 0.01955c (14010624) 419494.82 3737750.46 0.01933c (14010624) 419514.82 3737750.46 0.01904c (14010624) 419534.82 3737750.46 0.01867c (14010624) 419554.82 3737750.46 0.01832c (14010624) 419574.82 3737750.46 0.01798c (14010624) 419594.82 3737750.46 0.01764c (14010624) Page 147 MainPlace r.ADO 419614.82 3737750.46 0.01729c (14010624) 419634.82 3737750.46 0.01708c (14010624) 419654.82 3737750.46 0.01673c (14010624) 419234.82 3737770.46 0.02867 (13020124) 419254.82 3737770.46 0.02773 (13020124) 419274.82 3737770.46 0.02630 (13020124) 419294.82 3737770.46 0.02517 (13020124) 419314.82 3737770.46 0.02417 (13020124) 419334.82 3737770.46 0.02324 (13020124) 419354.82 3737770.46 0.02231 (13020124) 419374.82 3737770.46 0.02154c (14010624) 419394.82 3737770.46 0.02097c (14010624) 419414.82 3737770.46 0.02051c (14010624) 419434.82 3737770.46 0.02009c (14010624) 419454.82 3737770.46 0.01976c (14010624) 419474.82 3737770.46 0.01956c (14010624) 419494.82 3737770.46 0.01936c (14010624) 419514.82 3737770.46 0.01910c (14010624) 419534.82 3737770.46 0.01870c (14010624) 419554.82 3737770.46 0.01844c (14010624) 419574.82 3737770.46 0.01809c (14010624) 419594.82 3737770.46 0.01771c (14010624) 419614.82 3737770.46 0.01741c (14010624) 419634.82 3737770.46 0.01719c (14010624) 419654.82 3737770.46 0.01687c (14010624) 419254.82 3737790.46 0.02741 (13020124) 419274.82 3737790.46 0.02590 (13020124) 419294.82 3737790.46 0.02476 (13020124) 419314.82 3737790.46 0.02394c (14010624) 419334.82 3737790.46 0.02315c (14010624) 419354.82 3737790.46 0.02232c (14010624) 419374.82 3737790.46 0.02155c (14010624) 419394.82 3737790.46 0.02099c (14010624) 419414.82 3737790.46 0.02055c (14010624) 419434.82 3737790.46 0.02011c (14010624) 419454.82 3737790.46 0.01979c (14010624) 419474.82 3737790.46 0.01961c (14010624) 419494.82 3737790.46 0.01941c (14010624) 419514.82 3737790.46 0.01914c (14010624) 419534.82 3737790.46 0.01875c (14010624) 419554.82 3737790.46 0.01848c (14010624) 419574.82 3737790.46 0.01814c (14010624) 419594.82 3737790.46 0.01778c (14010624) 419614.82 3737790.46 0.01750c (14010624) 419634.82 3737790.46 0.01731c (14010624) 419654.82 3737790.46 0.01699c (14010624) 419274.82 3737810.46 0.02564c (14010624) 419294.82 3737810.46 0.02484c (14010624) Page 148 MainPlace_r.ADO 419314.82 3737810.46 0.02408c (14010624) 3737810.46 0.02327c (14010624) 419354.82 3737810.46 0.02243c (14010624) 3737810.46 0.02166c (14010624) 419394.82 3737810.46 0.02107c (14010624) 3737810.46 0.02059c (14010624) 419434.82 3737810.46 0.02015c (14010624) 3737810.46 0.01983c (14010624) 419474.82 3737810.46 0.01969c (14010624) 3737810.46 0.01949c (14010624) 419514.82 3737810.46 0.01918c (14010624) 3737810.46 0.01880c (14010624) 419554.82 3737810.46 0.01846c (14010624) 3737810.46 0.01815c (14010624) 419594.82 3737810.46 0.01786c (14010624) 3737810.46 0.01759c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 15:29:02 12/28/18 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 65 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.01742c (14010624) 419654.82 3737810.46 0.01712c (14010624) 419294.82 3737830.46 0.02511c (14010624) 419314.82 Page 149 MainPlace r.ADO 3737830.46 0.02435c (14010624) 419334.82 3737830.46 0.02350c (14010624) 419354.82 3737830.46 0.02263c (14010624) 419374.82 3737830.46 0.02194c (14010624) 419394.82 3737830.46 0.02141c (14010624) 419414.82 3737830.46 0.02089c (14010624) 419434.82 3737830.46 0.02022c (14010624) 419454.82 3737830.46 0.01986c (14010624) 419474.82 3737830.46 0.01975c (14010624) 419494.82 3737830.46 0.01960c (14010624) 419514.82 3737830.46 0.01928c (14010624) 419534.82 3737830.46 0.01890c (14010624) 419554.82 3737830.46 0.01854c (14010624) 419574.82 3737830.46 0.01822c (14010624) 419594.82 3737830.46 0.01796c (14010624) 419614.82 3737830.46 0.01778c (14010624) 419634.82 3737830.46 0.01760c (14010624) 419654.82 3737830.46 0.01730c (14010624) 419314.82 3737850.46 0.02447c (14010624) 419334.82 3737850.46 0.02364c (14010624) 419354.82 3737850.46 0.02286c (14010624) 419374.82 3737850.46 0.02222c (14010624) 419394.82 3737850.46 0.02171c (14010624) 419414.82 3737850.46 0.02118c (14010624) 419434.82 3737850.46 0.02048c (14010624) 419454.82 3737850.46 0.02008c (14010624) 419474.82 3737850.46 0.01992c (14010624) 419494.82 3737850.46 0.01967c (14010624) 419514.82 3737850.46 0.01926c (14010624) 419534.82 3737850.46 0.01892c (14010624) 419554.82 3737850.46 0.01861c (14010624) 419574.82 3737850.46 0.01832c (14010624) 419594.82 3737850.46 0.01807c (14010624) 419614.82 3737850.46 0.01790c (14010624) 419634.82 3737850.46 0.01770c (14010624) 419654.82 3737850.46 0.01741c (14010624) 419514.82 3737870.46 0.01906c (14010624) 419534.82 3737870.46 0.01880c (14010624) 419554.82 3737870.46 0.01863c (14010624) 419574.82 3737870.46 0.01842c (14010624) 419594.82 3737870.46 0.01816c (14010624) 419614.82 3737870.46 0.01790c (14010624) 419634.82 3737870.46 0.01765c (14010624) 419654.82 3737870.46 0.01739c (14010624) 419514.82 3737890.46 0.02070c (14120424) 419534.82 3737890.46 0.02038c (14120424) 419554.82 3737890.46 0.02009c (14120424) 419574.82 3737890.46 0.01982c (14120424) 419594.82 Page 150 MainPlace r.ADO 3737890.46 0.01957c (14120424) 419614.82 3737890.46 0.01933c (14120424) 419634.82 3737890.46 0.01912c (14120424) 419654.82 3737890.46 0.01893c (14120424) 419674.82 3737890.46 0.01869c (14120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 66 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE SUMMARY OF MAXIMUM ANNUAL RESULTS AVERAGED OVER 5 YEARS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI 1ST HIGHEST VALUE IS 0.01537 AT ( 419394.82, 3737330.46, 44.46, 44.46, 13.70) DC 2ND HIGHEST VALUE IS 0.01529 AT ( 419374.82, 3737350.46, 44.42, 44.42, 13.70) DC 3RD HIGHEST VALUE IS 0.01518 AT ( 419414.82, 3737330.46, 44.68, 44.68, 13.70) DC 4TH HIGHEST VALUE IS 0.01511 AT ( 419374.82, 3737370.46, 44.69, 44.69, 13.70) DC 5TH HIGHEST VALUE IS 0.01510 AT ( 419394.82, 3737350.46, 44.75, 44.75, 13.70) DC 6TH HIGHEST VALUE IS 0.01498 AT ( 419234.82, 3737650.46, 44.42, 44.42, 13.70) DC 7TH HIGHEST VALUE IS 0.01488 AT ( 419354.82, 3737390.46, 44.74, 44.74, 13.70) DC 8TH HIGHEST VALUE IS 0.01488 AT ( 419234.82, 3737770.46, 43.76, 54.60, 13.70) DC 9TH HIGHEST VALUE IS 0.01480 AT ( 419234.82, 3737670.46, 44.52, 44.52, 13.70) DC 10TH HIGHEST VALUE IS 0.01479 AT ( 419434.82, 3737330.46, 44.87, 44.87, 13.70) DC Page 151 MainPlace_r.ADO ALL 1ST HIGHEST VALUE IS 0.01537 AT ( 419394.82, 3737330.46, 44.46, 44.46, 13.70) DC 2ND HIGHEST VALUE IS 0.01529 AT ( 419374.82, 3737350.46, 44.42, 44.42, 13.70) DC 3RD HIGHEST VALUE IS 0.01518 AT ( 419414.82, 3737330.46, 44.68, 44.68, 13.70) DC 4TH HIGHEST VALUE IS 0.01511 AT ( 419374.82, 3737370.46, 44.69, 44.69, 13.70) DC 5TH HIGHEST VALUE IS 0.01510 AT ( 419394.82, 3737350.46, 44.75, 44.75, 13.70) DC 6TH HIGHEST VALUE IS 0.01498 AT ( 419234.82, 3737650.46, 44.42, 44.42, 13.70) DC 7TH HIGHEST VALUE IS 0.01488 AT ( 419354.82, 3737390.46, 44.74, 44.74, 13.70) DC 8TH HIGHEST VALUE IS 0.01488 AT ( 419234.82, 3737770.46, 43.76, 54.60, 13.70) DC 9TH HIGHEST VALUE IS 0.01480 AT ( 419234.82, 3737670.46, 44.52, 44.52, 13.70) DC 10TH HIGHEST VALUE IS 0.01479 AT ( 419434.82, 3737330.46, 44.87, 44.87, 13.70) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 67 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 1-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 152 MainPlace_r.ADO SRCGPI HIGH 1ST HIGH VALUE IS 0.11437 ON 14071805: AT ( 419374.82, 3737350.46, 44.42, 44.42, 13.70) DC ALL HIGH 1ST HIGH VALUE IS 0.11437 ON 14071805: AT ( 419374.82, 3737350.46, 44.42, 44.42, 13.70) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 PAGE 68 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 24-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI HIGH 1ST HIGH VALUE IS 0.03606c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 13.70) DC ALL HIGH 1ST HIGH VALUE IS 0.03606c ON 12120424: AT ( 419374.82, 3737350.46, 44.42, 44.42, 13.70) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/28/18 *** AERMET - VERSION 16216 *** *** *** 15:29:02 Page 153 MainPlace r.ADO PAGE 69 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** Message Summary : AERMOD Model Execution *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 1864 Informational Message(s) A Total of 43848 Hours Were Processed A Total of 1500 Calm Hours Identified A Total of 364 Missing Hours Identified ( 0.83 Percent) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET ************************************ *** AERMOD Finishes Successfully *** ************************************ Page 154 MainPlace_r.ADO ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.6.1 ** Lakes Environmental Software Inc. ** Date: 12/30/2018 ** File: C:\Lakes\AERMOD View\MainPlace r\MainPlace r.ADI **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010232 POLLUTID PM_10 FLAGPOLE 16.80 RUNORNOT RUN ERRORFIL MainPlace_r.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord.--------------------------------------------------------------------- ** ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINEI ** DESCRSRC I-5 SB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 419631.223, 3736783.185, 39.21, 3.70, 18.60 Page 1 MainPlace_r.ADO ** 419556.193, 3736928.110, 43.83, 3.70, 18.60 ** 419346.762, 3737245.905, 44.87, 3.70, 18.60 ** 419089.235, 3737628.422, 43.10, 3.70, 18.60 ** 418889.765, 3737922.507, 42.03, 3.70, 18.60 ** 418743.826, 3738075.215, 42.10, 3.70, 18.60 LOCATION L0006931 VOLUME 419622.028 3736800.945 39.73 LOCATION L0006932 VOLUME 419603.637 3736836.467 41.01 LOCATION L0006933 VOLUME 419585.247 3736871.989 42.06 LOCATION L0006934 VOLUME 419566.857 3736907.511 43.26 LOCATION L0006935 VOLUME 419546.946 3736942.141 44.28 LOCATION L0006936 VOLUME 419524.935 3736975.541 45.08 LOCATION L0006937 VOLUME 419502.925 3737008.940 45.63 LOCATION L0006938 VOLUME 419480.914 3737042.340 46.04 LOCATION L0006939 VOLUME 419458.903 3737075.740 46.28 LOCATION L0006940 VOLUME 419436.892 3737109.139 46.34 LOCATION L0006941 VOLUME 419414.882 3737142.539 45.55 LOCATION L0006942 VOLUME 419392.871 3737175.938 42.29 LOCATION L0006943 VOLUME 419370.860 3737209.338 45.05 LOCATION L0006944 VOLUME 419348.850 3737242.737 45.31 LOCATION L0006945 VOLUME 419326.542 3737275.939 45.03 LOCATION L0006946 VOLUME 419304.203 3737309.120 44.73 LOCATION L0006947 VOLUME 419281.864 3737342.301 44.44 LOCATION L0006948 VOLUME 419259.525 3737375.482 44.15 LOCATION L0006949 VOLUME 419237.187 3737408.663 43.84 LOCATION L0006950 VOLUME 419214.848 3737441.844 43.58 LOCATION L0006951 VOLUME 419192.509 3737475.025 43.45 LOCATION L0006952 VOLUME 419170.170 3737508.206 43.35 LOCATION L0006953 VOLUME 419147.831 3737541.387 43.27 LOCATION L0006954 VOLUME 419125.492 3737574.568 43.17 LOCATION L0006955 VOLUME 419103.154 3737607.749 43.06 LOCATION L0006956 VOLUME 419080.772 3737640.900 42.97 LOCATION L0006957 VOLUME 419058.318 3737674.004 42.90 LOCATION L0006958 VOLUME 419035.865 3737707.108 42.76 LOCATION L0006959 VOLUME 419013.412 3737740.211 42.65 LOCATION L0006960 VOLUME 418990.959 3737773.315 42.67 LOCATION L0006961 VOLUME 418968.505 3737806.419 42.81 LOCATION L0006962 VOLUME 418946.052 3737839.522 42.81 LOCATION L0006963 VOLUME 418923.599 3737872.626 42.76 LOCATION L0006964 VOLUME 418901.145 3737905.729 42.20 LOCATION L0006965 VOLUME 418876.136 3737936.769 42.10 LOCATION L0006966 VOLUME 418848.500 3737965.687 42.02 LOCATION L0006967 VOLUME 418820.864 3737994.605 41.90 LOCATION L0006968 VOLUME 418793.228 3738023.522 41.93 LOCATION L0006969 VOLUME 418765.592 3738052.440 41.99 ** End of LINE VOLUME Source ID = SLINEI ** ** Line Source Represented by Adjacent Volume Sources Page 2 MainPlace r.ADO ** LINE VOLUME Source ID = SLINE2 ** DESCRSRC SR-22 EB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 418533.449, 3738009.821, 45.15, 3.70, 9.30 ** 418708.288, 3738010.892, 45.54, 3.70, 9.30 ** 418914.480, 3737993.807, 49.94, 3.70, 9.30 ** 419017.576, 3737990.390, 48.84, 3.70, 9.30 ** 419299.994, 3737936.995, 44.35, 3.70, 9.30 ** 419360.932, 3737929.738, 42.97, 3.70, 9.30 ** 419710.834, 3737925.564, 40.99, 3.70, 9.30 ** 420052.825, 3737923.992, 49.51, 3.70, 9.30 ** LOCATION L0006970 VOLUME 418543.449 3738009.882 45.28 LOCATION L0006971 VOLUME 418563.449 3738010.005 45.81 LOCATION L0006972 VOLUME 418583.448 3738010.127 46.36 LOCATION L0006973 VOLUME 418603.448 3738010.250 46.99 LOCATION L0006974 VOLUME 418623.448 3738010.372 47.60 LOCATION L0006975 VOLUME 418643.447 3738010.495 48.01 LOCATION L0006976 VOLUME 418663.447 3738010.618 47.82 LOCATION L0006977 VOLUME 418683.446 3738010.740 47.20 LOCATION L0006978 VOLUME 418703.446 3738010.863 45.56 LOCATION L0006979 VOLUME 418723.394 3738009.641 43.86 LOCATION L0006980 VOLUME 418743.326 3738007.989 42.37 LOCATION L0006981 VOLUME 418763.258 3738006.338 41.61 LOCATION L0006982 VOLUME 418783.189 3738004.686 41.57 LOCATION L0006983 VOLUME 418803.121 3738003.034 41.77 LOCATION L0006984 VOLUME 418823.053 3738001.383 42.04 LOCATION L0006985 VOLUME 418842.984 3737999.731 42.39 LOCATION L0006986 VOLUME 418862.916 3737998.080 42.47 LOCATION L0006987 VOLUME 418882.848 3737996.428 42.95 LOCATION L0006988 VOLUME 418902.779 3737994.777 45.06 LOCATION L0006989 VOLUME 418922.735 3737993.534 49.44 LOCATION L0006990 VOLUME 418942.724 3737992.871 51.26 LOCATION L0006991 VOLUME 418962.713 3737992.209 51.81 LOCATION L0006992 VOLUME 418982.702 3737991.546 51.97 LOCATION L0006993 VOLUME 419002.691 3737990.884 51.53 LOCATION L0006994 VOLUME 419022.594 3737989.441 49.00 LOCATION L0006995 VOLUME 419042.246 3737985.726 48.25 LOCATION L0006996 VOLUME 419061.898 3737982.011 48.18 LOCATION L0006997 VOLUME 419081.549 3737978.295 48.28 LOCATION L0006998 VOLUME 419101.201 3737974.580 49.54 LOCATION L0006999 VOLUME 419120.853 3737970.864 49.89 Page 3 MainPlace_r.ADO LOCATION L0007000 VOLUME 419140.505 3737967.149 49.09 LOCATION L0007001 VOLUME 419160.157 3737963.433 47.82 LOCATION L0007002 VOLUME 419179.809 3737959.718 47.14 LOCATION L0007003 VOLUME 419199.461 3737956.002 46.83 LOCATION L0007004 VOLUME 419219.112 3737952.287 46.96 LOCATION L0007005 VOLUME 419238.764 3737948.572 47.34 LOCATION L0007006 VOLUME 419258.416 3737944.856 47.25 LOCATION L0007007 VOLUME 419278.068 3737941.141 45.59 LOCATION L0007008 VOLUME 419297.720 3737937.425 44.59 LOCATION L0007009 VOLUME 419317.555 3737934.904 43.96 LOCATION L0007010 VOLUME 419337.415 3737932.539 43.53 LOCATION L0007011 VOLUME 419357.275 3737930.173 43.11 LOCATION L0007012 VOLUME 419377.248 3737929.543 42.62 LOCATION L0007013 VOLUME 419397.246 3737929.305 42.10 LOCATION L0007014 VOLUME 419417.245 3737929.066 41.60 LOCATION L0007015 VOLUME 419437.243 3737928.828 41.14 LOCATION L0007016 VOLUME 419457.242 3737928.589 40.81 LOCATION L0007017 VOLUME 419477.241 3737928.350 40.60 LOCATION L0007018 VOLUME 419497.239 3737928.112 40.48 LOCATION L0007019 VOLUME 419517.238 3737927.873 40.42 LOCATION L0007020 VOLUME 419537.236 3737927.635 40.40 LOCATION L0007021 VOLUME 419557.235 3737927.396 40.33 LOCATION L0007022 VOLUME 419577.234 3737927.158 40.29 LOCATION L0007023 VOLUME 419597.232 3737926.919 40.27 LOCATION L0007024 VOLUME 419617.231 3737926.681 40.23 LOCATION L0007025 VOLUME 419637.229 3737926.442 40.18 LOCATION L0007026 VOLUME 419657.228 3737926.203 40.15 LOCATION L0007027 VOLUME 419677.226 3737925.965 41.61 LOCATION L0007028 VOLUME 419697.225 3737925.726 43.12 LOCATION L0007029 VOLUME 419717.224 3737925.535 40.46 LOCATION L0007030 VOLUME 419737.224 3737925.443 40.59 LOCATION L0007031 VOLUME 419757.224 3737925.351 40.98 LOCATION L0007032 VOLUME 419777.223 3737925.259 41.47 LOCATION L0007033 VOLUME 419797.223 3737925.167 42.03 LOCATION L0007034 VOLUME 419817.223 3737925.075 42.63 LOCATION L0007035 VOLUME 419837.223 3737924.983 43.24 LOCATION L0007036 VOLUME 419857.222 3737924.891 43.83 LOCATION L0007037 VOLUME 419877.222 3737924.799 44.42 LOCATION L0007038 VOLUME 419897.222 3737924.707 45.01 LOCATION L0007039 VOLUME 419917.222 3737924.615 45.60 LOCATION L0007040 VOLUME 419937.222 3737924.523 46.19 LOCATION L0007041 VOLUME 419957.221 3737924.431 46.78 LOCATION L0007042 VOLUME 419977.221 3737924.339 47.37 LOCATION L0007043 VOLUME 419997.221 3737924.248 48.00 LOCATION L0007044 VOLUME 420017.221 3737924.156 48.56 LOCATION L0007045 VOLUME 420037.221 3737924.064 49.11 ** End of LINE VOLUME Source ID = SLINE2 ** --------------------------------------------------------------------- Page 4 MainPlace_r.ADO ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE3 ** DESCRSRC MainSt ** PREFIX ** Length of Side = 28.00 ** Configuration = Adjacent ** Emission Rate = 0.000015419 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 2 ** 419690.735, 3738149.975, 47.38, 3.70, 13.02 ** 419690.735, 3736869.042, 41.00, 3.70, 13.02 --------------------------------------------------------------------- ** LOCATION L0000480 VOLUME 419690.735 3738135.975 47.33 LOCATION L0000481 VOLUME 419690.735 3738107.975 47.37 LOCATION L0000482 VOLUME 419690.735 3738079.975 47.38 LOCATION L0000483 VOLUME 419690.735 3738051.975 47.45 LOCATION L0000484 VOLUME 419690.735 3738023.975 47.41 LOCATION L0000485 VOLUME 419690.735 3737995.975 47.35 LOCATION L0000486 VOLUME 419690.735 3737967.975 47.32 LOCATION L0000487 VOLUME 419690.735 3737939.975 44.90 LOCATION L0000488 VOLUME 419690.735 3737911.975 42.25 LOCATION L0000489 VOLUME 419690.735 3737883.975 44.57 LOCATION L0000490 VOLUME 419690.735 3737855.975 47.18 LOCATION L0000491 VOLUME 419690.735 3737827.975 47.09 LOCATION L0000492 VOLUME 419690.735 3737799.975 47.05 LOCATION L0000493 VOLUME 419690.735 3737771.975 46.99 LOCATION L0000494 VOLUME 419690.735 3737743.975 47.00 LOCATION L0000495 VOLUME 419690.735 3737715.975 46.95 LOCATION L0000496 VOLUME 419690.735 3737687.975 47.11 LOCATION L0000497 VOLUME 419690.735 3737659.975 47.16 LOCATION L0000498 VOLUME 419690.735 3737631.975 47.13 LOCATION L0000499 VOLUME 419690.735 3737603.975 47.15 LOCATION L0000500 VOLUME 419690.735 3737575.975 47.22 LOCATION L0000501 VOLUME 419690.735 3737547.975 47.27 LOCATION L0000502 VOLUME 419690.735 3737519.975 47.27 LOCATION L0000503 VOLUME 419690.735 3737491.975 47.27 LOCATION L0000504 VOLUME 419690.735 3737463.975 47.32 LOCATION L0000505 VOLUME 419690.735 3737435.975 47.28 LOCATION L0000506 VOLUME 419690.735 3737407.975 47.19 LOCATION L0000507 VOLUME 419690.735 3737379.975 47.04 LOCATION L0000508 VOLUME 419690.735 3737351.975 46.95 LOCATION L0000509 VOLUME 419690.735 3737323.975 46.80 LOCATION L0000510 VOLUME 419690.735 3737295.975 46.74 LOCATION L0000511 VOLUME 419690.735 3737267.975 46.71 LOCATION L0000512 VOLUME 419690.735 3737239.975 46.66 LOCATION L0000513 VOLUME 419690.735 3737211.975 46.58 LOCATION L0000514 VOLUME 419690.735 3737183.975 46.67 Page 5 LOCATION L0000515 VOLUME LOCATION L0000516 VOLUME LOCATION L0000517 VOLUME LOCATION L0000518 VOLUME LOCATION L0000519 VOLUME LOCATION L0000520 VOLUME LOCATION L0000521 VOLUME LOCATION L0000522 VOLUME LOCATION L0000523 VOLUME LOCATION L0000524 VOLUME LOCATION L0000525 VOLUME ** End of LINE VOLUME Source ID = MainPlace_r.ADO 419690.735 3737155.975 46.60 419690.735 3737127.975 44.46 419690.735 3737099.975 41.68 419690.735 3737071.975 46.91 419690.735 3737043.975 47.05 419690.735 3737015.975 46.59 419690.735 3736987.975 46.64 419690.735 3736959.975 46.94 419690.735 3736931.975 47.17 419690.735 3736903.975 46.45 419690.735 3736875.975 43.41 SLINE3 ** ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE4 ** DESCRSRC I-5 NB ** PREFIX ** Length of Side = 40.00 ** Configuration = Adjacent ** Emission Rate = 0.00097 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 8 ** 419663.396, 3736788.316, 37.99, 0.00, 18.60 ** 419610.600, 3736895.894, 41.87, 0.00, 18.60 ** 419408.071, 3737205.867, 42.46, 0.00, 18.60 ** 419323.036, 3737324.546, 45.08, 0.00, 18.60 ** 419174.164, 3737552.554, 43.45, 0.00, 18.60 ** 419083.342, 3737689.344, 43.17, 0.00, 18.60 ** 418995.300, 3737822.728, 42.89, 0.00, 18.60 ** 418791.710, 3738071.030, 42.30, 0.00, 18.60 --------------------------------------------------------------------- ** LOCATION L0007046 VOLUME LOCATION L0007047 VOLUME LOCATION L0007048 VOLUME LOCATION L0007049 VOLUME LOCATION L0007050 VOLUME LOCATION L0007051 VOLUME LOCATION L0007052 VOLUME LOCATION L0007053 VOLUME LOCATION L0007054 VOLUME LOCATION L0007055 VOLUME LOCATION L0007056 VOLUME LOCATION L0007057 VOLUME LOCATION L0007058 VOLUME LOCATION L0007059 VOLUME LOCATION L0007060 VOLUME LOCATION L0007061 VOLUME 419654.584 3736806.271 38.27 419636.961 3736842.179 39.48 419619.339 3736878.088 40.95 419599.570 3736912.775 42.19 419577.691 3736946.261 43.81 419555.812 3736979.747 47.55 419533.933 3737013.233 45.96 419512.054 3737046.719 45.83 419490.175 3737080.205 46.25 419468.296 3737113.691 46.44 419446.417 3737147.177 46.25 419424.538 3737180.663 42.84 419402.309 3737213.909 44.11 419379.011 3737246.424 45.72 419355.714 3737278.939 45.41 419332.416 3737311.454 45.10 Page 6 LOCATION L0007062 VOLUME LOCATION L0007063 VOLUME LOCATION L0007064 VOLUME LOCATION L0007065 VOLUME LOCATION L0007066 VOLUME LOCATION L0007067 VOLUME LOCATION L0007068 VOLUME LOCATION L0007069 VOLUME LOCATION L0007070 VOLUME LOCATION L0007071 VOLUME LOCATION L0007072 VOLUME LOCATION L0007073 VOLUME LOCATION L0007074 VOLUME LOCATION L0007075 VOLUME LOCATION L0007076 VOLUME LOCATION L0007077 VOLUME LOCATION L0007078 VOLUME LOCATION L0007079 VOLUME LOCATION L0007080 VOLUME LOCATION L0007081 VOLUME LOCATION L0007082 VOLUME LOCATION L0007083 VOLUME LOCATION L0007084 VOLUME ** End of LINE VOLUME Source ID MainPlace_r.ADO 419309.972 3737344.553 44.82 419288.104 3737378.046 44.47 419266.236 3737411.539 44.13 419244.367 3737445.032 43.90 419222.499 3737478.525 43.71 419200.631 3737512.018 43.65 419178.762 3737545.511 43.52 419156.691 3737578.870 43.39 419134.566 3737612.194 43.28 419112.440 3737645.518 43.22 419090.315 3737678.841 43.16 419068.251 3737712.206 43.10 419046.216 3737745.589 43.03 419024.181 3737778.973 43.12 419002.146 3737812.356 42.94 418977.818 3737844.050 42.80 418952.456 3737874.981 42.65 418927.094 3737905.913 42.51 418901.732 3737936.845 42.39 418876.370 3737967.777 42.50 418851.008 3737998.709 42.43 418825.647 3738029.640 42.30 418800.285 3738060.572 42.29 = SLINE4 ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SLINE5 ** DESCRSRC SR-22 WB ** PREFIX ** Length of Side = 20.00 ** Configuration = Adjacent ** Emission Rate = 0.00031 ** Vertical Dimension = 6.10 ** SZINIT = 2.84 ** Nodes = 6 ** 418534.137, 3737984.902, 44.74, 3.70, 9.30 ** 418698.335, 3737984.232, 48.24, 3.70, 9.30 ** 418949.006, 3737981.395, 50.99, 3.70, 9.30 ** 419354.384, 3737899.159, 43.95, 3.70, 9.30 ** 419738.505, 3737903.268, 40.87, 3.70, 9.30 ** 420050.365, 3737898.645, 49.92, 3.70, 9.30 ** LOCATION L0007085 VOLUME 418544.137 3737984.861 45.30 LOCATION L0007086 VOLUME 418564.137 3737984.779 45.81 LOCATION L0007087 VOLUME 418584.136 3737984.698 46.36 LOCATION L0007088 VOLUME 418604.136 3737984.616 46.98 LOCATION L0007089 VOLUME 418624.136 3737984.535 47.58 LOCATION L0007090 VOLUME 418644.136 3737984.453 48.15 Page 7 MainPlace_r.ADO LOCATION L0007091 VOLUME 418664.136 3737984.371 48.69 LOCATION L0007092 VOLUME 418684.136 3737984.290 49.21 LOCATION L0007093 VOLUME 418704.135 3737984.166 48.58 LOCATION L0007094 VOLUME 418724.134 3737983.940 46.11 LOCATION L0007095 VOLUME 418744.133 3737983.713 42.26 LOCATION L0007096 VOLUME 418764.131 3737983.487 41.36 LOCATION L0007097 VOLUME 418784.130 3737983.261 41.30 LOCATION L0007098 VOLUME 418804.129 3737983.034 41.49 LOCATION L0007099 VOLUME 418824.127 3737982.808 41.78 LOCATION L0007100 VOLUME 418844.126 3737982.582 42.20 LOCATION L0007101 VOLUME 418864.125 3737982.355 42.36 LOCATION L0007102 VOLUME 418884.124 3737982.129 42.85 LOCATION L0007103 VOLUME 418904.122 3737981.903 44.63 LOCATION L0007104 VOLUME 418924.121 3737981.676 47.88 LOCATION L0007105 VOLUME 418944.120 3737981.450 50.54 LOCATION L0007106 VOLUME 418963.818 3737978.390 50.98 LOCATION L0007107 VOLUME 418983.418 3737974.414 51.02 LOCATION L0007108 VOLUME 419003.019 3737970.438 50.98 LOCATION L0007109 VOLUME 419022.620 3737966.461 50.98 LOCATION L0007110 VOLUME 419042.221 3737962.485 50.92 LOCATION L0007111 VOLUME 419061.821 3737958.509 50.05 LOCATION L0007112 VOLUME 419081.422 3737954.532 49.25 LOCATION L0007113 VOLUME 419101.023 3737950.556 48.27 LOCATION L0007114 VOLUME 419120.624 3737946.580 48.25 LOCATION L0007115 VOLUME 419140.224 3737942.604 48.62 LOCATION L0007116 VOLUME 419159.825 3737938.627 49.13 LOCATION L0007117 VOLUME 419179.426 3737934.651 48.82 LOCATION L0007118 VOLUME 419199.027 3737930.675 48.25 LOCATION L0007119 VOLUME 419218.627 3737926.699 47.64 LOCATION L0007120 VOLUME 419238.228 3737922.722 47.05 LOCATION L0007121 VOLUME 419257.829 3737918.746 46.53 LOCATION L0007122 VOLUME 419277.430 3737914.770 46.08 LOCATION L0007123 VOLUME 419297.030 3737910.793 45.64 LOCATION L0007124 VOLUME 419316.631 3737906.817 45.17 LOCATION L0007125 VOLUME 419336.232 3737902.841 44.64 LOCATION L0007126 VOLUME 419355.862 3737899.174 44.15 LOCATION L0007127 VOLUME 419375.861 3737899.388 43.58 LOCATION L0007128 VOLUME 419395.860 3737899.602 42.99 LOCATION L0007129 VOLUME 419415.859 3737899.816 42.41 LOCATION L0007130 VOLUME 419435.858 3737900.030 41.89 LOCATION L0007131 VOLUME 419455.856 3737900.244 41.50 LOCATION L0007132 VOLUME 419475.855 3737900.458 41.24 LOCATION L0007133 VOLUME 419495.854 3737900.672 41.09 LOCATION L0007134 VOLUME 419515.853 3737900.886 40.99 LOCATION L0007135 VOLUME 419535.852 3737901.100 40.86 LOCATION L0007136 VOLUME 419555.851 3737901.314 40.71 LOCATION L0007137 VOLUME 419575.850 3737901.528 40.58 LOCATION L0007138 VOLUME 419595.848 3737901.742 40.46 Page 8 LOCATION L0007139 VOLUME LOCATION L0007140 VOLUME LOCATION L0007141 VOLUME LOCATION L0007142 VOLUME LOCATION L0007143 VOLUME LOCATION L0007144 VOLUME LOCATION L0007145 VOLUME LOCATION L0007146 VOLUME LOCATION L0007147 VOLUME LOCATION L0007148 VOLUME LOCATION L0007149 VOLUME LOCATION L0007150 VOLUME LOCATION L0007151 VOLUME LOCATION L0007152 VOLUME LOCATION L0007153 VOLUME LOCATION L0007154 VOLUME LOCATION L0007155 VOLUME LOCATION L0007156 VOLUME LOCATION L0007157 VOLUME LOCATION L0007158 VOLUME LOCATION L0007159 VOLUME LOCATION L0007160 VOLUME ** End of LINE VOLUME Source ID = ** Source Parameters ** MainPlace_r.ADO 419615.847 3737901.956 40.39 419635.846 3737902.169 40.33 419655.845 3737902.383 40.28 419675.844 3737902.597 40.68 419695.843 3737902.811 41.36 419715.842 3737903.025 40.59 419735.840 3737903.239 40.75 419755.838 3737903.011 41.13 419775.836 3737902.714 41.61 419795.834 3737902.418 42.19 419815.832 3737902.122 42.79 419835.830 3737901.825 43.40 419855.827 3737901.529 44.00 419875.825 3737901.232 44.59 419895.823 3737900.936 45.19 419915.821 3737900.640 45.80 419935.819 3737900.343 46.39 419955.816 3737900.047 47.00 419975.814 3737899.750 47.61 419995.812 3737899.454 48.20 420015.810 3737899.158 48.81 420035.808 3737898.861 49.42 SLINE5 LIRE TOL11111E Source ID = SLIRE1 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 3.70 18.60 2.84 Page 9 MainPlace_r.ADO SRCPARAM L0006954 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006955 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006956 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006957 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006958 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006959 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006960 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006961 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006962 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006963 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006964 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006965 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006966 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006967 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006968 0.0000248718 3.70 18.60 2.84 SRCPARAM L0006969 0.0000248718 3.70 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE2 SRCPARAM L0006970 0.000004079 3.70 9.30 2.84 SRCPARAM L0006971 0.000004079 3.70 9.30 2.84 SRCPARAM L0006972 0.000004079 3.70 9.30 2.84 SRCPARAM L0006973 0.000004079 3.70 9.30 2.84 SRCPARAM L0006974 0.000004079 3.70 9.30 2.84 SRCPARAM L0006975 0.000004079 3.70 9.30 2.84 SRCPARAM L0006976 0.000004079 3.70 9.30 2.84 SRCPARAM L0006977 0.000004079 3.70 9.30 2.84 SRCPARAM L0006978 0.000004079 3.70 9.30 2.84 SRCPARAM L0006979 0.000004079 3.70 9.30 2.84 SRCPARAM L0006980 0.000004079 3.70 9.30 2.84 SRCPARAM L0006981 0.000004079 3.70 9.30 2.84 SRCPARAM L0006982 0.000004079 3.70 9.30 2.84 SRCPARAM L0006983 0.000004079 3.70 9.30 2.84 SRCPARAM L0006984 0.000004079 3.70 9.30 2.84 SRCPARAM L0006985 0.000004079 3.70 9.30 2.84 SRCPARAM L0006986 0.000004079 3.70 9.30 2.84 SRCPARAM L0006987 0.000004079 3.70 9.30 2.84 SRCPARAM L0006988 0.000004079 3.70 9.30 2.84 SRCPARAM L0006989 0.000004079 3.70 9.30 2.84 SRCPARAM L0006990 0.000004079 3.70 9.30 2.84 SRCPARAM L0006991 0.000004079 3.70 9.30 2.84 SRCPARAM L0006992 0.000004079 3.70 9.30 2.84 SRCPARAM L0006993 0.000004079 3.70 9.30 2.84 SRCPARAM L0006994 0.000004079 3.70 9.30 2.84 SRCPARAM L0006995 0.000004079 3.70 9.30 2.84 SRCPARAM L0006996 0.000004079 3.70 9.30 2.84 SRCPARAM L0006997 0.000004079 3.70 9.30 2.84 SRCPARAM L0006998 0.000004079 3.70 9.30 2.84 SRCPARAM L0006999 0.000004079 3.70 9.30 2.84 Page 10 MainPlace DO ** ** LINE VOLUME Source ID = SLINE3 Page 11 MainPlace_r.ADO SRCPARAM L0000480 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000481 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000482 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000483 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000484 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000485 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000486 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000487 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000488 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000489 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000490 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000491 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000492 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000493 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000494 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000495 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000496 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000497 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000498 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000499 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000500 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000501 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000502 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000503 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000504 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000505 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000506 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000507 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000508 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000509 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000510 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000511 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000512 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000513 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000514 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000515 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000516 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000517 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000518 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000519 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000520 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000521 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000522 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000523 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000524 0.0000003352 3.70 13.02 2.84 SRCPARAM L0000525 0.0000003352 3.70 13.02 2.84 ** ** LINE VOLUME Source ID = SLINE4 Page 12 MainPlace_r.ADO SRCPARAM L0007046 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007047 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007048 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007049 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007050 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007051 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007052 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007053 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007054 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007055 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007056 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007057 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007058 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007059 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007060 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007061 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007062 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007063 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007064 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007065 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007066 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007067 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007068 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007069 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007070 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007071 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007072 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007073 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007074 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007075 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007076 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007077 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007078 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007079 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007080 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007081 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007082 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007083 0.0000248718 0.00 18.60 2.84 SRCPARAM L0007084 0.0000248718 0.00 18.60 2.84 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SLINE5 SRCPARAM L0007085 0.000004079 3.70 9.30 2.84 SRCPARAM L0007086 0.000004079 3.70 9.30 2.84 SRCPARAM L0007087 0.000004079 3.70 9.30 2.84 SRCPARAM L0007088 0.000004079 3.70 9.30 2.84 SRCPARAM L0007089 0.000004079 3.70 9.30 2.84 SRCPARAM L0007090 0.000004079 3.70 9.30 2.84 SRCPARAM L0007091 0.000004079 3.70 9.30 2.84 Page 13 MainPlace_r.ADO SRCGROUP SRCGPI L0000515 L0000516 L0000517 L0000518 L0000519 L0000520 SRCGROUP SRCGPI L0000521 L0000522 L0000523 L0000524 L0000525 L0007046 SRCGROUP SRCGPI L0007047 L0007048 L0007049 L0007050 L0007051 L0007052 SRCGROUP SRCGPI L0007053 L0007054 L0007055 L0007056 L0007057 L0007058 SRCGROUP SRCGPI L0007059 L0007060 L0007061 L0007062 L0007063 L0007064 SRCGROUP SRCGPI L0007065 L0007066 L0007067 L0007068 L0007069 L0007070 SRCGROUP SRCGPI L0007071 L0007072 L0007073 L0007074 L0007075 L0007076 SRCGROUP SRCGPI L0007077 L0007078 L0007079 L0007080 L0007081 L0007082 SRCGROUP SRCGPI L0007083 L0007084 L0007085 L0007086 L0007087 L0007088 SRCGROUP SRCGPI L0007089 L0007090 L0007091 L0007092 L0007093 L0007094 SRCGROUP SRCGPI L0007095 L0007096 L0007097 L0007098 L0007099 L0007100 SRCGROUP SRCGPI L0007101 L0007102 L0007103 L0007104 L0007105 L0007106 SRCGROUP SRCGPI L0007107 L0007108 L0007109 L0007110 L0007111 L0007112 SRCGROUP SRCGPI L0007113 L0007114 L0007115 L0007116 L0007117 L0007118 SRCGROUP SRCGPI L0007119 L0007120 L0007121 L0007122 L0007123 L0007124 SRCGROUP SRCGPI L0007125 L0007126 L0007127 L0007128 L0007129 L0007130 SRCGROUP SRCGPI L0007131 L0007132 L0007133 L0007134 L0007135 L0007136 SRCGROUP SRCGPI L0007137 L0007138 L0007139 L0007140 L0007141 L0007142 SRCGROUP SRCGPI L0007143 L0007144 L0007145 L0007146 L0007147 L0007148 SRCGROUP SRCGPI L0007149 L0007150 L0007151 L0007152 L0007153 L0007154 SRCGROUP SRCGPI L0007155 L0007156 L0007157 L0007158 L0007159 L0007160 SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED MainPlace_r.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE KSNA_V9_ADIU\KSNA_v9.SFC PROFFILE KSNA_V9_ADIU\KSNA_v9.PFL SURFDATA 93184 2012 UAIRDATA 3190 2012 PROFBASE 17.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway Page 16 MainPlace_r.ADO **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto -Generated Plotfiles PLOTFILE 1 ALL 1ST MAINPLACE_R.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST MAINPLACE_R.AD\24H1GALL.PLT 32 PLOTFILE 1 SRCGPI 1ST MAINPLACE_R.AD\01H1GO01.PLT 33 PLOTFILE 24 SRCGPI 1ST MAINPLACE_R.AD\24H1G001.PLT 34 PLOTFILE ANNUAL ALL MAINPLACE_R.AD\AN00GALL.PLT 35 PLOTFILE ANNUAL SRCGPI MAINPLACE_R.AD\AN00G000.PLT 36 SUMMFILE MainPlace_r.sum OU FINISHED *** Message Summary For AERMOD Model Setup *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 0 Informational Message(s) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET *********************************** *** SETUP Finishes Successfully *** *********************************** T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 1 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 17 MainPlace r.ADO *** MODEL SETUP OPTIONS SUMMARY *** **Model Is Setup For Calculation of Average CONCentration Values. -- DEPOSITION LOGIC -- **NO GAS DEPOSITION Data Provided. **NO PARTICLE DEPOSITION Data Provided. **Model Uses NO DRY DEPLETION. DRYDPLT = F **Model Uses NO WET DEPLETION. WETDPLT = F **Model Uses URBAN Dispersion Algorithm for the SBL for 276 Source(s), for Total of 1 Urban Area(s): Urban Population = 3010232.0 ; Urban Roughness Length = 1.000 m **Model Uses Regulatory DEFAULT Options: 1. Stack -tip Downwash. 2. Model Accounts for ELEVated Terrain Effects. 3. Use Calms Processing Routine. 4. Use Missing Data Processing Routine. 5. No Exponential Decay. 6. Urban Roughness Length of 1.0 Meter Assumed. **Other Options Specified: ADJ_U* - Use ADJ_U* option for SBL in AERMET CCVR_Sub - Meteorological data includes CCVR substitutions TEMP —Sub - Meteorological data includes TEMP substitutions **Model Accepts FLAGPOLE Receptor Heights. **The User Specified a Pollutant Type of: PM_10 **Model Calculates 2 Short Term Average(s) of: 1-HR 24-HR and Calculates ANNUAL Averages **This Run Includes: 276 Source(s); 2 Source Group(s); and 536 Receptor(s) with: 0 POINT(s), including 0 POINTCAP(s) and 0 POINTHOR(s) and: 276 VOLUME source(s) and: 0 AREA type source(s) and: 0 LINE source(s) and: 0 OPENPIT source(s) and: 0 BUOYANT LINE source(s) with 0 line(s) Page 18 MainPlace r.ADO **Model Set To Continue RUNning After the Setup Testing. **The AERMET Input Meteorological Data Version Date: 16216 **Output Options Selected: Model Outputs Tables of ANNUAL Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword) **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours **Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 17.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07 Output Units = MICROGRAMS/M**3 **Approximate Storage Requirements of Model = 3.7 MB of RAM. **Input Runstream File: aermod.inp **Output Print File: aermod.out **Detailed Error/Message File: MainPlace_r.err **File for Summary of Results: MainPlace_r.sum T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 2 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** Page 19 MainPlace r.ADO NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006931 - - - - 0 - - - - 0.24872E-04 - - - - - 419622.0 3736800.9 39.7 3.70 18.60 2.84 YES L0006932 0 0.24872E-04 419603.6 3736836.5 41.0 3.70 18.60 2.84 YES L0006933 0 0.24872E-04 419585.2 3736872.0 42.1 3.70 18.60 2.84 YES L0006934 0 0.24872E-04 419566.9 3736907.5 43.3 3.70 18.60 2.84 YES L0006935 0 0.24872E-04 419546.9 3736942.1 44.3 3.70 18.60 2.84 YES L0006936 0 0.24872E-04 419524.9 3736975.5 45.1 3.70 18.60 2.84 YES L0006937 0 0.24872E-04 419502.9 3737008.9 45.6 3.70 18.60 2.84 YES L0006938 0 0.24872E-04 419480.9 3737042.3 46.0 3.70 18.60 2.84 YES L0006939 0 0.24872E-04 419458.9 3737075.7 46.3 3.70 18.60 2.84 YES L0006940 0 0.24872E-04 419436.9 3737109.1 46.3 3.70 18.60 2.84 YES L0006941 0 0.24872E-04 419414.9 3737142.5 45.5 3.70 18.60 2.84 YES L0006942 0 0.24872E-04 419392.9 3737175.9 42.3 3.70 18.60 2.84 YES L0006943 0 0.24872E-04 419370.9 3737209.3 45.0 3.70 18.60 2.84 YES L0006944 0 0.24872E-04 419348.8 3737242.7 45.3 3.70 18.60 2.84 YES L0006945 0 0.24872E-04 419326.5 3737275.9 45.0 3.70 18.60 2.84 YES L0006946 0 0.24872E-04 419304.2 3737309.1 44.7 3.70 18.60 2.84 YES L0006947 0 0.24872E-04 419281.9 3737342.3 44.4 3.70 18.60 2.84 YES L0006948 0 0.24872E-04 419259.5 3737375.5 44.1 3.70 18.60 2.84 YES L0006949 0 0.24872E-04 419237.2 3737408.7 43.8 3.70 18.60 2.84 YES Page 20 MainPlace r.ADO L0006950 0 0.24872E-04 419214.8 3737441.8 43.6 3.70 18.60 2.84 YES L0006951 0 0.24872E-04 419192.5 3737475.0 43.4 3.70 18.60 2.84 YES L0006952 0 0.24872E-04 419170.2 3737508.2 43.3 3.70 18.60 2.84 YES L0006953 0 0.24872E-04 419147.8 3737541.4 43.3 3.70 18.60 2.84 YES L0006954 0 0.24872E-04 419125.5 3737574.6 43.2 3.70 18.60 2.84 YES L0006955 0 0.24872E-04 419103.2 3737607.7 43.1 3.70 18.60 2.84 YES L0006956 0 0.24872E-04 419080.8 3737640.9 43.0 3.70 18.60 2.84 YES L0006957 0 0.24872E-04 419058.3 3737674.0 42.9 3.70 18.60 2.84 YES L0006958 0 0.24872E-04 419035.9 3737707.1 42.8 3.70 18.60 2.84 YES L0006959 0 0.24872E-04 419013.4 3737740.2 42.6 3.70 18.60 2.84 YES L0006960 0 0.24872E-04 418991.0 3737773.3 42.7 3.70 18.60 2.84 YES L0006961 0 0.24872E-04 418968.5 3737806.4 42.8 3.70 18.60 2.84 YES L0006962 0 0.24872E-04 418946.1 3737839.5 42.8 3.70 18.60 2.84 YES L0006963 0 0.24872E-04 418923.6 3737872.6 42.8 3.70 18.60 2.84 YES L0006964 0 0.24872E-04 418901.1 3737905.7 42.2 3.70 18.60 2.84 YES L0006965 0 0.24872E-04 418876.1 3737936.8 42.1 3.70 18.60 2.84 YES L0006966 0 0.24872E-04 418848.5 3737965.7 42.0 3.70 18.60 2.84 YES L0006967 0 0.24872E-04 418820.9 3737994.6 41.9 3.70 18.60 2.84 YES L0006968 0 0.24872E-04 418793.2 3738023.5 41.9 3.70 18.60 2.84 YES L0006969 0 0.24872E-04 418765.6 3738052.4 42.0 3.70 18.60 2.84 YES L0006970 0 0.40790E-05 418543.4 3738009.9 45.3 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 3 Page 21 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0006971 - - - - 0 - - - - 0.40790E-05 - - - - - 418563.4 3738010.0 45.8 3.70 9.30 2.84 YES L0006972 0 0.40790E-05 418583.4 3738010.1 46.4 3.70 9.30 2.84 YES L0006973 0 0.40790E-05 418603.4 3738010.2 47.0 3.70 9.30 2.84 YES L0006974 0 0.40790E-05 418623.4 3738010.4 47.6 3.70 9.30 2.84 YES L0006975 0 0.40790E-05 418643.4 3738010.5 48.0 3.70 9.30 2.84 YES L0006976 0 0.40790E-05 418663.4 3738010.6 47.8 3.70 9.30 2.84 YES L0006977 0 0.40790E-05 418683.4 3738010.7 47.2 3.70 9.30 2.84 YES L0006978 0 0.40790E-05 418703.4 3738010.9 45.6 3.70 9.30 2.84 YES L0006979 0 0.40790E-05 418723.4 3738009.6 43.9 3.70 9.30 2.84 YES L0006980 0 0.40790E-05 418743.3 3738008.0 42.4 3.70 9.30 2.84 YES L0006981 0 0.40790E-05 418763.3 3738006.3 41.6 3.70 9.30 2.84 YES L0006982 0 0.40790E-05 418783.2 3738004.7 41.6 3.70 9.30 2.84 YES L0006983 0 0.40790E-05 418803.1 3738003.0 41.8 3.70 9.30 2.84 YES L0006984 0 0.40790E-05 418823.1 3738001.4 42.0 3.70 9.30 2.84 YES L0006985 0 0.40790E-05 418843.0 3737999.7 42.4 3.70 9.30 2.84 YES L0006986 0 0.40790E-05 418862.9 3737998.1 42.5 3.70 9.30 2.84 YES L0006987 0 0.40790E-05 418882.8 3737996.4 42.9 3.70 9.30 2.84 YES Page 22 MainPlace r.ADO L0006988 0 0.40790E-05 418902.8 3737994.8 45.1 3.70 9.30 2.84 YES L0006989 0 0.40790E-05 418922.7 3737993.5 49.4 3.70 9.30 2.84 YES L0006990 0 0.40790E-05 418942.7 3737992.9 51.3 3.70 9.30 2.84 YES L0006991 0 0.40790E-05 418962.7 3737992.2 51.8 3.70 9.30 2.84 YES L0006992 0 0.40790E-05 418982.7 3737991.5 52.0 3.70 9.30 2.84 YES L0006993 0 0.40790E-05 419002.7 3737990.9 51.5 3.70 9.30 2.84 YES L0006994 0 0.40790E-05 419022.6 3737989.4 49.0 3.70 9.30 2.84 YES L0006995 0 0.40790E-05 419042.2 3737985.7 48.2 3.70 9.30 2.84 YES L0006996 0 0.40790E-05 419061.9 3737982.0 48.2 3.70 9.30 2.84 YES L0006997 0 0.40790E-05 419081.5 3737978.3 48.3 3.70 9.30 2.84 YES L0006998 0 0.40790E-05 419101.2 3737974.6 49.5 3.70 9.30 2.84 YES L0006999 0 0.40790E-05 419120.9 3737970.9 49.9 3.70 9.30 2.84 YES L0007000 0 0.40790E-05 419140.5 3737967.1 49.1 3.70 9.30 2.84 YES L0007001 0 0.40790E-05 419160.2 3737963.4 47.8 3.70 9.30 2.84 YES L0007002 0 0.40790E-05 419179.8 3737959.7 47.1 3.70 9.30 2.84 YES L0007003 0 0.40790E-05 419199.5 3737956.0 46.8 3.70 9.30 2.84 YES L0007004 0 0.40790E-05 419219.1 3737952.3 47.0 3.70 9.30 2.84 YES L0007005 0 0.40790E-05 419238.8 3737948.6 47.3 3.70 9.30 2.84 YES L0007006 0 0.40790E-05 419258.4 3737944.9 47.2 3.70 9.30 2.84 YES L0007007 0 0.40790E-05 419278.1 3737941.1 45.6 3.70 9.30 2.84 YES L0007008 0 0.40790E-05 419297.7 3737937.4 44.6 3.70 9.30 2.84 YES L0007009 0 0.40790E-05 419317.6 3737934.9 44.0 3.70 9.30 2.84 YES L0007010 0 0.40790E-05 419337.4 3737932.5 43.5 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/30/18 Page 23 MainPlace_r.ADO *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 4 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007011 - - - - 0 - - - - 0.40790E-05 - - - - - 419357.3 3737930.2 43.1 3.70 9.30 2.84 YES L0007012 0 0.40790E-05 419377.2 3737929.5 42.6 3.70 9.30 2.84 YES L0007013 0 0.40790E-05 419397.2 3737929.3 42.1 3.70 9.30 2.84 YES L0007014 0 0.40790E-05 419417.2 3737929.1 41.6 3.70 9.30 2.84 YES L0007015 0 0.40790E-05 419437.2 3737928.8 41.1 3.70 9.30 2.84 YES L0007016 0 0.40790E-05 419457.2 3737928.6 40.8 3.70 9.30 2.84 YES L0007017 0 0.40790E-05 419477.2 3737928.3 40.6 3.70 9.30 2.84 YES L0007018 0 0.40790E-05 419497.2 3737928.1 40.5 3.70 9.30 2.84 YES L0007019 0 0.40790E-05 419517.2 3737927.9 40.4 3.70 9.30 2.84 YES L0007020 0 0.40790E-05 419537.2 3737927.6 40.4 3.70 9.30 2.84 YES L0007021 0 0.40790E-05 419557.2 3737927.4 40.3 3.70 9.30 2.84 YES L0007022 0 0.40790E-05 419577.2 3737927.2 40.3 3.70 9.30 2.84 YES L0007023 0 0.40790E-05 419597.2 3737926.9 40.3 3.70 9.30 2.84 YES L0007024 0 0.40790E-05 419617.2 3737926.7 40.2 3.70 9.30 2.84 YES L0007025 0 0.40790E-05 419637.2 3737926.4 40.2 3.70 9.30 2.84 YES Page 24 MainPlace r.ADO L0007026 0 0.40790E-05 419657.2 3737926.2 40.1 3.70 9.30 2.84 YES L0007027 0 0.40790E-05 419677.2 3737926.0 41.6 3.70 9.30 2.84 YES L0007028 0 0.40790E-05 419697.2 3737925.7 43.1 3.70 9.30 2.84 YES L0007029 0 0.40790E-05 419717.2 3737925.5 40.5 3.70 9.30 2.84 YES L0007030 0 0.40790E-05 419737.2 3737925.4 40.6 3.70 9.30 2.84 YES L0007031 0 0.40790E-05 419757.2 3737925.4 41.0 3.70 9.30 2.84 YES L0007032 0 0.40790E-05 419777.2 3737925.3 41.5 3.70 9.30 2.84 YES L0007033 0 0.40790E-05 419797.2 3737925.2 42.0 3.70 9.30 2.84 YES L0007034 0 0.40790E-05 419817.2 3737925.1 42.6 3.70 9.30 2.84 YES L0007035 0 0.40790E-05 419837.2 3737925.0 43.2 3.70 9.30 2.84 YES L0007036 0 0.40790E-05 419857.2 3737924.9 43.8 3.70 9.30 2.84 YES L0007037 0 0.40790E-05 419877.2 3737924.8 44.4 3.70 9.30 2.84 YES L0007038 0 0.40790E-05 419897.2 3737924.7 45.0 3.70 9.30 2.84 YES L0007039 0 0.40790E-05 419917.2 3737924.6 45.6 3.70 9.30 2.84 YES L0007040 0 0.40790E-05 419937.2 3737924.5 46.2 3.70 9.30 2.84 YES L0007041 0 0.40790E-05 419957.2 3737924.4 46.8 3.70 9.30 2.84 YES L0007042 0 0.40790E-05 419977.2 3737924.3 47.4 3.70 9.30 2.84 YES L0007043 0 0.40790E-05 419997.2 3737924.2 48.0 3.70 9.30 2.84 YES L0007044 0 0.40790E-05 420017.2 3737924.2 48.6 3.70 9.30 2.84 YES L0007045 0 0.40790E-05 420037.2 3737924.1 49.1 3.70 9.30 2.84 YES L0000480 0 0.33520E-06 419690.7 3738136.0 47.3 3.70 13.02 2.84 YES L0000481 0 0.33520E-06 419690.7 3738108.0 47.4 3.70 13.02 2.84 YES L0000482 0 0.33520E-06 419690.7 3738080.0 47.4 3.70 13.02 2.84 YES L0000483 0 0.33520E-06 419690.7 3738052.0 47.4 3.70 13.02 2.84 YES Page 25 MainPlace r.ADO L0000484 0 0.33520E-06 419690.7 3738024.0 47.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 5 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000485 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3737996.0 47.3 3.70 13.02 2.84 YES L0000486 0 0.33520E-06 419690.7 3737968.0 47.3 3.70 13.02 2.84 YES L0000487 0 0.33520E-06 419690.7 3737940.0 44.9 3.70 13.02 2.84 YES L0000488 0 0.33520E-06 419690.7 3737912.0 42.2 3.70 13.02 2.84 YES L0000489 0 0.33520E-06 419690.7 3737884.0 44.6 3.70 13.02 2.84 YES L0000490 0 0.33520E-06 419690.7 3737856.0 47.2 3.70 13.02 2.84 YES L0000491 0 0.33520E-06 419690.7 3737828.0 47.1 3.70 13.02 2.84 YES L0000492 0 0.33520E-06 419690.7 3737800.0 47.0 3.70 13.02 2.84 YES L0000493 0 0.33520E-06 419690.7 3737772.0 47.0 3.70 13.02 2.84 YES L0000494 0 0.33520E-06 419690.7 3737744.0 47.0 3.70 13.02 2.84 YES L0000495 0 0.33520E-06 419690.7 3737716.0 46.9 3.70 13.02 2.84 YES L0000496 0 0.33520E-06 419690.7 3737688.0 47.1 3.70 13.02 2.84 YES L0000497 0 0.33520E-06 419690.7 3737660.0 47.2 3.70 13.02 2.84 YES Page 26 MainPlace r.ADO L0000498 0 0.33520E-06 419690.7 3737632.0 47.1 3.70 13.02 2.84 YES L0000499 0 0.33520E-06 419690.7 3737604.0 47.1 3.70 13.02 2.84 YES L0000500 0 0.33520E-06 419690.7 3737576.0 47.2 3.70 13.02 2.84 YES L0000501 0 0.33520E-06 419690.7 3737548.0 47.3 3.70 13.02 2.84 YES L0000502 0 0.33520E-06 419690.7 3737520.0 47.3 3.70 13.02 2.84 YES L0000503 0 0.33520E-06 419690.7 3737492.0 47.3 3.70 13.02 2.84 YES L0000504 0 0.33520E-06 419690.7 3737464.0 47.3 3.70 13.02 2.84 YES L0000505 0 0.33520E-06 419690.7 3737436.0 47.3 3.70 13.02 2.84 YES L0000506 0 0.33520E-06 419690.7 3737408.0 47.2 3.70 13.02 2.84 YES L0000507 0 0.33520E-06 419690.7 3737380.0 47.0 3.70 13.02 2.84 YES L0000508 0 0.33520E-06 419690.7 3737352.0 46.9 3.70 13.02 2.84 YES L0000509 0 0.33520E-06 419690.7 3737324.0 46.8 3.70 13.02 2.84 YES L0000510 0 0.33520E-06 419690.7 3737296.0 46.7 3.70 13.02 2.84 YES L0000511 0 0.33520E-06 419690.7 3737268.0 46.7 3.70 13.02 2.84 YES L0000512 0 0.33520E-06 419690.7 3737240.0 46.7 3.70 13.02 2.84 YES L0000513 0 0.33520E-06 419690.7 3737212.0 46.6 3.70 13.02 2.84 YES L0000514 0 0.33520E-06 419690.7 3737184.0 46.7 3.70 13.02 2.84 YES L0000515 0 0.33520E-06 419690.7 3737156.0 46.6 3.70 13.02 2.84 YES L0000516 0 0.33520E-06 419690.7 3737128.0 44.5 3.70 13.02 2.84 YES L0000517 0 0.33520E-06 419690.7 3737100.0 41.7 3.70 13.02 2.84 YES L0000518 0 0.33520E-06 419690.7 3737072.0 46.9 3.70 13.02 2.84 YES L0000519 0 0.33520E-06 419690.7 3737044.0 47.0 3.70 13.02 2.84 YES L0000520 0 0.33520E-06 419690.7 3737016.0 46.6 3.70 13.02 2.84 YES L0000521 0 0.33520E-06 419690.7 3736988.0 46.6 3.70 13.02 2.84 YES Page 27 MainPlace r.ADO L0000522 0 0.33520E-06 419690.7 3736960.0 46.9 3.70 13.02 2.84 YES L0000523 0 0.33520E-06 419690.7 3736932.0 47.2 3.70 13.02 2.84 YES L0000524 0 0.33520E-06 419690.7 3736904.0 46.4 3.70 13.02 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 6 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0000525 - - - - 0 - - - - 0.33520E-06 - - - - - 419690.7 3736876.0 43.4 3.70 13.02 2.84 YES L0007046 0 0.24872E-04 419654.6 3736806.3 38.3 0.00 18.60 2.84 YES L0007047 0 0.24872E-04 419637.0 3736842.2 39.5 0.00 18.60 2.84 YES L0007048 0 0.24872E-04 419619.3 3736878.1 40.9 0.00 18.60 2.84 YES L0007049 0 0.24872E-04 419599.6 3736912.8 42.2 0.00 18.60 2.84 YES L0007050 0 0.24872E-04 419577.7 3736946.3 43.8 0.00 18.60 2.84 YES L0007051 0 0.24872E-04 419555.8 3736979.7 47.5 0.00 18.60 2.84 YES L0007052 0 0.24872E-04 419533.9 3737013.2 46.0 0.00 18.60 2.84 YES L0007053 0 0.24872E-04 419512.1 3737046.7 45.8 0.00 18.60 2.84 YES L0007054 0 0.24872E-04 419490.2 3737080.2 46.2 0.00 18.60 2.84 YES L0007055 0 0.24872E-04 419468.3 3737113.7 46.4 0.00 18.60 2.84 YES Page 28 MainPlace r.ADO L0007056 0 0.24872E-04 419446.4 3737147.2 46.2 0.00 18.60 2.84 YES L0007057 0 0.24872E-04 419424.5 3737180.7 42.8 0.00 18.60 2.84 YES L0007058 0 0.24872E-04 419402.3 3737213.9 44.1 0.00 18.60 2.84 YES L0007059 0 0.24872E-04 419379.0 3737246.4 45.7 0.00 18.60 2.84 YES L0007060 0 0.24872E-04 419355.7 3737278.9 45.4 0.00 18.60 2.84 YES L0007061 0 0.24872E-04 419332.4 3737311.5 45.1 0.00 18.60 2.84 YES L0007062 0 0.24872E-04 419310.0 3737344.6 44.8 0.00 18.60 2.84 YES L0007063 0 0.24872E-04 419288.1 3737378.0 44.5 0.00 18.60 2.84 YES L0007064 0 0.24872E-04 419266.2 3737411.5 44.1 0.00 18.60 2.84 YES L0007065 0 0.24872E-04 419244.4 3737445.0 43.9 0.00 18.60 2.84 YES L0007066 0 0.24872E-04 419222.5 3737478.5 43.7 0.00 18.60 2.84 YES L0007067 0 0.24872E-04 419200.6 3737512.0 43.6 0.00 18.60 2.84 YES L0007068 0 0.24872E-04 419178.8 3737545.5 43.5 0.00 18.60 2.84 YES L0007069 0 0.24872E-04 419156.7 3737578.9 43.4 0.00 18.60 2.84 YES L0007070 0 0.24872E-04 419134.6 3737612.2 43.3 0.00 18.60 2.84 YES L0007071 0 0.24872E-04 419112.4 3737645.5 43.2 0.00 18.60 2.84 YES L0007072 0 0.24872E-04 419090.3 3737678.8 43.2 0.00 18.60 2.84 YES L0007073 0 0.24872E-04 419068.3 3737712.2 43.1 0.00 18.60 2.84 YES L0007074 0 0.24872E-04 419046.2 3737745.6 43.0 0.00 18.60 2.84 YES L0007075 0 0.24872E-04 419024.2 3737779.0 43.1 0.00 18.60 2.84 YES L0007076 0 0.24872E-04 419002.1 3737812.4 42.9 0.00 18.60 2.84 YES L0007077 0 0.24872E-04 418977.8 3737844.0 42.8 0.00 18.60 2.84 YES L0007078 0 0.24872E-04 418952.5 3737875.0 42.6 0.00 18.60 2.84 YES L0007079 0 0.24872E-04 418927.1 3737905.9 42.5 0.00 18.60 2.84 YES Page 29 MainPlace_r.ADO L0007080 0 0.24872E-04 418901.7 3737936.8 2.84 YES L0007081 0 0.24872E-04 418876.4 3737967.8 2.84 YES L0007082 0 0.24872E-04 418851.0 3737998.7 2.84 YES L0007083 0 0.24872E-04 418825.6 3738029.6 2.84 YES L0007084 0 0.24872E-04 418800.3 3738060.6 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 42.4 0.00 18.60 42.5 0.00 18.60 42.4 0.00 18.60 42.3 0.00 18.60 42.3 0.00 18.60 PAGE 7 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 12/30/18 *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007085 - - - - 0 - - - - 0.40790E-05 - - - - - 418544.1 3737984.9 45.3 3.70 9.30 2.84 YES L0007086 0 0.40790E-05 418564.1 3737984.8 45.8 3.70 9.30 2.84 YES L0007087 0 0.40790E-05 418584.1 3737984.7 46.4 3.70 9.30 2.84 YES L0007088 0 0.40790E-05 418604.1 3737984.6 47.0 3.70 9.30 2.84 YES L0007089 0 0.40790E-05 418624.1 3737984.5 47.6 3.70 9.30 2.84 YES L0007090 0 0.40790E-05 418644.1 3737984.5 48.1 3.70 9.30 2.84 YES L0007091 0 0.40790E-05 418664.1 3737984.4 48.7 3.70 9.30 2.84 YES L0007092 0 0.40790E-05 418684.1 3737984.3 49.2 3.70 9.30 2.84 YES L0007093 0 0.40790E-05 418704.1 3737984.2 48.6 3.70 9.30 2.84 YES Page 30 MainPlace r.ADO L0007094 0 0.40790E-05 418724.1 3737983.9 46.1 3.70 9.30 2.84 YES L0007095 0 0.40790E-05 418744.1 3737983.7 42.3 3.70 9.30 2.84 YES L0007096 0 0.40790E-05 418764.1 3737983.5 41.4 3.70 9.30 2.84 YES L0007097 0 0.40790E-05 418784.1 3737983.3 41.3 3.70 9.30 2.84 YES L0007098 0 0.40790E-05 418804.1 3737983.0 41.5 3.70 9.30 2.84 YES L0007099 0 0.40790E-05 418824.1 3737982.8 41.8 3.70 9.30 2.84 YES L0007100 0 0.40790E-05 418844.1 3737982.6 42.2 3.70 9.30 2.84 YES L0007101 0 0.40790E-05 418864.1 3737982.4 42.4 3.70 9.30 2.84 YES L0007102 0 0.40790E-05 418884.1 3737982.1 42.8 3.70 9.30 2.84 YES L0007103 0 0.40790E-05 418904.1 3737981.9 44.6 3.70 9.30 2.84 YES L0007104 0 0.40790E-05 418924.1 3737981.7 47.9 3.70 9.30 2.84 YES L0007105 0 0.40790E-05 418944.1 3737981.4 50.5 3.70 9.30 2.84 YES L0007106 0 0.40790E-05 418963.8 3737978.4 51.0 3.70 9.30 2.84 YES L0007107 0 0.40790E-05 418983.4 3737974.4 51.0 3.70 9.30 2.84 YES L0007108 0 0.40790E-05 419003.0 3737970.4 51.0 3.70 9.30 2.84 YES L0007109 0 0.40790E-05 419022.6 3737966.5 51.0 3.70 9.30 2.84 YES L0007110 0 0.40790E-05 419042.2 3737962.5 50.9 3.70 9.30 2.84 YES L0007111 0 0.40790E-05 419061.8 3737958.5 50.0 3.70 9.30 2.84 YES L0007112 0 0.40790E-05 419081.4 3737954.5 49.2 3.70 9.30 2.84 YES L0007113 0 0.40790E-05 419101.0 3737950.6 48.3 3.70 9.30 2.84 YES L0007114 0 0.40790E-05 419120.6 3737946.6 48.2 3.70 9.30 2.84 YES L0007115 0 0.40790E-05 419140.2 3737942.6 48.6 3.70 9.30 2.84 YES L0007116 0 0.40790E-05 419159.8 3737938.6 49.1 3.70 9.30 2.84 YES L0007117 0 0.40790E-05 419179.4 3737934.7 48.8 3.70 9.30 2.84 YES Page 31 MainPlace_r.ADO L0007118 0 0.40790E-05 419199.0 3737930.7 48.2 3.70 9.30 2.84 YES L0007119 0 0.40790E-05 419218.6 3737926.7 47.6 3.70 9.30 2.84 YES L0007120 0 0.40790E-05 419238.2 3737922.7 47.0 3.70 9.30 2.84 YES L0007121 0 0.40790E-05 419257.8 3737918.7 46.5 3.70 9.30 2.84 YES L0007122 0 0.40790E-05 419277.4 3737914.8 46.1 3.70 9.30 2.84 YES L0007123 0 0.40790E-05 419297.0 3737910.8 45.6 3.70 9.30 2.84 YES L0007124 0 0.40790E-05 419316.6 3737906.8 45.2 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 8 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** VOLUME SOURCE DATA *** NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) - - - - - - - - - - BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L0007125 - - - - 0 - - - - 0.40790E-05 - - - - - 419336.2 3737902.8 44.6 3.70 9.30 2.84 YES L0007126 0 0.40790E-05 419355.9 3737899.2 44.1 3.70 9.30 2.84 YES L0007127 0 0.40790E-05 419375.9 3737899.4 43.6 3.70 9.30 2.84 YES L0007128 0 0.40790E-05 419395.9 3737899.6 43.0 3.70 9.30 2.84 YES L0007129 0 0.40790E-05 419415.9 3737899.8 42.4 3.70 9.30 2.84 YES L0007130 0 0.40790E-05 419435.9 3737900.0 41.9 3.70 9.30 2.84 YES L0007131 0 0.40790E-05 419455.9 3737900.2 41.5 3.70 9.30 2.84 YES Page 32 MainPlace r.ADO L0007132 0 0.40790E-05 419475.9 3737900.5 41.2 3.70 9.30 2.84 YES L0007133 0 0.40790E-05 419495.9 3737900.7 41.1 3.70 9.30 2.84 YES L0007134 0 0.40790E-05 419515.9 3737900.9 41.0 3.70 9.30 2.84 YES L0007135 0 0.40790E-05 419535.9 3737901.1 40.9 3.70 9.30 2.84 YES L0007136 0 0.40790E-05 419555.9 3737901.3 40.7 3.70 9.30 2.84 YES L0007137 0 0.40790E-05 419575.8 3737901.5 40.6 3.70 9.30 2.84 YES L0007138 0 0.40790E-05 419595.8 3737901.7 40.5 3.70 9.30 2.84 YES L0007139 0 0.40790E-05 419615.8 3737902.0 40.4 3.70 9.30 2.84 YES L0007140 0 0.40790E-05 419635.8 3737902.2 40.3 3.70 9.30 2.84 YES L0007141 0 0.40790E-05 419655.8 3737902.4 40.3 3.70 9.30 2.84 YES L0007142 0 0.40790E-05 419675.8 3737902.6 40.7 3.70 9.30 2.84 YES L0007143 0 0.40790E-05 419695.8 3737902.8 41.4 3.70 9.30 2.84 YES L0007144 0 0.40790E-05 419715.8 3737903.0 40.6 3.70 9.30 2.84 YES L0007145 0 0.40790E-05 419735.8 3737903.2 40.8 3.70 9.30 2.84 YES L0007146 0 0.40790E-05 419755.8 3737903.0 41.1 3.70 9.30 2.84 YES L0007147 0 0.40790E-05 419775.8 3737902.7 41.6 3.70 9.30 2.84 YES L0007148 0 0.40790E-05 419795.8 3737902.4 42.2 3.70 9.30 2.84 YES L0007149 0 0.40790E-05 419815.8 3737902.1 42.8 3.70 9.30 2.84 YES L0007150 0 0.40790E-05 419835.8 3737901.8 43.4 3.70 9.30 2.84 YES L0007151 0 0.40790E-05 419855.8 3737901.5 44.0 3.70 9.30 2.84 YES L0007152 0 0.40790E-05 419875.8 3737901.2 44.6 3.70 9.30 2.84 YES L0007153 0 0.40790E-05 419895.8 3737900.9 45.2 3.70 9.30 2.84 YES L0007154 0 0.40790E-05 419915.8 3737900.6 45.8 3.70 9.30 2.84 YES L0007155 0 0.40790E-05 419935.8 3737900.3 46.4 3.70 9.30 2.84 YES Page 33 MainPlace r.ADO L0007156 0 0.40790E-05 419955.8 3737900.0 47.0 3.70 9.30 2.84 YES L0007157 0 0.40790E-05 419975.8 3737899.8 47.6 3.70 9.30 2.84 YES L0007158 0 0.40790E-05 419995.8 3737899.5 48.2 3.70 9.30 2.84 YES L0007159 0 0.40790E-05 420015.8 3737899.2 48.8 3.70 9.30 2.84 YES L0007160 0 0.40790E-05 420035.8 3737898.9 49.4 3.70 9.30 2.84 YES T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 9 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs SRCGPI L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , Page 34 MainPlace_r.ADO L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 10 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0006999 , L0007007 , L0007015 , L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , 12/30/18 *** SOURCE IDs DEFINING SOURCE GROUPS *** Page 35 MainPlace r.ADO SRCGROUP ID SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , Page 36 MainPlace r.ADO ALL L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 11 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SRCGROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS SOURCE IDs L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , Page 37 MainPlace r.ADO L0007019 , L0007020 , L0007021 , L0007022 L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 L0007040 , L0007041 , L0007042 , L0007043 , L0007044 , L0007045 , L0000480 L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 L0000522 , L0000523 , L0000524 , L0000525 , L0007046 , L0007047 , L0007048 L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 L0007082 , L0007083 , L0007084 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 12 Page 38 L0007023 , L0007031 , L0007039 , L0000481 , L0000489 , L0000497 , L0000505 , L0000513 , L0000521 , L0007049 , L0007057 , L0007065 , L0007073 , L0007081 , 12/30/18 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** SOURCE IDs DEFINING SOURCE GROUPS *** SRCGROUP ID SOURCE IDs --------------------- L0007085 , L0007086 , L0007087 , L0007088 L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 13 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* L0007089 , L0007097 , L0007105 , L0007113 , L0007121 , L0007129 , L0007137 , L0007145 , , L0007153 12/30/18 *** SOURCE IDs DEFINED AS URBAN SOURCES Page 39 MainPlace r.ADO URBAN ID URBAN POP ----------------- SOURCE IDs 3010232. L0006931 , L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 , L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 , L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 , L0006957 , L0006958 , L0006959 , L0006960 , L0006961 , L0006962 , L0006963 , L0006964 , L0006965 , L0006966 , L0006967 , L0006968 , L0006969 , L0006970 , L0006971 , L0006972 , L0006973 , L0006974 , L0006975 , L0006976 , L0006977 , L0006978 , L0006979 , L0006980 , L0006981 , L0006982 , L0006983 , L0006984 , L0006985 , L0006986 , L0006987 , L0006988 , L0006989 , L0006990 , L0006991 , L0006992 , L0006993 , L0006994 , L0006995 , L0006996 , L0006997 , L0006998 , L0006999 , L0007000 , L0007001 , L0007002 , L0007003 , L0007004 , L0007005 , L0007006 , L0007007 , L0007008 , L0007009 , L0007010 , L0007011 , L0007012 , L0007013 , L0007014 , L0007015 , L0007016 , L0007017 , L0007018 , L0007019 , L0007020 , L0007021 , L0007022 , L0007023 , L0007024 , L0007025 , L0007026 , L0007027 , L0007028 , L0007029 , L0007030 , L0007031 , L0007032 , L0007033 , L0007034 , L0007035 , L0007036 , L0007037 , L0007038 , L0007039 , L0007040 , L0007041 , L0007042 , Page 40 MainPlace r.ADO L0007043 , L0007044 , L0007045 , L0000480 , L0000481 , L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 , L0000489 , L0000490 , L0000491 , L0000492 , L0000493 , L0000494 , L0000495 , L0000496 , L0000497 , L0000498 , L0000499 , L0000500 , L0000501 , L0000502 , L0000503 , L0000504 , L0000505 , L0000506 , L0000507 , L0000508 , L0000509 , L0000510 , L0000511 , L0000512 , L0000513 , L0000514 , L0000515 , L0000516 , L0000517 , L0000518 , L0000519 , L0000520 , L0000521 , L0000522 , L0000523 , L0000524 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 14 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** URBAN ID URBAN POP -------- --------- *** SOURCE IDs DEFINED AS URBAN SOURCES SOURCE IDs L0000525 , L0007046 , L0007047 , L0007048 , L0007049 , L0007050 , L0007051 , L0007052 , L0007053 , L0007054 , L0007055 , L0007056 , L0007057 , L0007058 , L0007059 , L0007060 , L0007061 , L0007062 , L0007063 , L0007064 , L0007065 , L0007066 , L0007067 , L0007068 , L0007069 , L0007070 , L0007071 , L0007072 , L0007073 , L0007074 , L0007075 , L0007076 , L0007077 , L0007078 , L0007079 , L0007080 , L0007081 , L0007082 , L0007083 , L0007084 , Page 41 MainPlace r.ADO L0007085 , L0007086 , L0007087 , L0007088 , L0007089 , L0007090 , L0007091 , L0007092 , L0007093 , L0007094 , L0007095 , L0007096 , L0007097 , L0007098 , L0007099 , L0007100 , L0007101 , L0007102 , L0007103 , L0007104 , L0007105 , L0007106 , L0007107 , L0007108 , L0007109 , L0007110 , L0007111 , L0007112 , L0007113 , L0007114 , L0007115 , L0007116 , L0007117 , L0007118 , L0007119 , L0007120 , L0007121 , L0007122 , L0007123 , L0007124 , L0007125 , L0007126 , L0007127 , L0007128 , L0007129 , L0007130 , L0007131 , L0007132 , L0007133 , L0007134 , L0007135 , L0007136 , L0007137 , L0007138 , L0007139 , L0007140 , L0007141 , L0007142 , L0007143 , L0007144 , L0007145 , L0007146 , L0007147 , L0007148 , L0007149 , L0007150 , L0007151 , L0007152 , L0007153 , L0007154 , L0007155 , L0007156 , L0007157 , L0007158 , L0007159 , L0007160 , T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 15 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419394.8, 3737330.5, 44.5, 44.5, 16.8); ( 419414.8, 3737330.5, 44.7, 44.7, 16.8); ( 419434.8, 3737330.5, 44.9, 44.9, 16.8); ( 419454.8, 3737330.5, 45.1, 45.1, 16.8); ( 419474.8, 3737330.5, 45.3, 45.3, 16.8); ( 419494.8, 3737330.5, 45.3, 45.3, 16.8); ( 419514.8, 3737330.5, 45.3, 45.3, 16.8); ( 419534.8, Page 42 MainPlace r.ADO 3737330.5, 45.2, 45.2, 16.8); ( 419554.8, 3737330.5, 45.2, 45.2, 16.8); ( 419574.8, 3737330.5, 45.4, 45.4, 16.8); ( 419594.8, 3737330.5, 45.6, 45.6, 16.8); ( 419614.8, 3737330.5, 45.9, 45.9, 16.8); ( 419634.8, 3737330.5, 46.2, 46.2, 16.8); ( 419654.8, 3737330.5, 46.4, 46.4, 16.8); ( 419374.8, 3737350.5, 44.4, 44.4, 16.8); ( 419394.8, 3737350.5, 44.8, 44.8, 16.8); ( 419414.8, 3737350.5, 45.0, 45.0, 16.8); ( 419434.8, 3737350.5, 45.3, 45.3, 16.8); ( 419454.8, 3737350.5, 45.5, 45.5, 16.8); ( 419474.8, 3737350.5, 45.8, 45.8, 16.8); ( 419494.8, 3737350.5, 45.7, 45.7, 16.8); ( 419514.8, 3737350.5, 45.7, 45.7, 16.8); ( 419534.8, 3737350.5, 45.9, 45.9, 16.8); ( 419554.8, 3737350.5, 46.0, 46.0, 16.8); ( 419574.8, 3737350.5, 46.2, 46.2, 16.8); ( 419594.8, 3737350.5, 46.5, 46.5, 16.8); ( 419614.8, 3737350.5, 46.7, 46.7, 16.8); ( 419634.8, 3737350.5, 46.9, 46.9, 16.8); ( 419654.8, 3737350.5, 47.0, 47.0, 16.8); ( 419374.8, 3737370.5, 44.7, 44.7, 16.8); ( 419394.8, 3737370.5, 45.0, 45.0, 16.8); ( 419414.8, 3737370.5, 45.3, 45.3, 16.8); ( 419434.8, 3737370.5, 45.6, 45.6, 16.8); ( 419454.8, 3737370.5, 45.9, 45.9, 16.8); ( 419474.8, 3737370.5, 46.1, 46.1, 16.8); ( 419494.8, 3737370.5, 45.9, 45.9, 16.8); ( 419514.8, 3737370.5, 45.7, 45.7, 16.8); ( 419534.8, 3737370.5, 45.8, 45.8, 16.8); ( 419554.8, 3737370.5, 46.0, 46.0, 16.8); ( 419574.8, 3737370.5, 46.2, 46.2, 16.8); ( 419594.8, 3737370.5, 46.4, 46.4, 16.8); ( 419614.8, 3737370.5, 46.7, 46.7, 16.8); ( 419634.8, 3737370.5, 47.0, 47.0, 16.8); ( 419654.8, 3737370.5, 47.0, 47.0, 16.8); ( 419354.8, 3737390.5, 44.7, 44.7, 16.8); ( 419374.8, 3737390.5, 45.0, 45.0, 16.8); ( 419394.8, 3737390.5, 45.3, 45.3, 16.8); ( 419414.8, 3737390.5, 45.6, 45.6, 16.8); ( 419434.8, 3737390.5, 45.9, 45.9, 16.8); ( 419454.8, 3737390.5, 46.2, 46.2, 16.8); ( 419474.8, 3737390.5, 46.4, 46.4, 16.8); ( 419494.8, 3737390.5, 46.4, 46.4, 16.8); ( 419514.8, 3737390.5, 46.2, 46.2, 16.8); ( 419534.8, 3737390.5, 46.2, 46.2, 16.8); ( 419554.8, 3737390.5, 46.4, 46.4, 16.8); ( 419574.8, Page 43 3737390.5, 46.6, 46.6, ( 419594.8, 3737390.5, 3737390.5, 47.0, 47.0, ( 419634.8, 3737390.5, 3737390.5, 47.0, 47.0, ( 419354.8, 3737410.5, 3737410.5, 45.3, 45.3, ( 419394.8, 3737410.5, 3737410.5, 45.9, 45.9, ( 419434.8, 3737410.5, 3737410.5, 46.5, 46.5, ( 419474.8, 3737410.5, 3737410.5, 46.9, 46.9, ( 419514.8, 3737410.5, 3737410.5, 47.0, 47.0, ( 419554.8, 3737410.5, 3737410.5, 47.2, 47.2, ( 419594.8, 3737410.5, 3737410.5, 47.2, 47.2, ( 419634.8, 3737410.5, 3737410.5, 46.9, 46.9, ( 419334.8, 3737430.5, 3737430.5, 45.6, 45.6, ( 419374.8, 3737430.5, 3737430.5, 46.0, 46.0, ( 419414.8, 3737430.5, 3737430.5, 46.6, 46.6, ( 419454.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419494.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419534.8, 3737430.5, 3737430.5, 47.3, 47.3, ( 419574.8, 3737430.5, 3737430.5, 47.1, 47.1, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO * 16.8); 46.8, 46.8, 16.8); ( 419614.8, 16.8); 47.0, 47.0, 16.8); ( 419654.8, 16.8); 45.2, 45.2, 16.8); ( 419374.8, 16.8); 45.6, 45.6, 16.8); ( 419414.8, 16.8); 46.2, 46.2, 16.8); ( 419454.8, 16.8); 46.8, 46.8, 16.8); ( 419494.8, 16.8); 47.0, 47.0, 16.8); ( 419534.8, 16.8); 47.1, 47.1, 16.8); ( 419574.8, 16.8); 47.3, 47.3, 16.8); ( 419614.8, 16.8); 47.1, 47.1, 16.8); ( 419654.8, 16.8); 45.2, 45.2, 16.8); ( 419354.8, 16.8); 45.7, 45.7, 16.8); ( 419394.8, 16.8); 46.3, 46.3, 16.8); ( 419434.8, 16.8); 47.1, 47.1, 16.8); ( 419474.8, 16.8); 47.3, 47.3, 16.8); ( 419514.8, 16.8); 47.4, 47.4, 16.8); ( 419554.8, 16.8); 47.3, 47.3, 16.8); ( 419594.8, 16.8); *** C:\Lakes\AERMOD *** 12/30/18 *** 07:16:51 PAGE 16 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419614.8, 3737430.5, 46.8, 46.8, 16.8); ( 419634.8, Page 44 MainPlace r.ADO 3737430.5, 46.5, 46.5, 16.8); ( 419654.8, 3737430.5, 46.7, 46.7, 16.8); ( 419334.8, 3737450.5, 45.6, 45.6, 16.8); ( 419354.8, 3737450.5, 45.9, 45.9, 16.8); ( 419374.8, 3737450.5, 46.1, 46.1, 16.8); ( 419394.8, 3737450.5, 46.4, 46.4, 16.8); ( 419414.8, 3737450.5, 46.7, 46.7, 16.8); ( 419434.8, 3737450.5, 47.0, 47.0, 16.8); ( 419454.8, 3737450.5, 47.4, 47.4, 16.8); ( 419474.8, 3737450.5, 47.5, 47.5, 16.8); ( 419494.8, 3737450.5, 47.5, 47.5, 16.8); ( 419514.8, 3737450.5, 47.5, 47.5, 16.8); ( 419534.8, 3737450.5, 47.5, 47.5, 16.8); ( 419554.8, 3737450.5, 47.5, 47.5, 16.8); ( 419574.8, 3737450.5, 47.3, 47.3, 16.8); ( 419594.8, 3737450.5, 47.0, 47.0, 16.8); ( 419614.8, 3737450.5, 46.6, 46.6, 16.8); ( 419634.8, 3737450.5, 46.3, 46.3, 16.8); ( 419654.8, 3737450.5, 46.6, 46.6, 16.8); ( 419314.8, 3737470.5, 45.2, 45.2, 16.8); ( 419334.8, 3737470.5, 45.9, 45.9, 16.8); ( 419354.8, 3737470.5, 46.2, 46.2, 16.8); ( 419374.8, 3737470.5, 46.5, 46.5, 16.8); ( 419394.8, 3737470.5, 46.7, 46.7, 16.8); ( 419414.8, 3737470.5, 47.1, 47.1, 16.8); ( 419434.8, 3737470.5, 47.4, 47.4, 16.8); ( 419454.8, 3737470.5, 47.5, 47.5, 16.8); ( 419474.8, 3737470.5, 47.6, 47.6, 16.8); ( 419494.8, 3737470.5, 47.5, 47.5, 16.8); ( 419514.8, 3737470.5, 47.5, 47.5, 16.8); ( 419534.8, 3737470.5, 47.5, 47.5, 16.8); ( 419554.8, 3737470.5, 47.5, 47.5, 16.8); ( 419574.8, 3737470.5, 47.3, 47.3, 16.8); ( 419594.8, 3737470.5, 47.0, 47.0, 16.8); ( 419614.8, 3737470.5, 46.6, 46.6, 16.8); ( 419634.8, 3737470.5, 46.5, 46.5, 16.8); ( 419654.8, 3737470.5, 46.7, 46.7, 16.8); ( 419314.8, 3737490.5, 45.7, 45.7, 16.8); ( 419334.8, 3737490.5, 46.3, 46.3, 16.8); ( 419354.8, 3737490.5, 46.8, 46.8, 16.8); ( 419374.8, 3737490.5, 46.9, 46.9, 16.8); ( 419394.8, 3737490.5, 47.1, 47.1, 16.8); ( 419414.8, 3737490.5, 47.3, 47.3, 16.8); ( 419434.8, 3737490.5, 47.5, 47.5, 16.8); ( 419454.8, 3737490.5, 47.5, 47.5, 16.8); ( 419474.8, 3737490.5, 47.5, 47.5, 16.8); ( 419494.8, 3737490.5, 47.5, 47.5, 16.8); ( 419514.8, 3737490.5, 47.5, 47.5, 16.8); ( 419534.8, Page 45 3737490.5, 47.5, 47.5, ( 419554.8, 3737490.5, 3737490.5, 47.3, 47.3, ( 419594.8, 3737490.5, 3737490.5, 46.9, 46.9, ( 419634.8, 3737490.5, 3737490.5, 46.8, 46.8, ( 419294.8, 3737510.5, 3737510.5, 46.2, 46.2, ( 419334.8, 3737510.5, 3737510.5, 47.3, 47.3, ( 419374.8, 3737510.5, 3737510.5, 47.4, 47.4, ( 419414.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419454.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419494.8, 3737510.5, 3737510.5, 47.5, 47.5, ( 419534.8, 3737510.5, 3737510.5, 47.3, 47.3, ( 419574.8, 3737510.5, 3737510.5, 47.1, 47.1, ( 419614.8, 3737510.5, 3737510.5, 47.1, 47.1, ( 419654.8, 3737510.5, 3737530.5, 45.9, 45.9, ( 419314.8, 3737530.5, 3737530.5, 47.0, 47.0, ( 419354.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419394.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419434.8, 3737530.5, 3737530.5, 47.5, 47.5, ( 419474.8, 3737530.5, 3737530.5, 47.4, 47.4, ( 419514.8, 3737530.5, 3737530.5, 47.0, 47.0, ( 419554.8, 3737530.5, 3737530.5, 47.1, 47.1, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 16.8); 47.5, 47.5, 16.8); ( 419574.8, 16.8); 47.1, 47.1, 16.8); ( 419614.8, 16.8); 46.6, 46.6, 16.8); ( 419654.8, 16.8); 45.6, 45.6, 16.8); ( 419314.8, 16.8); 46.6, 46.6, 16.8); ( 419354.8, 16.8); 47.3, 47.3, 16.8); ( 419394.8, 16.8); 47.5, 47.5, 16.8); ( 419434.8, 16.8); 47.5, 47.5, 16.8); ( 419474.8, 16.8); 47.5, 47.5, 16.8); ( 419514.8, 16.8); 47.3, 47.3, 16.8); ( 419554.8, 16.8); 47.2, 47.2, 16.8); ( 419594.8, 16.8); 47.1, 47.1, 16.8); ( 419634.8, 16.8); 47.2, 47.2, 16.8); ( 419294.8, 16.8); 46.5, 46.5, 16.8); ( 419334.8, 16.8); 47.4, 47.4, 16.8); ( 419374.8, 16.8); 47.5, 47.5, 16.8); ( 419414.8, 16.8); 47.5, 47.5, 16.8); ( 419454.8, 16.8); 47.5, 47.5, 16.8); ( 419494.8, 16.8); 47.3, 47.3, 16.8); 16.8); 47.1, 47.1, 16.8); 16.8); * *** C:\Lakes\AERMOD *** *** 07:16:51 PAGE 17 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 46 ( 419534.8, ( 419574.8, 12/30/18 MainPlace r.ADO *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419594.8, 3737530.5, 47.2, 47.2, 16.8); ( 419614.8, 3737530.5, 47.4, 47.4, 16.8); ( 419634.8, 3737530.5, 48.0, 48.0, 16.8); ( 419654.8, 3737530.5, 48.0, 48.0, 16.8); ( 419274.8, 3737550.5, 45.4, 45.4, 16.8); ( 419294.8, 3737550.5, 46.0, 46.0, 16.8); ( 419314.8, 3737550.5, 46.6, 46.6, 16.8); ( 419334.8, 3737550.5, 47.1, 47.1, 16.8); ( 419354.8, 3737550.5, 47.5, 47.5, 16.8); ( 419374.8, 3737550.5, 47.6, 47.6, 16.8); ( 419394.8, 3737550.5, 47.6, 47.6, 16.8); ( 419414.8, 3737550.5, 47.6, 47.6, 16.8); ( 419434.8, 3737550.5, 47.5, 47.5, 16.8); ( 419454.8, 3737550.5, 47.5, 47.5, 16.8); ( 419474.8, 3737550.5, 47.5, 47.5, 16.8); ( 419494.8, 3737550.5, 47.4, 47.4, 16.8); ( 419514.8, 3737550.5, 47.3, 47.3, 16.8); ( 419534.8, 3737550.5, 47.2, 47.2, 16.8); ( 419554.8, 3737550.5, 47.2, 47.2, 16.8); ( 419574.8, 3737550.5, 47.2, 47.2, 16.8); ( 419594.8, 3737550.5, 47.3, 47.3, 16.8); ( 419614.8, 3737550.5, 47.6, 47.6, 16.8); ( 419634.8, 3737550.5, 48.0, 48.0, 16.8); ( 419654.8, 3737550.5, 47.8, 47.8, 16.8); ( 419274.8, 3737570.5, 45.5, 45.5, 16.8); ( 419294.8, 3737570.5, 46.1, 46.1, 16.8); ( 419314.8, 3737570.5, 46.6, 46.6, 16.8); ( 419334.8, 3737570.5, 47.1, 47.1, 16.8); ( 419354.8, 3737570.5, 47.6, 47.6, 16.8); ( 419374.8, 3737570.5, 47.6, 47.6, 16.8); ( 419394.8, 3737570.5, 47.6, 47.6, 16.8); ( 419414.8, 3737570.5, 47.6, 47.6, 16.8); ( 419434.8, 3737570.5, 47.5, 47.5, 16.8); ( 419454.8, 3737570.5, 47.5, 47.5, 16.8); ( 419474.8, 3737570.5, 47.5, 47.5, 16.8); ( 419494.8, 3737570.5, 47.4, 47.4, 16.8); ( 419514.8, 3737570.5, 47.4, 47.4, 16.8); ( 419534.8, 3737570.5, 47.2, 47.2, 16.8); ( 419554.8, 3737570.5, 47.2, 47.2, 16.8); ( 419574.8, 3737570.5, 47.2, 47.2, 16.8); ( 419594.8, 3737570.5, 47.4, 47.4, 16.8); ( 419614.8, 3737570.5, 47.7, 47.7, 16.8); ( 419634.8, 3737570.5, 48.0, 48.0, 16.8); ( 419654.8, Page 47 MainPlace r.ADO 3737570.5, 47.8, 47.8, 16.8); ( 419254.8, 3737590.5, 44.8, 44.8, 16.8); ( 419274.8, 3737590.5, 45.5, 45.5, 16.8); ( 419294.8, 3737590.5, 46.1, 46.1, 16.8); ( 419314.8, 3737590.5, 46.6, 46.6, 16.8); ( 419334.8, 3737590.5, 47.1, 47.1, 16.8); ( 419354.8, 3737590.5, 47.5, 47.5, 16.8); ( 419374.8, 3737590.5, 47.5, 47.5, 16.8); ( 419394.8, 3737590.5, 47.6, 47.6, 16.8); ( 419414.8, 3737590.5, 47.6, 47.6, 16.8); ( 419434.8, 3737590.5, 47.5, 47.5, 16.8); ( 419454.8, 3737590.5, 47.5, 47.5, 16.8); ( 419474.8, 3737590.5, 47.5, 47.5, 16.8); ( 419494.8, 3737590.5, 47.4, 47.4, 16.8); ( 419514.8, 3737590.5, 47.3, 47.3, 16.8); ( 419534.8, 3737590.5, 47.0, 47.0, 16.8); ( 419554.8, 3737590.5, 47.1, 47.1, 16.8); ( 419574.8, 3737590.5, 47.2, 47.2, 16.8); ( 419594.8, 3737590.5, 47.5, 47.5, 16.8); ( 419614.8, 3737590.5, 47.9, 47.9, 16.8); ( 419634.8, 3737590.5, 48.3, 48.3, 16.8); ( 419654.8, 3737590.5, 48.0, 48.0, 16.8); ( 419254.8, 3737610.5, 44.8, 44.8, 16.8); ( 419274.8, 3737610.5, 45.4, 45.4, 16.8); ( 419294.8, 3737610.5, 45.9, 45.9, 16.8); ( 419314.8, 3737610.5, 46.4, 46.4, 16.8); ( 419334.8, 3737610.5, 46.8, 46.8, 16.8); ( 419354.8, 3737610.5, 47.3, 47.3, 16.8); ( 419374.8, 3737610.5, 47.5, 47.5, 16.8); ( 419394.8, 3737610.5, 47.5, 47.5, 16.8); ( 419414.8, 3737610.5, 47.6, 47.6, 16.8); ( 419434.8, 3737610.5, 47.5, 47.5, 16.8); ( 419454.8, 3737610.5, 47.5, 47.5, 16.8); ( 419474.8, 3737610.5, 47.5, 47.5, 16.8); ( 419494.8, 3737610.5, 47.5, 47.5, 16.8); ( 419514.8, 3737610.5, 47.4, 47.4, 16.8); ( 419534.8, 3737610.5, 47.2, 47.2, 16.8); ( 419554.8, 3737610.5, 47.1, 47.1, 16.8); ( 419574.8, 3737610.5, 47.2, 47.2, 16.8); ( 419594.8, 3737610.5, 47.4, 47.4, 16.8); ( 419614.8, 3737610.5, 47.6, 47.6, 16.8); ( 419634.8, 3737610.5, 48.2, 48.2, 16.8); ( 419654.8, 3737610.5, 47.8, 47.8, 16.8); ( 419254.8, 3737630.5, 44.8, 44.8, 16.8); ( 419274.8, 3737630.5, 45.2, 45.2, 16.8); ( 419294.8, 3737630.5, 45.6, 45.6, 16.8); ( 419314.8, 3737630.5, 46.0, 46.0, 16.8); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 48 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 18 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419334.8, 3737630.5, 46.5, 46.5, 16.8); ( 419354.8, 3737630.5, 47.0, 47.0, 16.8); ( 419374.8, 3737630.5, 47.3, 47.3, 16.8); ( 419394.8, 3737630.5, 47.5, 47.5, 16.8); ( 419414.8, 3737630.5, 47.6, 47.6, 16.8); ( 419434.8, 3737630.5, 47.5, 47.5, 16.8); ( 419454.8, 3737630.5, 47.5, 47.5, 16.8); ( 419474.8, 3737630.5, 47.5, 47.5, 16.8); ( 419494.8, 3737630.5, 47.5, 47.5, 16.8); ( 419514.8, 3737630.5, 47.4, 47.4, 16.8); ( 419534.8, 3737630.5, 47.4, 47.4, 16.8); ( 419554.8, 3737630.5, 47.2, 47.2, 16.8); ( 419574.8, 3737630.5, 47.2, 47.2, 16.8); ( 419594.8, 3737630.5, 47.3, 47.3, 16.8); ( 419614.8, 3737630.5, 47.2, 47.2, 16.8); ( 419634.8, 3737630.5, 47.8, 47.8, 16.8); ( 419654.8, 3737630.5, 47.4, 47.4, 16.8); ( 419234.8, 3737650.5, 44.4, 44.4, 16.8); ( 419254.8, 3737650.5, 44.8, 44.8, 16.8); ( 419274.8, 3737650.5, 45.0, 45.0, 16.8); ( 419294.8, 3737650.5, 45.2, 45.2, 16.8); ( 419314.8, 3737650.5, 45.6, 45.6, 16.8); ( 419334.8, 3737650.5, 46.1, 46.1, 16.8); ( 419354.8, 3737650.5, 46.5, 46.5, 16.8); ( 419374.8, 3737650.5, 46.9, 46.9, 16.8); ( 419394.8, 3737650.5, 47.3, 47.3, 16.8); ( 419414.8, 3737650.5, 47.5, 47.5, 16.8); ( 419434.8, 3737650.5, 47.5, 47.5, 16.8); ( 419454.8, 3737650.5, 47.5, 47.5, 16.8); ( 419474.8, 3737650.5, 47.5, 47.5, 16.8); ( 419494.8, 3737650.5, 47.5, 47.5, 16.8); ( 419514.8, 3737650.5, 47.5, 47.5, 16.8); ( 419534.8, 3737650.5, 47.5, 47.5, 16.8); ( 419554.8, 3737650.5, 47.4, 47.4, 16.8); ( 419574.8, 3737650.5, 47.3, 47.3, 16.8); ( 419594.8, 3737650.5, 47.1, 47.1, 16.8); ( 419614.8, 3737650.5, 46.8, 46.8, 16.8); ( 419634.8, Page 49 MainPlace r.ADO 3737650.5, 46.9, 46.9, 16.8); ( 419654.8, 3737650.5, 47.0, 47.0, 16.8); ( 419234.8, 3737670.5, 44.5, 44.5, 16.8); ( 419254.8, 3737670.5, 44.8, 44.8, 16.8); ( 419274.8, 3737670.5, 44.9, 44.9, 16.8); ( 419294.8, 3737670.5, 45.2, 45.2, 16.8); ( 419314.8, 3737670.5, 45.5, 45.5, 16.8); ( 419334.8, 3737670.5, 45.9, 45.9, 16.8); ( 419354.8, 3737670.5, 46.4, 46.4, 16.8); ( 419374.8, 3737670.5, 46.8, 46.8, 16.8); ( 419394.8, 3737670.5, 47.2, 47.2, 16.8); ( 419414.8, 3737670.5, 47.5, 47.5, 16.8); ( 419434.8, 3737670.5, 47.5, 47.5, 16.8); ( 419454.8, 3737670.5, 47.5, 47.5, 16.8); ( 419474.8, 3737670.5, 47.5, 47.5, 16.8); ( 419494.8, 3737670.5, 47.5, 47.5, 16.8); ( 419514.8, 3737670.5, 47.5, 47.5, 16.8); ( 419534.8, 3737670.5, 47.5, 47.5, 16.8); ( 419554.8, 3737670.5, 47.5, 47.5, 16.8); ( 419574.8, 3737670.5, 47.3, 47.3, 16.8); ( 419594.8, 3737670.5, 47.1, 47.1, 16.8); ( 419614.8, 3737670.5, 46.7, 46.7, 16.8); ( 419634.8, 3737670.5, 46.6, 46.6, 16.8); ( 419654.8, 3737670.5, 46.8, 46.8, 16.8); ( 419234.8, 3737690.5, 44.7, 44.7, 16.8); ( 419254.8, 3737690.5, 44.9, 44.9, 16.8); ( 419274.8, 3737690.5, 45.0, 45.0, 16.8); ( 419294.8, 3737690.5, 45.2, 45.2, 16.8); ( 419314.8, 3737690.5, 45.6, 45.6, 16.8); ( 419334.8, 3737690.5, 45.9, 45.9, 16.8); ( 419354.8, 3737690.5, 46.4, 46.4, 16.8); ( 419374.8, 3737690.5, 46.8, 46.8, 16.8); ( 419394.8, 3737690.5, 47.2, 47.2, 16.8); ( 419414.8, 3737690.5, 47.5, 47.5, 16.8); ( 419434.8, 3737690.5, 47.5, 47.5, 16.8); ( 419454.8, 3737690.5, 47.5, 47.5, 16.8); ( 419474.8, 3737690.5, 47.5, 47.5, 16.8); ( 419494.8, 3737690.5, 47.5, 47.5, 16.8); ( 419514.8, 3737690.5, 47.5, 47.5, 16.8); ( 419534.8, 3737690.5, 47.5, 47.5, 16.8); ( 419554.8, 3737690.5, 47.5, 47.5, 16.8); ( 419574.8, 3737690.5, 47.3, 47.3, 16.8); ( 419594.8, 3737690.5, 47.1, 47.1, 16.8); ( 419614.8, 3737690.5, 46.7, 46.7, 16.8); ( 419634.8, 3737690.5, 46.6, 46.6, 16.8); ( 419654.8, 3737690.5, 46.8, 46.8, 16.8); ( 419234.8, 3737710.5, 44.7, 44.7, 16.8); ( 419254.8, 3737710.5, 44.8, 44.8, 16.8); ( 419274.8, Page 50 3737710.5, 45.0, 45.0, ( 419294.8, 3737710.5, 3737710.5, 45.5, 45.5, ( 419334.8, 3737710.5, 3737710.5, 46.4, 46.4, T *** AERMOD - VERSION 18081 ** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 16.8); 45.2, 45.2, 16.8); 16.8); 45.9, 45.9, 16.8); 16.8); * *** C:\Lakes\AERMOD *** *** 07:16:51 PAGE 19 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* ( 419314.8, ( 419354.8, 12/30/18 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419374.8, 3737710.5, 46.8, 46.8, 16.8); ( 419394.8, 3737710.5, 47.3, 47.3, 16.8); ( 419414.8, 3737710.5, 47.6, 47.6, 16.8); ( 419434.8, 3737710.5, 47.5, 47.5, 16.8); ( 419454.8, 3737710.5, 47.5, 47.5, 16.8); ( 419474.8, 3737710.5, 47.4, 47.4, 16.8); ( 419494.8, 3737710.5, 47.4, 47.4, 16.8); ( 419514.8, 3737710.5, 47.5, 47.5, 16.8); ( 419534.8, 3737710.5, 47.7, 47.7, 16.8); ( 419554.8, 3737710.5, 47.5, 47.5, 16.8); ( 419574.8, 3737710.5, 47.4, 47.4, 16.8); ( 419594.8, 3737710.5, 47.2, 47.2, 16.8); ( 419614.8, 3737710.5, 46.9, 46.9, 16.8); ( 419634.8, 3737710.5, 46.9, 46.9, 16.8); ( 419654.8, 3737710.5, 46.7, 46.7, 16.8); ( 419234.8, 3737730.5, 44.4, 44.4, 16.8); ( 419254.8, 3737730.5, 44.7, 44.7, 16.8); ( 419274.8, 3737730.5, 45.0, 45.0, 16.8); ( 419294.8, 3737730.5, 45.2, 45.2, 16.8); ( 419314.8, 3737730.5, 45.5, 45.5, 16.8); ( 419334.8, 3737730.5, 45.9, 45.9, 16.8); ( 419354.8, 3737730.5, 46.3, 46.3, 16.8); ( 419374.8, 3737730.5, 46.8, 46.8, 16.8); ( 419394.8, 3737730.5, 47.2, 47.2, 16.8); ( 419414.8, 3737730.5, 47.5, 47.5, 16.8); ( 419434.8, 3737730.5, 47.5, 47.5, 16.8); ( 419454.8, 3737730.5, 47.5, 47.5, 16.8); ( 419474.8, 3737730.5, 47.4, 47.4, 16.8); ( 419494.8, 3737730.5, 47.3, 47.3, 16.8); ( 419514.8, 3737730.5, 47.3, 47.3, 16.8); ( 419534.8, 3737730.5, 47.4, 47.4, 16.8); ( 419554.8, Page 51 MainPlace r.ADO 3737730.5, 47.3, 47.3, 16.8); ( 419574.8, 3737730.5, 47.2, 47.2, 16.8); ( 419594.8, 3737730.5, 47.2, 47.2, 16.8); ( 419614.8, 3737730.5, 47.1, 47.1, 16.8); ( 419634.8, 3737730.5, 46.9, 46.9, 16.8); ( 419654.8, 3737730.5, 46.9, 46.9, 16.8); ( 419234.8, 3737750.5, 44.0, 44.0, 16.8); ( 419254.8, 3737750.5, 44.5, 44.5, 16.8); ( 419274.8, 3737750.5, 44.9, 44.9, 16.8); ( 419294.8, 3737750.5, 45.2, 45.2, 16.8); ( 419314.8, 3737750.5, 45.5, 45.5, 16.8); ( 419334.8, 3737750.5, 45.8, 45.8, 16.8); ( 419354.8, 3737750.5, 46.3, 46.3, 16.8); ( 419374.8, 3737750.5, 46.8, 46.8, 16.8); ( 419394.8, 3737750.5, 47.1, 47.1, 16.8); ( 419414.8, 3737750.5, 47.4, 47.4, 16.8); ( 419434.8, 3737750.5, 47.5, 47.5, 16.8); ( 419454.8, 3737750.5, 47.5, 47.5, 16.8); ( 419474.8, 3737750.5, 47.3, 47.3, 16.8); ( 419494.8, 3737750.5, 47.0, 47.0, 16.8); ( 419514.8, 3737750.5, 46.9, 46.9, 16.8); ( 419534.8, 3737750.5, 47.0, 47.0, 16.8); ( 419554.8, 3737750.5, 47.0, 47.0, 16.8); ( 419574.8, 3737750.5, 47.0, 47.0, 16.8); ( 419594.8, 3737750.5, 47.1, 47.1, 16.8); ( 419614.8, 3737750.5, 47.2, 47.2, 16.8); ( 419634.8, 3737750.5, 46.9, 46.9, 16.8); ( 419654.8, 3737750.5, 47.1, 47.1, 16.8); ( 419234.8, 3737770.5, 43.8, 54.6, 16.8); ( 419254.8, 3737770.5, 43.8, 54.6, 16.8); ( 419274.8, 3737770.5, 44.6, 44.6, 16.8); ( 419294.8, 3737770.5, 45.0, 45.0, 16.8); ( 419314.8, 3737770.5, 45.4, 45.4, 16.8); ( 419334.8, 3737770.5, 45.8, 45.8, 16.8); ( 419354.8, 3737770.5, 46.4, 46.4, 16.8); ( 419374.8, 3737770.5, 46.9, 46.9, 16.8); ( 419394.8, 3737770.5, 47.2, 47.2, 16.8); ( 419414.8, 3737770.5, 47.3, 47.3, 16.8); ( 419434.8, 3737770.5, 47.5, 47.5, 16.8); ( 419454.8, 3737770.5, 47.5, 47.5, 16.8); ( 419474.8, 3737770.5, 47.2, 47.2, 16.8); ( 419494.8, 3737770.5, 47.0, 47.0, 16.8); ( 419514.8, 3737770.5, 46.8, 46.8, 16.8); ( 419534.8, 3737770.5, 47.0, 47.0, 16.8); ( 419554.8, 3737770.5, 46.8, 46.8, 16.8); ( 419574.8, 3737770.5, 46.9, 46.9, 16.8); ( 419594.8, 3737770.5, 47.1, 47.1, 16.8); ( 419614.8, 3737770.5, 47.1, 47.1, 16.8); ( 419634.8, Page 52 MainPlace r.ADO 3737770.5, 46.8, 46.8, 16.8); ( 419654.8, 3737770.5, 46.9, 46.9, 16.8); ( 419254.8, 3737790.5, 43.6, 54.6, 16.8); ( 419274.8, 3737790.5, 44.4, 54.6, 16.8); ( 419294.8, 3737790.5, 44.9, 44.9, 16.8); ( 419314.8, 3737790.5, 45.3, 45.3, 16.8); ( 419334.8, 3737790.5, 45.8, 45.8, 16.8); ( 419354.8, 3737790.5, 46.3, 46.3, 16.8); ( 419374.8, 3737790.5, 46.8, 46.8, 16.8); ( 419394.8, 3737790.5, 47.1, 47.1, 16.8); ( 419414.8, 3737790.5, 47.3, 47.3, 16.8); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 20 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) (METERS) ( 419434.8, 3737790.5, 47.4, 47.4, 16.8); ( 419454.8, 3737790.5, 47.4, 47.4, 16.8); ( 419474.8, 3737790.5, 47.2, 47.2, 16.8); ( 419494.8, 3737790.5, 46.9, 46.9, 16.8); ( 419514.8, 3737790.5, 46.8, 46.8, 16.8); ( 419534.8, 3737790.5, 47.0, 47.0, 16.8); ( 419554.8, 3737790.5, 46.9, 46.9, 16.8); ( 419574.8, 3737790.5, 47.0, 47.0, 16.8); ( 419594.8, 3737790.5, 47.1, 47.1, 16.8); ( 419614.8, 3737790.5, 47.1, 47.1, 16.8); ( 419634.8, 3737790.5, 46.8, 46.8, 16.8); ( 419654.8, 3737790.5, 46.9, 46.9, 16.8); ( 419274.8, 3737810.5, 44.5, 54.6, 16.8); ( 419294.8, 3737810.5, 44.9, 54.6, 16.8); ( 419314.8, 3737810.5, 45.2, 45.2, 16.8); ( 419334.8, 3737810.5, 45.6, 45.6, 16.8); ( 419354.8, 3737810.5, 46.2, 46.2, 16.8); ( 419374.8, 3737810.5, 46.7, 46.7, 16.8); ( 419394.8, 3737810.5, 47.0, 47.0, 16.8); ( 419414.8, 3737810.5, 47.2, 47.2, 16.8); ( 419434.8, 3737810.5, 47.4, 47.4, 16.8); ( 419454.8, 3737810.5, 47.4, 47.4, 16.8); ( 419474.8, 3737810.5, 47.1, 47.1, 16.8); ( 419494.8, 3737810.5, 46.8, 46.8, 16.8); ( 419514.8, 3737810.5, 46.8, 46.8, 16.8); ( 419534.8, Page 53 MainPlace r.ADO 3737810.5, 47.0, 47.0, 16.8); ( 419554.8, 3737810.5, 47.1, 47.1, 16.8); ( 419574.8, 3737810.5, 47.2, 47.2, 16.8); ( 419594.8, 3737810.5, 47.3, 47.3, 16.8); ( 419614.8, 3737810.5, 47.3, 47.3, 16.8); ( 419634.8, 3737810.5, 46.9, 46.9, 16.8); ( 419654.8, 3737810.5, 47.1, 47.1, 16.8); ( 419294.8, 3737830.5, 44.6, 54.6, 16.8); ( 419314.8, 3737830.5, 44.9, 54.6, 16.8); ( 419334.8, 3737830.5, 45.4, 45.4, 16.8); ( 419354.8, 3737830.5, 45.9, 45.9, 16.8); ( 419374.8, 3737830.5, 46.3, 46.3, 16.8); ( 419394.8, 3737830.5, 46.5, 46.5, 16.8); ( 419414.8, 3737830.5, 46.7, 46.7, 16.8); ( 419434.8, 3737830.5, 47.3, 47.3, 16.8); ( 419454.8, 3737830.5, 47.4, 47.4, 16.8); ( 419474.8, 3737830.5, 47.0, 47.0, 16.8); ( 419494.8, 3737830.5, 46.7, 46.7, 16.8); ( 419514.8, 3737830.5, 46.8, 46.8, 16.8); ( 419534.8, 3737830.5, 47.0, 47.0, 16.8); ( 419554.8, 3737830.5, 47.2, 47.2, 16.8); ( 419574.8, 3737830.5, 47.4, 47.4, 16.8); ( 419594.8, 3737830.5, 47.4, 47.4, 16.8); ( 419614.8, 3737830.5, 47.1, 47.1, 16.8); ( 419634.8, 3737830.5, 46.8, 46.8, 16.8); ( 419654.8, 3737830.5, 47.0, 47.0, 16.8); ( 419314.8, 3737850.5, 44.8, 54.6, 16.8); ( 419334.8, 3737850.5, 45.2, 45.2, 16.8); ( 419354.8, 3737850.5, 45.6, 45.6, 16.8); ( 419374.8, 3737850.5, 45.9, 45.9, 16.8); ( 419394.8, 3737850.5, 46.0, 46.0, 16.8); ( 419414.8, 3737850.5, 46.2, 46.2, 16.8); ( 419434.8, 3737850.5, 46.8, 46.8, 16.8); ( 419454.8, 3737850.5, 47.0, 47.0, 16.8); ( 419474.8, 3737850.5, 46.8, 46.8, 16.8); ( 419494.8, 3737850.5, 46.7, 46.7, 16.8); ( 419514.8, 3737850.5, 46.9, 46.9, 16.8); ( 419534.8, 3737850.5, 47.1, 47.1, 16.8); ( 419554.8, 3737850.5, 47.2, 47.2, 16.8); ( 419574.8, 3737850.5, 47.3, 47.3, 16.8); ( 419594.8, 3737850.5, 47.3, 47.3, 16.8); ( 419614.8, 3737850.5, 47.1, 47.1, 16.8); ( 419634.8, 3737850.5, 46.9, 46.9, 16.8); ( 419654.8, 3737850.5, 47.0, 47.0, 16.8); ( 419514.8, 3737870.5, 47.4, 47.4, 16.8); ( 419534.8, 3737870.5, 47.4, 47.4, 16.8); ( 419554.8, 3737870.5, 47.2, 47.2, 16.8); ( 419574.8, 3737870.5, 47.1, 47.1, 16.8); ( 419594.8, Page 54 MainPlace r.ADO 3737870.5, 47.1, 47.1, 16.8); ( 419614.8, 3737870.5, 47.1, 47.1, 16.8); ( 419634.8, 3737870.5, 47.1, 47.1, 16.8); ( 419654.8, 3737870.5, 47.2, 47.2, 16.8); ( 419514.8, 3737890.5, 43.3, 47.4, 16.8); ( 419534.8, 3737890.5, 43.2, 47.4, 16.8); ( 419554.8, 3737890.5, 43.1, 47.4, 16.8); ( 419574.8, 3737890.5, 42.9, 47.4, 16.8); ( 419594.8, 3737890.5, 42.9, 47.1, 16.8); ( 419614.8, 3737890.5, 42.8, 47.1, 16.8); ( 419634.8, 3737890.5, 42.8, 47.2, 16.8); ( 419654.8, 3737890.5, 42.7, 47.2, 16.8); ( 419674.8, 3737890.5, 42.9, 47.2, 16.8); T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 21 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* * SOURCE -RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL SOURCE RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) L0000488 419674.8 3737890.5 -1.23 L0000489 419674.8 3737890.5 -10.81 L0007134 419514.8 3737890.5 -9.52 L0007135 419534.8 3737890.5 -9.31 L0007136 419554.8 3737890.5 -9.09 L0007137 419574.8 3737890.5 -8.88 L0007138 419594.8 3737890.5 -8.67 Page 55 MainPlace_r.ADO L0007139 419614.8 3737890.5 -8.45 L0007140 419634.8 3737890.5 -8.24 L0007141 419654.8 3737890.5 -8.03 L0007142 419674.8 3737890.5 -7.81 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 22 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 56 MainPlace_r.ADO View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 23 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJU* *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** Surface file: KSNA_V9 ADJU\KSNA_v9.SFC Met Version: 16216 Profile file: KSNA V9 ADJU\KSNA v9.PFL Surface format: FREE Profile format: FREE Surface station no.: 93184 Upper air station no.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2012 Year: 2012 First 24 hours of scalar data YR MO DY JOY HR HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO - - - REF WS - - - - WD - - HT REF TA HT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 - - - - 01 1 - - 01 - - - - - - - - - - -4.5 0.082 -9.000 -9.000 -999. 56. 11.0 0.12 2.65 1.00 0.87 62. 5.8 283.8 2.0 12 01 01 1 02 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 27. 5.8 283.1 2.0 12 01 01 1 03 -3.5 0.073 -9.000 -9.000 -999. 47. 9.9 0.12 2.65 1.00 0.77 336. 5.8 283.1 2.0 12 01 01 1 04 -3.3 0.070 -9.000 -9.000 -999. 45. 9.7 0.12 2.65 1.00 0.74 34. 5.8 283.1 2.0 12 01 01 1 05 -3.0 0.068 -9.000 -9.000 -999. 42. 9.4 0.12 2.65 1.00 0.70 154. 5.8 282.5 2.0 12 01 01 1 06 -999.0 -9.000 -9.000 -9.000 -999. -999. -99999.0 0.12 2.65 1.00 0.00 0. 5.8 282.0 2.0 12 01 01 1 07 -2.0 0.059 -9.000 -9.000 -999. 34. 9.0 0.12 2.65 1.00 0.55 343. 5.8 281.4 2.0 12 01 01 1 08 -2.6 0.066 -9.000 -9.000 -999. 40. 9.7 0.12 2.65 0.53 0.69 25. 5.8 281.4 2.0 12 01 01 1 09 21.6 0.133 0.252 0.010 27. 116. -9.9 0.12 2.65 0.31 1.03 344. 5.8 282.5 2.0 12 01 01 1 10 115.6 0.162 0.713 0.008 114. 156. -3.3 0.12 2.65 0.24 1.06 233. 5.8 286.4 2.0 Page 57 MainPlace_r.ADO 12 01 01 1 11 160.9 0.126 1.129 0.005 325 0.21 0.67 261. 5.8 291.4 2.0 12 01 01 1 12 187.0 0.138 1.467 0.005 614 0.20 0.75 252. 5.8 294.9 2.0 12 01 01 1 13 186.9 0.189 1.755 0.005 1051 0.20 1.23 280. 5.8 297.5 2.0 12 01 01 1 14 168.3 0.247 1.857 0.005 1383 0.21 1.86 268. 5.8 299.2 2.0 12 01 01 1 15 115.3 0.275 1.688 0.005 1517 0.24 2.25 248. 5.8 298.1 2.0 12 01 01 1 16 41.5 0.262 1.211 0.005 1552 0.33 2.32 227. 5.8 295.9 2.0 12 01 01 1 17 -17.9 0.217 -9.000 -9.000 -999 0.60 2.18 227. 5.8 292.5 2.0 12 01 01 1 18 -24.7 0.250 -9.000 -9.000 -999 1.00 2.50 219. 5.8 288.8 2.0 12 01 01 1 19 -5.2 0.088 -9.000 -9.000 -999 1.00 0.94 201. 5.8 287.5 2.0 12 01 01 1 20 -3.5 0.073 -9.000 -9.000 -999 1.00 0.77 259. 5.8 287.0 2.0 12 01 01 1 21 -2.6 0.064 -9.000 -9.000 -999 1.00 0.65 264. 5.8 286.4 2.0 12 01 01 1 22 -4.4 0.081 -9.000 -9.000 -999 1.00 0.86 211. 5.8 285.9 2.0 12 01 01 1 23 -4.2 0.079 -9.000 -9.000 -999 1.00 0.84 247. 5.8 284.9 2.0 12 01 01 1 24 -7.1 0.103 -9.000 -9.000 -999 1.00 1.09 236. 5.8 283.8 2.0 108. -1.1 0.12 2.65 123. -1.3 0.12 2.65 197. -3.3 0.12 2.65 295. -8.1 0.12 2.65 346. -16.3 0.12 2.65 322. -39.2 0.12 2.65 244. 52.0 0.12 2.65 300. 68.7 0.12 2.65 91. 12.0 0.12 2.65 47. 10.0 0.12 2.65 39. 9.1 0.12 2.65 55. 10.9 0.12 2.65 53. 10.7 0.12 2.65 80. 14.1 0.12 2.65 First hour of profile data YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 5.8 1 62. 0.87 283.8 99.0 -99.00 -99.00 F indicates top of profile (=1) or below (=0) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 24 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 Page 58 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.00981 419414.82 3737330.46 0.01001 419434.82 3737330.46 0.01005 419454.82 3737330.46 0.00995 419474.82 3737330.46 0.00975 419494.82 3737330.46 0.00965 419514.82 3737330.46 0.00957 419534.82 3737330.46 0.00945 419554.82 3737330.46 0.00928 419574.82 3737330.46 0.00904 419594.82 3737330.46 0.00874 419614.82 3737330.46 0.00843 419634.82 3737330.46 0.00810 419654.82 3737330.46 0.00784 419374.82 3737350.46 0.00970 419394.82 3737350.46 0.00988 419414.82 3737350.46 0.00991 419434.82 3737350.46 0.00983 419454.82 3737350.46 0.00968 419474.82 3737350.46 0.00946 419494.82 3737350.46 0.00939 419514.82 3737350.46 0.00930 419534.82 3737350.46 0.00904 419554.82 3737350.46 0.00882 419574.82 3737350.46 0.00857 419594.82 3737350.46 0.00831 419614.82 3737350.46 0.00804 419634.82 3737350.46 0.00778 419654.82 3737350.46 0.00760 419374.82 3737370.46 0.00981 419394.82 3737370.46 0.00988 419414.82 3737370.46 0.00979 Page 59 MainPlace_r.ADO 419434.82 3737370.46 0.00964 419454.82 3737370.46 0.00946 419474.82 3737370.46 0.00923 419494.82 3737370.46 0.00923 419514.82 3737370.46 0.00923 419534.82 3737370.46 0.00904 419554.82 3737370.46 0.00878 419574.82 3737370.46 0.00855 419594.82 3737370.46 0.00828 419614.82 3737370.46 0.00799 419634.82 3737370.46 0.00774 419654.82 3737370.46 0.00756 419354.82 3737390.46 0.00961 419374.82 3737390.46 0.00981 419394.82 3737390.46 0.00979 419414.82 3737390.46 0.00965 419434.82 3737390.46 0.00945 419454.82 3737390.46 0.00925 419474.82 3737390.46 0.00902 419494.82 3737390.46 0.00896 419514.82 3737390.46 0.00893 419534.82 3737390.46 0.00878 419554.82 3737390.46 0.00854 419574.82 3737390.46 0.00832 419594.82 3737390.46 0.00809 419614.82 3737390.46 0.00786 419634.82 3737390.46 0.00768 419654.82 3737390.46 0.00754 419354.82 3737410.46 0.00954 419374.82 3737410.46 0.00971 419394.82 3737410.46 0.00965 419414.82 3737410.46 0.00948 419434.82 3737410.46 0.00927 419454.82 3737410.46 0.00906 419474.82 3737410.46 0.00882 419494.82 3737410.46 0.00864 419514.82 3737410.46 0.00851 419534.82 3737410.46 0.00837 419554.82 3737410.46 0.00819 419574.82 3737410.46 0.00801 419594.82 3737410.46 0.00784 419614.82 3737410.46 0.00772 419634.82 3737410.46 0.00761 419654.82 3737410.46 0.00753 419334.82 3737430.46 0.00941 419354.82 3737430.46 0.00946 419374.82 3737430.46 0.00955 419394.82 3737430.46 0.00944 Page 60 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 25 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 3737430.46 - - - - - - 0.00927 419434.82 3737430.46 0.00905 419454.82 3737430.46 0.00870 419474.82 3737430.46 0.00852 419494.82 3737430.46 0.00840 419514.82 3737430.46 0.00829 419534.82 3737430.46 0.00817 419554.82 3737430.46 0.00806 419574.82 3737430.46 0.00795 419594.82 3737430.46 0.00788 419614.82 3737430.46 0.00784 419634.82 3737430.46 0.00778 419654.82 3737430.46 0.00756 419334.82 3737450.46 0.00934 419354.82 3737450.46 0.00935 419374.82 3737450.46 0.00936 419394.82 3737450.46 0.00923 419414.82 3737450.46 0.00904 419434.82 3737450.46 0.00881 419454.82 Page 61 MainPlace_r.ADO 3737450.46 0.00850 419474.82 3737450.46 0.00836 419494.82 3737450.46 0.00827 419514.82 3737450.46 0.00818 419534.82 3737450.46 0.00806 419554.82 3737450.46 0.00795 419574.82 3737450.46 0.00789 419594.82 3737450.46 0.00787 419614.82 3737450.46 0.00786 419634.82 3737450.46 0.00780 419654.82 3737450.46 0.00755 419314.82 3737470.46 0.00951 419334.82 3737470.46 0.00928 419354.82 3737470.46 0.00924 419374.82 3737470.46 0.00917 419394.82 3737470.46 0.00901 419414.82 3737470.46 0.00879 419434.82 3737470.46 0.00855 419454.82 3737470.46 0.00844 419474.82 3737470.46 0.00832 419494.82 3737470.46 0.00823 419514.82 3737470.46 0.00815 419534.82 3737470.46 0.00803 419554.82 3737470.46 0.00789 419574.82 3737470.46 0.00784 419594.82 3737470.46 0.00783 419614.82 3737470.46 0.00781 419634.82 3737470.46 0.00772 419654.82 3737470.46 0.00749 419314.82 3737490.46 0.00936 419334.82 3737490.46 0.00917 419354.82 3737490.46 0.00896 419374.82 3737490.46 0.00891 419394.82 3737490.46 0.00879 419414.82 3737490.46 0.00864 419434.82 3737490.46 0.00850 419454.82 3737490.46 0.00840 419474.82 3737490.46 0.00830 419494.82 3737490.46 0.00819 419514.82 3737490.46 0.00810 419534.82 3737490.46 0.00800 419554.82 3737490.46 0.00788 419574.82 3737490.46 0.00781 419594.82 3737490.46 0.00776 419614.82 3737490.46 0.00769 419634.82 3737490.46 0.00762 419654.82 3737490.46 0.00741 419294.82 3737510.46 0.00931 419314.82 Page 62 3737510.46 0.00920 419334.82 3737510.46 3737510.46 0.00874 419374.82 3737510.46 3737510.46 0.00863 419414.82 3737510.46 3737510.46 0.00846 419454.82 3737510.46 3737510.46 0.00827 419494.82 3737510.46 3737510.46 0.00808 419534.82 3737510.46 3737510.46 0.00789 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace r.ADO 0.00903 419354.82 0.00872 419394.82 0.00817 419514.82 *** C:\Lakes\AERMOD *** 12/30/18 *** 07:16:51 PAGE 26 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) - - - - - - - - - CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - 3737510.46 - - - - - - 0.00780 419594.82 3737510.46 0.00770 419614.82 3737510.46 0.00756 419634.82 3737510.46 0.00742 419654.82 3737510.46 0.00725 419294.82 3737530.46 0.00928 Page 63 MainPlace_r.ADO 419314.82 3737530.46 0.00911 419334.82 3737530.46 0.00888 419354.82 3737530.46 0.00866 419374.82 3737530.46 0.00862 419394.82 3737530.46 0.00856 419414.82 3737530.46 0.00849 419434.82 3737530.46 0.00841 419454.82 3737530.46 0.00834 419474.82 3737530.46 0.00825 419494.82 3737530.46 0.00816 419514.82 3737530.46 0.00809 419534.82 3737530.46 0.00809 419554.82 3737530.46 0.00793 419574.82 3737530.46 0.00779 419594.82 3737530.46 0.00764 419614.82 3737530.46 0.00743 419634.82 3737530.46 0.00712 419654.82 3737530.46 0.00700 419274.82 3737550.46 0.00953 419294.82 3737550.46 0.00934 419314.82 3737550.46 0.00910 419334.82 3737550.46 0.00885 419354.82 3737550.46 0.00862 419374.82 3737550.46 0.00856 419394.82 3737550.46 0.00851 419414.82 3737550.46 0.00844 419434.82 3737550.46 0.00837 419454.82 3737550.46 0.00830 419474.82 3737550.46 0.00821 419494.82 3737550.46 0.00812 419514.82 3737550.46 0.00804 419534.82 3737550.46 0.00798 419554.82 3737550.46 0.00786 419574.82 3737550.46 0.00772 419594.82 3737550.46 0.00756 419614.82 3737550.46 0.00735 419634.82 3737550.46 0.00710 419654.82 3737550.46 0.00701 419274.82 3737570.46 0.00966 419294.82 3737570.46 0.00939 419314.82 3737570.46 0.00912 419334.82 3737570.46 0.00885 419354.82 3737570.46 0.00859 419374.82 3737570.46 0.00853 419394.82 3737570.46 0.00847 419414.82 3737570.46 0.00841 419434.82 3737570.46 0.00833 419454.82 3737570.46 0.00826 Page 64 MainPlace_r.ADO 419474.82 3737570.46 0.00817 419494.82 3737570.46 0.00807 419514.82 3737570.46 0.00798 419534.82 3737570.46 0.00791 419554.82 3737570.46 0.00780 419574.82 3737570.46 0.00766 419594.82 3737570.46 0.00748 419614.82 3737570.46 0.00726 419634.82 3737570.46 0.00705 419654.82 3737570.46 0.00700 419254.82 3737590.46 0.01005 419274.82 3737590.46 0.00974 419294.82 3737590.46 0.00944 419314.82 3737590.46 0.00916 419334.82 3737590.46 0.00888 419354.82 3737590.46 0.00859 419374.82 3737590.46 0.00854 419394.82 3737590.46 0.00846 419414.82 3737590.46 0.00838 419434.82 3737590.46 0.00830 419454.82 3737590.46 0.00822 419474.82 3737590.46 0.00812 419494.82 3737590.46 0.00803 419514.82 3737590.46 0.00795 419534.82 3737590.46 0.00795 419554.82 3737590.46 0.00778 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 27 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** Page 65 *** DISCRETE CARTESIAN RECEPTOR POINTS MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.00762 419594.82 3737590.46 0.00743 419614.82 3737590.46 0.00718 419634.82 3737590.46 0.00693 419654.82 3737590.46 0.00691 419254.82 3737610.46 0.01017 419274.82 3737610.46 0.00989 419294.82 3737610.46 0.00958 419314.82 3737610.46 0.00928 419334.82 3737610.46 0.00899 419354.82 3737610.46 0.00868 419374.82 3737610.46 0.00854 419394.82 3737610.46 0.00843 419414.82 3737610.46 0.00834 419434.82 3737610.46 0.00826 419454.82 3737610.46 0.00817 419474.82 3737610.46 0.00808 419494.82 3737610.46 0.00798 419514.82 3737610.46 0.00789 419534.82 3737610.46 0.00785 419554.82 3737610.46 0.00775 419574.82 3737610.46 0.00759 419594.82 3737610.46 0.00742 419614.82 3737610.46 0.00723 419634.82 3737610.46 0.00694 419654.82 3737610.46 0.00695 419254.82 3737630.46 0.01028 419274.82 3737630.46 0.01005 419294.82 3737630.46 0.00977 419314.82 3737630.46 0.00946 419334.82 3737630.46 0.00914 419354.82 3737630.46 0.00881 419374.82 3737630.46 0.00857 419394.82 3737630.46 0.00842 419414.82 3737630.46 0.00831 419434.82 3737630.46 0.00822 419454.82 3737630.46 0.00813 419474.82 3737630.46 0.00804 419494.82 3737630.46 0.00794 419514.82 3737630.46 0.00783 419534.82 3737630.46 0.00774 419554.82 Page 66 MainPlace r.ADO 3737630.46 0.00769 419574.82 3737630.46 0.00755 419594.82 3737630.46 0.00741 419614.82 3737630.46 0.00730 419634.82 3737630.46 0.00702 419654.82 3737630.46 0.00701 419234.82 3737650.46 0.01053 419254.82 3737650.46 0.01034 419274.82 3737650.46 0.01019 419294.82 3737650.46 0.00998 419314.82 3737650.46 0.00968 419334.82 3737650.46 0.00935 419354.82 3737650.46 0.00903 419374.82 3737650.46 0.00874 419394.82 3737650.46 0.00848 419414.82 3737650.46 0.00829 419434.82 3737650.46 0.00819 419454.82 3737650.46 0.00809 419474.82 3737650.46 0.00799 419494.82 3737650.46 0.00789 419514.82 3737650.46 0.00778 419534.82 3737650.46 0.00767 419554.82 3737650.46 0.00757 419574.82 3737650.46 0.00748 419594.82 3737650.46 0.00742 419614.82 3737650.46 0.00738 419634.82 3737650.46 0.00724 419654.82 3737650.46 0.00710 419234.82 3737670.46 0.01052 419254.82 3737670.46 0.01034 419274.82 3737670.46 0.01021 419294.82 3737670.46 0.01000 419314.82 3737670.46 0.00972 419334.82 3737670.46 0.00939 419354.82 3737670.46 0.00905 419374.82 3737670.46 0.00876 419394.82 3737670.46 0.00847 419414.82 3737670.46 0.00825 419434.82 3737670.46 0.00815 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 28 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER Page 67 5 MainPlace r.ADO YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 - - - - - - 0.00805 419474.82 3737670.46 0.00795 419494.82 3737670.46 0.00784 419514.82 3737670.46 0.00773 419534.82 3737670.46 0.00762 419554.82 3737670.46 0.00751 419574.82 3737670.46 0.00744 419594.82 3737670.46 0.00740 419614.82 3737670.46 0.00738 419634.82 3737670.46 0.00728 419654.82 3737670.46 0.00711 419234.82 3737690.46 0.01042 419254.82 3737690.46 0.01030 419274.82 3737690.46 0.01015 419294.82 3737690.46 0.00993 419314.82 3737690.46 0.00966 419334.82 3737690.46 0.00935 419354.82 3737690.46 0.00900 419374.82 3737690.46 0.00872 419394.82 3737690.46 0.00842 419414.82 3737690.46 0.00820 419434.82 3737690.46 0.00810 419454.82 3737690.46 0.00802 419474.82 3737690.46 0.00792 419494.82 3737690.46 0.00781 419514.82 3737690.46 0.00769 419534.82 3737690.46 0.00756 419554.82 3737690.46 0.00746 Page 68 MainPlace_r.ADO 419574.82 3737690.46 0.00740 419594.82 3737690.46 0.00736 419614.82 3737690.46 0.00735 419634.82 3737690.46 0.00725 419654.82 3737690.46 0.00710 419234.82 3737710.46 0.01048 419254.82 3737710.46 0.01032 419274.82 3737710.46 0.01014 419294.82 3737710.46 0.00990 419314.82 3737710.46 0.00963 419334.82 3737710.46 0.00932 419354.82 3737710.46 0.00899 419374.82 3737710.46 0.00867 419394.82 3737710.46 0.00837 419414.82 3737710.46 0.00815 419434.82 3737710.46 0.00808 419454.82 3737710.46 0.00798 419474.82 3737710.46 0.00789 419494.82 3737710.46 0.00777 419514.82 3737710.46 0.00764 419534.82 3737710.46 0.00748 419554.82 3737710.46 0.00743 419574.82 3737710.46 0.00735 419594.82 3737710.46 0.00728 419614.82 3737710.46 0.00727 419634.82 3737710.46 0.00716 419654.82 3737710.46 0.00708 419234.82 3737730.46 0.01064 419254.82 3737730.46 0.01038 419274.82 3737730.46 0.01015 419294.82 3737730.46 0.00989 419314.82 3737730.46 0.00961 419334.82 3737730.46 0.00930 419354.82 3737730.46 0.00897 419374.82 3737730.46 0.00864 419394.82 3737730.46 0.00835 419414.82 3737730.46 0.00814 419434.82 3737730.46 0.00804 419454.82 3737730.46 0.00794 419474.82 3737730.46 0.00788 419494.82 3737730.46 0.00780 419514.82 3737730.46 0.00769 419534.82 3737730.46 0.00753 419554.82 3737730.46 0.00745 419574.82 3737730.46 0.00736 419594.82 3737730.46 0.00726 419614.82 3737730.46 0.00719 419634.82 3737730.46 0.00712 Page 69 419654.82 3737730.46 3737750.46 0.01093 419254.82 3737750.46 3737750.46 0.01016 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.00701 M611[OEI:i *** C:\Lakes\AERMOD *** *** 07:16:51 PAGE 29 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 419234.82 419274.82 12/30/18 *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - 0.00989 419314.82 3737750.46 0.00961 419334.82 3737750.46 0.00928 419354.82 3737750.46 0.00894 419374.82 3737750.46 0.00862 419394.82 3737750.46 0.00836 419414.82 3737750.46 0.00815 419434.82 3737750.46 0.00800 419454.82 3737750.46 0.00789 419474.82 3737750.46 0.00787 419494.82 3737750.46 0.00785 419514.82 3737750.46 0.00777 419534.82 3737750.46 0.00764 419554.82 3737750.46 0.00751 419574.82 3737750.46 0.00740 419594.82 Page 70 MainPlace_r.ADO 3737750.46 0.00727 419614.82 3737750.46 0.00712 419634.82 3737750.46 0.00711 419654.82 3737750.46 0.00695 419234.82 3737770.46 0.01111 419254.82 3737770.46 0.01095 419274.82 3737770.46 0.01034 419294.82 3737770.46 0.00993 419314.82 3737770.46 0.00959 419334.82 3737770.46 0.00925 419354.82 3737770.46 0.00888 419374.82 3737770.46 0.00854 419394.82 3737770.46 0.00831 419414.82 3737770.46 0.00813 419434.82 3737770.46 0.00797 419454.82 3737770.46 0.00787 419474.82 3737770.46 0.00784 419494.82 3737770.46 0.00783 419514.82 3737770.46 0.00777 419534.82 3737770.46 0.00760 419554.82 3737770.46 0.00754 419574.82 3737770.46 0.00741 419594.82 3737770.46 0.00725 419614.82 3737770.46 0.00713 419634.82 3737770.46 0.00711 419654.82 3737770.46 0.00697 419254.82 3737790.46 0.01109 419274.82 3737790.46 0.01039 419294.82 3737790.46 0.00995 419314.82 3737790.46 0.00960 419334.82 3737790.46 0.00925 419354.82 3737790.46 0.00886 419374.82 3737790.46 0.00852 419394.82 3737790.46 0.00829 419414.82 3737790.46 0.00812 419434.82 3737790.46 0.00796 419454.82 3737790.46 0.00785 419474.82 3737790.46 0.00783 419494.82 3737790.46 0.00781 419514.82 3737790.46 0.00774 419534.82 3737790.46 0.00757 419554.82 3737790.46 0.00749 419574.82 3737790.46 0.00736 419594.82 3737790.46 0.00720 419614.82 3737790.46 0.00710 419634.82 3737790.46 0.00708 419654.82 3737790.46 0.00695 419274.82 3737810.46 0.01031 419294.82 Page 71 3737810.46 0.00996 419314.82 3737810.46 3737810.46 0.00927 419354.82 3737810.46 3737810.46 0.00855 419394.82 3737810.46 3737810.46 0.00812 419434.82 3737810.46 3737810.46 0.00784 419474.82 3737810.46 3737810.46 0.00781 419514.82 3737810.46 3737810.46 0.00753 419554.82 3737810.46 3737810.46 0.00726 419594.82 3737810.46 3737810.46 0.00705 T *** AERMOD - VERSION 18081 *** View\MainPlace r\MainPlace r.isc MainPlace r.ADO 0.00964 419334.82 0.00889 419374.82 0.00831 419414.82 0.00795 419454.82 0.00784 419494.82 0.00770 419534.82 0.00739 419574.82 0.00715 419614.82 *** C:\Lakes\AERMOD *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 30 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.00704 419654.82 3737810.46 0.00690 Page 72 MainPlace_r.ADO 419294.82 3737830.46 0.01007 419314.82 3737830.46 0.00975 419334.82 3737830.46 0.00937 419354.82 3737830.46 0.00898 419374.82 3737830.46 0.00869 419394.82 3737830.46 0.00849 419414.82 3737830.46 0.00828 419434.82 3737830.46 0.00797 419454.82 3737830.46 0.00783 419474.82 3737830.46 0.00784 419494.82 3737830.46 0.00783 419514.82 3737830.46 0.00771 419534.82 3737830.46 0.00753 419554.82 3737830.46 0.00737 419574.82 3737830.46 0.00722 419594.82 3737830.46 0.00713 419614.82 3737830.46 0.00709 419634.82 3737830.46 0.00706 419654.82 3737830.46 0.00692 419314.82 3737850.46 0.00977 419334.82 3737850.46 0.00942 419354.82 3737850.46 0.00910 419374.82 3737850.46 0.00885 419394.82 3737850.46 0.00866 419414.82 3737850.46 0.00845 419434.82 3737850.46 0.00812 419454.82 3737850.46 0.00796 419474.82 3737850.46 0.00793 419494.82 3737850.46 0.00785 419514.82 3737850.46 0.00766 419534.82 3737850.46 0.00751 419554.82 3737850.46 0.00737 419574.82 3737850.46 0.00725 419594.82 3737850.46 0.00715 419614.82 3737850.46 0.00712 419634.82 3737850.46 0.00706 419654.82 3737850.46 0.00693 419514.82 3737870.46 0.00754 419534.82 3737870.46 0.00744 419554.82 3737870.46 0.00741 419574.82 3737870.46 0.00734 419594.82 3737870.46 0.00724 419614.82 3737870.46 0.00713 419634.82 3737870.46 0.00703 419654.82 3737870.46 0.00692 419514.82 3737890.46 0.00882 419534.82 3737890.46 0.00870 419554.82 3737890.46 0.00861 Page 73 419574.82 3737890.46 3737890.46 0.00839 419614.82 3737890.46 3737890.46 0.00817 419654.82 3737890.46 3737890.46 0.00789 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.00851 419594.82 0.00827 419634.82 *** C:\Lakes\AERMOD *** 12/30/18 *** 07:16:51 PAGE 31 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 - - - - - - 0.00981 419414.82 3737330.46 0.01001 419434.82 3737330.46 0.01005 419454.82 3737330.46 0.00995 419474.82 3737330.46 0.00975 419494.82 3737330.46 0.00965 419514.82 3737330.46 0.00957 419534.82 3737330.46 0.00945 419554.82 3737330.46 0.00928 419574.82 3737330.46 0.00904 419594.82 3737330.46 0.00874 419614.82 3737330.46 0.00843 419634.82 3737330.46 0.00810 419654.82 Page 74 MainPlace_r.ADO 3737330.46 0.00784 419374.82 3737350.46 0.00970 419394.82 3737350.46 0.00988 419414.82 3737350.46 0.00991 419434.82 3737350.46 0.00983 419454.82 3737350.46 0.00968 419474.82 3737350.46 0.00946 419494.82 3737350.46 0.00939 419514.82 3737350.46 0.00930 419534.82 3737350.46 0.00904 419554.82 3737350.46 0.00882 419574.82 3737350.46 0.00857 419594.82 3737350.46 0.00831 419614.82 3737350.46 0.00804 419634.82 3737350.46 0.00778 419654.82 3737350.46 0.00760 419374.82 3737370.46 0.00981 419394.82 3737370.46 0.00988 419414.82 3737370.46 0.00979 419434.82 3737370.46 0.00964 419454.82 3737370.46 0.00946 419474.82 3737370.46 0.00923 419494.82 3737370.46 0.00923 419514.82 3737370.46 0.00923 419534.82 3737370.46 0.00904 419554.82 3737370.46 0.00878 419574.82 3737370.46 0.00855 419594.82 3737370.46 0.00828 419614.82 3737370.46 0.00799 419634.82 3737370.46 0.00774 419654.82 3737370.46 0.00756 419354.82 3737390.46 0.00961 419374.82 3737390.46 0.00981 419394.82 3737390.46 0.00979 419414.82 3737390.46 0.00965 419434.82 3737390.46 0.00945 419454.82 3737390.46 0.00925 419474.82 3737390.46 0.00902 419494.82 3737390.46 0.00896 419514.82 3737390.46 0.00893 419534.82 3737390.46 0.00878 419554.82 3737390.46 0.00854 419574.82 3737390.46 0.00832 419594.82 3737390.46 0.00809 419614.82 3737390.46 0.00786 419634.82 3737390.46 0.00768 419654.82 3737390.46 0.00754 419354.82 3737410.46 0.00954 419374.82 Page 75 MainPlace_r.ADO 3737410.46 0.00971 419394.82 3737410.46 0.00965 419414.82 3737410.46 0.00948 419434.82 3737410.46 0.00927 419454.82 3737410.46 0.00906 419474.82 3737410.46 0.00882 419494.82 3737410.46 0.00864 419514.82 3737410.46 0.00851 419534.82 3737410.46 0.00837 419554.82 3737410.46 0.00819 419574.82 3737410.46 0.00801 419594.82 3737410.46 0.00784 419614.82 3737410.46 0.00772 419634.82 3737410.46 0.00761 419654.82 3737410.46 0.00753 419334.82 3737430.46 0.00941 419354.82 3737430.46 0.00946 419374.82 3737430.46 0.00955 419394.82 3737430.46 0.00944 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 32 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 76 MainPlace_r.ADO 419414.82 3737430.46 0.00927 419434.82 3737430.46 0.00905 419454.82 3737430.46 0.00870 419474.82 3737430.46 0.00852 419494.82 3737430.46 0.00840 419514.82 3737430.46 0.00829 419534.82 3737430.46 0.00817 419554.82 3737430.46 0.00806 419574.82 3737430.46 0.00795 419594.82 3737430.46 0.00788 419614.82 3737430.46 0.00784 419634.82 3737430.46 0.00778 419654.82 3737430.46 0.00756 419334.82 3737450.46 0.00934 419354.82 3737450.46 0.00935 419374.82 3737450.46 0.00936 419394.82 3737450.46 0.00923 419414.82 3737450.46 0.00904 419434.82 3737450.46 0.00881 419454.82 3737450.46 0.00850 419474.82 3737450.46 0.00836 419494.82 3737450.46 0.00827 419514.82 3737450.46 0.00818 419534.82 3737450.46 0.00806 419554.82 3737450.46 0.00795 419574.82 3737450.46 0.00789 419594.82 3737450.46 0.00787 419614.82 3737450.46 0.00786 419634.82 3737450.46 0.00780 419654.82 3737450.46 0.00755 419314.82 3737470.46 0.00951 419334.82 3737470.46 0.00928 419354.82 3737470.46 0.00924 419374.82 3737470.46 0.00917 419394.82 3737470.46 0.00901 419414.82 3737470.46 0.00879 419434.82 3737470.46 0.00855 419454.82 3737470.46 0.00844 419474.82 3737470.46 0.00832 419494.82 3737470.46 0.00823 419514.82 3737470.46 0.00815 419534.82 3737470.46 0.00803 419554.82 3737470.46 0.00789 419574.82 3737470.46 0.00784 419594.82 3737470.46 0.00783 419614.82 3737470.46 0.00781 419634.82 3737470.46 0.00772 419654.82 3737470.46 0.00749 Page 77 MainPlace_r.ADO 419314.82 3737490.46 0.00936 419334.82 3737490.46 0.00917 419354.82 3737490.46 0.00896 419374.82 3737490.46 0.00891 419394.82 3737490.46 0.00879 419414.82 3737490.46 0.00864 419434.82 3737490.46 0.00850 419454.82 3737490.46 0.00840 419474.82 3737490.46 0.00830 419494.82 3737490.46 0.00819 419514.82 3737490.46 0.00810 419534.82 3737490.46 0.00800 419554.82 3737490.46 0.00788 419574.82 3737490.46 0.00781 419594.82 3737490.46 0.00776 419614.82 3737490.46 0.00769 419634.82 3737490.46 0.00762 419654.82 3737490.46 0.00741 419294.82 3737510.46 0.00931 419314.82 3737510.46 0.00920 419334.82 3737510.46 0.00903 419354.82 3737510.46 0.00874 419374.82 3737510.46 0.00872 419394.82 3737510.46 0.00863 419414.82 3737510.46 0.00854 419434.82 3737510.46 0.00846 419454.82 3737510.46 0.00836 419474.82 3737510.46 0.00827 419494.82 3737510.46 0.00817 419514.82 3737510.46 0.00808 419534.82 3737510.46 0.00801 419554.82 3737510.46 0.00789 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 33 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , Page 78 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737510.46 - - - - - - 0.00780 419594.82 3737510.46 0.00770 419614.82 3737510.46 0.00756 419634.82 3737510.46 0.00742 419654.82 3737510.46 0.00725 419294.82 3737530.46 0.00928 419314.82 3737530.46 0.00911 419334.82 3737530.46 0.00888 419354.82 3737530.46 0.00866 419374.82 3737530.46 0.00862 419394.82 3737530.46 0.00856 419414.82 3737530.46 0.00849 419434.82 3737530.46 0.00841 419454.82 3737530.46 0.00834 419474.82 3737530.46 0.00825 419494.82 3737530.46 0.00816 419514.82 3737530.46 0.00809 419534.82 3737530.46 0.00809 419554.82 3737530.46 0.00793 419574.82 3737530.46 0.00779 419594.82 3737530.46 0.00764 419614.82 3737530.46 0.00743 419634.82 3737530.46 0.00712 419654.82 3737530.46 0.00700 419274.82 3737550.46 0.00953 419294.82 3737550.46 0.00934 419314.82 3737550.46 0.00910 419334.82 3737550.46 0.00885 419354.82 3737550.46 0.00862 419374.82 3737550.46 0.00856 419394.82 3737550.46 0.00851 419414.82 3737550.46 0.00844 419434.82 3737550.46 0.00837 419454.82 3737550.46 0.00830 419474.82 3737550.46 0.00821 419494.82 Page 79 MainPlace_r.ADO 3737550.46 0.00812 419514.82 3737550.46 0.00804 419534.82 3737550.46 0.00798 419554.82 3737550.46 0.00786 419574.82 3737550.46 0.00772 419594.82 3737550.46 0.00756 419614.82 3737550.46 0.00735 419634.82 3737550.46 0.00710 419654.82 3737550.46 0.00701 419274.82 3737570.46 0.00966 419294.82 3737570.46 0.00939 419314.82 3737570.46 0.00912 419334.82 3737570.46 0.00885 419354.82 3737570.46 0.00859 419374.82 3737570.46 0.00853 419394.82 3737570.46 0.00847 419414.82 3737570.46 0.00841 419434.82 3737570.46 0.00833 419454.82 3737570.46 0.00826 419474.82 3737570.46 0.00817 419494.82 3737570.46 0.00807 419514.82 3737570.46 0.00798 419534.82 3737570.46 0.00791 419554.82 3737570.46 0.00780 419574.82 3737570.46 0.00766 419594.82 3737570.46 0.00748 419614.82 3737570.46 0.00726 419634.82 3737570.46 0.00705 419654.82 3737570.46 0.00700 419254.82 3737590.46 0.01005 419274.82 3737590.46 0.00974 419294.82 3737590.46 0.00944 419314.82 3737590.46 0.00916 419334.82 3737590.46 0.00888 419354.82 3737590.46 0.00859 419374.82 3737590.46 0.00854 419394.82 3737590.46 0.00846 419414.82 3737590.46 0.00838 419434.82 3737590.46 0.00830 419454.82 3737590.46 0.00822 419474.82 3737590.46 0.00812 419494.82 3737590.46 0.00803 419514.82 3737590.46 0.00795 419534.82 3737590.46 0.00795 419554.82 3737590.46 0.00778 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** Page 80 MainPlace_r.ADO *** 07:16:51 PAGE 34 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 - - - - - - 0.00762 419594.82 3737590.46 0.00743 419614.82 3737590.46 0.00718 419634.82 3737590.46 0.00693 419654.82 3737590.46 0.00691 419254.82 3737610.46 0.01017 419274.82 3737610.46 0.00989 419294.82 3737610.46 0.00958 419314.82 3737610.46 0.00928 419334.82 3737610.46 0.00899 419354.82 3737610.46 0.00868 419374.82 3737610.46 0.00854 419394.82 3737610.46 0.00843 419414.82 3737610.46 0.00834 419434.82 3737610.46 0.00826 419454.82 3737610.46 0.00817 419474.82 3737610.46 0.00808 419494.82 3737610.46 0.00798 419514.82 3737610.46 0.00789 419534.82 3737610.46 0.00785 419554.82 3737610.46 0.00775 419574.82 3737610.46 0.00759 Page 81 MainPlace_r.ADO 419594.82 3737610.46 0.00742 419614.82 3737610.46 0.00723 419634.82 3737610.46 0.00694 419654.82 3737610.46 0.00695 419254.82 3737630.46 0.01028 419274.82 3737630.46 0.01005 419294.82 3737630.46 0.00977 419314.82 3737630.46 0.00946 419334.82 3737630.46 0.00914 419354.82 3737630.46 0.00881 419374.82 3737630.46 0.00857 419394.82 3737630.46 0.00842 419414.82 3737630.46 0.00831 419434.82 3737630.46 0.00822 419454.82 3737630.46 0.00813 419474.82 3737630.46 0.00804 419494.82 3737630.46 0.00794 419514.82 3737630.46 0.00783 419534.82 3737630.46 0.00774 419554.82 3737630.46 0.00769 419574.82 3737630.46 0.00755 419594.82 3737630.46 0.00741 419614.82 3737630.46 0.00730 419634.82 3737630.46 0.00702 419654.82 3737630.46 0.00701 419234.82 3737650.46 0.01053 419254.82 3737650.46 0.01034 419274.82 3737650.46 0.01019 419294.82 3737650.46 0.00998 419314.82 3737650.46 0.00968 419334.82 3737650.46 0.00935 419354.82 3737650.46 0.00903 419374.82 3737650.46 0.00874 419394.82 3737650.46 0.00848 419414.82 3737650.46 0.00829 419434.82 3737650.46 0.00819 419454.82 3737650.46 0.00809 419474.82 3737650.46 0.00799 419494.82 3737650.46 0.00789 419514.82 3737650.46 0.00778 419534.82 3737650.46 0.00767 419554.82 3737650.46 0.00757 419574.82 3737650.46 0.00748 419594.82 3737650.46 0.00742 419614.82 3737650.46 0.00738 419634.82 3737650.46 0.00724 419654.82 3737650.46 0.00710 419234.82 3737670.46 0.01052 Page 82 419254.82 3737670.46 3737670.46 0.01021 419294.82 3737670.46 3737670.46 0.00972 419334.82 3737670.46 3737670.46 0.00905 419374.82 3737670.46 3737670.46 0.00847 419414.82 3737670.46 3737670.46 0.00815 T *** AERMOD - VERSION 18081 *** View\MainPlace_r\MainPlace_r.isc *** AERMET - VERSION 16216 *** *** MainPlace_r.ADO 0.01034 419274.82 Moll AM-PAI 0.00939 419354.82 0.00825 419434.82 *** C:\Lakes\AERMOD *** 12/30/18 *** 07:16:51 PAGE 35 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 3737670.46 0.00805 419474.82 3737670.46 0.00795 419494.82 3737670.46 0.00784 419514.82 3737670.46 0.00773 419534.82 3737670.46 0.00762 419554.82 3737670.46 0.00751 419574.82 3737670.46 0.00744 419594.82 3737670.46 0.00740 419614.82 3737670.46 0.00738 419634.82 Page 83 MainPlace_r.ADO 3737670.46 0.00728 419654.82 3737670.46 0.00711 419234.82 3737690.46 0.01042 419254.82 3737690.46 0.01030 419274.82 3737690.46 0.01015 419294.82 3737690.46 0.00993 419314.82 3737690.46 0.00966 419334.82 3737690.46 0.00935 419354.82 3737690.46 0.00900 419374.82 3737690.46 0.00872 419394.82 3737690.46 0.00842 419414.82 3737690.46 0.00820 419434.82 3737690.46 0.00810 419454.82 3737690.46 0.00802 419474.82 3737690.46 0.00792 419494.82 3737690.46 0.00781 419514.82 3737690.46 0.00769 419534.82 3737690.46 0.00756 419554.82 3737690.46 0.00746 419574.82 3737690.46 0.00740 419594.82 3737690.46 0.00736 419614.82 3737690.46 0.00735 419634.82 3737690.46 0.00725 419654.82 3737690.46 0.00710 419234.82 3737710.46 0.01048 419254.82 3737710.46 0.01032 419274.82 3737710.46 0.01014 419294.82 3737710.46 0.00990 419314.82 3737710.46 0.00963 419334.82 3737710.46 0.00932 419354.82 3737710.46 0.00899 419374.82 3737710.46 0.00867 419394.82 3737710.46 0.00837 419414.82 3737710.46 0.00815 419434.82 3737710.46 0.00808 419454.82 3737710.46 0.00798 419474.82 3737710.46 0.00789 419494.82 3737710.46 0.00777 419514.82 3737710.46 0.00764 419534.82 3737710.46 0.00748 419554.82 3737710.46 0.00743 419574.82 3737710.46 0.00735 419594.82 3737710.46 0.00728 419614.82 3737710.46 0.00727 419634.82 3737710.46 0.00716 419654.82 3737710.46 0.00708 419234.82 3737730.46 0.01064 419254.82 3737730.46 0.01038 419274.82 Page 84 MainPlace_r.ADO 3737730.46 0.01015 419294.82 3737730.46 0.00989 419314.82 3737730.46 0.00961 419334.82 3737730.46 0.00930 419354.82 3737730.46 0.00897 419374.82 3737730.46 0.00864 419394.82 3737730.46 0.00835 419414.82 3737730.46 0.00814 419434.82 3737730.46 0.00804 419454.82 3737730.46 0.00794 419474.82 3737730.46 0.00788 419494.82 3737730.46 0.00780 419514.82 3737730.46 0.00769 419534.82 3737730.46 0.00753 419554.82 3737730.46 0.00745 419574.82 3737730.46 0.00736 419594.82 3737730.46 0.00726 419614.82 3737730.46 0.00719 419634.82 3737730.46 0.00712 419654.82 3737730.46 0.00701 419234.82 3737750.46 0.01093 419254.82 3737750.46 0.01048 419274.82 3737750.46 0.01016 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 36 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM_10 IN MICROGRAMS/M**3 ** Page 85 MainPlace_r.ADO X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 3737750.46 - - - - - - - 0.00989 419314.82 3737750.46 0.00961 419334.82 3737750.46 0.00928 419354.82 3737750.46 0.00894 419374.82 3737750.46 0.00862 419394.82 3737750.46 0.00836 419414.82 3737750.46 0.00815 419434.82 3737750.46 0.00800 419454.82 3737750.46 0.00789 419474.82 3737750.46 0.00787 419494.82 3737750.46 0.00785 419514.82 3737750.46 0.00777 419534.82 3737750.46 0.00764 419554.82 3737750.46 0.00751 419574.82 3737750.46 0.00740 419594.82 3737750.46 0.00727 419614.82 3737750.46 0.00712 419634.82 3737750.46 0.00711 419654.82 3737750.46 0.00695 419234.82 3737770.46 0.01111 419254.82 3737770.46 0.01095 419274.82 3737770.46 0.01034 419294.82 3737770.46 0.00993 419314.82 3737770.46 0.00959 419334.82 3737770.46 0.00925 419354.82 3737770.46 0.00888 419374.82 3737770.46 0.00854 419394.82 3737770.46 0.00831 419414.82 3737770.46 0.00813 419434.82 3737770.46 0.00797 419454.82 3737770.46 0.00787 419474.82 3737770.46 0.00784 419494.82 3737770.46 0.00783 419514.82 3737770.46 0.00777 419534.82 3737770.46 0.00760 419554.82 3737770.46 0.00754 419574.82 3737770.46 0.00741 419594.82 3737770.46 0.00725 419614.82 3737770.46 0.00713 419634.82 3737770.46 0.00711 419654.82 3737770.46 0.00697 419254.82 3737790.46 0.01109 419274.82 3737790.46 0.01039 419294.82 3737790.46 0.00995 Page 86 MainPlace_r.ADO 419314.82 3737790.46 0.00960 419334.82 3737790.46 0.00925 419354.82 3737790.46 0.00886 419374.82 3737790.46 0.00852 419394.82 3737790.46 0.00829 419414.82 3737790.46 0.00812 419434.82 3737790.46 0.00796 419454.82 3737790.46 0.00785 419474.82 3737790.46 0.00783 419494.82 3737790.46 0.00781 419514.82 3737790.46 0.00774 419534.82 3737790.46 0.00757 419554.82 3737790.46 0.00749 419574.82 3737790.46 0.00736 419594.82 3737790.46 0.00720 419614.82 3737790.46 0.00710 419634.82 3737790.46 0.00708 419654.82 3737790.46 0.00695 419274.82 3737810.46 0.01031 419294.82 3737810.46 0.00996 419314.82 3737810.46 0.00964 419334.82 3737810.46 0.00927 419354.82 3737810.46 0.00889 419374.82 3737810.46 0.00855 419394.82 3737810.46 0.00831 419414.82 3737810.46 0.00812 419434.82 3737810.46 0.00795 419454.82 3737810.46 0.00784 419474.82 3737810.46 0.00784 419494.82 3737810.46 0.00781 419514.82 3737810.46 0.00770 419534.82 3737810.46 0.00753 419554.82 3737810.46 0.00739 419574.82 3737810.46 0.00726 419594.82 3737810.46 0.00715 419614.82 3737810.46 0.00705 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 37 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , Page 87 *** MainPlace r.ADO L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 - - - - - - 0.00704 419654.82 3737810.46 0.00690 419294.82 3737830.46 0.01007 419314.82 3737830.46 0.00975 419334.82 3737830.46 0.00937 419354.82 3737830.46 0.00898 419374.82 3737830.46 0.00869 419394.82 3737830.46 0.00849 419414.82 3737830.46 0.00828 419434.82 3737830.46 0.00797 419454.82 3737830.46 0.00783 419474.82 3737830.46 0.00784 419494.82 3737830.46 0.00783 419514.82 3737830.46 0.00771 419534.82 3737830.46 0.00753 419554.82 3737830.46 0.00737 419574.82 3737830.46 0.00722 419594.82 3737830.46 0.00713 419614.82 3737830.46 0.00709 419634.82 3737830.46 0.00706 419654.82 3737830.46 0.00692 419314.82 3737850.46 0.00977 419334.82 3737850.46 0.00942 419354.82 3737850.46 0.00910 419374.82 3737850.46 0.00885 419394.82 3737850.46 0.00866 419414.82 3737850.46 0.00845 419434.82 3737850.46 0.00812 419454.82 3737850.46 0.00796 419474.82 3737850.46 0.00793 419494.82 3737850.46 0.00785 419514.82 Page 88 MainPlace_r.ADO 3737850.46 0.00766 419534.82 3737850.46 0.00751 419554.82 3737850.46 0.00737 419574.82 3737850.46 0.00725 419594.82 3737850.46 0.00715 419614.82 3737850.46 0.00712 419634.82 3737850.46 0.00706 419654.82 3737850.46 0.00693 419514.82 3737870.46 0.00754 419534.82 3737870.46 0.00744 419554.82 3737870.46 0.00741 419574.82 3737870.46 0.00734 419594.82 3737870.46 0.00724 419614.82 3737870.46 0.00713 419634.82 3737870.46 0.00703 419654.82 3737870.46 0.00692 419514.82 3737890.46 0.00882 419534.82 3737890.46 0.00870 419554.82 3737890.46 0.00861 419574.82 3737890.46 0.00851 419594.82 3737890.46 0.00839 419614.82 3737890.46 0.00827 419634.82 3737890.46 0.00817 419654.82 3737890.46 0.00806 419674.82 3737890.46 0.00789 T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 38 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 Page 89 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.10433 - - (14071805) 419414.82 3737330.46 0.09549 (14091502) 419434.82 3737330.46 0.08801 (16082805) 419454.82 3737330.46 0.08276 (14050301) 419474.82 3737330.46 0.07781 (14050301) 419494.82 3737330.46 0.07341 (14092203) 419514.82 3737330.46 0.06958 (14092203) 419534.82 3737330.46 0.06593 (13082603) 419554.82 3737330.46 0.06256 (15090705) 419574.82 3737330.46 0.05950 (15090705) 419594.82 3737330.46 0.05713 (12120206) 419614.82 3737330.46 0.05494 (12120206) 419634.82 3737330.46 0.05332 (12101721) 419654.82 3737330.46 0.05167 (12101721) 419374.82 3737350.46 0.10656 (14071805) 419394.82 3737350.46 0.09796 (14091502) 419414.82 3737350.46 0.08987 (13012419) 419434.82 3737350.46 0.08425 (14050301) 419454.82 3737350.46 0.07929 (14050301) 419474.82 3737350.46 0.07459 (14092203) 419494.82 3737350.46 0.07078 (14092203) 419514.82 3737350.46 0.06705 (13082603) 419534.82 3737350.46 0.06386 (15090705) 419554.82 3737350.46 0.06073 (15090705) 419574.82 3737350.46 0.05795 (12120206) 419594.82 3737350.46 0.05577 (12101721) 419614.82 3737350.46 0.05414 (12101721) 419634.82 3737350.46 0.05244 (12101721) 419654.82 3737350.46 0.05062 (12101721) 419374.82 3737370.46 0.10027 (14091502) 419394.82 3737370.46 0.09181 (13012419) 419414.82 3737370.46 0.08569 (14050301) 419434.82 3737370.46 0.08072 (14050301) 419454.82 3737370.46 0.07574 (14092203) 419474.82 3737370.46 0.07188 (14092203) 419494.82 3737370.46 0.06810 (13082603) 419514.82 3737370.46 0.06479 (15090705) 419534.82 3737370.46 0.06150 (15090705) 419554.82 3737370.46 0.05872 (12120206) 419574.82 3737370.46 0.05659 (12101721) 419594.82 3737370.46 0.05487 (12101721) 419614.82 3737370.46 0.05308 (12101721) Page 90 MainPlace r.ADO 419634.82 3737370.46 0.05118 (12101721) 419654.82 3737370.46 0.04910 (12101721) 419354.82 3737390.46 0.10245 (14091502) 419374.82 3737390.46 0.09369 (13012419) 419394.82 3737390.46 0.08710 (14050301) 419414.82 3737390.46 0.08213 (14050301) 419434.82 3737390.46 0.07687 (14092203) 419454.82 3737390.46 0.07297 (14092203) 419474.82 3737390.46 0.06911 (15090705) 419494.82 3737390.46 0.06596 (15090705) 419514.82 3737390.46 0.06252 (15090705) 419534.82 3737390.46 0.05948 (12120206) 419554.82 3737390.46 0.05740 (12101721) 419574.82 3737390.46 0.05562 (12101721) 419594.82 3737390.46 0.05374 (12101721) 419614.82 3737390.46 0.05172 (12101721) 419634.82 3737390.46 0.04964 (12091201) 419654.82 3737390.46 0.04775 (13050402) 419354.82 3737410.46 0.09595 (14091502) 419374.82 3737410.46 0.08841 (14050301) 419394.82 3737410.46 0.08353 (14050301) 419414.82 3737410.46 0.07802 (14092203) 419434.82 3737410.46 0.07405 (14092203) 419454.82 3737410.46 0.07015 (15090705) 419474.82 3737410.46 0.06697 (15090705) 419494.82 3737410.46 0.06354 (15090705) 419514.82 3737410.46 0.06009 (12120206) 419534.82 3737410.46 0.05813 (12101721) 419554.82 3737410.46 0.05634 (12101721) 419574.82 3737410.46 0.05440 (12101721) 419594.82 3737410.46 0.05226 (12101721) 419614.82 3737410.46 0.05025 (12091201) 419634.82 3737410.46 0.04832 (13050402) 419654.82 3737410.46 0.04682 (15062904) 419334.82 3737430.46 0.09817 (14091502) 419354.82 3737430.46 0.08953 (14110420) 419374.82 3737430.46 0.08486 (14050301) 419394.82 3737430.46 0.07932 (14050301) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 39 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** Page 91 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07511 - - (14092203) 419434.82 3737430.46 0.07118 (15090705) 419454.82 3737430.46 0.06790 (15090705) 419474.82 3737430.46 0.06438 (15090705) 419494.82 3737430.46 0.06082 (15101103) 419514.82 3737430.46 0.05884 (12101721) 419534.82 3737430.46 0.05703 (12101721) 419554.82 3737430.46 0.05500 (12101721) 419574.82 3737430.46 0.05280 (12091201) 419594.82 3737430.46 0.05072 (12091201) 419614.82 3737430.46 0.04876 (13050402) 419634.82 3737430.46 0.04731 (15062904) 419654.82 3737430.46 0.04603 (14072104) 419334.82 3737450.46 0.09107 (12031323) 419354.82 3737450.46 0.08607 (14110420) 419374.82 3737450.46 0.08060 (14050301) 419394.82 3737450.46 0.07614 (14092203) 419414.82 3737450.46 0.07219 (15090705) 419434.82 3737450.46 0.06884 (15090705) 419454.82 3737450.46 0.06516 (15090705) 419474.82 3737450.46 0.06178 (15101103) 419494.82 3737450.46 0.05955 (12101721) 419514.82 3737450.46 0.05769 (12101721) 419534.82 3737450.46 0.05555 (12101721) 419554.82 3737450.46 0.05344 (12091201) 419574.82 3737450.46 0.05124 (12091201) 419594.82 3737450.46 0.04935 (14101923) 419614.82 3737450.46 0.04796 (14101923) 419634.82 3737450.46 0.04651 (14072104) 419654.82 Page 92 MainPlace r.ADO 3737450.46 0.04506 (14072104) 419314.82 3737470.46 0.09284 (13012419) 419334.82 3737470.46 0.08733 (14110420) 419354.82 3737470.46 0.08183 (14050301) 419374.82 3737470.46 0.07713 (14092203) 419394.82 3737470.46 0.07319 (15090705) 419414.82 3737470.46 0.06975 (15090705) 419434.82 3737470.46 0.06591 (15090705) 419454.82 3737470.46 0.06268 (15101103) 419474.82 3737470.46 0.06031 (12101721) 419494.82 3737470.46 0.05835 (12101721) 419514.82 3737470.46 0.05610 (12091201) 419534.82 3737470.46 0.05400 (12091201) 419554.82 3737470.46 0.05170 (13050402) 419574.82 3737470.46 0.05009 (14101923) 419594.82 3737470.46 0.04866 (14101923) 419614.82 3737470.46 0.04704 (14101923) 419634.82 3737470.46 0.04538 (12111524) 419654.82 3737470.46 0.04451 (15082724) 419314.82 3737490.46 0.08869 (14110420) 419334.82 3737490.46 0.08308 (14110420) 419354.82 3737490.46 0.07789 (14092203) 419374.82 3737490.46 0.07411 (15090705) 419394.82 3737490.46 0.07064 (15090705) 419414.82 3737490.46 0.06666 (15090705) 419434.82 3737490.46 0.06358 (15101103) 419454.82 3737490.46 0.06109 (12101721) 419474.82 3737490.46 0.05898 (12101721) 419494.82 3737490.46 0.05677 (12091201) 419514.82 3737490.46 0.05452 (12091201) 419534.82 3737490.46 0.05222 (16101104) 419554.82 3737490.46 0.05077 (14101923) 419574.82 3737490.46 0.04928 (14101923) 419594.82 3737490.46 0.04763 (13012308) 419614.82 3737490.46 0.04616 (15082724) 419634.82 3737490.46 0.04519 (15082724) 419654.82 3737490.46 0.04418 (15082724) 419294.82 3737510.46 0.08987 (14110420) 419314.82 3737510.46 0.08439 (14110420) 419334.82 3737510.46 0.07898 (14092203) 419354.82 3737510.46 0.07490 (15090705) 419374.82 3737510.46 0.07147 (15090705) 419394.82 3737510.46 0.06736 (15090705) 419414.82 3737510.46 0.06448 (15101103) 419434.82 3737510.46 0.06184 (12101721) 419454.82 3737510.46 0.05959 (12101721) 419474.82 3737510.46 0.05740 (12091201) 419494.82 3737510.46 0.05498 (12091201) 419514.82 Page 93 MainPlace r.ADO 3737510.46 0.05286 (14101923) 419534.82 3737510.46 0.05142 (14101923) 419554.82 3737510.46 0.04983 (13012308) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 40 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04829 - - (13012308) 419594.82 3737510.46 0.04689 (15082724) 419614.82 3737510.46 0.04588 (15082724) 419634.82 3737510.46 0.04476 (15082724) 419654.82 3737510.46 0.04356 (15082724) 419294.82 3737530.46 0.08575 (14110420) 419314.82 3737530.46 0.08008 (14092203) 419334.82 3737530.46 0.07602 (15090705) 419354.82 3737530.46 0.07227 (15090705) 419374.82 3737530.46 0.06801 (15090705) 419394.82 3737530.46 0.06537 (15101103) 419414.82 3737530.46 0.06254 (12101721) 419434.82 3737530.46 0.06028 (12091201) 419454.82 3737530.46 0.05799 (12091201) 419474.82 3737530.46 0.05536 (12091201) 419494.82 3737530.46 0.05360 (14101923) Page 94 MainPlace r.ADO 419514.82 3737530.46 0.05202 (13012308) 419534.82 3737530.46 0.05041 (13012308) 419554.82 3737530.46 0.04877 (13012308) 419574.82 3737530.46 0.04759 (15082724) 419594.82 3737530.46 0.04646 (15082724) 419614.82 3737530.46 0.04525 (15082724) 419634.82 3737530.46 0.04396 (15082724) 419654.82 3737530.46 0.04294 (14092604) 419274.82 3737550.46 0.08726 (14110420) 419294.82 3737550.46 0.08143 (14092203) 419314.82 3737550.46 0.07725 (15090705) 419334.82 3737550.46 0.07328 (15090705) 419354.82 3737550.46 0.06893 (15101103) 419374.82 3737550.46 0.06623 (15101103) 419394.82 3737550.46 0.06319 (12101721) 419414.82 3737550.46 0.06099 (12091201) 419434.82 3737550.46 0.05850 (12091201) 419454.82 3737550.46 0.05590 (15123108) 419474.82 3737550.46 0.05431 (13012308) 419494.82 3737550.46 0.05280 (13012308) 419514.82 3737550.46 0.05113 (13012308) 419534.82 3737550.46 0.04935 (15082724) 419554.82 3737550.46 0.04823 (15082724) 419574.82 3737550.46 0.04697 (15082724) 419594.82 3737550.46 0.04560 (15082724) 419614.82 3737550.46 0.04443 (14092604) 419634.82 3737550.46 0.04349 (14092604) 419654.82 3737550.46 0.04237 (14092604) 419274.82 3737570.46 0.08293 (14092203) 419294.82 3737570.46 0.07856 (15090705) 419314.82 3737570.46 0.07435 (15090705) 419334.82 3737570.46 0.07001 (15101103) 419354.82 3737570.46 0.06707 (15101103) 419374.82 3737570.46 0.06389 (12091201) 419394.82 3737570.46 0.06163 (12091201) 419414.82 3737570.46 0.05893 (12091201) 419434.82 3737570.46 0.05663 (13012308) 419454.82 3737570.46 0.05517 (13012308) 419474.82 3737570.46 0.05352 (13012308) 419494.82 3737570.46 0.05168 (13012308) 419514.82 3737570.46 0.05003 (15082724) 419534.82 3737570.46 0.04879 (15082724) 419554.82 3737570.46 0.04738 (15082724) 419574.82 3737570.46 0.04604 (14092604) 419594.82 3737570.46 0.04499 (14092604) 419614.82 3737570.46 0.04390 (14092604) 419634.82 3737570.46 0.04275 (14092604) 419654.82 3737570.46 0.04175 (13091205) Page 95 MainPlace_r.ADO 419254.82 3737590.46 0.08450 (14092203) 3737590.46 0.07993 (15090705) 419294.82 3737590.46 0.07544 (15090705) 3737590.46 0.07111 (15101103) 419334.82 3737590.46 0.06791 (15101103) 3737590.46 0.06470 (12091201) 419374.82 3737590.46 0.06223 (12091201) 3737590.46 0.05948 (15123108) 419414.82 3737590.46 0.05758 (13012308) 3737590.46 0.05597 (13012308) 419454.82 3737590.46 0.05415 (13012308) 3737590.46 0.05212 (13012308) 419494.82 3737590.46 0.05064 (15082724) 3737590.46 0.04924 (15082724) 419534.82 3737590.46 0.04777 (14092604) 3737590.46 0.04666 (14092604) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 41 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 3737590.46 0.04546 (14092604) 419594.82 3737590.46 0.04421 (14092604) 419614.82 3737590.46 0.04317 (13091205) 419634.82 Page 96 MainPlace r.ADO 3737590.46 0.04233 (13091205) 419654.82 3737590.46 0.04141 (13091205) 419254.82 3737610.46 0.08135 (15090705) 419274.82 3737610.46 0.07658 (15090705) 419294.82 3737610.46 0.07219 (15101103) 419314.82 3737610.46 0.06870 (15101103) 419334.82 3737610.46 0.06582 (12091201) 419354.82 3737610.46 0.06280 (12091201) 419374.82 3737610.46 0.06003 (13012308) 419394.82 3737610.46 0.05849 (13012308) 419414.82 3737610.46 0.05670 (13012308) 419434.82 3737610.46 0.05467 (13012308) 419454.82 3737610.46 0.05255 (15082724) 419474.82 3737610.46 0.05115 (15082724) 419494.82 3737610.46 0.04963 (12010608) 419514.82 3737610.46 0.04847 (14092604) 419534.82 3737610.46 0.04719 (14092604) 419554.82 3737610.46 0.04582 (14092604) 419574.82 3737610.46 0.04465 (13091205) 419594.82 3737610.46 0.04373 (13091205) 419614.82 3737610.46 0.04276 (13091205) 419634.82 3737610.46 0.04189 (12110522) 419654.82 3737610.46 0.04121 (12081805) 419254.82 3737630.46 0.07764 (15090705) 419274.82 3737630.46 0.07319 (15101103) 419294.82 3737630.46 0.06988 (12101721) 419314.82 3737630.46 0.06687 (12091201) 419334.82 3737630.46 0.06352 (15123108) 419354.82 3737630.46 0.06117 (13012308) 419374.82 3737630.46 0.05935 (13012308) 419394.82 3737630.46 0.05732 (13012308) 419414.82 3737630.46 0.05507 (13012308) 419434.82 3737630.46 0.05312 (15082724) 419454.82 3737630.46 0.05170 (12010608) 419474.82 3737630.46 0.05033 (14092604) 419494.82 3737630.46 0.04904 (14092604) 419514.82 3737630.46 0.04762 (14092604) 419534.82 3737630.46 0.04620 (13091205) 419554.82 3737630.46 0.04524 (13091205) 419574.82 3737630.46 0.04418 (13091205) 419594.82 3737630.46 0.04328 (12081805) 419614.82 3737630.46 0.04256 (12081805) 419634.82 3737630.46 0.04183 (12081805) 419654.82 3737630.46 0.04098 (12081805) 419234.82 3737650.46 0.07861 (15090705) 419254.82 3737650.46 0.07418 (15101103) 419274.82 3737650.46 0.07102 (12091201) 419294.82 3737650.46 0.06779 (12091201) 419314.82 Page 97 MainPlace_r.ADO 3737650.46 0.06420 (13012308) 419334.82 3737650.46 0.06229 (13012308) 3737650.46 0.06016 (13012308) 419374.82 3737650.46 0.05782 (13012308) 3737650.46 0.05532 (12010608) 419414.82 3737650.46 0.05386 (12010608) 3737650.46 0.05227 (12010608) 419454.82 3737650.46 0.05094 (14092604) 3737650.46 0.04947 (14092604) 419494.82 3737650.46 0.04788 (14092604) 3737650.46 0.04680 (13091205) 419534.82 3737650.46 0.04570 (13091205) 3737650.46 0.04482 (12110522) 419574.82 3737650.46 0.04400 (12081805) 3737650.46 0.04316 (12081805) 419614.82 3737650.46 0.04231 (15101019) 3737650.46 0.04161 (15101019) 419654.82 3737650.46 0.04087 (15101019) 3737670.46 0.07524 (12101721) 419254.82 3737670.46 0.07200 (12091201) 3737670.46 0.06846 (12091201) 419294.82 3737670.46 0.06542 (13012308) 3737670.46 0.06322 (13012308) 419334.82 3737670.46 0.06079 (13012308) 3737670.46 0.05816 (13012308) 419374.82 3737670.46 0.05623 (12010608) 3737670.46 0.05452 (12010608) 419414.82 3737670.46 0.05292 (14092604) 3737670.46 0.05139 (14092604) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 42 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 12/30/18 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 Page 98 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** ** MainPlace_r.ADO *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04974 - - (14092604) 419474.82 3737670.46 0.04843 (13091205) 419494.82 3737670.46 0.04730 (12110522) 419514.82 3737670.46 0.04646 (12110522) 419534.82 3737670.46 0.04556 (12110522) 419554.82 3737670.46 0.04462 (12110522) 419574.82 3737670.46 0.04367 (12081805) 419594.82 3737670.46 0.04292 (15101019) 419614.82 3737670.46 0.04214 (15101019) 419634.82 3737670.46 0.04130 (15101019) 419654.82 3737670.46 0.04062 (12102122) 419234.82 3737690.46 0.07283 (12091201) 419254.82 3737690.46 0.06893 (12091201) 419274.82 3737690.46 0.06655 (13012308) 419294.82 3737690.46 0.06405 (13012308) 419314.82 3737690.46 0.06129 (13012308) 419334.82 3737690.46 0.05882 (12010608) 419354.82 3737690.46 0.05698 (12010608) 419374.82 3737690.46 0.05519 (14092604) 419394.82 3737690.46 0.05346 (14092604) 419414.82 3737690.46 0.05167 (14092604) 419434.82 3737690.46 0.05027 (15082906) 419454.82 3737690.46 0.04907 (12110522) 419474.82 3737690.46 0.04817 (12110522) 419494.82 3737690.46 0.04720 (12110522) 419514.82 3737690.46 0.04619 (12110522) 419534.82 3737690.46 0.04513 (12110522) 419554.82 3737690.46 0.04421 (15101019) 419574.82 3737690.46 0.04348 (12102122) 419594.82 3737690.46 0.04275 (12102122) 419614.82 3737690.46 0.04195 (12102122) 419634.82 3737690.46 0.04122 (13020118) 419654.82 3737690.46 0.04062 (13020118) 419234.82 3737710.46 0.07002 (13012308) 419254.82 3737710.46 0.06758 (13012308) 419274.82 3737710.46 0.06474 (13012308) 419294.82 3737710.46 0.06166 (12010608) 419314.82 3737710.46 0.05969 (12010608) Page 99 MainPlace r.ADO 419334.82 3737710.46 0.05772 (14092604) 419354.82 3737710.46 0.05584 (14092604) 419374.82 3737710.46 0.05386 (14092604) 419394.82 3737710.46 0.05228 (15082906) 419414.82 3737710.46 0.05090 (12110522) 419434.82 3737710.46 0.04995 (12110522) 419454.82 3737710.46 0.04892 (12110522) 419474.82 3737710.46 0.04782 (12110522) 419494.82 3737710.46 0.04667 (12110522) 419514.82 3737710.46 0.04566 (12102122) 419534.82 3737710.46 0.04494 (12102122) 419554.82 3737710.46 0.04420 (12102122) 419574.82 3737710.46 0.04341 (12102122) 419594.82 3737710.46 0.04264 (13020118) 419614.82 3737710.46 0.04201 (15103020) 419634.82 3737710.46 0.04160 (15103020) 419654.82 3737710.46 0.04113 (15103020) 419234.82 3737730.46 0.06848 (13012308) 419254.82 3737730.46 0.06525 (13012308) 419274.82 3737730.46 0.06265 (12010608) 419294.82 3737730.46 0.06046 (14092604) 419314.82 3737730.46 0.05844 (14092604) 419334.82 3737730.46 0.05630 (14092604) 419354.82 3737730.46 0.05444 (15082906) 419374.82 3737730.46 0.05303 (12110522) 419394.82 3737730.46 0.05187 (12110522) 419414.82 3737730.46 0.05070 (12110522) 419434.82 3737730.46 0.04952 (12110522) 419454.82 3737730.46 0.04828 (12110522) 419474.82 3737730.46 0.04725 (12102122) 419494.82 3737730.46 0.04648 (12102122) 419514.82 3737730.46 0.04566 (12102122) 419534.82 3737730.46 0.04480 (12102122) 419554.82 3737730.46 0.04409 (15103020) 419574.82 3737730.46 0.04369 (15103020) 419594.82 3737730.46 0.04326 (15103020) 419614.82 3737730.46 0.04279 (15103020) 419634.82 3737730.46 0.04229 (15103020) 419654.82 3737730.46 0.04177 (15103020) 419234.82 3737750.46 0.06597 (12010608) 419254.82 3737750.46 0.06349 (12010608) 419274.82 3737750.46 0.06126 (14092604) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 43 Page 100 MainPlace_r.ADO *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** ** 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - 0.05895 - - (14092604) 419314.82 3737750.46 0.05681 (15082906) 419334.82 3737750.46 0.05540 (12110522) 419354.82 3737750.46 0.05405 (12110522) 419374.82 3737750.46 0.05269 (12110522) 419394.82 3737750.46 0.05133 (12110522) 419414.82 3737750.46 0.04996 (12110522) 419434.82 3737750.46 0.04884 (12102122) 419454.82 3737750.46 0.04800 (12102122) 419474.82 3737750.46 0.04716 (12102122) 419494.82 3737750.46 0.04628 (15103020) 419514.82 3737750.46 0.04584 (15103020) 419534.82 3737750.46 0.04539 (15103020) 419554.82 3737750.46 0.04493 (15103020) 419574.82 3737750.46 0.04444 (15103020) 419594.82 3737750.46 0.04394 (15103020) 419614.82 3737750.46 0.04343 (15103020) 419634.82 3737750.46 0.04290 (14110521) 419654.82 3737750.46 0.04263 (14110521) 419234.82 3737770.46 0.06454 (14092604) 419254.82 3737770.46 0.06199 (14092604) 419274.82 3737770.46 0.05948 (12110522) 419294.82 3737770.46 0.05795 (12110522) 419314.82 3737770.46 0.05643 (12110522) 419334.82 3737770.46 0.05488 (12110522) 419354.82 Page 101 MainPlace r.ADO 3737770.46 0.05332 (12110522) 419374.82 3737770.46 0.05175 (12110522) 419394.82 3737770.46 0.05062 (12102122) 419414.82 3737770.46 0.04964 (12102122) 419434.82 3737770.46 0.04865 (12102122) 419454.82 3737770.46 0.04805 (15103020) 419474.82 3737770.46 0.04765 (15103020) 419494.82 3737770.46 0.04719 (15103020) 419514.82 3737770.46 0.04668 (15103020) 419534.82 3737770.46 0.04617 (15103020) 419554.82 3737770.46 0.04560 (15103020) 419574.82 3737770.46 0.04517 (14110521) 419594.82 3737770.46 0.04490 (14110521) 419614.82 3737770.46 0.04458 (14110521) 419634.82 3737770.46 0.04415 (14110521) 419654.82 3737770.46 0.04377 (14110521) 419254.82 3737790.46 0.06087 (12110522) 419274.82 3737790.46 0.05905 (12110522) 419294.82 3737790.46 0.05726 (12110522) 419314.82 3737790.46 0.05549 (12110522) 419334.82 3737790.46 0.05395 (12102122) 419354.82 3737790.46 0.05268 (12102122) 419374.82 3737790.46 0.05144 (12102122) 419394.82 3737790.46 0.05054 (15103020) 419414.82 3737790.46 0.05001 (15103020) 419434.82 3737790.46 0.04949 (15103020) 419454.82 3737790.46 0.04900 (15103020) 419474.82 3737790.46 0.04851 (15103020) 419494.82 3737790.46 0.04797 (15103020) 419514.82 3737790.46 0.04756 (14110521) 419534.82 3737790.46 0.04729 (14110521) 419554.82 3737790.46 0.04697 (14110521) 419574.82 3737790.46 0.04663 (14110521) 419594.82 3737790.46 0.04624 (14110521) 419614.82 3737790.46 0.04578 (14110521) 419634.82 3737790.46 0.04520 (14110521) 419654.82 3737790.46 0.04470 (14081505) 419274.82 3737810.46 0.05786 (12110522) 419294.82 3737810.46 0.05639 (12102122) 419314.82 3737810.46 0.05498 (12102122) 419334.82 3737810.46 0.05378 (15103020) 419354.82 3737810.46 0.05295 (15103020) 419374.82 3737810.46 0.05220 (15103020) 419394.82 3737810.46 0.05154 (15103020) 419414.82 3737810.46 0.05093 (15103020) 419434.82 3737810.46 0.05036 (15081404) 419454.82 3737810.46 0.05008 (15081404) 419474.82 3737810.46 0.04979 (14110521) 419494.82 Page 102 MainPlace_r.ADO 3737810.46 0.04953 (14110521) 419514.82 3737810.46 0.04919 (14110521) 3737810.46 0.04880 (14110521) 419554.82 3737810.46 0.04834 (14110521) 3737810.46 0.04784 (13092106) 419594.82 3737810.46 0.04758 (13092106) 3737810.46 0.04726 (13092106) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 44 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419534.82 419574.82 419614.82 12/30/18 1-HR AVERAGE CONCENTRATION � , L0006955 , L0006932 cco f fflu.... *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04696 - - (14050303) 419654.82 3737810.46 0.04672 (14050303) 419294.82 3737830.46 0.05655 (15103020) 419314.82 3737830.46 0.05561 (15103020) 419334.82 3737830.46 0.05470 (15103020) 419354.82 3737830.46 0.05385 (15103020) 419374.82 3737830.46 0.05320 (15081404) 419394.82 3737830.46 0.05281 (15081404) 419414.82 3737830.46 0.05247 (15081404) 419434.82 3737830.46 0.05216 (15081404) 419454.82 3737830.46 0.05183 (15081404) 419474.82 3737830.46 0.05145 (14110521) Page 103 MainPlace r.ADO 419494.82 3737830.46 0.05100 (14110521) 419514.82 3737830.46 0.05078 (13092106) 419534.82 3737830.46 0.05054 (13092106) 419554.82 3737830.46 0.05033 (14050303) 419574.82 3737830.46 0.05009 (14050303) 419594.82 3737830.46 0.04977 (14050303) 419614.82 3737830.46 0.04937 (14050303) 419634.82 3737830.46 0.04889 (14050303) 419654.82 3737830.46 0.04859 (12072004) 419314.82 3737850.46 0.05649 (14110521) 419334.82 3737850.46 0.05592 (14110521) 419354.82 3737850.46 0.05543 (14110521) 419374.82 3737850.46 0.05501 (14110521) 419394.82 3737850.46 0.05462 (14110521) 419414.82 3737850.46 0.05419 (14110521) 419434.82 3737850.46 0.05406 (13092106) 419454.82 3737850.46 0.05390 (13092106) 419474.82 3737850.46 0.05377 (14050303) 419494.82 3737850.46 0.05358 (14050303) 419514.82 3737850.46 0.05326 (14050303) 419534.82 3737850.46 0.05284 (14050303) 419554.82 3737850.46 0.05253 (12072004) 419574.82 3737850.46 0.05233 (12072004) 419594.82 3737850.46 0.05206 (12072004) 419614.82 3737850.46 0.05173 (12072004) 419634.82 3737850.46 0.05134 (12072004) 419654.82 3737850.46 0.05094 (12072004) 419514.82 3737870.46 0.05558 (12072004) 419534.82 3737870.46 0.05512 (12072004) 419554.82 3737870.46 0.05486 (15092624) 419574.82 3737870.46 0.05460 (15092624) 419594.82 3737870.46 0.05432 (15092624) 419614.82 3737870.46 0.05401 (15092624) 419634.82 3737870.46 0.05368 (15092624) 419654.82 3737870.46 0.05334 (15092624) 419514.82 3737890.46 0.05652 (12081901) 419534.82 3737890.46 0.05613 (12081901) 419554.82 3737890.46 0.05570 (12081901) 419574.82 3737890.46 0.05528 (12081901) 419594.82 3737890.46 0.05491 (12081901) 419614.82 3737890.46 0.05455 (12081901) 419634.82 3737890.46 0.05420 (12081901) 419654.82 3737890.46 0.05391 (16092022) 419674.82 3737890.46 0.05383 (16092022) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 Page 104 MainPlace r.ADO PAGE 45 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 1-HR AVERAGE CONCENTRATION , L0006932 , L0006955 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - 0.10433 - - (14071805) 419414.82 3737330.46 0.09549 (14091502) 419434.82 3737330.46 0.08801 (16082805) 419454.82 3737330.46 0.08276 (14050301) 419474.82 3737330.46 0.07781 (14050301) 419494.82 3737330.46 0.07341 (14092203) 419514.82 3737330.46 0.06958 (14092203) 419534.82 3737330.46 0.06593 (13082603) 419554.82 3737330.46 0.06256 (15090705) 419574.82 3737330.46 0.05950 (15090705) 419594.82 3737330.46 0.05713 (12120206) 419614.82 3737330.46 0.05494 (12120206) 419634.82 3737330.46 0.05332 (12101721) 419654.82 3737330.46 0.05167 (12101721) 419374.82 3737350.46 0.10656 (14071805) 419394.82 3737350.46 0.09796 (14091502) 419414.82 3737350.46 0.08987 (13012419) 419434.82 3737350.46 0.08425 (14050301) 419454.82 3737350.46 0.07929 (14050301) 419474.82 3737350.46 0.07459 (14092203) 419494.82 3737350.46 0.07078 (14092203) 419514.82 3737350.46 0.06705 (13082603) 419534.82 3737350.46 0.06386 (15090705) 419554.82 Page 105 MainPlace r.ADO 3737350.46 0.06073 (15090705) 419574.82 3737350.46 0.05795 (12120206) 419594.82 3737350.46 0.05577 (12101721) 419614.82 3737350.46 0.05414 (12101721) 419634.82 3737350.46 0.05244 (12101721) 419654.82 3737350.46 0.05062 (12101721) 419374.82 3737370.46 0.10027 (14091502) 419394.82 3737370.46 0.09181 (13012419) 419414.82 3737370.46 0.08569 (14050301) 419434.82 3737370.46 0.08072 (14050301) 419454.82 3737370.46 0.07574 (14092203) 419474.82 3737370.46 0.07188 (14092203) 419494.82 3737370.46 0.06810 (13082603) 419514.82 3737370.46 0.06479 (15090705) 419534.82 3737370.46 0.06150 (15090705) 419554.82 3737370.46 0.05872 (12120206) 419574.82 3737370.46 0.05659 (12101721) 419594.82 3737370.46 0.05487 (12101721) 419614.82 3737370.46 0.05308 (12101721) 419634.82 3737370.46 0.05118 (12101721) 419654.82 3737370.46 0.04910 (12101721) 419354.82 3737390.46 0.10245 (14091502) 419374.82 3737390.46 0.09369 (13012419) 419394.82 3737390.46 0.08710 (14050301) 419414.82 3737390.46 0.08213 (14050301) 419434.82 3737390.46 0.07687 (14092203) 419454.82 3737390.46 0.07297 (14092203) 419474.82 3737390.46 0.06911 (15090705) 419494.82 3737390.46 0.06596 (15090705) 419514.82 3737390.46 0.06252 (15090705) 419534.82 3737390.46 0.05948 (12120206) 419554.82 3737390.46 0.05740 (12101721) 419574.82 3737390.46 0.05562 (12101721) 419594.82 3737390.46 0.05374 (12101721) 419614.82 3737390.46 0.05172 (12101721) 419634.82 3737390.46 0.04964 (12091201) 419654.82 3737390.46 0.04775 (13050402) 419354.82 3737410.46 0.09595 (14091502) 419374.82 3737410.46 0.08841 (14050301) 419394.82 3737410.46 0.08353 (14050301) 419414.82 3737410.46 0.07802 (14092203) 419434.82 3737410.46 0.07405 (14092203) 419454.82 3737410.46 0.07015 (15090705) 419474.82 3737410.46 0.06697 (15090705) 419494.82 3737410.46 0.06354 (15090705) 419514.82 3737410.46 0.06009 (12120206) 419534.82 3737410.46 0.05813 (12101721) 419554.82 3737410.46 0.05634 (12101721) 419574.82 Page 106 MainPlace_r.ADO 3737410.46 0.05440 (12101721) 419594.82 3737410.46 0.05226 (12101721) 3737410.46 0.05025 (12091201) 419634.82 3737410.46 0.04832 (13050402) 3737410.46 0.04682 (15062904) 419334.82 3737430.46 0.09817 (14091502) 3737430.46 0.08953 (14110420) 419374.82 3737430.46 0.08486 (14050301) 3737430.46 0.07932 (14050301) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 46 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 *** EMS 419614.82 419654.82 419354.82 419394.82 12/30/18 1-HR AVERAGE CONCENTRATION , L0006932 ....•m;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.07511 - - (14092203) 419434.82 3737430.46 0.07118 (15090705) 419454.82 3737430.46 0.06790 (15090705) 419474.82 3737430.46 0.06438 (15090705) 419494.82 3737430.46 0.06082 (15101103) 419514.82 3737430.46 0.05884 (12101721) 419534.82 3737430.46 0.05703 (12101721) 419554.82 3737430.46 0.05500 (12101721) 419574.82 3737430.46 0.05280 (12091201) 419594.82 3737430.46 0.05072 (12091201) Page 107 MainPlace r.ADO 419614.82 3737430.46 0.04876 (13050402) 419634.82 3737430.46 0.04731 (15062904) 419654.82 3737430.46 0.04603 (14072104) 419334.82 3737450.46 0.09107 (12031323) 419354.82 3737450.46 0.08607 (14110420) 419374.82 3737450.46 0.08060 (14050301) 419394.82 3737450.46 0.07614 (14092203) 419414.82 3737450.46 0.07219 (15090705) 419434.82 3737450.46 0.06884 (15090705) 419454.82 3737450.46 0.06516 (15090705) 419474.82 3737450.46 0.06178 (15101103) 419494.82 3737450.46 0.05955 (12101721) 419514.82 3737450.46 0.05769 (12101721) 419534.82 3737450.46 0.05555 (12101721) 419554.82 3737450.46 0.05344 (12091201) 419574.82 3737450.46 0.05124 (12091201) 419594.82 3737450.46 0.04935 (14101923) 419614.82 3737450.46 0.04796 (14101923) 419634.82 3737450.46 0.04651 (14072104) 419654.82 3737450.46 0.04506 (14072104) 419314.82 3737470.46 0.09284 (13012419) 419334.82 3737470.46 0.08733 (14110420) 419354.82 3737470.46 0.08183 (14050301) 419374.82 3737470.46 0.07713 (14092203) 419394.82 3737470.46 0.07319 (15090705) 419414.82 3737470.46 0.06975 (15090705) 419434.82 3737470.46 0.06591 (15090705) 419454.82 3737470.46 0.06268 (15101103) 419474.82 3737470.46 0.06031 (12101721) 419494.82 3737470.46 0.05835 (12101721) 419514.82 3737470.46 0.05610 (12091201) 419534.82 3737470.46 0.05400 (12091201) 419554.82 3737470.46 0.05170 (13050402) 419574.82 3737470.46 0.05009 (14101923) 419594.82 3737470.46 0.04866 (14101923) 419614.82 3737470.46 0.04704 (14101923) 419634.82 3737470.46 0.04538 (12111524) 419654.82 3737470.46 0.04451 (15082724) 419314.82 3737490.46 0.08869 (14110420) 419334.82 3737490.46 0.08308 (14110420) 419354.82 3737490.46 0.07789 (14092203) 419374.82 3737490.46 0.07411 (15090705) 419394.82 3737490.46 0.07064 (15090705) 419414.82 3737490.46 0.06666 (15090705) 419434.82 3737490.46 0.06358 (15101103) 419454.82 3737490.46 0.06109 (12101721) 419474.82 3737490.46 0.05898 (12101721) 419494.82 3737490.46 0.05677 (12091201) Page 108 MainPlace_r.ADO 419514.82 3737490.46 0.05452 (12091201) 3737490.46 0.05222 (16101104) 419554.82 3737490.46 0.05077 (14101923) 3737490.46 0.04928 (14101923) 419594.82 3737490.46 0.04763 (13012308) 3737490.46 0.04616 (15082724) 419634.82 3737490.46 0.04519 (15082724) 3737490.46 0.04418 (15082724) 419294.82 3737510.46 0.08987 (14110420) 3737510.46 0.08439 (14110420) 419334.82 3737510.46 0.07898 (14092203) 3737510.46 0.07490 (15090705) 419374.82 3737510.46 0.07147 (15090705) 3737510.46 0.06736 (15090705) 419414.82 3737510.46 0.06448 (15101103) 3737510.46 0.06184 (12101721) 419454.82 3737510.46 0.05959 (12101721) 3737510.46 0.05740 (12091201) 419494.82 3737510.46 0.05498 (12091201) 3737510.46 0.05286 (14101923) 419534.82 3737510.46 0.05142 (14101923) 3737510.46 0.04983 (13012308) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 47 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S) L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 L0006957 , L0006958 Emma ** 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/30/18 1-HR AVERAGE CONCENTRATION , L0006932 ..o.•�;, MEAMIOY.L•1M *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Page 109 MainPlace r.ADO Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - 0.04829 - - (13012308) 419594.82 3737510.46 0.04689 (15082724) 419614.82 3737510.46 0.04588 (15082724) 419634.82 3737510.46 0.04476 (15082724) 419654.82 3737510.46 0.04356 (15082724) 419294.82 3737530.46 0.08575 (14110420) 419314.82 3737530.46 0.08008 (14092203) 419334.82 3737530.46 0.07602 (15090705) 419354.82 3737530.46 0.07227 (15090705) 419374.82 3737530.46 0.06801 (15090705) 419394.82 3737530.46 0.06537 (15101103) 419414.82 3737530.46 0.06254 (12101721) 419434.82 3737530.46 0.06028 (12091201) 419454.82 3737530.46 0.05799 (12091201) 419474.82 3737530.46 0.05536 (12091201) 419494.82 3737530.46 0.05360 (14101923) 419514.82 3737530.46 0.05202 (13012308) 419534.82 3737530.46 0.05041 (13012308) 419554.82 3737530.46 0.04877 (13012308) 419574.82 3737530.46 0.04759 (15082724) 419594.82 3737530.46 0.04646 (15082724) 419614.82 3737530.46 0.04525 (15082724) 419634.82 3737530.46 0.04396 (15082724) 419654.82 3737530.46 0.04294 (14092604) 419274.82 3737550.46 0.08726 (14110420) 419294.82 3737550.46 0.08143 (14092203) 419314.82 3737550.46 0.07725 (15090705) 419334.82 3737550.46 0.07328 (15090705) 419354.82 3737550.46 0.06893 (15101103) 419374.82 3737550.46 0.06623 (15101103) 419394.82 3737550.46 0.06319 (12101721) 419414.82 3737550.46 0.06099 (12091201) 419434.82 3737550.46 0.05850 (12091201) 419454.82 3737550.46 0.05590 (15123108) 419474.82 3737550.46 0.05431 (13012308) 419494.82 3737550.46 0.05280 (13012308) 419514.82 3737550.46 0.05113 (13012308) 419534.82 3737550.46 0.04935 (15082724) 419554.82 3737550.46 0.04823 (15082724) 419574.82 3737550.46 0.04697 (15082724) 419594.82 3737550.46 0.04560 (15082724) 419614.82 3737550.46 0.04443 (14092604) 419634.82 3737550.46 0.04349 (14092604) 419654.82 3737550.46 0.04237 (14092604) 419274.82 3737570.46 0.08293 (14092203) 419294.82 Page 110 MainPlace_r.ADO 3737570.46 0.07856 (15090705) 419314.82 3737570.46 0.07435 (15090705) 3737570.46 0.07001 (15101103) 419354.82 3737570.46 0.06707 (15101103) 3737570.46 0.06389 (12091201) 419394.82 3737570.46 0.06163 (12091201) 3737570.46 0.05893 (12091201) 419434.82 3737570.46 0.05663 (13012308) 3737570.46 0.05517 (13012308) 419474.82 3737570.46 0.05352 (13012308) 3737570.46 0.05168 (13012308) 419514.82 3737570.46 0.05003 (15082724) 3737570.46 0.04879 (15082724) 419554.82 3737570.46 0.04738 (15082724) 3737570.46 0.04604 (14092604) 419594.82 3737570.46 0.04499 (14092604) 3737570.46 0.04390 (14092604) 419634.82 3737570.46 0.04275 (14092604) 3737570.46 0.04175 (13091205) 419254.82 3737590.46 0.08450 (14092203) 3737590.46 0.07993 (15090705) 419294.82 3737590.46 0.07544 (15090705) 3737590.46 0.07111 (15101103) 419334.82 3737590.46 0.06791 (15101103) 3737590.46 0.06470 (12091201) 419374.82 3737590.46 0.06223 (12091201) 3737590.46 0.05948 (15123108) 419414.82 3737590.46 0.05758 (13012308) 3737590.46 0.05597 (13012308) 419454.82 3737590.46 0.05415 (13012308) 3737590.46 0.05212 (13012308) 419494.82 3737590.46 0.05064 (15082724) 3737590.46 0.04924 (15082724) 419534.82 3737590.46 0.04777 (14092604) 3737590.46 0.04666 (14092604) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 48 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL L0006933 , L0006934 L0006936 *** THE 1ST HIGHEST *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 Page 111 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 12/30/18 1-HR AVERAGE CONCENTRATION .... , L0006932 *** ** MainPlace_r.ADO L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 l�LLLISPli MR91IOY.L•1M MKII' IoY.LolLe l�LLLY.L•17� *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.04546 - - (14092604) 419594.82 3737590.46 0.04421 (14092604) 419614.82 3737590.46 0.04317 (13091205) 419634.82 3737590.46 0.04233 (13091205) 419654.82 3737590.46 0.04141 (13091205) 419254.82 3737610.46 0.08135 (15090705) 419274.82 3737610.46 0.07658 (15090705) 419294.82 3737610.46 0.07219 (15101103) 419314.82 3737610.46 0.06870 (15101103) 419334.82 3737610.46 0.06582 (12091201) 419354.82 3737610.46 0.06280 (12091201) 419374.82 3737610.46 0.06003 (13012308) 419394.82 3737610.46 0.05849 (13012308) 419414.82 3737610.46 0.05670 (13012308) 419434.82 3737610.46 0.05467 (13012308) 419454.82 3737610.46 0.05255 (15082724) 419474.82 3737610.46 0.05115 (15082724) 419494.82 3737610.46 0.04963 (12010608) 419514.82 3737610.46 0.04847 (14092604) 419534.82 3737610.46 0.04719 (14092604) 419554.82 3737610.46 0.04582 (14092604) 419574.82 3737610.46 0.04465 (13091205) 419594.82 3737610.46 0.04373 (13091205) 419614.82 3737610.46 0.04276 (13091205) 419634.82 3737610.46 0.04189 (12110522) 419654.82 3737610.46 0.04121 (12081805) 419254.82 3737630.46 0.07764 (15090705) 419274.82 3737630.46 0.07319 (15101103) 419294.82 3737630.46 0.06988 (12101721) 419314.82 3737630.46 0.06687 (12091201) 419334.82 3737630.46 0.06352 (15123108) 419354.82 3737630.46 0.06117 (13012308) Page 112 MainPlace r.ADO 419374.82 3737630.46 0.05935 (13012308) 419394.82 3737630.46 0.05732 (13012308) 419414.82 3737630.46 0.05507 (13012308) 419434.82 3737630.46 0.05312 (15082724) 419454.82 3737630.46 0.05170 (12010608) 419474.82 3737630.46 0.05033 (14092604) 419494.82 3737630.46 0.04904 (14092604) 419514.82 3737630.46 0.04762 (14092604) 419534.82 3737630.46 0.04620 (13091205) 419554.82 3737630.46 0.04524 (13091205) 419574.82 3737630.46 0.04418 (13091205) 419594.82 3737630.46 0.04328 (12081805) 419614.82 3737630.46 0.04256 (12081805) 419634.82 3737630.46 0.04183 (12081805) 419654.82 3737630.46 0.04098 (12081805) 419234.82 3737650.46 0.07861 (15090705) 419254.82 3737650.46 0.07418 (15101103) 419274.82 3737650.46 0.07102 (12091201) 419294.82 3737650.46 0.06779 (12091201) 419314.82 3737650.46 0.06420 (13012308) 419334.82 3737650.46 0.06229 (13012308) 419354.82 3737650.46 0.06016 (13012308) 419374.82 3737650.46 0.05782 (13012308) 419394.82 3737650.46 0.05532 (12010608) 419414.82 3737650.46 0.05386 (12010608) 419434.82 3737650.46 0.05227 (12010608) 419454.82 3737650.46 0.05094 (14092604) 419474.82 3737650.46 0.04947 (14092604) 419494.82 3737650.46 0.04788 (14092604) 419514.82 3737650.46 0.04680 (13091205) 419534.82 3737650.46 0.04570 (13091205) 419554.82 3737650.46 0.04482 (12110522) 419574.82 3737650.46 0.04400 (12081805) 419594.82 3737650.46 0.04316 (12081805) 419614.82 3737650.46 0.04231 (15101019) 419634.82 3737650.46 0.04161 (15101019) 419654.82 3737650.46 0.04087 (15101019) 419234.82 3737670.46 0.07524 (12101721) 419254.82 3737670.46 0.07200 (12091201) 419274.82 3737670.46 0.06846 (12091201) 419294.82 3737670.46 0.06542 (13012308) 419314.82 3737670.46 0.06322 (13012308) 419334.82 3737670.46 0.06079 (13012308) 419354.82 3737670.46 0.05816 (13012308) 419374.82 3737670.46 0.05623 (12010608) 419394.82 3737670.46 0.05452 (12010608) 419414.82 3737670.46 0.05292 (14092604) 419434.82 3737670.46 0.05139 (14092604) Page 113 MainPlace_r.ADO T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace r\MainPlace r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 49 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - 0.04974 - - (14092604) 419474.82 3737670.46 0.04843 (13091205) 419494.82 3737670.46 0.04730 (12110522) 419514.82 3737670.46 0.04646 (12110522) 419534.82 3737670.46 0.04556 (12110522) 419554.82 3737670.46 0.04462 (12110522) 419574.82 3737670.46 0.04367 (12081805) 419594.82 3737670.46 0.04292 (15101019) 419614.82 3737670.46 0.04214 (15101019) 419634.82 3737670.46 0.04130 (15101019) 419654.82 3737670.46 0.04062 (12102122) 419234.82 3737690.46 0.07283 (12091201) 419254.82 3737690.46 0.06893 (12091201) 419274.82 3737690.46 0.06655 (13012308) 419294.82 3737690.46 0.06405 (13012308) 419314.82 3737690.46 0.06129 (13012308) 419334.82 3737690.46 0.05882 (12010608) 419354.82 3737690.46 0.05698 (12010608) 419374.82 3737690.46 0.05519 (14092604) 419394.82 Page 114 MainPlace r.ADO 3737690.46 0.05346 (14092604) 419414.82 3737690.46 0.05167 (14092604) 419434.82 3737690.46 0.05027 (15082906) 419454.82 3737690.46 0.04907 (12110522) 419474.82 3737690.46 0.04817 (12110522) 419494.82 3737690.46 0.04720 (12110522) 419514.82 3737690.46 0.04619 (12110522) 419534.82 3737690.46 0.04513 (12110522) 419554.82 3737690.46 0.04421 (15101019) 419574.82 3737690.46 0.04348 (12102122) 419594.82 3737690.46 0.04275 (12102122) 419614.82 3737690.46 0.04195 (12102122) 419634.82 3737690.46 0.04122 (13020118) 419654.82 3737690.46 0.04062 (13020118) 419234.82 3737710.46 0.07002 (13012308) 419254.82 3737710.46 0.06758 (13012308) 419274.82 3737710.46 0.06474 (13012308) 419294.82 3737710.46 0.06166 (12010608) 419314.82 3737710.46 0.05969 (12010608) 419334.82 3737710.46 0.05772 (14092604) 419354.82 3737710.46 0.05584 (14092604) 419374.82 3737710.46 0.05386 (14092604) 419394.82 3737710.46 0.05228 (15082906) 419414.82 3737710.46 0.05090 (12110522) 419434.82 3737710.46 0.04995 (12110522) 419454.82 3737710.46 0.04892 (12110522) 419474.82 3737710.46 0.04782 (12110522) 419494.82 3737710.46 0.04667 (12110522) 419514.82 3737710.46 0.04566 (12102122) 419534.82 3737710.46 0.04494 (12102122) 419554.82 3737710.46 0.04420 (12102122) 419574.82 3737710.46 0.04341 (12102122) 419594.82 3737710.46 0.04264 (13020118) 419614.82 3737710.46 0.04201 (15103020) 419634.82 3737710.46 0.04160 (15103020) 419654.82 3737710.46 0.04113 (15103020) 419234.82 3737730.46 0.06848 (13012308) 419254.82 3737730.46 0.06525 (13012308) 419274.82 3737730.46 0.06265 (12010608) 419294.82 3737730.46 0.06046 (14092604) 419314.82 3737730.46 0.05844 (14092604) 419334.82 3737730.46 0.05630 (14092604) 419354.82 3737730.46 0.05444 (15082906) 419374.82 3737730.46 0.05303 (12110522) 419394.82 3737730.46 0.05187 (12110522) 419414.82 3737730.46 0.05070 (12110522) 419434.82 3737730.46 0.04952 (12110522) 419454.82 3737730.46 0.04828 (12110522) 419474.82 Page 115 MainPlace_r.ADO 3737730.46 0.04725 (12102122) 419494.82 3737730.46 0.04648 (12102122) 3737730.46 0.04566 (12102122) 419534.82 3737730.46 0.04480 (12102122) 3737730.46 0.04409 (15103020) 419574.82 3737730.46 0.04369 (15103020) 3737730.46 0.04326 (15103020) 419614.82 3737730.46 0.04279 (15103020) 3737730.46 0.04229 (15103020) 419654.82 3737730.46 0.04177 (15103020) 3737750.46 0.06597 (12010608) 419254.82 3737750.46 0.06349 (12010608) 3737750.46 0.06126 (14092604) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 PAGE 50 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - - - - - 3737750.46 0.05895 - - (14092604) 419314.82 3737750.46 0.05681 (15082906) 419334.82 3737750.46 0.05540 (12110522) 419354.82 3737750.46 0.05405 (12110522) 419374.82 3737750.46 0.05269 (12110522) 419394.82 3737750.46 0.05133 (12110522) Page 116 MainPlace r.ADO 419414.82 3737750.46 0.04996 (12110522) 419434.82 3737750.46 0.04884 (12102122) 419454.82 3737750.46 0.04800 (12102122) 419474.82 3737750.46 0.04716 (12102122) 419494.82 3737750.46 0.04628 (15103020) 419514.82 3737750.46 0.04584 (15103020) 419534.82 3737750.46 0.04539 (15103020) 419554.82 3737750.46 0.04493 (15103020) 419574.82 3737750.46 0.04444 (15103020) 419594.82 3737750.46 0.04394 (15103020) 419614.82 3737750.46 0.04343 (15103020) 419634.82 3737750.46 0.04290 (14110521) 419654.82 3737750.46 0.04263 (14110521) 419234.82 3737770.46 0.06454 (14092604) 419254.82 3737770.46 0.06199 (14092604) 419274.82 3737770.46 0.05948 (12110522) 419294.82 3737770.46 0.05795 (12110522) 419314.82 3737770.46 0.05643 (12110522) 419334.82 3737770.46 0.05488 (12110522) 419354.82 3737770.46 0.05332 (12110522) 419374.82 3737770.46 0.05175 (12110522) 419394.82 3737770.46 0.05062 (12102122) 419414.82 3737770.46 0.04964 (12102122) 419434.82 3737770.46 0.04865 (12102122) 419454.82 3737770.46 0.04805 (15103020) 419474.82 3737770.46 0.04765 (15103020) 419494.82 3737770.46 0.04719 (15103020) 419514.82 3737770.46 0.04668 (15103020) 419534.82 3737770.46 0.04617 (15103020) 419554.82 3737770.46 0.04560 (15103020) 419574.82 3737770.46 0.04517 (14110521) 419594.82 3737770.46 0.04490 (14110521) 419614.82 3737770.46 0.04458 (14110521) 419634.82 3737770.46 0.04415 (14110521) 419654.82 3737770.46 0.04377 (14110521) 419254.82 3737790.46 0.06087 (12110522) 419274.82 3737790.46 0.05905 (12110522) 419294.82 3737790.46 0.05726 (12110522) 419314.82 3737790.46 0.05549 (12110522) 419334.82 3737790.46 0.05395 (12102122) 419354.82 3737790.46 0.05268 (12102122) 419374.82 3737790.46 0.05144 (12102122) 419394.82 3737790.46 0.05054 (15103020) 419414.82 3737790.46 0.05001 (15103020) 419434.82 3737790.46 0.04949 (15103020) 419454.82 3737790.46 0.04900 (15103020) 419474.82 3737790.46 0.04851 (15103020) 419494.82 3737790.46 0.04797 (15103020) Page 117 MainPlace_r.ADO 419514.82 3737790.46 0.04756 (14110521) 3737790.46 0.04729 (14110521) 419554.82 3737790.46 0.04697 (14110521) 3737790.46 0.04663 (14110521) 419594.82 3737790.46 0.04624 (14110521) 3737790.46 0.04578 (14110521) 419634.82 3737790.46 0.04520 (14110521) 3737790.46 0.04470 (14081505) 419274.82 3737810.46 0.05786 (12110522) 3737810.46 0.05639 (12102122) 419314.82 3737810.46 0.05498 (12102122) 3737810.46 0.05378 (15103020) 419354.82 3737810.46 0.05295 (15103020) 3737810.46 0.05220 (15103020) 419394.82 3737810.46 0.05154 (15103020) 3737810.46 0.05093 (15103020) 419434.82 3737810.46 0.05036 (15081404) 3737810.46 0.05008 (15081404) 419474.82 3737810.46 0.04979 (14110521) 3737810.46 0.04953 (14110521) 419514.82 3737810.46 0.04919 (14110521) 3737810.46 0.04880 (14110521) 419554.82 3737810.46 0.04834 (14110521) 3737810.46 0.04784 (13092106) 419594.82 3737810.46 0.04758 (13092106) 3737810.46 0.04726 (13092106) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 51 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** Page 118 MainPlace_r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 ** X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - 0.04696 - - (14050303) 419654.82 3737810.46 0.04672 (14050303) 419294.82 3737830.46 0.05655 (15103020) 419314.82 3737830.46 0.05561 (15103020) 419334.82 3737830.46 0.05470 (15103020) 419354.82 3737830.46 0.05385 (15103020) 419374.82 3737830.46 0.05320 (15081404) 419394.82 3737830.46 0.05281 (15081404) 419414.82 3737830.46 0.05247 (15081404) 419434.82 3737830.46 0.05216 (15081404) 419454.82 3737830.46 0.05183 (15081404) 419474.82 3737830.46 0.05145 (14110521) 419494.82 3737830.46 0.05100 (14110521) 419514.82 3737830.46 0.05078 (13092106) 419534.82 3737830.46 0.05054 (13092106) 419554.82 3737830.46 0.05033 (14050303) 419574.82 3737830.46 0.05009 (14050303) 419594.82 3737830.46 0.04977 (14050303) 419614.82 3737830.46 0.04937 (14050303) 419634.82 3737830.46 0.04889 (14050303) 419654.82 3737830.46 0.04859 (12072004) 419314.82 3737850.46 0.05649 (14110521) 419334.82 3737850.46 0.05592 (14110521) 419354.82 3737850.46 0.05543 (14110521) 419374.82 3737850.46 0.05501 (14110521) 419394.82 3737850.46 0.05462 (14110521) 419414.82 3737850.46 0.05419 (14110521) 419434.82 3737850.46 0.05406 (13092106) 419454.82 3737850.46 0.05390 (13092106) 419474.82 3737850.46 0.05377 (14050303) 419494.82 3737850.46 0.05358 (14050303) 419514.82 3737850.46 0.05326 (14050303) 419534.82 3737850.46 0.05284 (14050303) 419554.82 3737850.46 0.05253 (12072004) 419574.82 3737850.46 0.05233 (12072004) 419594.82 3737850.46 0.05206 (12072004) 419614.82 3737850.46 0.05173 (12072004) 419634.82 3737850.46 0.05134 (12072004) 419654.82 3737850.46 0.05094 (12072004) 419514.82 3737870.46 0.05558 (12072004) 419534.82 3737870.46 0.05512 (12072004) 419554.82 Page 119 MainPlace_r.ADO 3737870.46 0.05486 (15092624) 419574.82 3737870.46 0.05460 (15092624) 3737870.46 0.05432 (15092624) 419614.82 3737870.46 0.05401 (15092624) 3737870.46 0.05368 (15092624) 419654.82 3737870.46 0.05334 (15092624) 3737890.46 0.05652 (12081901) 419534.82 3737890.46 0.05613 (12081901) 3737890.46 0.05570 (12081901) 419574.82 3737890.46 0.05528 (12081901) 3737890.46 0.05491 (12081901) 419614.82 3737890.46 0.05455 (12081901) 3737890.46 0.05420 (12081901) 419654.82 3737890.46 0.05391 (16092022) 3737890.46 0.05383 (16092022) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 PAGE 52 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 3737330.46 0.02599c (12120424) 419414.82 3737330.46 0.02587c (12120424) 419434.82 3737330.46 0.02546c (12120424) 419454.82 3737330.46 0.02476c (12120424) Page 120 MainPlace r.ADO 419474.82 3737330.46 0.02381c (12120424) 419494.82 3737330.46 0.02294c (12120424) 419514.82 3737330.46 0.02208c (12120424) 419534.82 3737330.46 0.02114c (12120424) 419554.82 3737330.46 0.02057 (13020124) 419574.82 3737330.46 0.02025 (13020124) 419594.82 3737330.46 0.01983 (13020124) 419614.82 3737330.46 0.01935 (13020124) 419634.82 3737330.46 0.01884 (13020124) 419654.82 3737330.46 0.01842 (13020124) 419374.82 3737350.46 0.02588c (12120424) 419394.82 3737350.46 0.02574c (12120424) 419414.82 3737350.46 0.02533c (12120424) 419434.82 3737350.46 0.02473c (12120424) 419454.82 3737350.46 0.02394c (12120424) 419474.82 3737350.46 0.02295c (12120424) 419494.82 3737350.46 0.02217c (12120424) 419514.82 3737350.46 0.02133c (12120424) 419534.82 3737350.46 0.02023c (12120424) 419554.82 3737350.46 0.01980 (13020124) 419574.82 3737350.46 0.01949 (13020124) 419594.82 3737350.46 0.01913 (13020124) 419614.82 3737350.46 0.01875 (13020124) 419634.82 3737350.46 0.01835 (13020124) 419654.82 3737350.46 0.01804 (13020124) 419374.82 3737370.46 0.02575c (12120424) 419394.82 3737370.46 0.02540c (12120424) 419414.82 3737370.46 0.02479c (12120424) 419434.82 3737370.46 0.02406c (12120424) 419454.82 3737370.46 0.02321c (12120424) 419474.82 3737370.46 0.02223c (12120424) 419494.82 3737370.46 0.02157c (12120424) 419514.82 3737370.46 0.02090c (12120424) 419534.82 3737370.46 0.02006 (13020124) 419554.82 3737370.46 0.01971 (13020124) 419574.82 3737370.46 0.01939 (13020124) 419594.82 3737370.46 0.01902 (13020124) 419614.82 3737370.46 0.01860 (13020124) 419634.82 3737370.46 0.01823 (13020124) 419654.82 3737370.46 0.01794 (13020124) 419354.82 3737390.46 0.02551c (12120424) 419374.82 3737390.46 0.02542c (12120424) 419394.82 3737390.46 0.02495c (12120424) 419414.82 3737390.46 0.02425c (12120424) 419434.82 3737390.46 0.02342c (12120424) 419454.82 3737390.46 0.02254c (12120424) 419474.82 3737390.46 0.02157c (12120424) 419494.82 3737390.46 0.02083c (12120424) Page 121 MainPlace_r.ADO 419514.82 3737390.46 0.02013c (12120424) 3737390.46 0.01965 (13020124) 419554.82 3737390.46 0.01932 (13020124) 3737390.46 0.01901 (13020124) 419594.82 3737390.46 0.01868 (13020124) 3737390.46 0.01835 (13020124) 419634.82 3737390.46 0.01806 (13020124) 3737390.46 0.01782 (13020124) 419354.82 3737410.46 0.02507c (12120424) 3737410.46 0.02495c (12120424) 419394.82 3737410.46 0.02442c (12120424) 3737410.46 0.02368c (12120424) 419434.82 3737410.46 0.02282c (12120424) 3737410.46 0.02192c (12120424) 419474.82 3737410.46 0.02094c (12120424) 3737410.46 0.02003c (12120424) 419514.82 3737410.46 0.01920 (13020124) 3737410.46 0.01903 (13020124) 419554.82 3737410.46 0.01877 (13020124) 3737410.46 0.01851 (13020124) 419594.82 3737410.46 0.01827 (13020124) 3737410.46 0.01808 (13020124) 419634.82 3737410.46 0.01790 (13020124) 3737410.46 0.01772 (13020124) 419334.82 3737430.46 0.02497c (12120424) 3737430.46 0.02465c (12120424) 419374.82 3737430.46 0.02441c (12120424) 3737430.46 0.02380c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 53 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: , L0006933 fflu000.•, fflu000.•• , L0006957 419534.82 419574.82 419614.82 419654.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419354.82 419394.82 12/30/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S): L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , L0006953 , L0006954 1[oIOIoY.L•i7il 000. 000.•, , L0006955 !1[o1MM-166M 000.•�o fflu000. *** DISCRETE CARTESIAN RECEPTOR POINTS Page 122 *** ** MainPlace r.ADO ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - 0.02305c - - (12120424) 419434.82 3737430.46 0.02218c (12120424) 419454.82 3737430.46 0.02105c (12120424) 419474.82 3737430.46 0.02017c (12120424) 419494.82 3737430.46 0.01935c (12120424) 419514.82 3737430.46 0.01889 (13020124) 419534.82 3737430.46 0.01873 (13020124) 419554.82 3737430.46 0.01857 (13020124) 419574.82 3737430.46 0.01840 (13020124) 419594.82 3737430.46 0.01828 (13020124) 419614.82 3737430.46 0.01817 (13020124) 419634.82 3737430.46 0.01800 (13020124) 419654.82 3737430.46 0.01765 (13020124) 419334.82 3737450.46 0.02458c (12120424) 419354.82 3737450.46 0.02424c (12120424) 419374.82 3737450.46 0.02384c (12120424) 419394.82 3737450.46 0.02320c (12120424) 419414.82 3737450.46 0.02241c (12120424) 419434.82 3737450.46 0.02151c (12120424) 419454.82 3737450.46 0.02044c (12120424) 419474.82 3737450.46 0.01960c (12120424) 419494.82 3737450.46 0.01883 (13020124) 419514.82 3737450.46 0.01875 (13020124) 419534.82 3737450.46 0.01858 (13020124) 419554.82 3737450.46 0.01842 (13020124) 419574.82 3737450.46 0.01830 (13020124) 419594.82 3737450.46 0.01821 (13020124) 419614.82 3737450.46 0.01811 (13020124) 419634.82 3737450.46 0.01792 (13020124) 419654.82 3737450.46 0.01750 (13020124) 419314.82 3737470.46 0.02505c (12120424) 419334.82 3737470.46 0.02425c (12120424) 419354.82 3737470.46 0.02382c (12120424) 419374.82 3737470.46 0.02330c (12120424) 419394.82 3737470.46 0.02260c (12120424) 419414.82 3737470.46 0.02174c (12120424) 419434.82 3737470.46 0.02081c (12120424) 419454.82 3737470.46 0.02003c (12120424) 419474.82 3737470.46 0.01920c (12120424) 419494.82 Page 123 MainPlace_r.ADO 3737470.46 0.01883 (13020124) 419514.82 3737470.46 0.01874 (13020124) 3737470.46 0.01856 (13020124) 419554.82 3737470.46 0.01832 (13020124) 3737470.46 0.01819 (13020124) 419594.82 3737470.46 0.01809 (13020124) 3737470.46 0.01795 (13020124) 419634.82 3737470.46 0.01770 (13020124) 3737470.46 0.01731 (13020124) 419314.82 3737490.46 0.02455c (12120424) 3737490.46 0.02386c (12120424) 419354.82 3737490.46 0.02314c (12120424) 3737490.46 0.02265c (12120424) 419394.82 3737490.46 0.02199c (12120424) 3737490.46 0.02122c (12120424) 419434.82 3737490.46 0.02040c (12120424) 3737490.46 0.01961c (12120424) 419474.82 3737490.46 0.01890 (13020124) 3737490.46 0.01882 (13020124) 419514.82 3737490.46 0.01868 (13020124) 3737490.46 0.01851 (13020124) 419554.82 3737490.46 0.01828 (13020124) 3737490.46 0.01810 (13020124) 419594.82 3737490.46 0.01792 (13020124) 3737490.46 0.01769 (13020124) 419634.82 3737490.46 0.01746 (13020124) 3737490.46 0.01707 (13020124) 419294.82 3737510.46 0.02460c (12120424) 3737510.46 0.02406c (12120424) 419334.82 3737510.46 0.02344c (12120424) 3737510.46 0.02257c (12120424) 419374.82 3737510.46 0.02210c (12120424) 3737510.46 0.02145c (12120424) 419414.82 3737510.46 0.02073c (12120424) 3737510.46 0.01996c (12120424) 419454.82 3737510.46 0.01914c (12120424) 3737510.46 0.01892 (13020124) 419494.82 3737510.46 0.01881 (13020124) 3737510.46 0.01866 (13020124) 419534.82 3737510.46 0.01851 (13020124) 3737510.46 0.01825 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 54 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* Page 124 12/30/18 419534.82 419574.82 419614.82 419654.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 MainPlace r.ADO *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737510.46 - - - - - 0.01800 - (13020124) 419594.82 3737510.46 0.01774 (13020124) 419614.82 3737510.46 0.01742 (13020124) 419634.82 3737510.46 0.01710 (13020124) 419654.82 3737510.46 0.01673 (13020124) 419294.82 3737530.46 0.02436c (12120424) 419314.82 3737530.46 0.02372c (12120424) 419334.82 3737530.46 0.02299c (12120424) 419354.82 3737530.46 0.02222c (12120424) 419374.82 3737530.46 0.02167c (12120424) 419394.82 3737530.46 0.02100c (12120424) 419414.82 3737530.46 0.02026c (12120424) 419434.82 3737530.46 0.01945c (12120424) 419454.82 3737530.46 0.01900 (13020124) 419474.82 3737530.46 0.01893 (13020124) 419494.82 3737530.46 0.01881 (13020124) 419514.82 3737530.46 0.01867 (13020124) 419534.82 3737530.46 0.01856 (13020124) 419554.82 3737530.46 0.01822 (13020124) 419574.82 3737530.46 0.01790 (13020124) 419594.82 3737530.46 0.01754 (13020124) 419614.82 3737530.46 0.01713 (13020124) 419634.82 3737530.46 0.01660 (13020124) 419654.82 3737530.46 0.01629 (13020124) 419274.82 3737550.46 0.02496c (12120424) 419294.82 3737550.46 0.02428c (12120424) Page 125 MainPlace r.ADO 419314.82 3737550.46 0.02353c (12120424) 419334.82 3737550.46 0.02272c (12120424) 419354.82 3737550.46 0.02188c (12120424) 419374.82 3737550.46 0.02123c (12120424) 419394.82 3737550.46 0.02052c (12120424) 419414.82 3737550.46 0.01973c (12120424) 419434.82 3737550.46 0.01901 (13020124) 419454.82 3737550.46 0.01898 (13020124) 419474.82 3737550.46 0.01888 (13020124) 419494.82 3737550.46 0.01872 (13020124) 419514.82 3737550.46 0.01853 (13020124) 419534.82 3737550.46 0.01834 (13020124) 419554.82 3737550.46 0.01803 (13020124) 419574.82 3737550.46 0.01769 (13020124) 419594.82 3737550.46 0.01731 (13020124) 419614.82 3737550.46 0.01689 (13020124) 419634.82 3737550.46 0.01642 (13020124) 419654.82 3737550.46 0.01615 (13020124) 419274.82 3737570.46 0.02500c (12120424) 419294.82 3737570.46 0.02418c (12120424) 419314.82 3737570.46 0.02333c (12120424) 419334.82 3737570.46 0.02244c (12120424) 419354.82 3737570.46 0.02149c (12120424) 419374.82 3737570.46 0.02076c (12120424) 419394.82 3737570.46 0.01997c (12120424) 419414.82 3737570.46 0.01916c (12120424) 419434.82 3737570.46 0.01901 (13020124) 419454.82 3737570.46 0.01893 (13020124) 419474.82 3737570.46 0.01879 (13020124) 419494.82 3737570.46 0.01859 (13020124) 419514.82 3737570.46 0.01837 (13020124) 419534.82 3737570.46 0.01814 (13020124) 419554.82 3737570.46 0.01783 (13020124) 419574.82 3737570.46 0.01747 (13020124) 419594.82 3737570.46 0.01707 (13020124) 419614.82 3737570.46 0.01663 (13020124) 419634.82 3737570.46 0.01620 (13020124) 419654.82 3737570.46 0.01597 (13020124) 419254.82 3737590.46 0.02583c (12120424) 419274.82 3737590.46 0.02491c (12120424) 419294.82 3737590.46 0.02401c (12120424) 419314.82 3737590.46 0.02309c (12120424) 419334.82 3737590.46 0.02210c (12120424) 419354.82 3737590.46 0.02103c (12120424) 419374.82 3737590.46 0.02026c (12120424) 419394.82 3737590.46 0.01942c (12120424) 419414.82 3737590.46 0.01904 (13020124) 419434.82 3737590.46 0.01897 (13020124) Page 126 MainPlace r.ADO 419454.82 3737590.46 0.01883 (13020124) 419474.82 3737590.46 0.01865 (13020124) 419494.82 3737590.46 0.01843 (13020124) 419514.82 3737590.46 0.01821 (13020124) 419534.82 3737590.46 0.01805 (13020124) 419554.82 3737590.46 0.01765 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 55 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - - 0.01727 - (13020124) 419594.82 3737590.46 0.01685 (13020124) 419614.82 3737590.46 0.01638 (13020124) 419634.82 3737590.46 0.01591 (13020124) 419654.82 3737590.46 0.01572 (13020124) 419254.82 3737610.46 0.02580c (12120424) 419274.82 3737610.46 0.02487c (12120424) 419294.82 3737610.46 0.02390c (12120424) 419314.82 3737610.46 0.02287c (12120424) 419334.82 3737610.46 0.02179c (12120424) 419354.82 3737610.46 0.02062c (12120424) 419374.82 3737610.46 0.01969c (12120424) 419394.82 3737610.46 0.01911 (13020124) 419414.82 Page 127 MainPlace r.ADO 3737610.46 0.01900 (13020124) 419434.82 3737610.46 0.01888 (13020124) 419454.82 3737610.46 0.01870 (13020124) 419474.82 3737610.46 0.01848 (13020124) 419494.82 3737610.46 0.01823 (13020124) 419514.82 3737610.46 0.01798 (13020124) 419534.82 3737610.46 0.01776 (13020124) 419554.82 3737610.46 0.01744 (13020124) 419574.82 3737610.46 0.01706 (13020124) 419594.82 3737610.46 0.01667 (13020124) 419614.82 3737610.46 0.01627 (13020124) 419634.82 3737610.46 0.01577 (13020124) 419654.82 3737610.46 0.01562 (13020124) 419254.82 3737630.46 0.02565c (12120424) 419274.82 3737630.46 0.02475c (12120424) 419294.82 3737630.46 0.02372c (12120424) 419314.82 3737630.46 0.02260c (12120424) 419334.82 3737630.46 0.02143c (12120424) 419354.82 3737630.46 0.02021c (12120424) 419374.82 3737630.46 0.01931 (13020124) 419394.82 3737630.46 0.01910 (13020124) 419414.82 3737630.46 0.01892 (13020124) 419434.82 3737630.46 0.01873 (13020124) 419454.82 3737630.46 0.01852 (13020124) 419474.82 3737630.46 0.01828 (13020124) 419494.82 3737630.46 0.01801 (13020124) 419514.82 3737630.46 0.01773 (13020124) 419534.82 3737630.46 0.01744 (13020124) 419554.82 3737630.46 0.01720 (13020124) 419574.82 3737630.46 0.01685 (13020124) 419594.82 3737630.46 0.01650 (13020124) 419614.82 3737630.46 0.01620 (13020124) 419634.82 3737630.46 0.01572 (13020124) 419654.82 3737630.46 0.01555 (13020124) 419234.82 3737650.46 0.02622c (12120424) 419254.82 3737650.46 0.02533c (12120424) 419274.82 3737650.46 0.02445c (12120424) 419294.82 3737650.46 0.02345c (12120424) 419314.82 3737650.46 0.02231c (12120424) 419334.82 3737650.46 0.02110c (12120424) 419354.82 3737650.46 0.02006 (13020124) 419374.82 3737650.46 0.01960 (13020124) 419394.82 3737650.46 0.01916 (13020124) 419414.82 3737650.46 0.01880 (13020124) 419434.82 3737650.46 0.01856 (13020124) 419454.82 3737650.46 0.01830 (13020124) 419474.82 3737650.46 0.01804 (13020124) 419494.82 3737650.46 0.01776 (13020124) 419514.82 Page 128 MainPlace_r.ADO 3737650.46 0.01747 (13020124) 419534.82 3737650.46 0.01716 (13020124) 3737650.46 0.01688 (13020124) 419574.82 3737650.46 0.01660 (13020124) 3737650.46 0.01636 (13020124) 419614.82 3737650.46 0.01614 (13020124) 3737650.46 0.01582 (13020124) 419654.82 3737650.46 0.01551 (13020124) 3737670.46 0.02575c (12120424) 419254.82 3737670.46 0.02479c (12120424) 3737670.46 0.02386c (12120424) 419294.82 3737670.46 0.02284c (12120424) 3737670.46 0.02171c (12120424) 419334.82 3737670.46 0.02064 (13020124) 3737670.46 0.02009 (13020124) 419374.82 3737670.46 0.01958 (13020124) 3737670.46 0.01904 (13020124) 419414.82 3737670.46 0.01861 (13020124) 3737670.46 0.01833 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 PAGE 56 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 129 MainPlace r.ADO 419454.82 3737670.46 0.01806 (13020124) 419474.82 3737670.46 0.01779 (13020124) 419494.82 3737670.46 0.01750 (13020124) 419514.82 3737670.46 0.01721 (13020124) 419534.82 3737670.46 0.01691 (13020124) 419554.82 3737670.46 0.01663 (13020124) 419574.82 3737670.46 0.01638 (13020124) 419594.82 3737670.46 0.01618 (13020124) 419614.82 3737670.46 0.01600 (13020124) 419634.82 3737670.46 0.01573 (13020124) 419654.82 3737670.46 0.01540 (13020124) 419234.82 3737690.46 0.02501c (12120424) 419254.82 3737690.46 0.02408c (12120424) 419274.82 3737690.46 0.02310c (12120424) 419294.82 3737690.46 0.02205c (12120424) 419314.82 3737690.46 0.02106 (13020124) 419334.82 3737690.46 0.02053 (13020124) 419354.82 3737690.46 0.01991 (13020124) 419374.82 3737690.46 0.01938 (13020124) 419394.82 3737690.46 0.01881 (13020124) 419414.82 3737690.46 0.01835 (13020124) 419434.82 3737690.46 0.01807 (13020124) 419454.82 3737690.46 0.01781 (13020124) 419474.82 3737690.46 0.01753 (13020124) 419494.82 3737690.46 0.01725 (13020124) 419514.82 3737690.46 0.01696 (13020124) 419534.82 3737690.46 0.01666 (13020124) 419554.82 3737690.46 0.01640 (13020124) 419574.82 3737690.46 0.01618 (13020124) 419594.82 3737690.46 0.01599 (13020124) 419614.82 3737690.46 0.01582 (13020124) 419634.82 3737690.46 0.01557 (13020124) 419654.82 3737690.46 0.01526 (13020124) 419234.82 3737710.46 0.02439c (12120424) 419254.82 3737710.46 0.02339c (12120424) 419274.82 3737710.46 0.02238c (12120424) 419294.82 3737710.46 0.02142 (13020124) 419314.82 3737710.46 0.02094 (13020124) 419334.82 3737710.46 0.02038 (13020124) 419354.82 3737710.46 0.01975 (13020124) 419374.82 3737710.46 0.01913 (13020124) 419394.82 3737710.46 0.01854 (13020124) 419414.82 3737710.46 0.01807 (13020124) 419434.82 3737710.46 0.01782 (13020124) 419454.82 3737710.46 0.01755 (13020124) 419474.82 3737710.46 0.01728 (13020124) 419494.82 3737710.46 0.01700 (13020124) 419514.82 3737710.46 0.01671 (13020124) Page 130 MainPlace_r.ADO 419534.82 3737710.46 0.01638 (13020124) 3737710.46 0.01619 (13020124) 419574.82 3737710.46 0.01597 (13020124) 3737710.46 0.01576 (13020124) 419614.82 3737710.46 0.01560 (13020124) 3737710.46 0.01533 (13020124) 419654.82 3737710.46 0.01511 (13020124) 3737730.46 0.02387c (12120424) 419254.82 3737730.46 0.02275c (12120424) 3737730.46 0.02178 (13020124) 419294.82 3737730.46 0.02131 (13020124) 3737730.46 0.02077 (13020124) 419334.82 3737730.46 0.02016 (13020124) 3737730.46 0.01951 (13020124) 419374.82 3737730.46 0.01887 (13020124) 3737730.46 0.01829 (13020124) 419414.82 3737730.46 0.01784 (13020124) 3737730.46 0.01755 (13020124) 419454.82 3737730.46 0.01728 (13020124) 3737730.46 0.01706 (13020124) 419494.82 3737730.46 0.01685 (13020124) 3737730.46 0.01659 (13020124) 419534.82 3737730.46 0.01627 (13020124) 3737730.46 0.01606 (13020124) 419574.82 3737730.46 0.01582 (13020124) 3737730.46 0.01558 (13020124) 419614.82 3737730.46 0.01536c (14010624) 3737730.46 0.01520c (14010624) 419654.82 3737730.46 0.01499c (14010624) 3737750.46 0.02353c (12120424) 419254.82 3737750.46 0.02227 (13020124) 3737750.46 0.02168 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 57 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP , L0006933 fflu....•� 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 12/30/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION SRCGPI *** INCLUDING SOURCE(S) L0006935 , L0006937 , L0006938 L0006943 , L0006945 , L0006946 L0006951 , Page 131 .... coo.•, , L0006932 , L00136957 *** EMS MainPlace_r.ADO L0006953 , L0006954 , L0006955 , L0006956 *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.02113 - (13020124) 419314.82 3737750.46 0.02054 (13020124) 419334.82 3737750.46 0.01990 (13020124) 419354.82 3737750.46 0.01922 (13020124) 419374.82 3737750.46 0.01860 (13020124) 419394.82 3737750.46 0.01807 (13020124) 419414.82 3737750.46 0.01763 (13020124) 419434.82 3737750.46 0.01728 (13020124) 419454.82 3737750.46 0.01701 (13020124) 419474.82 3737750.46 0.01687 (13020124) 419494.82 3737750.46 0.01672 (13020124) 419514.82 3737750.46 0.01651 (13020124) 419534.82 3737750.46 0.01624c (14010624) 419554.82 3737750.46 0.01603c (14010624) 419574.82 3737750.46 0.01583c (14010624) 419594.82 3737750.46 0.01560c (14010624) 419614.82 3737750.46 0.01534c (14010624) 419634.82 3737750.46 0.01527c (14010624) 419654.82 3737750.46 0.01498c (14010624) 419234.82 3737770.46 0.02320 (13020124) 419254.82 3737770.46 0.02281 (13020124) 419274.82 3737770.46 0.02172 (13020124) 419294.82 3737770.46 0.02093 (13020124) 419314.82 3737770.46 0.02025 (13020124) 419334.82 3737770.46 0.01958 (13020124) 419354.82 3737770.46 0.01887 (13020124) 419374.82 3737770.46 0.01824 (13020124) 419394.82 3737770.46 0.01776 (13020124) 419414.82 3737770.46 0.01739 (13020124) 419434.82 3737770.46 0.01705 (13020124) 419454.82 3737770.46 0.01679 (13020124) 419474.82 3737770.46 0.01664 (13020124) 419494.82 3737770.46 0.01661c (14010624) 419514.82 3737770.46 0.01652c (14010624) 419534.82 3737770.46 0.01627c (14010624) 419554.82 Page 132 MainPlace_r.ADO 3737770.46 0.01617c (14010624) 419574.82 3737770.46 0.01594c (14010624) 3737770.46 0.01566c (14010624) 419614.82 3737770.46 0.01546c (14010624) 3737770.46 0.01537c (14010624) 419654.82 3737770.46 0.01513c (14010624) 3737790.46 0.02273 (13020124) 419274.82 3737790.46 0.02150 (13020124) 3737790.46 0.02067 (13020124) 419314.82 3737790.46 0.01997 (13020124) 3737790.46 0.01930 (13020124) 419354.82 3737790.46 0.01860 (13020124) 3737790.46 0.01797 (13020124) 419394.82 3737790.46 0.01752 (13020124) 3737790.46 0.01717 (13020124) 419434.82 3737790.46 0.01682 (13020124) 3737790.46 0.01664c (14010624) 419474.82 3737790.46 0.01666c (14010624) 3737790.46 0.01665c (14010624) 419514.82 3737790.46 0.01655c (14010624) 3737790.46 0.01629c (14010624) 419554.82 3737790.46 0.01617c (14010624) 3737790.46 0.01595c (14010624) 419594.82 3737790.46 0.01570c (14010624) 3737790.46 0.01552c (14010624) 419634.82 3737790.46 0.01545c (14010624) 3737790.46 0.01522c (14010624) 419274.82 3737810.46 0.02106 (13020124) 3737810.46 0.02038 (13020124) 419314.82 3737810.46 0.01974 (13020124) 3737810.46 0.01907 (13020124) 419354.82 3737810.46 0.01839 (13020124) 3737810.46 0.01778 (13020124) 419394.82 3737810.46 0.01732 (13020124) 3737810.46 0.01705c (14010624) 419434.82 3737810.46 0.01680c (14010624) 3737810.46 0.01667c (14010624) 419474.82 3737810.46 0.01672c (14010624) 3737810.46 0.01671c (14010624) 419514.82 3737810.46 0.01655c (14010624) 3737810.46 0.01630c (14010624) 419554.82 3737810.46 0.01609c (14010624) 3737810.46 0.01589c (14010624) 419594.82 3737810.46 0.01571c (14010624) 3737810.46 0.01555c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** Page 133 12/30/18 419594.82 419634.82 419254.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 419654.82 419294.82 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 MainPlace_r.ADO *** 07:16:51 PAGE 58 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: SRCGPI *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 - - - - - - - - - - 3737810.46 - - - - - 0.01550c - (14010624) 419654.82 3737810.46 0.01527c (14010624) 419294.82 3737830.46 0.02021 (13020124) 419314.82 3737830.46 0.01968c (14010624) 419334.82 3737830.46 0.01907c (14010624) 419354.82 3737830.46 0.01843c (14010624) 419374.82 3737830.46 0.01797c (14010624) 419394.82 3737830.46 0.01767c (14010624) 419414.82 3737830.46 0.01735c (14010624) 419434.82 3737830.46 0.01686c (14010624) 419454.82 3737830.46 0.01667c (14010624) 419474.82 3737830.46 0.01676c (14010624) 419494.82 3737830.46 0.01678c (14010624) 419514.82 3737830.46 0.01660c (14010624) 419534.82 3737830.46 0.01635c (14010624) 419554.82 3737830.46 0.01610c (14010624) 419574.82 3737830.46 0.01588c (14010624) 419594.82 3737830.46 0.01573c (14010624) 419614.82 3737830.46 0.01567c (14010624) 419634.82 3737830.46 0.01560c (14010624) 419654.82 3737830.46 0.01537c (14010624) 419314.82 3737850.46 0.01972c (14010624) Page 134 MainPlace_r.ADO 419334.82 3737850.46 0.01915c (14010624) 3737850.46 0.01863c (14010624) 419374.82 3737850.46 0.01824c (14010624) 3737850.46 0.01796c (14010624) 419414.82 3737850.46 0.01763c (14010624) 3737850.46 0.01711c (14010624) 419454.82 3737850.46 0.01688c (14010624) 3737850.46 0.01689c (14010624) 419494.82 3737850.46 0.01680c (14010624) 3737850.46 0.01651c (14010624) 419534.82 3737850.46 0.01630c (14010624) 3737850.46 0.01610c (14010624) 419574.82 3737850.46 0.01592c (14010624) 3737850.46 0.01577c (14010624) 419614.82 3737850.46 0.01570c (14010624) 3737850.46 0.01559c (14010624) 419654.82 3737850.46 0.01538c (14010624) 3737870.46 0.01648c (14120424) 419534.82 3737870.46 0.01631c (14120424) 3737870.46 0.01623c (14120424) 419574.82 3737870.46 0.01609c (14120424) 3737870.46 0.01592c (14120424) 419614.82 3737870.46 0.01574c (14120424) 3737870.46 0.01556c (14120424) 419654.82 3737870.46 0.01538c (14120424) 3737890.46 0.01844c (14120424) 419534.82 3737890.46 0.01821c (14120424) 3737890.46 0.01802c (14120424) 419574.82 3737890.46 0.01781c (14120424) 3737890.46 0.01760c (14120424) 419614.82 3737890.46 0.01740c (14120424) 3737890.46 0.01720c (14120424) 419654.82 3737890.46 0.01701c (14120424) 3737890.46 0.01677c (14120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 59 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* VALUES FOR SOURCE GROUP: ALL , L0006933 , L0006941 , L0006942 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419514.82 419554.82 419594.82 419634.82 419674.82 12/30/18 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION *** INCLUDING SOURCE(S): L0006931 , L0006932 L0006935 , L0006937 , L0006938 , L0006939 , L0006940 L0006943 , Page 135 *** MainPlace r.ADO L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 EMS *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419394.82 - - - - - - - - - - 3737330.46 - - - - - 0.02599c - (12120424) 419414.82 3737330.46 0.02587c (12120424) 419434.82 3737330.46 0.02546c (12120424) 419454.82 3737330.46 0.02476c (12120424) 419474.82 3737330.46 0.02381c (12120424) 419494.82 3737330.46 0.02294c (12120424) 419514.82 3737330.46 0.02208c (12120424) 419534.82 3737330.46 0.02114c (12120424) 419554.82 3737330.46 0.02057 (13020124) 419574.82 3737330.46 0.02025 (13020124) 419594.82 3737330.46 0.01983 (13020124) 419614.82 3737330.46 0.01935 (13020124) 419634.82 3737330.46 0.01884 (13020124) 419654.82 3737330.46 0.01842 (13020124) 419374.82 3737350.46 0.02588c (12120424) 419394.82 3737350.46 0.02574c (12120424) 419414.82 3737350.46 0.02533c (12120424) 419434.82 3737350.46 0.02473c (12120424) 419454.82 3737350.46 0.02394c (12120424) 419474.82 3737350.46 0.02295c (12120424) 419494.82 3737350.46 0.02217c (12120424) 419514.82 3737350.46 0.02133c (12120424) 419534.82 3737350.46 0.02023c (12120424) 419554.82 3737350.46 0.01980 (13020124) 419574.82 3737350.46 0.01949 (13020124) 419594.82 3737350.46 0.01913 (13020124) 419614.82 3737350.46 0.01875 (13020124) 419634.82 3737350.46 0.01835 (13020124) 419654.82 3737350.46 0.01804 (13020124) 419374.82 3737370.46 0.02575c (12120424) 419394.82 3737370.46 0.02540c (12120424) 419414.82 3737370.46 0.02479c (12120424) 419434.82 3737370.46 0.02406c (12120424) 419454.82 Page 136 MainPlace r.ADO 3737370.46 0.02321c (12120424) 419474.82 3737370.46 0.02223c (12120424) 419494.82 3737370.46 0.02157c (12120424) 419514.82 3737370.46 0.02090c (12120424) 419534.82 3737370.46 0.02006 (13020124) 419554.82 3737370.46 0.01971 (13020124) 419574.82 3737370.46 0.01939 (13020124) 419594.82 3737370.46 0.01902 (13020124) 419614.82 3737370.46 0.01860 (13020124) 419634.82 3737370.46 0.01823 (13020124) 419654.82 3737370.46 0.01794 (13020124) 419354.82 3737390.46 0.02551c (12120424) 419374.82 3737390.46 0.02542c (12120424) 419394.82 3737390.46 0.02495c (12120424) 419414.82 3737390.46 0.02425c (12120424) 419434.82 3737390.46 0.02342c (12120424) 419454.82 3737390.46 0.02254c (12120424) 419474.82 3737390.46 0.02157c (12120424) 419494.82 3737390.46 0.02083c (12120424) 419514.82 3737390.46 0.02013c (12120424) 419534.82 3737390.46 0.01965 (13020124) 419554.82 3737390.46 0.01932 (13020124) 419574.82 3737390.46 0.01901 (13020124) 419594.82 3737390.46 0.01868 (13020124) 419614.82 3737390.46 0.01835 (13020124) 419634.82 3737390.46 0.01806 (13020124) 419654.82 3737390.46 0.01782 (13020124) 419354.82 3737410.46 0.02507c (12120424) 419374.82 3737410.46 0.02495c (12120424) 419394.82 3737410.46 0.02442c (12120424) 419414.82 3737410.46 0.02368c (12120424) 419434.82 3737410.46 0.02282c (12120424) 419454.82 3737410.46 0.02192c (12120424) 419474.82 3737410.46 0.02094c (12120424) 419494.82 3737410.46 0.02003c (12120424) 419514.82 3737410.46 0.01920 (13020124) 419534.82 3737410.46 0.01903 (13020124) 419554.82 3737410.46 0.01877 (13020124) 419574.82 3737410.46 0.01851 (13020124) 419594.82 3737410.46 0.01827 (13020124) 419614.82 3737410.46 0.01808 (13020124) 419634.82 3737410.46 0.01790 (13020124) 419654.82 3737410.46 0.01772 (13020124) 419334.82 3737430.46 0.02497c (12120424) 419354.82 3737430.46 0.02465c (12120424) 419374.82 3737430.46 0.02441c (12120424) 419394.82 3737430.46 0.02380c (12120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD Page 137 MainPlace_r.ADO View\MainPlace r\MainPlace r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 60 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419414.82 - - - - - - - - - - 3737430.46 - - - - - 0.02305c - (12120424) 419434.82 3737430.46 0.02218c (12120424) 419454.82 3737430.46 0.02105c (12120424) 419474.82 3737430.46 0.02017c (12120424) 419494.82 3737430.46 0.01935c (12120424) 419514.82 3737430.46 0.01889 (13020124) 419534.82 3737430.46 0.01873 (13020124) 419554.82 3737430.46 0.01857 (13020124) 419574.82 3737430.46 0.01840 (13020124) 419594.82 3737430.46 0.01828 (13020124) 419614.82 3737430.46 0.01817 (13020124) 419634.82 3737430.46 0.01800 (13020124) 419654.82 3737430.46 0.01765 (13020124) 419334.82 3737450.46 0.02458c (12120424) 419354.82 3737450.46 0.02424c (12120424) 419374.82 3737450.46 0.02384c (12120424) 419394.82 3737450.46 0.02320c (12120424) 419414.82 3737450.46 0.02241c (12120424) 419434.82 3737450.46 0.02151c (12120424) 419454.82 3737450.46 0.02044c (12120424) Page 138 MainPlace r.ADO 419474.82 3737450.46 0.01960c (12120424) 419494.82 3737450.46 0.01883 (13020124) 419514.82 3737450.46 0.01875 (13020124) 419534.82 3737450.46 0.01858 (13020124) 419554.82 3737450.46 0.01842 (13020124) 419574.82 3737450.46 0.01830 (13020124) 419594.82 3737450.46 0.01821 (13020124) 419614.82 3737450.46 0.01811 (13020124) 419634.82 3737450.46 0.01792 (13020124) 419654.82 3737450.46 0.01750 (13020124) 419314.82 3737470.46 0.02505c (12120424) 419334.82 3737470.46 0.02425c (12120424) 419354.82 3737470.46 0.02382c (12120424) 419374.82 3737470.46 0.02330c (12120424) 419394.82 3737470.46 0.02260c (12120424) 419414.82 3737470.46 0.02174c (12120424) 419434.82 3737470.46 0.02081c (12120424) 419454.82 3737470.46 0.02003c (12120424) 419474.82 3737470.46 0.01920c (12120424) 419494.82 3737470.46 0.01883 (13020124) 419514.82 3737470.46 0.01874 (13020124) 419534.82 3737470.46 0.01856 (13020124) 419554.82 3737470.46 0.01832 (13020124) 419574.82 3737470.46 0.01819 (13020124) 419594.82 3737470.46 0.01809 (13020124) 419614.82 3737470.46 0.01795 (13020124) 419634.82 3737470.46 0.01770 (13020124) 419654.82 3737470.46 0.01731 (13020124) 419314.82 3737490.46 0.02455c (12120424) 419334.82 3737490.46 0.02386c (12120424) 419354.82 3737490.46 0.02314c (12120424) 419374.82 3737490.46 0.02265c (12120424) 419394.82 3737490.46 0.02199c (12120424) 419414.82 3737490.46 0.02122c (12120424) 419434.82 3737490.46 0.02040c (12120424) 419454.82 3737490.46 0.01961c (12120424) 419474.82 3737490.46 0.01890 (13020124) 419494.82 3737490.46 0.01882 (13020124) 419514.82 3737490.46 0.01868 (13020124) 419534.82 3737490.46 0.01851 (13020124) 419554.82 3737490.46 0.01828 (13020124) 419574.82 3737490.46 0.01810 (13020124) 419594.82 3737490.46 0.01792 (13020124) 419614.82 3737490.46 0.01769 (13020124) 419634.82 3737490.46 0.01746 (13020124) 419654.82 3737490.46 0.01707 (13020124) 419294.82 3737510.46 0.02460c (12120424) 419314.82 3737510.46 0.02406c (12120424) Page 139 MainPlace_r.ADO 419334.82 3737510.46 0.02344c (12120424) 3737510.46 0.02257c (12120424) 419374.82 3737510.46 0.02210c (12120424) 3737510.46 0.02145c (12120424) 419414.82 3737510.46 0.02073c (12120424) 3737510.46 0.01996c (12120424) 419454.82 3737510.46 0.01914c (12120424) 3737510.46 0.01892 (13020124) 419494.82 3737510.46 0.01881 (13020124) 3737510.46 0.01866 (13020124) 419534.82 3737510.46 0.01851 (13020124) 3737510.46 0.01825 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 61 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 Emma ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - - - - - - 3737510.46 0.01800 - (13020124) 419594.82 3737510.46 0.01774 (13020124) 419614.82 3737510.46 0.01742 (13020124) 419634.82 3737510.46 0.01710 (13020124) 419654.82 3737510.46 0.01673 (13020124) 419294.82 3737530.46 0.02436c (12120424) 419314.82 3737530.46 0.02372c (12120424) 419334.82 Page 140 MainPlace r.ADO 3737530.46 0.02299c (12120424) 419354.82 3737530.46 0.02222c (12120424) 419374.82 3737530.46 0.02167c (12120424) 419394.82 3737530.46 0.02100c (12120424) 419414.82 3737530.46 0.02026c (12120424) 419434.82 3737530.46 0.01945c (12120424) 419454.82 3737530.46 0.01900 (13020124) 419474.82 3737530.46 0.01893 (13020124) 419494.82 3737530.46 0.01881 (13020124) 419514.82 3737530.46 0.01867 (13020124) 419534.82 3737530.46 0.01856 (13020124) 419554.82 3737530.46 0.01822 (13020124) 419574.82 3737530.46 0.01790 (13020124) 419594.82 3737530.46 0.01754 (13020124) 419614.82 3737530.46 0.01713 (13020124) 419634.82 3737530.46 0.01660 (13020124) 419654.82 3737530.46 0.01629 (13020124) 419274.82 3737550.46 0.02496c (12120424) 419294.82 3737550.46 0.02428c (12120424) 419314.82 3737550.46 0.02353c (12120424) 419334.82 3737550.46 0.02272c (12120424) 419354.82 3737550.46 0.02188c (12120424) 419374.82 3737550.46 0.02123c (12120424) 419394.82 3737550.46 0.02052c (12120424) 419414.82 3737550.46 0.01973c (12120424) 419434.82 3737550.46 0.01901 (13020124) 419454.82 3737550.46 0.01898 (13020124) 419474.82 3737550.46 0.01888 (13020124) 419494.82 3737550.46 0.01872 (13020124) 419514.82 3737550.46 0.01853 (13020124) 419534.82 3737550.46 0.01834 (13020124) 419554.82 3737550.46 0.01803 (13020124) 419574.82 3737550.46 0.01769 (13020124) 419594.82 3737550.46 0.01731 (13020124) 419614.82 3737550.46 0.01689 (13020124) 419634.82 3737550.46 0.01642 (13020124) 419654.82 3737550.46 0.01615 (13020124) 419274.82 3737570.46 0.02500c (12120424) 419294.82 3737570.46 0.02418c (12120424) 419314.82 3737570.46 0.02333c (12120424) 419334.82 3737570.46 0.02244c (12120424) 419354.82 3737570.46 0.02149c (12120424) 419374.82 3737570.46 0.02076c (12120424) 419394.82 3737570.46 0.01997c (12120424) 419414.82 3737570.46 0.01916c (12120424) 419434.82 3737570.46 0.01901 (13020124) 419454.82 3737570.46 0.01893 (13020124) 419474.82 3737570.46 0.01879 (13020124) 419494.82 Page 141 MainPlace_r.ADO 3737570.46 0.01859 (13020124) 419514.82 3737570.46 0.01837 (13020124) 3737570.46 0.01814 (13020124) 419554.82 3737570.46 0.01783 (13020124) 3737570.46 0.01747 (13020124) 419594.82 3737570.46 0.01707 (13020124) 3737570.46 0.01663 (13020124) 419634.82 3737570.46 0.01620 (13020124) 3737570.46 0.01597 (13020124) 419254.82 3737590.46 0.02583c (12120424) 3737590.46 0.02491c (12120424) 419294.82 3737590.46 0.02401c (12120424) 3737590.46 0.02309c (12120424) 419334.82 3737590.46 0.02210c (12120424) 3737590.46 0.02103c (12120424) 419374.82 3737590.46 0.02026c (12120424) 3737590.46 0.01942c (12120424) 419414.82 3737590.46 0.01904 (13020124) 3737590.46 0.01897 (13020124) 419454.82 3737590.46 0.01883 (13020124) 3737590.46 0.01865 (13020124) 419494.82 3737590.46 0.01843 (13020124) 3737590.46 0.01821 (13020124) 419534.82 3737590.46 0.01805 (13020124) 3737590.46 0.01765 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419534.82 419574.82 419614.82 419654.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 PAGE 62 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF PM 10 Page 142 IN MICROGRAMS/M**3 MainPlace r.ADO X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419574.82 - - - - - - - - - - 3737590.46 - - - - 0.01727 - - (13020124) 419594.82 3737590.46 0.01685 (13020124) 419614.82 3737590.46 0.01638 (13020124) 419634.82 3737590.46 0.01591 (13020124) 419654.82 3737590.46 0.01572 (13020124) 419254.82 3737610.46 0.02580c (12120424) 419274.82 3737610.46 0.02487c (12120424) 419294.82 3737610.46 0.02390c (12120424) 419314.82 3737610.46 0.02287c (12120424) 419334.82 3737610.46 0.02179c (12120424) 419354.82 3737610.46 0.02062c (12120424) 419374.82 3737610.46 0.01969c (12120424) 419394.82 3737610.46 0.01911 (13020124) 419414.82 3737610.46 0.01900 (13020124) 419434.82 3737610.46 0.01888 (13020124) 419454.82 3737610.46 0.01870 (13020124) 419474.82 3737610.46 0.01848 (13020124) 419494.82 3737610.46 0.01823 (13020124) 419514.82 3737610.46 0.01798 (13020124) 419534.82 3737610.46 0.01776 (13020124) 419554.82 3737610.46 0.01744 (13020124) 419574.82 3737610.46 0.01706 (13020124) 419594.82 3737610.46 0.01667 (13020124) 419614.82 3737610.46 0.01627 (13020124) 419634.82 3737610.46 0.01577 (13020124) 419654.82 3737610.46 0.01562 (13020124) 419254.82 3737630.46 0.02565c (12120424) 419274.82 3737630.46 0.02475c (12120424) 419294.82 3737630.46 0.02372c (12120424) 419314.82 3737630.46 0.02260c (12120424) 419334.82 3737630.46 0.02143c (12120424) 419354.82 3737630.46 0.02021c (12120424) 419374.82 3737630.46 0.01931 (13020124) 419394.82 3737630.46 0.01910 (13020124) 419414.82 3737630.46 0.01892 (13020124) 419434.82 3737630.46 0.01873 (13020124) 419454.82 3737630.46 0.01852 (13020124) 419474.82 3737630.46 0.01828 (13020124) 419494.82 3737630.46 0.01801 (13020124) 419514.82 3737630.46 0.01773 (13020124) 419534.82 3737630.46 0.01744 (13020124) 419554.82 3737630.46 0.01720 (13020124) Page 143 MainPlace_r.ADO 419574.82 3737630.46 0.01685 (13020124) 3737630.46 0.01650 (13020124) 419614.82 3737630.46 0.01620 (13020124) 3737630.46 0.01572 (13020124) 419654.82 3737630.46 0.01555 (13020124) 3737650.46 0.02622c (12120424) 419254.82 3737650.46 0.02533c (12120424) 3737650.46 0.02445c (12120424) 419294.82 3737650.46 0.02345c (12120424) 3737650.46 0.02231c (12120424) 419334.82 3737650.46 0.02110c (12120424) 3737650.46 0.02006 (13020124) 419374.82 3737650.46 0.01960 (13020124) 3737650.46 0.01916 (13020124) 419414.82 3737650.46 0.01880 (13020124) 3737650.46 0.01856 (13020124) 419454.82 3737650.46 0.01830 (13020124) 3737650.46 0.01804 (13020124) 419494.82 3737650.46 0.01776 (13020124) 3737650.46 0.01747 (13020124) 419534.82 3737650.46 0.01716 (13020124) 3737650.46 0.01688 (13020124) 419574.82 3737650.46 0.01660 (13020124) 3737650.46 0.01636 (13020124) 419614.82 3737650.46 0.01614 (13020124) 3737650.46 0.01582 (13020124) 419654.82 3737650.46 0.01551 (13020124) 3737670.46 0.02575c (12120424) 419254.82 3737670.46 0.02479c (12120424) 3737670.46 0.02386c (12120424) 419294.82 3737670.46 0.02284c (12120424) 3737670.46 0.02171c (12120424) 419334.82 3737670.46 0.02064 (13020124) 3737670.46 0.02009 (13020124) 419374.82 3737670.46 0.01958 (13020124) 3737670.46 0.01904 (13020124) 419414.82 3737670.46 0.01861 (13020124) 3737670.46 0.01833 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 63 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* 12/30/18 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 419474.82 419514.82 419554.82 419594.82 419634.82 419234.82 419274.82 419314.82 419354.82 419394.82 419434.82 *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** Page 144 MainPlace r.ADO INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419454.82 - - - - - - - - - - 3737670.46 - - - - - 0.01806 - (13020124) 419474.82 3737670.46 0.01779 (13020124) 419494.82 3737670.46 0.01750 (13020124) 419514.82 3737670.46 0.01721 (13020124) 419534.82 3737670.46 0.01691 (13020124) 419554.82 3737670.46 0.01663 (13020124) 419574.82 3737670.46 0.01638 (13020124) 419594.82 3737670.46 0.01618 (13020124) 419614.82 3737670.46 0.01600 (13020124) 419634.82 3737670.46 0.01573 (13020124) 419654.82 3737670.46 0.01540 (13020124) 419234.82 3737690.46 0.02501c (12120424) 419254.82 3737690.46 0.02408c (12120424) 419274.82 3737690.46 0.02310c (12120424) 419294.82 3737690.46 0.02205c (12120424) 419314.82 3737690.46 0.02106 (13020124) 419334.82 3737690.46 0.02053 (13020124) 419354.82 3737690.46 0.01991 (13020124) 419374.82 3737690.46 0.01938 (13020124) 419394.82 3737690.46 0.01881 (13020124) 419414.82 3737690.46 0.01835 (13020124) 419434.82 3737690.46 0.01807 (13020124) 419454.82 3737690.46 0.01781 (13020124) 419474.82 3737690.46 0.01753 (13020124) 419494.82 3737690.46 0.01725 (13020124) 419514.82 3737690.46 0.01696 (13020124) 419534.82 3737690.46 0.01666 (13020124) 419554.82 3737690.46 0.01640 (13020124) 419574.82 3737690.46 0.01618 (13020124) 419594.82 Page 145 MainPlace r.ADO 3737690.46 0.01599 (13020124) 419614.82 3737690.46 0.01582 (13020124) 419634.82 3737690.46 0.01557 (13020124) 419654.82 3737690.46 0.01526 (13020124) 419234.82 3737710.46 0.02439c (12120424) 419254.82 3737710.46 0.02339c (12120424) 419274.82 3737710.46 0.02238c (12120424) 419294.82 3737710.46 0.02142 (13020124) 419314.82 3737710.46 0.02094 (13020124) 419334.82 3737710.46 0.02038 (13020124) 419354.82 3737710.46 0.01975 (13020124) 419374.82 3737710.46 0.01913 (13020124) 419394.82 3737710.46 0.01854 (13020124) 419414.82 3737710.46 0.01807 (13020124) 419434.82 3737710.46 0.01782 (13020124) 419454.82 3737710.46 0.01755 (13020124) 419474.82 3737710.46 0.01728 (13020124) 419494.82 3737710.46 0.01700 (13020124) 419514.82 3737710.46 0.01671 (13020124) 419534.82 3737710.46 0.01638 (13020124) 419554.82 3737710.46 0.01619 (13020124) 419574.82 3737710.46 0.01597 (13020124) 419594.82 3737710.46 0.01576 (13020124) 419614.82 3737710.46 0.01560 (13020124) 419634.82 3737710.46 0.01533 (13020124) 419654.82 3737710.46 0.01511 (13020124) 419234.82 3737730.46 0.02387c (12120424) 419254.82 3737730.46 0.02275c (12120424) 419274.82 3737730.46 0.02178 (13020124) 419294.82 3737730.46 0.02131 (13020124) 419314.82 3737730.46 0.02077 (13020124) 419334.82 3737730.46 0.02016 (13020124) 419354.82 3737730.46 0.01951 (13020124) 419374.82 3737730.46 0.01887 (13020124) 419394.82 3737730.46 0.01829 (13020124) 419414.82 3737730.46 0.01784 (13020124) 419434.82 3737730.46 0.01755 (13020124) 419454.82 3737730.46 0.01728 (13020124) 419474.82 3737730.46 0.01706 (13020124) 419494.82 3737730.46 0.01685 (13020124) 419514.82 3737730.46 0.01659 (13020124) 419534.82 3737730.46 0.01627 (13020124) 419554.82 3737730.46 0.01606 (13020124) 419574.82 3737730.46 0.01582 (13020124) 419594.82 3737730.46 0.01558 (13020124) 419614.82 3737730.46 0.01536c (14010624) 419634.82 3737730.46 0.01520c (14010624) 419654.82 3737730.46 0.01499c (14010624) 419234.82 Page 146 MainPlace r.ADO 3737750.46 0.02353c (12120424) 419254.82 3737750.46 0.02227 (13020124) 419274.82 3737750.46 0.02168 (13020124) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 64 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) - - - - - - - - - CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419294.82 - - - - - - - - - - 3737750.46 - - - - - 0.02113 - (13020124) 419314.82 3737750.46 0.02054 (13020124) 419334.82 3737750.46 0.01990 (13020124) 419354.82 3737750.46 0.01922 (13020124) 419374.82 3737750.46 0.01860 (13020124) 419394.82 3737750.46 0.01807 (13020124) 419414.82 3737750.46 0.01763 (13020124) 419434.82 3737750.46 0.01728 (13020124) 419454.82 3737750.46 0.01701 (13020124) 419474.82 3737750.46 0.01687 (13020124) 419494.82 3737750.46 0.01672 (13020124) 419514.82 3737750.46 0.01651 (13020124) 419534.82 3737750.46 0.01624c (14010624) 419554.82 3737750.46 0.01603c (14010624) 419574.82 3737750.46 0.01583c (14010624) 419594.82 3737750.46 0.01560c (14010624) Page 147 MainPlace r.ADO 419614.82 3737750.46 0.01534c (14010624) 419634.82 3737750.46 0.01527c (14010624) 419654.82 3737750.46 0.01498c (14010624) 419234.82 3737770.46 0.02320 (13020124) 419254.82 3737770.46 0.02281 (13020124) 419274.82 3737770.46 0.02172 (13020124) 419294.82 3737770.46 0.02093 (13020124) 419314.82 3737770.46 0.02025 (13020124) 419334.82 3737770.46 0.01958 (13020124) 419354.82 3737770.46 0.01887 (13020124) 419374.82 3737770.46 0.01824 (13020124) 419394.82 3737770.46 0.01776 (13020124) 419414.82 3737770.46 0.01739 (13020124) 419434.82 3737770.46 0.01705 (13020124) 419454.82 3737770.46 0.01679 (13020124) 419474.82 3737770.46 0.01664 (13020124) 419494.82 3737770.46 0.01661c (14010624) 419514.82 3737770.46 0.01652c (14010624) 419534.82 3737770.46 0.01627c (14010624) 419554.82 3737770.46 0.01617c (14010624) 419574.82 3737770.46 0.01594c (14010624) 419594.82 3737770.46 0.01566c (14010624) 419614.82 3737770.46 0.01546c (14010624) 419634.82 3737770.46 0.01537c (14010624) 419654.82 3737770.46 0.01513c (14010624) 419254.82 3737790.46 0.02273 (13020124) 419274.82 3737790.46 0.02150 (13020124) 419294.82 3737790.46 0.02067 (13020124) 419314.82 3737790.46 0.01997 (13020124) 419334.82 3737790.46 0.01930 (13020124) 419354.82 3737790.46 0.01860 (13020124) 419374.82 3737790.46 0.01797 (13020124) 419394.82 3737790.46 0.01752 (13020124) 419414.82 3737790.46 0.01717 (13020124) 419434.82 3737790.46 0.01682 (13020124) 419454.82 3737790.46 0.01664c (14010624) 419474.82 3737790.46 0.01666c (14010624) 419494.82 3737790.46 0.01665c (14010624) 419514.82 3737790.46 0.01655c (14010624) 419534.82 3737790.46 0.01629c (14010624) 419554.82 3737790.46 0.01617c (14010624) 419574.82 3737790.46 0.01595c (14010624) 419594.82 3737790.46 0.01570c (14010624) 419614.82 3737790.46 0.01552c (14010624) 419634.82 3737790.46 0.01545c (14010624) 419654.82 3737790.46 0.01522c (14010624) 419274.82 3737810.46 0.02106 (13020124) 419294.82 3737810.46 0.02038 (13020124) Page 148 MainPlace_r.ADO 419314.82 3737810.46 0.01974 (13020124) 3737810.46 0.01907 (13020124) 419354.82 3737810.46 0.01839 (13020124) 3737810.46 0.01778 (13020124) 419394.82 3737810.46 0.01732 (13020124) 3737810.46 0.01705c (14010624) 419434.82 3737810.46 0.01680c (14010624) 3737810.46 0.01667c (14010624) 419474.82 3737810.46 0.01672c (14010624) 3737810.46 0.01671c (14010624) 419514.82 3737810.46 0.01655c (14010624) 3737810.46 0.01630c (14010624) 419554.82 3737810.46 0.01609c (14010624) 3737810.46 0.01589c (14010624) 419594.82 3737810.46 0.01571c (14010624) 3737810.46 0.01555c (14010624) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** *** AERMET - VERSION 16216 *** *** *** 07:16:51 12/30/18 419334.82 419374.82 419414.82 419454.82 419494.82 419534.82 419574.82 419614.82 PAGE 65 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): L0006931 L0006932 , L0006933 , L0006934 , L0006935 , L0006936 , L0006937 , L0006938 , L0006939 , L0006940 L0006941 , L0006942 , L0006943 , L0006944 , L0006945 , L0006946 , L0006947 , L0006948 L0006949 , L0006950 , L0006951 , L0006952 , L0006953 , L0006954 , L0006955 , L0006956 L0006957 , L0006958 *** ** *** DISCRETE CARTESIAN RECEPTOR POINTS ** CONC OF PM 10 IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 419634.82 3737810.46 0.01550c (14010624) 419654.82 3737810.46 0.01527c (14010624) 419294.82 3737830.46 0.02021 (13020124) 419314.82 Page 149 MainPlace r.ADO 3737830.46 0.01968c (14010624) 419334.82 3737830.46 0.01907c (14010624) 419354.82 3737830.46 0.01843c (14010624) 419374.82 3737830.46 0.01797c (14010624) 419394.82 3737830.46 0.01767c (14010624) 419414.82 3737830.46 0.01735c (14010624) 419434.82 3737830.46 0.01686c (14010624) 419454.82 3737830.46 0.01667c (14010624) 419474.82 3737830.46 0.01676c (14010624) 419494.82 3737830.46 0.01678c (14010624) 419514.82 3737830.46 0.01660c (14010624) 419534.82 3737830.46 0.01635c (14010624) 419554.82 3737830.46 0.01610c (14010624) 419574.82 3737830.46 0.01588c (14010624) 419594.82 3737830.46 0.01573c (14010624) 419614.82 3737830.46 0.01567c (14010624) 419634.82 3737830.46 0.01560c (14010624) 419654.82 3737830.46 0.01537c (14010624) 419314.82 3737850.46 0.01972c (14010624) 419334.82 3737850.46 0.01915c (14010624) 419354.82 3737850.46 0.01863c (14010624) 419374.82 3737850.46 0.01824c (14010624) 419394.82 3737850.46 0.01796c (14010624) 419414.82 3737850.46 0.01763c (14010624) 419434.82 3737850.46 0.01711c (14010624) 419454.82 3737850.46 0.01688c (14010624) 419474.82 3737850.46 0.01689c (14010624) 419494.82 3737850.46 0.01680c (14010624) 419514.82 3737850.46 0.01651c (14010624) 419534.82 3737850.46 0.01630c (14010624) 419554.82 3737850.46 0.01610c (14010624) 419574.82 3737850.46 0.01592c (14010624) 419594.82 3737850.46 0.01577c (14010624) 419614.82 3737850.46 0.01570c (14010624) 419634.82 3737850.46 0.01559c (14010624) 419654.82 3737850.46 0.01538c (14010624) 419514.82 3737870.46 0.01648c (14120424) 419534.82 3737870.46 0.01631c (14120424) 419554.82 3737870.46 0.01623c (14120424) 419574.82 3737870.46 0.01609c (14120424) 419594.82 3737870.46 0.01592c (14120424) 419614.82 3737870.46 0.01574c (14120424) 419634.82 3737870.46 0.01556c (14120424) 419654.82 3737870.46 0.01538c (14120424) 419514.82 3737890.46 0.01844c (14120424) 419534.82 3737890.46 0.01821c (14120424) 419554.82 3737890.46 0.01802c (14120424) 419574.82 3737890.46 0.01781c (14120424) 419594.82 Page 150 MainPlace r.ADO 3737890.46 0.01760c (14120424) 419614.82 3737890.46 0.01740c (14120424) 419634.82 3737890.46 0.01720c (14120424) 419654.82 3737890.46 0.01701c (14120424) 419674.82 3737890.46 0.01677c (14120424) T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 66 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** THE SUMMARY OF MAXIMUM ANNUAL RESULTS AVERAGED OVER 5 YEARS *** ** CONC OF PM 10 IN MICROGRAMS/M**3 ** NETWORK GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI 1ST HIGHEST VALUE IS 0.01111 AT ( 419234.82, 3737770.46, 43.76, 54.60, 16.80) DC 2ND HIGHEST VALUE IS 0.01109 AT ( 419254.82, 3737790.46, 43.56, 54.60, 16.80) DC 3RD HIGHEST VALUE IS 0.01095 AT ( 419254.82, 3737770.46, 43.81, 54.60, 16.80) DC 4TH HIGHEST VALUE IS 0.01093 AT ( 419234.82, 3737750.46, 44.03, 44.03, 16.80) DC 5TH HIGHEST VALUE IS 0.01064 AT ( 419234.82, 3737730.46, 44.45, 44.45, 16.80) DC 6TH HIGHEST VALUE IS 0.01053 AT ( 419234.82, 3737650.46, 44.42, 44.42, 16.80) DC 7TH HIGHEST VALUE IS 0.01052 AT ( 419234.82, 3737670.46, 44.52, 44.52, 16.80) DC 8TH HIGHEST VALUE IS 0.01048 AT ( 419254.82, 3737750.46, 44.55, 44.55, 16.80) DC 9TH HIGHEST VALUE IS 0.01048 AT ( 419234.82, 3737710.46, 44.68, 44.68, 16.80) DC 10TH HIGHEST VALUE IS 0.01042 AT ( 419234.82, 3737690.46, 44.73, 44.73, 16.80) DC Page 151 MainPlace_r.ADO ALL 1ST HIGHEST VALUE IS 0.01111 AT ( 419234.82, 3737770.46, 43.76, 54.60, 16.80) DC 2ND HIGHEST VALUE IS 0.01109 AT ( 419254.82, 3737790.46, 43.56, 54.60, 16.80) DC 3RD HIGHEST VALUE IS 0.01095 AT ( 419254.82, 3737770.46, 43.81, 54.60, 16.80) DC 4TH HIGHEST VALUE IS 0.01093 AT ( 419234.82, 3737750.46, 44.03, 44.03, 16.80) DC 5TH HIGHEST VALUE IS 0.01064 AT ( 419234.82, 3737730.46, 44.45, 44.45, 16.80) DC 6TH HIGHEST VALUE IS 0.01053 AT ( 419234.82, 3737650.46, 44.42, 44.42, 16.80) DC 7TH HIGHEST VALUE IS 0.01052 AT ( 419234.82, 3737670.46, 44.52, 44.52, 16.80) DC 8TH HIGHEST VALUE IS 0.01048 AT ( 419254.82, 3737750.46, 44.55, 44.55, 16.80) DC 9TH HIGHEST VALUE IS 0.01048 AT ( 419234.82, 3737710.46, 44.68, 44.68, 16.80) DC 10TH HIGHEST VALUE IS 0.01042 AT ( 419234.82, 3737690.46, 44.73, 44.73, 16.80) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 67 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 1-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 152 MainPlace_r.ADO SRCGPI HIGH 1ST HIGH VALUE IS 0.10656 ON 14071805: AT ( 419374.82, 3737350.46, 44.42, 44.42, 16.80) DC ALL HIGH 1ST HIGH VALUE IS 0.10656 ON 14071805: AT ( 419374.82, 3737350.46, 44.42, 44.42, 16.80) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 PAGE 68 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* RESULTS *** ** *** THE SUMMARY OF HIGHEST 24-HR ** CONC OF PM 10 IN MICROGRAMS/M**3 DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID -ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRCGPI HIGH 1ST HIGH VALUE IS 0.02622c ON 12120424: AT ( 419234.82, 3737650.46, 44.42, 44.42, 16.80) DC ALL HIGH 1ST HIGH VALUE IS 0.02622c ON 12120424: AT ( 419234.82, 3737650.46, 44.42, 44.42, 16.80) DC *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR T *** AERMOD - VERSION 18081 *** *** C:\Lakes\AERMOD View\MainPlace_r\MainPlace_r.isc *** 12/30/18 *** AERMET - VERSION 16216 *** *** *** 07:16:51 Page 153 MainPlace r.ADO PAGE 69 *** MODELOPTs: RegDFAULT CONC ELEV FLGPOL URBAN ADJ_U* *** Message Summary : AERMOD Model Execution *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 2 Warning Message(s) A Total of 1864 Informational Message(s) A Total of 43848 Hours Were Processed A Total of 1500 Calm Hours Identified A Total of 364 Missing Hours Identified ( 0.83 Percent) ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** ME W186 765 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 765 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET ************************************ *** AERMOD Finishes Successfully *** ************************************ Page 154 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.106 24 Hour Avg Concentration: 0.070 Annual Avg Concentration: 0.049 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 1.0505E-05 I 3.07214E-05 2.49786E-05 II 9.8047E-06 8.6375E-06 Risk in one million Cancer Risk: 70- ear exposure 1 2.39E-05 23.94 30- ear exposure 2.02E-05 20.16 9-year exposure I 1.45E-05 1 14.49 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.04869 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 4.87E-02 Concentration (annual average) 5 Reference Exposure Level 0.010 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 1.06E-01 Acute REL (Acrolein) 2.5 Acute HQ = 0.043 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.114 24 Hour Avg Concentration: 0.065 Annual Avg Concentration: 0.044 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears 16<30 years 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 9.48884E-06 I 2.77496E-05 2.25623E-05 I 1.9062E-05 I 8.85625E-06 7.8019E-06 Risk in one million Cancer Risk: 70- ear exposure 1 2.16E-05 21.62 30- ear exposure 1.82E-05 18.21 9-year exposure 1 1.31E-05 1 13.09 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.04398 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 4.40E-02 Concentration (annual average) 5 Reference Exposure Level 0.009 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 1.14E-01 Acute REL (Acrolein) 2.5 Acute HQ = 0.046 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.119 24 Hour Avg Concentration: 0.060 Annual Avg Concentration: 0.035 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 7.49527E-06 I 2.19195E-05 1.78221E-05 II 6.99559E-06 6.1628E-06 Risk in one million Cancer Risk: 70- ear exposure 1 1.71 E-05 17.08 30- ear exposure 1.44E-05 14.38 9-year exposure I 1.03E-05 1 10.34 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.03474 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 3.47E-02 Concentration (annual average) 5 Reference Exposure Level 0.007 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 1.19E-01 Acute REL (Acrolein) 2.5 Acute HQ = 0.047 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.118 24 Hour Avg Concentration: 0.048 Annual Avg Concentration: 0.024 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 5.11767E-06 I 1.49663E-05 1.21687E-05 II 4.77649E-06 4.2079E-06 Risk in one million Cancer Risk: 70- ear exposure 1.17E-05 11.66 30- ear exposure 9.82E-06 9.82 9-year exposure I 7.06E-06 1 7.06 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.02372 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 ears FAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 2.37E-02 Concentration (annual average) 5 Reference Exposure Level 0.005 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 1.18E-01 Acute REL (Acrolein) 2.5 Acute HQ = 0.047 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.114 24 Hour Avg Concentration: 0.036 Annual Avg Concentration: 0.015 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 3.31613E-06 I 9.69784E-06 7.88502E-06 II 3.09505E-06 2.7266E-06 Risk in one million Cancer Risk: 70- ear exposure 1 7.56E-06 7.56 30- ear exposure 6.36E-06 6.36 9-year exposure I 4.57E-06 1 4.57 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.01537 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 1.54E-02 Concentration (annual average) 5 Reference Exposure Level 0.003 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 1.14E-01 Acute REL (Acrolein) 2.5 Acute HQ = 0.046 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.107 24 Hour Avg Concentration: 0.026 Annual Avg Concentration: 0.011 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 2.39702E-06 I 7.00995E-06 5.69958E-06 I4.81535E-06I 2.23722E-06 1.9709E-06 Risk in one million Cancer Risk: 70- ear exposure 5.46E-06 5.46 30- ear exposure 4.60E-06 4.60 9-year exposure 1 3.31E-06 1 3.31 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.01111 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 1.11E-02 Concentration (annual average) 5 Reference Exposure Level 0.002 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 1.07E-01 Acute REL (Acrolein) 2.5 Acute HQ = 0.043 Threshold : 1 Main Place Risk Calculations Risk Calculations 1 HourAvg Concentration'. 0.027 24 Hour Avg Concentration'. 0.018 Annual Avg Concentration 0.012 Cancer Risk 3rd trimester OQ Seake 1 219 years 2116 Seake 16130 Seake 16170 years DOSEair-(Calr'(BR/BW)'A'EF'10-) 2.62626E-06 7.68035E-06 I 624466E-06 527586E-06 245117E-06 21594E-06 Risk-DOSEair*CPF*ASF'ED/AT*FAH 876983E-08 1 2.05175E-06 1 148373E-06 1 250709E-06 13936587E-07 13376E-06 Risk in one million Cancer Risk 70. earexposure 1 598E-06 1 598 30.year exposure 1 5.04E-06 1 604 & earexposure 1 3.62E-06 1 3.62 Threshold 10 in one million DOSEair mg/Igd Dose through inhalation CPF 1.1 (mg/kg/day)- Cancer Potency Factor for DPM BREW BR/BW3rd trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight day BREW in 12 years) 658 BREW E<9 ears 535 BREW (2< 16 years) 452 BREW 16 <30 ears 210 BREW (16 <70 years) 185 10 1.00E-06 Micrograms to milligrams conversions, liters to cubic meters conversion Fair 0.0121725 a /m Concentration in air Hal modeled annual average concentration A 1 Inhalation absorption factor EF 096 da s/ ear Exposure be uenc da s/ ear ED ED(3rd trimester) 025 years Exposure duration (years) ED R <2 ears 2 ED (2 <9 years) 7 ED 2<16,16<30 ears 14 ED (16 - 70 years) 54 AT 70 years Averaging time period overwhich exposure isaveraged ASF ASF(3rd trimester- 2 years) 10 Age Sensitivity Factor ASF 2-16 ears 3 ASF (16 - 70 years) 1 FAH FAH 3rd trimester-2 ears 085 Fraction of time spent at home(unitless) FALL (2-16years) 072 FAH 16-70 ears 073 Chronic Noncancer Hazard Hazard Quotient - C,PE4 Ci 122E-02 Concentration (annual average) REL, 5 Reference Exposure Level HQ 0 002 Threshold 1 Acute NonCancer Hazard Acute HQ -Maximum Hourly Concentration/Acute REL Max Hourly 2.66E-02 Acute REL (Acrolein) 25 Acute HQ - 0.011 Threshold 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.029 24 Hour Avg Concentration: 0.016 Annual Avg Concentration: 0.011 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears 16<30 years 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 2.37221E-06 I 6.93739E-06 5.64059E-06 I 4.7655E-06 I 2.21406E-06 1.9505E-06 Risk in one million Cancer Risk: 70- ear exposure 5.41 E-06 5.41 30- ear exposure 4.55E-06 4.55 9-year exposure I 3.27E-06 1 3.27 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.010995 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 1.10E-02 Concentration (annual average) 5 Reference Exposure Level 0.002 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 2.86E-02 Acute REL (Acrolein) 2.5 Acute HQ = 0.011 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.030 24 Hour Avg Concentration: 0.015 Annual Avg Concentration: 0.009 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 1.87382E-06 I 5.47988E-06 4.45552E-06 II 1.7489E-06 1.5407E-06 Risk in one million Cancer Risk: 70- ear exposure 1 4.27E-06 4.27 30- ear exposure 3.60E-06 3.60 9-year exposure I 2.59E-06 1 2.59 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.008685 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 8.69E-03 Concentration (annual average) 5 Reference Exposure Level 0.002 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 2.96E-02 Acute REL (Acrolein) 2.5 Acute HQ = 0.012 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.030 24 Hour Avg Concentration: 0.012 Annual Avg Concentration: 0.006 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 1.27942E-06 I 3.74159E-06 3.04217E-06 II 1.19412E-06 1.052E-06 Risk in one million Cancer Risk: 70- ear exposure 1 2.92E-06 2.92 30- ear exposure 2.46E-06 2.46 9-year exposure I 1.77E-06 1 1.77 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.00593 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 earsFAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 5.93E-03 Concentration (annual average) 5 Reference Exposure Level 0.001 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 2.95E-02 Acute REL (Acrolein) 2.5 Acute HQ = 0.012 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.029 24 Hour Avg Concentration: 0.009 Annual Avg Concentration: 0.004 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 8.29033E-07 I 2.42446E-06 1.97126E-06 II 7.73764E-07 6.8165E-07 Risk in one million Cancer Risk: 70- ear ex osurE-06 1..89 8E30- ear exposure 9-year exposure I 1.14E-06 1 1.14 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.0038425 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 ears FAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 3.84E-03 Concentration (annual average) 5 Reference Exposure Level 0.001 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 2.86E-02 Acute REL (Acrolein) 2.5 Acute HQ = 0.011 Threshold : 1 MainPlace Risk Calculations Risk Calculations 1 Hour Avg Concentration: 0.027 24 Hour Avg Concentration: 0.007 Annual Avg Concentration: 0.003 Cancer Risk 3rtl trimester 1 0<2 years 1 2<9 years 1 2<16 ears I 16<30 ears 16<70 years DOSEair= (Cair'(BR/BW)'A'EF'10- 5.99255E-07 I 1.75249E-06 1.4249E-06 I1.20384E-06I 5.59305E-07 4.9272E-07 Risk in one million Cancer Risk: 70- ear exposure 1 1.37E-06 1.37 30- ear exposure 1.15E-06 1.15 9-year exposure I 8.27E-07 1 0.83 Threshold : 10 in one million DOSEair m Ac d Dose throw h inhalation CPF 1.1 m Ac /tla - Cancer Potenc Factor for DPM BR/BW BR/BW 3rtl trimester 225 L/kg Daily Breathing rate normalized to body weight bodyweight- day BR/BW 0<2 ears 658 BR/BW 2<9 ears 535 BR/BW 2<16 years 452 BR/BW 16<30 ears 210 BR/BW 16<70 ears 185 90 1.00E-06 Micro rams to milli rams conversions, liters to cubic meters conversion Cair 0.0027775 u /m Concentration in air u /m modeled annual avera a concentration A 1 Inhalation absorption factor EF days/year Exposure frequency ED ED 3rtl trimester ears Exposure duration (years) ED 0 < 2 ears ED 2 < 9 ears ED 2<16, 16<30 ears ED 16-70 ears AT J70ears Averz in time eriod over which ex osure is avera ed ASF ASF 3rtl trimester- 2 ears Age Sensitivity Factor ASF 2-16 ears ASF 16-70 ears FAH FAH 3rtl trimester- 2 ears Fraction oftime spent at home (unitless) FAH2-16 ears FAH 16-70 ears Chronic Noncancer Hazard Hazard Quotient = C/REL, C, REL, HQ= Threshold: Acute NonCancer Hazard 2.78E-03 Concentration (annual average) 5 Reference Exposure Level 0.001 1 Acute HQ = Maximum Hourly Concentration/Acute REL Max Hourly 2.66E-02 Acute REL (Acrolein) 2.5 Acute HQ = 0.011 Threshold : 1 City of Santa Ana MainPlace Mall Transformation Project Addendum to the Fashion Square Commercial Center Final EIR Appendix H. Greenhouse Gas Emissions Assessment City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. MAINPLACE MALL TRANSFORMATION PROJECT Greenhouse Gas Emissions Assessment Prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Kimley>»Horn E pec: More Experience Better March 2019 This Page Intentionally Left Blank City of Santa Ana Main Place Mall Transformation Project TABLE OF CONTENTS Section Greenhouse Gas Emissions Assessment Page No. 1 Introduction................................................................................................................................... 1 2 PROPOSED PROJECT DESCRIPTION.................................................................................................1 2.2 Proposed Project......................................................................................................................................1 3 Environmental Setting.................................................................................................................... 9 3.1 Greenhouse Gases and Climate Change..................................................................................................9 4 Regulatory Setting........................................................................................................................12 4.1 Federal...................................................................................................................................................12 4.2 State of California...................................................................................................................................15 4.3 Regional..................................................................................................................................................21 4.4 Local.......................................................................................................................................................22 S Significance Criteria And Methodology..........................................................................................25 5.1 Thresholds and Significance Criteria......................................................................................................25 5.2 Methodology..........................................................................................................................................26 6 Potential Impacts and Mitigation..................................................................................................27 6.1 Greenhouse Gas Emissions....................................................................................................................27 6.2 Greenhouse Gas Reduction Plan Compliance........................................................................................33 6.3 Other Greenhouse Gas Emissions Topics...............................................................................................40 6.4 Cumulative Setting, Impacts, and Mitigation Measures........................................................................42 7 References....................................................................................................................................44 TABLES Table 1: MainPlace Mall Summary of Approved and Proposed Land Uses...................................................................2 Table 2: Description of Greenhouse Gases..................................................................................................................10 Table 3: Project Greenhouse Gas Emissions...............................................................................................................28 Table4: Net GHG Emissions........................................................................................................................................30 Table 5: Net Service Population GHG Emissions.........................................................................................................32 Table 6: City of Santa Ana Climate Action Plan Consistency.......................................................................................34 Table 7: Project Consistency with Applicable CARB Scoping Plan Measures..............................................................37 Table 8: Net Operational GHG Emissions Subject to Cap-and-Trade..........................................................................41 Kimley »Horn Page I i City of Santa Ana Main Place Mall Transformation Project FIGURES Greenhouse Gas Emissions Assessment Figure1— Vicinity Map....................................................................................................................................... 3 Figure 2—Existing Site Plan Figure3 — Project Site Plan.................................................................................................................................. 7 APPENDIX Appendix A: Greenhouse Gas Emissions Data Page I ii City of Santa Ana Main Place Mall Transformation Project LIST OF ABBREVIATED TERMS AB Assembly Bill CARB California Air Resource Board CCR California Code of Regulations CalEEMod California Emissions Estimator Model CEQA California Environmental Quality Act CALGreen Code California Green Building Standards Code CPUC California Public Utilities Commission COz carbon dioxide COze carbon dioxide equivalent CFC chlorofluorocarbon CPP Clean Power Plan CCSP Climate Change Scoping Plan cy cubic yard EPA Environmental Protection Agency FCAA Federal Clean Air Act FR Federal Register GHG greenhouse gas HCFC hydrochlorofluorocarbon HFC hydrofluorocarbon LCFS Low Carbon Fuel Standard CH4 methane MMTCOze million metric tons of carbon dioxide equivalent MTCOze million tons of carbon dioxide equivalent NHTSA National Highway Traffic Safety Administration NF3 nitrogen trifluoride N20 nitrous oxide PFC perfluorocarbon SB Senate Bill SCAB South Coast Air Basin SCAQMD South Coast Air Quality Management District SCAG Southern California Association of Government Sf square foot SF6 sulfur hexafluoride TAC toxic air contaminants Greenhouse Gas Emissions Assessment Page I iii City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank Greenhouse Gas Emissions Assessment Kimley »Horn Page I iv City of Santa Ana MainPlace Mall Transformation Project Greenhouse Gas Emissions Assessment 1 INTRODUCTION This Greenhouse Gas (GHG) Emissions Assessment has been prepared to evaluate the potential GHG effects associated with the proposed MainPlace Mall Transformation Project (MainPlace Project, or Proposed Project), which includes revitalization of the MainPlace Mall and adoption of the MainPlace Specific Plan. MainPlace Mall has evolved over several decades from the original Fashion Square project approved in 1983, to the present mall of approximately 1,130,000 square feet (sf) of commercial uses. The site has not yet been developed to its full potential; existing entitlements allow for the additional development of up to 1,500,000 sf of office use, 400 hotel rooms, and additional commercial square footage. The MainPlace Specific Plan proposes changes to the approved land use plan, as discussed in the Proposed Project section of this report. This analysis has been undertaken to analyze whether the proposed MainPlace Project would result in any new or substantially more severe significant environmental impacts as compared to the conclusions discussed in the certified Fashion Square Commercial Center Final Environmental Impact Report (Approved Project or Final EIR). The purpose of this analysis is to document whether any new GHG impacts would occur based on proposed updates to the Proposed Project (described below) pursuant to State California Environmental Quality Act (CEQA) Guidelines Section 15162 (et seq.). 1.1 Background 1.1.1 Fashion Square Commercial Center Final EIR -1983 In 1983, the Santa Ana Fashion Square development consisted of an approximately 512,595-sf open-air retail mall on the site of the current MainPlace Mall. The Fashion Square Commercial Center Subsequent Final EIR was prepared to evaluate the potential impacts associated with rehabilitation and redevelopment of the site as a mixed -use commercial center with 1,600,000 sf of retail space, 1,500,000 sf of office space, and 1,200 hotel rooms. The Final EIR was certified by the City of Santa Ana Redevelopment Agency in 1983. 1.1.2 Addendum to the Final EIR for MainPlace / Santa Ana — 2000 Addendum (ER 96-033) to the Environmental Impact Report for Proposed MainPlace/Santa Ana Expansion noted that the existing MainPlace Regional Shopping Center had approximately 1.1 million sf of leasable retail space. Subsequent entitlements in 2000 revised the allowed land uses approved in 1983. The vesting tentative parcel map approved in 2000 would allow up to 1,509,255 sf of retail, 1,500,000 sf of office space, and 400 hotel rooms. The Final EIR and the Addendum to the Final EIR did not evaluate the effects of GHG emission generation. Page 11 City of Santa Ana Main Place Mall Transformation Project This Page Intentionally Left Blank Greenhouse Gas Emissions Assessment >>)Horrl Page 12 City of Santa Ana MainPlace Mall Transformation Project Greenhouse Gas Emissions Assessment 2 PROPOSED PROJECT DESCRIPTION 2.1 Project Location The approximately 49.04-acre project site is currently occupied by the existing MainPlace Mall in the City of Santa Ana. The project site location is shown in its regional setting on Figure 1, Local Vicinity. A site plan for the existing site is provided on Figure 2, Site Vicinity. The site is in the northern portion of the City and is generally bordered on the north by State Route 22 (SR-22 — the Garden Grove Freeway); on the south by MainPlace Drive and commercial development south of MainPlace Drive; on the east by Main Street; and on the west by Interstate 5 (1-5 — the Santa Ana Freeway). Primary arterial access to the Specific Plan area is from Main Street, Town and Country Road, and Broadway, which provide access to 1-5 and SR-22. A four -lane perimeter access road, MainPlace Drive, serves as a ring road around the north, west, and south sides of MainPlace Mall, and connects to the surrounding street system in four locations: The project site is currently designated in the City's General Plan as District Center and existing zoning is General Commercial (C2), which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Land uses surrounding the Specific Plan Area are predominantly large roadways and freeways and commercial uses, with limited residential in the vicinity. The Discovery Science Center is located approximately 800 feet to the south. 2.2 Proposed Project The total building area for MainPlace Mall is currently 1,130,000 sf of commercial / retail uses within an enclosed mall building. There are 4,882 parking spaces in surface parking lots and 3 parking structures. The MainPlace Mall is currently entitled for the following additional development: 379,255 sf of additional retail space, bringing the retail square footage to a total of 1,509,255 sf; 1,500,000 sf of office space; and 400 hotel rooms. The applicant wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use by adding residential uses in a mixed - use setting. The Proposed Project site plan is shown on Figure 3, Land Use Plon. As proposed, the Project would consist of the following additional development: 270,000 sf of commercial (bringing the total commercial development to 1,400,000 sf); 750,000 sf of office; 400 hotel rooms; and 1,900 multi -family residential units. Table 1 provides a comparison of the originally approved to the currently entitled to the proposed land use mix for the project site. Page 11 City of Santa Ana MainPlace Mall Transformation Project Greenhouse Gas Emissions Assessment Table 1: MainPlace Mall Summary of Approved and Proposed Land Uses Land Use Originally Approved (1983) Currently Entitled (2000) Proposed Project Difference from Currently Entitled Commercial (sf)' 1,600,000 1,509,255 1,400,000 (109,255) Office (sf) 1,500,000 1,500,000 750,000 (750,000) Hotel (rooms) 1,200 400 400 0 Residential (du) 0 0 1,900 1,900 sf= square feet; du = dwelling units 1. Retail uses include the total existing building area of 1,130,000 sf of commercial / retail uses for MainPlace Mall. The following changes in the transportation system would also be constructed as part of the project: The segment of MainPlace Drive between Main Street and Bedford Road would be realigned; and A traffic signal would be constructed at the intersection of MainPlace Drive at Bedford Road. Page 12 1 G�` a •fix ''- � L° nfn ' � _ � . •.� _,- �_ 7on�•. d City of, Orange cct NOW (� 1p po � Q f z 2� °�'� City of Santa Ana City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment ))Horn Page 14 'VA, A }• U y It MAIN STREET a City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment ))Horn Page 16 LEGEND �••� Project Boundary ---- Parcel Line Commercial Core Mixed -Use PARC //�� \ 10 PARCEL 6 I! Y 5 z N BROADWAY ST fREEF� [ _ .v ._.______.___-__.- _ , r--' _-T___"_ Figure 3 Project Site Plan Ef City of Santa Ana This Page Intentionally Left Blank Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment ))Horn Page 18 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment 3 ENVIRONMENTAL SETTING 3.1 Greenhouse Gases and Climate Change Certain gases in the earth's atmosphere, classified as GHGs, play a critical role in determining the earth's surface temperature. Solar radiation enters the earth's atmosphere from space. A portion of the radiation is absorbed by the earth's surface and a smaller portion of this radiation is reflected back toward space. This absorbed radiation is then emitted from the earth as low -frequency infrared radiation. The frequencies at which bodies emit radiation are proportional to temperature. Because the earth has a much lower temperature than the sun, it emits lower -frequency radiation. Most solar radiation passes through GHGs; however, infrared radiation is absorbed by these gases. As a result, radiation that otherwise would have escaped back into space is instead "trapped," resulting in a warming of the atmosphere. This phenomenon, known as the greenhouse effect, is responsible for maintaining a habitable climate on earth. The primary GHGs contributing to the greenhouse effect are carbon dioxide (CO2), methane (CH4), and nitrous oxide (N20). Fluorinated gases also make up a small fraction of the GHGs that contribute to climate change. Examples of fluorinated gases include chlorofluorocarbons (CFCs), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), sulfur hexafluoride (SF6), and nitrogen trifluoride (NF3); however, it is noted that these gases are not associated with typical land use development. Human -caused emissions of GHGs exceeding natural ambient concentrations are believed to be responsible for intensifying the greenhouse effect and leading to a trend of unnatural warming of the Earth's climate, known as global climate change or global warming. GHGs are global pollutants, unlike criteria air pollutants and toxic air contaminants (TACs), which are pollutants of regional and local concern. Whereas pollutants with localized air quality effects have relatively short atmospheric lifetimes (about one day), GHGs have long atmospheric lifetimes (one to several thousand years). GHGs persist in the atmosphere for long enough time periods to be dispersed around the globe. Although the exact lifetime of a GHG molecule is dependent on multiple variables and cannot be pinpointed, more CO2 is emitted into the atmosphere than is sequestered by ocean uptake, vegetation, or other forms of carbon sequestration. Of the total annual human -caused CO2 emissions, approximately 55 percent is sequestered through ocean and land uptakes every year, averaged over the last 50 years, whereas the remaining 45 percent of human -caused CO2 emissions remains stored in the atmosphere.' Table 2 describes the primary GHGs attributed to global climate change, including their physical properties. 1 Intergovernmental Panel on Climate Change, Carbon and Other Biogeochemical Cycles. In: Climate Change 2013: The Physical Science Basis, Contribution of Working Group/ to the Fifth Assessment Report of the Intergovernmental Panel on Climate Change, 2013. http://www.climatechange20l3.org/ images/report/WG1AR5_ALL_FINAL.pdf. Horn Page 19 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 2: Description of Greenhouse Gases Greenhouse Gas Description CO2 is a colorless, odorless gas that is emitted naturally and through human activities. Natural sources include decomposition of dead organic matter; respiration of bacteria, plants, animals, and fungus; evaporation from oceans; and volcanic outgassing. Anthropogenic sources are from burning coal, oil, natural gas, and wood. The largest Carbon Dioxide (CO2) source of CO2 emissions globally is the combustion of fossil fuels such as coal, oil, and gas in power plants, automobiles, and industrial facilities. The atmospheric lifetime of CO2 is variable because it is readily exchanged in the atmosphere. CO2 isthe most widely emitted GHG and is the reference gas (Global Warming Potential of 1) for determining Global Warming Potentials for other GHGs. N2O is largely attributable to agricultural practices and soil management. Primary human -related sources of N2O include agricultural soil management, sewage Nitrous Oxide (N2O) treatment, combustion of fossil fuels, and adipic and nitric acid production. N2O is produced from biological sources in soil and water, particularly microbial action in wet tropical forests. The atmospheric lifetime of N2O is approximately 120 years. The Global Warming Potential of N2O is 298. CH, a highly potent GHG, primarily results from off -gassing (the release of chemicals from nonmetallic substances under ambient or greater pressure conditions) and is largely associated with agricultural practices and landfills. Methane is the major Methane (CHa) component of natural gas, about 87 percent byvolume. Human -related sources include fossil fuel production, animal husbandry, rice cultivation, biomass burning, and waste management. Natural sources of CHa include wetlands, gas hydrates, termites, oceans, freshwater bodies, non -wetland soils, and wildfires. The atmospheric lifetime of CHa is about 12 years and the Global Warming Potential is 25. HFCs are typically used as refrigerants for both stationary refrigeration and mobile air Hydrofluorocarbons conditioning. The use of HFCs for cooling and foam blowing is increasing, as the (HFCs) continued phase -out of CFCs and HCFCs gains momentum. The 100-year Global Warming Potential of HFCs range from 124 for HFC-152 to 14,800 for HFC-23. PFCs have stable molecular structures and only break down by ultraviolet rays about 60 kilometers above Earth's surface. Because of this, they have long lifetimes, between Perfluorocarbons (PFCs) 10,000 and 50,000 years. Two main sources of PFCs are primary aluminum production and semiconductor manufacturing. Global Warming Potentials range from 6,500 to 9, 200. CFCs are gases formed synthetically by replacing all hydrogen atoms in methane or ethane with chlorine and/or fluorine atoms. They are nontoxic, nonflammable, Chlorofluorocarbons insoluble, and chemically unreactive in the troposphere (the level of air at the earth's (CFCs) surface). CFCs were synthesized in 1928 for use as refrigerants, aerosol propellants, and cleaning solvents. The Montreal Protocol on Substances that Deplete the Ozone Layer prohibited their production in 1987. Global Warming Potentials for CFCs range from 3,800 to 14,400. SF6 is an inorganic, odorless, colorless, and nontoxic, nonflammable gas. It has a lifetime Sulfur Hexafluoride (SF6) of 3,200 years. This gas is manmade and used for insulation in electric power transmission equipment, in the magnesium industry, in semiconductor manufacturing, and as a tracer gas. The Global Warming Potential of SF6 is 23,900. Hydrochlorofluorocarbons HCFCs are solvents, similar in use and chemical composition to CFCs. The main uses of (HCFCs) HCFCs are for refrigerant products and air conditioning systems. As part of the Montreal Protocol, HCFCs are subject to a consumption cap and gradual phase -out. The Page 110 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 2: Description of Greenhouse Gases Greenhouse Gas Description United States is scheduled to achieve a 100 percent reduction to the cap by 2030. The 100-year Global Warming Potentials of HCFCs range from 90 for HCFC-123 to 1,800 for HCFC-142b. NF3 was added to Health and Safety Code section 38505(g)(7) as a GHG of concern. This Nitrogen Trifluoride (NF3) gas is used in electronics manufacture for semiconductors and liquid crystal displays. It has a high global warming potential of 17,200. Source: Compiled from EPA, Overview of Greenhouse Gases, April 11, 2018 (https://www.epa.gov/ghgemissions/overview- greenhouse-gases); EPA, Inventory of U.S. Greenhouse Gas Emissions and Sinks: 1990-2016, 2018; Intergovernmental Panel on Climate Change, Climate Change 2007: The Physical Science Basis, 2007; National Research Council, Advancing the Science of Climate Change, 2010; EPA, Methane and Nitrous Oxide Emission from Natural Sources, April 2010. Page 111 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment 4 REGULATORY SETTING 4.1 Federal To date, national standards have not been established for nationwide GHG reduction targets, nor have any regulations or legislation been enacted specifically to address climate change and GHG emissions reduction at the project level. Various efforts have been promulgated at the federal level to improve fuel economy and energy efficiency to address climate change and its associated effects. The Energy Policy and Conservation Act of 1975 (42 USC Section 6201). The Energy Policy and Conservation Act of 1975 was developed to establish energy conservation programs to efficiently and effectively minimize any adverse economic or employment impacts of changing patterns of energy use and meet local economic, climatic, geographic, and other unique conditions and requirements of each State. The Act established the Strategic Petroleum Reserve, the Energy Conservation Program for Consumer Products, and Corporate Average Fuel Economy (CAFE) regulations. National Climate Program Ad of 1978 (95`" Congress H.R.6669). The National Climate Program Act requires the Secretary of Commerce to establish a National Climate Program Office to enable the United States and other nations to understand and respond to natural and man -induced climate processes and their implications. The Program includes: (1) procedures for assessing the effect of climate on agriculture, energy supply and demand, land and water resources, transportation, human health, and national security; (2) basic and applied research to improve understanding of climate processes; (3) methods of improving climate forecasts; (4) global data collection and climate monitoring and analysis activities to provide reliable, useful, and available information on a continuing basis; (5) systems for the management and active dissemination of climatological data and information; (6) measures for increasing international cooperation in climate research, monitoring, analysis, and data dissemination; (7) mechanisms for intergovernmental climate -related research and services, including participating by universities and the private sector; (8) experimental climate forecast centers; and (9) biennial revisions for the final five-year plan. In 1979, the National Research Council released Strategy for the National Climate Program, the first of a number of reviews and advisory documents prepared by the National Research Council on the program. The Global Change Research Act of 1990 as amended is the currently mandated framework within which climate and global change research is implemented among U.S. federal departments and agencies. The Energy Policy Act of 1992 (102n' Congress H.R.776.ENR). The Energy Policy Act of 1992 set goals, created mandates, and amended utility laws to increase clean energy use and improve overall energy efficiency in the United States. The Act consists of twenty-seven titles detailing various measures designed to lessen the nation's dependence on imported energy, provide incentives for clean and renewable energy, and promote energy conservation in buildings. Title XVI (Global Climate Change) requires the Secretary of Energy to report to the Congress on specified implications of global climate change policies, including the generation of greenhouse gases and carbon dioxide, and U.S. compliance with its international obligations. Energy Policy Act of 2005 (109`" Congress H.R.6). The Energy Policy Act of 2005 sets forth an energy research and development program covering: (1) energy efficiency; (2) renewable energy; (3) oil and gas; (4) coal; (5) Indian energy; (6) nuclear matters and security; (7) vehicles and motor fuels, including ethanol; Page 112 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment (8) hydrogen; (9) electricity; (10) energy tax incentives; (11) hydropower and geothermal energy; and (12) climate change technology. Energy Independence and Security Act of 2007 (110t' Congress H.R.6). The Energy Independence and Security Act of 2007 (December 2007), among other key measures, requires the following, which would aid in the reduction of national GHG emissions: Increase the supply of alternative fuel sources by setting a mandatory Renewable Fuel Standard requiring fuel producers to use at least 36 billion gallons of biofuel in 2022. Set a target of 35 miles per gallon (mpg) for the combined fleet of cars and light trucks by model year 2020 and direct the National Highway Traffic Safety Administration (NHTSA) to establish a fuel economy program for medium- and heavy-duty trucks and create a separate fuel economy standard for work trucks. Prescribe or revise standards affecting regional efficiency for heating and cooling products and procedures for new or amended standards, energy conservation, energy efficiency labeling for consumer electronic products, residential boiler efficiency, electric motor efficiency, and home appliances. Massachusetts v. Environmental Protection Agency (2007). The U.S. Supreme Court ruled in Massachusetts v. Environmental Protection Agency, 127S.Ct. 1438 (2007), that CO2 and other GHGs are pollutants under the Federal Clean Air Act (FCAA), which the U.S. Environmental Protection Agency (EPA) must regulate if it determines they pose an endangerment to public health or welfare. The Court's opinion also referenced a Council on Environmental Quality report issued in 1970 that concluded that "[m]an may be changing his weather' and a 1979 Climate Research Board investigation that determined "If carbon dioxide continues to increase, the study group finds no reason to doubt that climate changes will result and no reason to believe that these changes will be negligible.... A wait -and -see policy may mean waiting until it is too late." 3 U.S. Environmental Protection Agency Endangerment Finding. The EPA's authority to regulate GHG emissions stems from the U.S. Supreme Court decision in Massachusetts v. EPA (2007). As noted above, the Supreme Court ruled that GHGs meet the definition of air pollutants. Responding to the Court's ruling, the EPA finalized an endangerment finding in December 2009. Based on scientific evidence it found that six GHGs (CO2, CH4, N2O, HFCs, PFCs, and SF6) constitute a threat to public health and welfare. Thus, it is the Supreme Court's interpretation of the existing FCAA and the EPA's assessment of the scientific evidence that form the basis for the EPA's regulatory actions. Federal Vehicle Standards. In response to the U.S. Supreme Court ruling discussed above, Executive Order 13432 was issued in 2007 directing the EPA, the Department of Transportation, and the Department of Energy to establish regulations that reduce GHG emissions from motor vehicles, non -road vehicles, and non -road engines by 2008. In 2009, the NHTSA issued a final rule regulating fuel efficiency and GHG emissions from cars and light -duty trucks for model year 2011, and in 2010, the EPA and NHTSA issued a final rule regulating cars and light -duty trucks for model years 2012-2016. 2 Council on Environmental Quality, Environmental Quality: The First Annual Report, August 1970. 3 Climate Research Board, Carbon Dioxide and Climate: A Scientific Assessment, 1979. Page 113 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment In 2010, an Executive Memorandum was issued directing the Department of Transportation, Department of Energy, EPA, and NHTSA to establish additional standards regarding fuel efficiency and GHG reduction, clean fuels, and advanced vehicle infrastructure. In response to this directive, the EPA and NHTSA proposed stringent, coordinated federal GHG and fuel economy standards for model years 2017-2025 light -duty vehicles. The proposed standards projected to achieve 163 grams per mile of CO2 in model year 2025, on an average industry fleet -wide basis, which is equivalent to 54.5 miles per gallon if this level were achieved solely through fuel efficiency. The final rule was adopted in 2012 for model years 2017-2021, and NHTSA intends to set standards for model years 2022-2025 in a future rulemaking. On January 12, 2017, the EPA finalized its decision to maintain the current GHG emissions standards for model years 2022-2025 cars and light trucks. It should be noted that the EPA is currently proposing to freeze the vehicle fuel efficiency standards at their planned 2020 level (37 mpg), canceling any future strengthening (currently 54.5 mpg by 2026). In addition to the regulations applicable to cars and light -duty trucks described above, in 2011, the EPA and NHTSA announced fuel economy and GHG standards for medium- and heavy-duty trucks for model years 2014-2018. The standards for CO2 emissions and fuel consumption are tailored to three main vehicle categories: combination tractors, heavy-duty pickup trucks and vans, and vocational vehicles. According to the EPA, this regulatory program will reduce GHG emissions and fuel consumption for the affected vehicles by 6 to 23 percent over the 2010 baselines. In August 2016, the EPA and NHTSA announced the adoption of the phase two program related to the fuel economy and GHG standards for medium- and heavy-duty trucks. The phase two program will apply to vehicles with model year 2018 through 2027 for certain trailers, and model years 2021 through 2027 for semi -trucks, large pickup trucks, vans, and all types and sizes of buses and work trucks. The final standards are expected to lower CO2 emissions by approximately 1.1 billion metric tons and reduce oil consumption by up to 2 billion barrels over the lifetime of the vehicles sold under the program. Clean Power Plan and New Source Performance Standards for Electric Generating Units. On October 23, 2015, the EPA published a final rule (effective December 22, 2015) establishing the carbon pollution emission guidelines for existing stationary sources: electric utility generating units (80 Federal Register [FR] 64510-64660), also known as the Clean Power Plan (CPP). These guidelines prescribe how states must develop plans to reduce GHG emissions from existing fossil -fuel -fired electric generating units. The guidelines establish CO2 emission performance rates representing the best system of emission reduction for two subcategories of existing fossil -fuel -fired electric generating units: one fossil -fuel -fired electric utility steam -generating unit and two stationary combustion turbines. Concurrently, the EPA published a final rule (effective October 23, 2015) establishing standards of performance for GHG emissions from new, modified, and reconstructed stationary sources: electric utility generating units (80 FIR 64661-65120). The rule prescribes CO2 emission standards for newly constructed, modified, and reconstructed affected fossil - fuel -fired electric utility generating units. The U.S. Supreme Court stayed implementation of the CPP pending resolution of several lawsuits. Additionally, in March 2017, the federal government directed the EPA Administrator to review the CPP to determine whether it is consistent with current executive policies concerning GHG emissions, climate change, and energy. Presidential Executive Order 13783. Presidential Executive Order 13783, Promoting Energy Independence and Economic Growth issued on March 28, 2017, orders all federal agencies to apply cost -benefit analyses to regulations of GHG emissions and evaluations of the social cost of CO2, N2O, and CH4. Page 114 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment 4.2 State of California California Air Resources Board The California Air Resources Board (CARB) is responsible for the coordination and oversight of State and local air pollution control programs in California. Various statewide and local initiatives to reduce California's contribution to GHG emissions have raised awareness about climate change and its potential for severe long-term adverse environmental, social, and economic effects. California is a significant emitter of CO2 equivalents (CO2e) in the world and produced 459 million gross metric tons of CO2e in 2013. In the State, the transportation sector is the largest emitter of GHGs, followed by industrial operations such as manufacturing and oil and gas extraction. The State of California legislature has enacted a series of bills that constitute the most aggressive program to reduce GHGs of any state in the nation. Some legislation, such as the landmark Assembly Bill (AB) 32, California Global Warming Solutions Act of 2006, was specifically enacted to address GHG emissions. Other legislation, such as Title 24 building efficiency standards and Title 20 appliance energy standards, were originally adopted for other purposes such as energy and water conservation, but also provide GHG reductions. This section describes the major legislation related to GHG emissions reduction. AB 32 (California Global Warming Solutions Act). AB 32 instructs the CARB to develop and enforce regulations for the reporting and verification of statewide GHG emissions. AB 32 also directed CARB to set a GHG emissions limit based on 1990 levels, to be achieved by 2020. It set a timeline for adopting a scoping plan for achieving GHG reductions in a technologically and economically feasible manner. CARB Scoping Plan. CARB adopted the Scoping Plan to achieve the goals of AB 32. The Scoping Plan establishes an overall framework for the measures that would be adopted to reduce California's GHG emissions. CARB determined that achieving the 1990 emissions level would require a reduction of GHG emissions of approximately 29 percent below what would otherwise occur in 2020 in the absence of new laws and regulations (referred to as "business -as -usual")'. The Scoping Plan evaluates opportunities for sector -specific reductions, integrates early actions and additional GHG reduction measures by both CARB and the State's Climate Action Team, identifies additional measures to be pursued as regulations, and outlines the adopted role of a Cap -and -Trade programs. Additional development of these measures and adoption of the appropriate regulations occurred through the end of 2013. Key elements of the Scoping Plan include: Expanding and strengthening existing energy efficiency programs, as well as building and appliance standards. Achieving a statewide renewables energy mix of 33 percent by 2020. 4 CARB defines business -as -usual (BAU) in its Scoping Plan as emissions levels that would occur if California continued to grow and add new GHG emissions but did not adopt any measures to reduce emissions. Projections for each emission -generating sector were compiled and used to estimate emissions for 2020 based on 2002-2004 emissions intensities. Under CARB's definition of BAU, new growth is assumed to have the same carbon intensities as was typical from 2002 through 2004. 'The Climate Action Team, led bythe secretary of the California Environmental Protection Agency, is a group of State agency secretaries and heads of agencies, boards, and departments. Team members workto coordinate statewide efforts to implement global warming emissions reduction programs and the State's Climate Adaptation Strategy. Page 115 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Developing a California Cap -and -Trade program that links with other programs to create a regional market system and caps sources contributing 85 percent of California's GHG emissions (adopted in 2011). Establishing targets for transportation -related GHG emissions for regions throughout California and pursuing policies and incentives to achieve those targets (several sustainable community strategies have been adopted). • Adopting and implementing measures pursuant to existing State laws and policies, including California's clean car standards, heavy-duty truck measures, the Low Carbon Fuel Standard (amendments to the Pavley Standard adopted 2009; Advanced Clean Car standard adopted 2012), goods movement measures, and the Low Carbon Fuel Standard (adopted 2009). • Creating targeted fees, including a public goods charge on water use, fees on gasses with high global warming potential, and a fee to fund the administrative costs of the State of California's long-term commitment to AB 32 implementation. In 2012, CARB released revised estimates of the expected 2020 emissions reductions. The revised analysis relied on emissions projections updated in light of current economic forecasts that accounted for the economic downturn since 2008, reduction measures already approved and put in place relating to future fuel and energy demand, and other factors. This update reduced the projected 2020 emissions from 596 million metric tons of CO2e (MMTCO2e) to 545 MMTCO2e. The reduction in forecasted 2020 emissions means that the revised business -as -usual reduction necessary to achieve AB 32's goal of reaching 1990 levels by 2020 is now 21.7 percent, down from 29 percent. CARB also provided a lower 2020 inventory forecast that incorporated State -led GHG emissions reduction measures already in place. When this lower forecast is considered, the necessary reduction from business -as -usual needed to achieve the goals of AB 32 is approximately 16 percent. CARB adopted the first major update to the Scoping Plan on May 22, 2014. The updated Scoping Plan summarizes the most recent science related to climate change, including anticipated impacts to California and the levels of GHG emissions reductions necessary to likely avoid risking irreparable damage. It identifies the actions California has already taken to reduce GHG emissions and focuses on areas where further reductions could be achieved to help meet the 2020 target established by AB 32. SIB 32 (California Global Warming Solutions Act of 2006: Emissions Limit). Signed into law in September 2016, SB 32 codifies the 2030 GHG reduction target in Executive Order B-30-15 (40 percent below 1990 levels by 2030). The bill authorizes CARB to adopt an interim GHG emissions level target to be achieved by 2030. CARB also must adopt rules and regulations in an open public process to achieve the maximum, technologically feasible, and cost-effective GHG reductions. With SB 32, the Legislature passed companion legislation, AB 197, which provides additional direction for developing the Scoping Plan. On December 14, 2017, CARB adopted a second update to the Scoping Plan6. The 2017 Scoping Plan details how the State will reduce GHG emissions to meet the 2030 target set by Executive Order B-30-15 and codified by SB 32. Other objectives listed in the 2017 Scoping plan are to provide direct GHG emissions reductions; support climate investment in disadvantaged communities; and support the Clean Power Plan and other federal actions. 'California Air Resources Board, California's 2017 Climate Change Scoping Plan, https://www.arb.ca.gov/cc/scopingplan/scoping_plan_2017.pdf. Accessed November 13, 2018. Page 116 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Cap -and -Trade Program. Pursuant to the recommendations in the initial CARB Scoping Plan, California developed a Cap -and -Trade program that links with other Western Climate Initiative partner programs to create a regional market system. The California Cap -and -Trade program caps GHG emissions and requires the purchase of emission allowances for covered activities. The Cap -and -Trade program is designed to reduce GHG emissions from major sources (deemed "covered entities") by setting a firm cap on statewide GHG emissions and employing market mechanisms to achieve AB 32's emission -reduction mandate of returning to 1990 levels of emissions by 2020. The statewide cap for GHG emissions from the capped sectors (i.e., electricity generation, industrial sources, petroleum refining, and cement production) commenced in 2013 and will decline over time, achieving GHG emission reductions throughout the program's duration. The passage of AB 398 in July 2017 extended the duration of the Cap -and -Trade program from 2020 to 2030. CARB adopted the latest Scoping Plan in December 2017. The plan sets forth measures to reduce GHG emissions to achieve State GHG emission reduction targets for 2030 as prescribed by statute, as well as 2050 targets set forth in Executive Orders issued by the California governor's office. The Cap -and -Trade program is included in the 2017 Scoping Plan, without a termination date of 2030. Based on CARB's expert opinion that specific statutory authorization for a Cap -and -Trade program is not required, the inclusion of a Cap -and -Trade program through 2050 in the 2017 Scoping Plan, and other relevant climate laws, regulations, and policies, it is likely the Cap -and -Trade program will continue beyond 2030. Under the Cap -and -Trade program, covered entities that emit more than 25,000 metric tons CO2e per year must comply with Program requirements. Triggering of the 25,000 metric tons CO2e per year "inclusion threshold" is measured against a subset of emissions reported and verified under the California Regulation for the Mandatory Reporting of GHG Emissions (Mandatory Reporting Rule or "MRR"). CARB issues allowances equal to the total amount of allowable emissions over a given compliance period and distributes these to regulated entities. Covered entities are allocated free allowances in whole or part (if eligible), and may buy allowances at auction, purchase allowances from others, or purchase offset credits. The Cap -and -Trade program works with other direct regulatory measures and provides an economic incentive to reduce emissions. If California's direct regulatory measures reduce GHG emissions more than expected, then the Cap -and -Trade program will be responsible for relatively fewer emissions reductions. If California's direct regulatory measures reduce GHG emissions less than expected, then the Cap -and - Trade program will be responsible for relatively more emissions reductions. Thus, the Cap -and -Trade program assures that California will meet its 2020 GHG emissions reduction mandate. The Cap -and -Trade program will achieve aggregate, rather than site -specific or project -level, GHG emissions reductions. Also, due to the regulatory framework adopted by CARB in AB 32, the reductions attributed to the Cap -and -Trade program can change over time depending on the state's emissions forecasts and the effectiveness of direct regulatory measures. As of January 1, 2015, the Cap -and -Trade program covered approximately 85 percent of California's GHG emissions. The Cap -and -Trade Program covers the GHG emissions associated with electricity consumed in California, whether generated in -state or imported. The Cap -and -Trade program was extended in 2015 to cover combustion of fossil fuels including transportation fuels used in California. Accordingly, GHG emissions associated with the electricity usage and mobile sources of most projects that are subject to CEQA are covered by the Cap - and -Trade program. Page 117 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment AB 1575 (Warren-Alquist Act). Signed into law in 1974, the California Legislature created the California Energy Commission (CEC). The CEC regulates electricity production that is one of the major sources of GHGs. SB 375 (The Sustainable Communities and Climate Protection Act of 2008). Signed into law on September 30, 2008, SB 375 provides a process to coordinate land use planning, regional transportation plans, and funding priorities to help California meet the GHG reduction goals established by AB 32. SB 375 requires metropolitan planning organizations to include sustainable community strategies in their regional transportation plans for reducing GHG emissions, aligns planning for transportation and housing, and creates specified incentives for the implementation of the strategies. AB 1493 (Pavley Regulations and Fuel Efficiency Standards). AB 1493, enacted on July 22, 2002, required CARB to develop and adopt regulations that reduce GHGs emitted by passenger vehicles and light duty trucks. Implementation of the regulation was delayed by lawsuits filed by automakers and by the EPA's denial of an implementation waiver. The EPA subsequently granted the requested waiver in 2009, which was upheld by the by the U.S. District Court for the District of Columbia in 2011. The regulations establish one set of emission standards for model years 2009-2016 and a second set of emissions standards for model years 2017 to 2025. By 2025, when all rules will be fully implemented, new automobiles will emit 34 percent fewer CO2e emissions and 75 percent fewer smog -forming emissions. SB 1368 (Emission Performance Standards). SB 1368 is the companion bill of AB 32, which directs the California Public Utilities Commission (CPUC) to adopt a performance standard for GHG emissions for the future power purchases of California utilities. SB 1368 limits carbon emissions associated with electrical energy consumed in California by forbidding procurement arrangements for energy longer than 5 years from resources that exceed the emissions of a relatively clean, combined cycle natural gas power plant. The new law effectively prevents California's utilities from investing in, otherwise financially supporting, or purchasing power from new coal plants located in or out of the State. The CPUC adopted the regulations required by SB 1368 on August 29, 2007. The regulations implementing SB 1368 establish a standard for baseload generation owned by, or under long-term contract to publicly owned utilities, for 1,100 pounds of CO2 per megawatt -hour. SB 1078 and SBX1-2 (Renewable Electricity Standards). SB 1078 (2002) requires California to generate 20 percent of its electricity from renewable energy by 2017. In 2005, SB 107 accelerated the due date of the 20 percent mandate to 2010 instead of 2017. These mandates apply directly to investor -owned utilities. On November 17, 2008, Governor Arnold Schwarzenegger signed Executive Order 5-14-08, which established a Renewable Portfolio Standard target for California requiring that all retail sellers of electricity serve 33 percent of their load with renewable energy by 2020. Executive Order 5-21-09 also directed CARB to adopt a regulation by July 31, 2010, requiring the State's load -serving entities to meet a 33 percent renewable energy target by 2020. CARB approved the Renewable Electricity Standard on September 23, 2010 by Resolution 10-23. SBX1-2 (2011) codified the 33 percent by 2020 goal. SB 350 (Clean Energy and Pollution Reduction Act of 2015). Signed into law on October 7, 2015, SB 350 implements the goals of Executive Order B-30-15. The objectives of SB 350 are to increase the procurement of electricity from renewable sources from 33 percent to 50 percent (with interim targets of 40 percent by 2024, and 25 percent by 2027) and to double the energy efficiency savings in electricity and natural gas end uses of retail customers through energy efficiency and conservation. SB 350 also reorganizes the Independent System Operator to develop more regional electricity transmission markets Page 118 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment and improve accessibility in these markets, which will facilitate the growth of renewable energy markets in the western United States. AB 398 (Market -Based Compliance Mechanisms). Signed on July 25, 2017, AB 398 extended the duration of the Cap -and -Trade program from 2020 to 2030. AB 398 required CARB to update the Scoping Plan and for all GHG rules and regulations adopted by the State. It also designated CARB as the statewide regulatory body responsible for ensuring that California meets its statewide carbon pollution reduction targets, while retaining local air districts' responsibility and authority to curb toxic air contaminants and criteria pollutants from local sources that severely impact public health. AB 398 also decreased free carbon allowances over 40 percent by 2030 and prioritized Cap -and -Trade spending to various programs including reducing diesel emissions in impacted communities. SB 150 (Regional Transportation Plans). Signed on October 10, 2017, SB 150 aligns local and regional GHG reduction targets with State targets (i.e., 40 percent below their 1990 levels by 2030). SB 150 creates a process to include communities in discussions on how to monitor their regions' progress on meeting these goals. The bill also requires the CARB to regularly report on that progress, as well as on the successes and the challenges regions experience associated with achieving their targets. SB 150 provides for accounting of climate change efforts and GHG reductions and identify effective reduction strategies. SB 100 (California Renewables Portfolio Standard Program: Emissions of Greenhouse Gases). Signed into Law in September 2018, SB 100 increased California's renewable electricity portfolio from 50 to 60 percent by 2030. SB 100 also established a further goal to have an electric grid that is entirely powered by clean energy by 2045. Executive Orders Related to GHG Emissions California's Executive Branch has taken several actions to reduce GHGs using executive orders. Although not regulatory, they set the tone for the State and guide the actions of State agencies. Executive Order 5-3-05. Executive Order 5-3-05 was issued on June 1, 2005, which established the following GHG emissions reduction targets: By 2010, reduce greenhouse gas emissions to 2000 levels. By 2020, reduce greenhouse gas emissions to 1990 levels. By 2050, reduce greenhouse gas emissions to 80 percent below 1990 levels. The 2050 reduction goal represents what some scientists believe is necessary to reach levels that will stabilize the climate. The 2020 goal was established to be a mid-term target. Executive Order 5-01-07. Issued on January 18, 2007, Executive Order S 01-07 mandates that a statewide goal shall be established to reduce the carbon intensity of California's transportation fuels by at least 10 percent by 2020. The executive order established a Low Carbon Fuel Standard (LCFS) and directed the Secretary for Environmental Protection to coordinate the actions of the California Energy Commission, CARB, the University of California, and other agencies to develop and propose protocols for measuring the "life -cycle carbon intensity' of transportation fuels. CARB adopted the LCFS on April 23, 2009. Executive Order 5-13-08. Issued on November 14, 2008, Executive Order 5-13-08 facilitated the California Natural Resources Agency development of the 2009 California Climate Adaptation Strategy. Objectives Page 119 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment include analyzing risks of climate change in California, identifying and exploring strategies to adapt to climate change, and specifying a direction for future research. Executive Order 5-14-08. Issued on November 17, 2008, Executive Order 5-14-08 expands the State's Renewable Energy Standard to 33 percent renewable power by 2020. Additionally, Executive Order 5-21- 09 (signed on September 15, 2009) directs CARB to adopt regulations requiring 33 percent of electricity sold in the State come from renewable energy by 2020. CARB adopted the Renewable Electricity Standard on September 23, 2010, which requires 33 percent renewable energy by 2020 for most publicly owned electricity retailers. Executive Order 5-21-09. Issued on July 17, 2009, Executive Order 5-21-09 directs CARB to adopt regulations to increase California's RPS to 33 percent by 2020. This builds upon SB 1078 (2002), which established the California RPS program, requiring 20 percent renewable energy by 2017, and SB 107 (2006), which advanced the 20 percent deadline to 2010, a goal which was expanded to 33 percent by 2020 in the 2005 Energy Action Plan II. Executive Order B-30-15. Issued on April 29, 2015, Executive Order B-30-15 established a California GHG reduction target of 40 percent below 1990 levels by 2030 and directs CARB to update the Climate Change Scoping Plan to express the 2030 target in terms of million metric tons of CO2e (MMTCO2e). The 2030 target acts as an interim goal on the way to achieving reductions of 80 percent below 1990 levels by 2050, a goal set by Executive Order 5-3-05. The executive order also requires the State's climate adaptation plan to be updated every three years and for the State to continue its climate change research program, among other provisions. With the enactment of SB 32 in 2016, the Legislature codified the goal of reducing GHG emissions by 2030 to 40 percent below 1990 levels. Executive Order B-55-18. Issued on September 10, 2018, Executive Order B-55-18 establishes a goal to achieve carbon neutrality as soon as possible, and no later than 2045, and achieve and maintain net negative emissions thereafter. This goal is in addition to the existing statewide targets of reducing GHG emissions. The executive order requires CARB to work with relevant state agencies to develop a framework for implementing this goal. It also requires CARB to update the Scoping Plan to identify and recommend measures to achieve carbon neutrality. The executive order also requires state agencies to develop sequestration targets in the Natural and Working Lands Climate Change Implementation Plan. California Regulations and Building Codes California has a long history of adopting regulations to improve energy efficiency in new and remodeled buildings. These regulations have kept California's energy consumption relatively flat even with rapid population growth. Title 20 Appliance Efficiency Regulations. The appliance efficiency regulations (California Code of Regulations [CCR] Title 20, Sections 1601-1608) include standards for new appliances. Twenty-three categories of appliances are included in the scope of these regulations. These standards include minimum levels of operating efficiency, and other cost-effective measures, to promote the use of energy- and water -efficient appliances. Title 24 Building Energy Efficiency Standards. California's Energy Efficiency Standards for Residential and Nonresidential Buildings (CCR Title 24, Part 6), was first adopted in 1978 in response to a legislative mandate to reduce California's energy consumption. The standards are updated periodically to allow consideration and possible incorporation of new energy efficient technologies and methods. Energy Page 120 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment efficient buildings require less electricity; therefore, increased energy efficiency reduces fossil fuel consumption and decreases GHG emissions. The 2016 Building Energy Efficiency Standards approved on January 19, 2016 went into effect on January 1, 2017. The 2019 Building Energy Efficiency Standards were adopted on May 9, 2018 and take effect on January 1, 2020. Under the 2019 standards, homes will use about 53 percent less energy and nonresidential buildings will use about 30 percent less energy than buildings under the 2016 standards. Title 24 California Green Building Standards Code. The California Green Building Standards Code (CCR Title 24, Part 11 code) commonly referred to as the CALGreen Code, is a statewide mandatory construction code developed and adopted by the California Building Standards Commission and the Department of Housing and Community Development. The CALGreen standards require new residential and commercial buildings to comply with mandatory measures under the topics of planning and design, energy efficiency, water efficiency/conservation, material conservation and resource efficiency, and environmental quality. CALGreen also provides voluntary tiers and measures that local governments may adopt that encourage or require additional measures in the five green building topics. The most recent update to the CALGreen Code went into effect January 1, 2017. 4.3 Regional South Coast Air Quality Management District Thresholds The South Coast Air Quality Management District (SCAQMD) formed a GHG California Environmental Quality Act (CEQA) Significance Threshold Working Group to provide guidance to local lead agencies on determining significance for GHG emissions in their CEQA documents. As of the last Working Group meeting (Meeting 15) held in September 2010, the SCAQMD was proposing to adopt a tiered approach for evaluating GHG emissions for development projects where SCAQMD is not the lead agency. With the tiered approach, a project is compared with the requirements of each tier sequentially and would not result in a significant impact if it complies with any tier. Tier 1 excludes projects that are specifically exempt from SB 97 from resulting in a significant impact. Tier 2 excludes projects that are consistent with a GHG reduction plan that has a certified final CEQA document and complies with AB 32 GHG reduction goals. Tier 3 excludes projects with annual emissions lower than a screening threshold. The SCAQMD proposed a screening threshold of 10,000 metric tons of CO2e (MTCO2e) per year for industrial projects and 3,000 MTCO2e for non -industrial projects. SCAQMD concluded that projects with emissions less than the screening threshold would not result in a significant cumulative impact. Tier 4 consists of three decision tree options. Under the Tier 4 first option, SCAQMD initially outlined that a project would be excluded if design features and/or mitigation measures resulted in emissions 30 percent lower than business as usual emissions. However, the Working Group did not provide a recommendation for this approach. The Working Group folded the Tier 4 second option into the third option. Under the Tier 4 third option, the project would be excluded if it was below an efficiency -based threshold of 4.8 MTCO2e per service population (SP) per year or 3.0 MTCO2e/SP/year for projects opening after 2020. Tier 5 would exclude projects that implement offsite mitigation (GHG reduction projects) or purchase offsets to reduce GHG emission impacts to less than the proposed screening level. GHG efficiency metrics are utilized as thresholds to assess the GHG efficiency of a project on a per capita basis or on a service population basis (the sum of the number of jobs and the number of residents provided by a project) such that the project would allow for consistency with the goals of AB 32 (i.e., 1990 GHG emissions levels by 2020) and SB 32 (40 percent below 1990 levels by 2030). GHG efficiency Page 121 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment thresholds can be determined by dividing the GHG emissions inventory goal, by the estimated service population. This method allows highly efficient projects with higher mass emissions to meet the overall reduction goals of AB 32, and is appropriate, because the threshold can be applied evenly to all project types (residential or commercial/retail only and mixed use). Southern California Association of Governments On April 7, 2016, the Southern California Association of Governments (SCAG) Regional Council adopted the 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS). The RTP/SCS charts a course for closely integrating land use and transportation so that the region can grow smartly and sustainably. The strategy was prepared through a collaborative, continuous, and comprehensive process with input from local governments, county transportation commissions, tribal governments, non-profit organizations, businesses and local stakeholders within the counties of Orange, Imperial, Los Angeles, Riverside, San Bernardino, and Ventura. The RTP/SCS is a long-range vision plan that balances future mobility and housing needs with economic, environmental, and public health goals. The SCAG region strives toward sustainability through integrated land use and transportation planning. The SCAG region must achieve specific federal air quality standards and is required by State law to lower regional GHG emissions. 4.4 Local City of Santa Ana General Plan The City of Santa Ana General Plan is the City's "constitution" for future development. The General Plan does not mention specific standalone greenhouse gas emission goals and policies for the City. Instead, the General Plan has goals and policies to reduce consumption of non-renewable energy and develop new energy sources. Since there are limited Project -relevant policies specific to greenhouse gas emissions, related policies are mentioned in this section. Where inconsistencies exist, if any, they are addressed in the respective impact analysis below. General Plan goals and objectives that directly address energy include the following: Energy Element Goal 1: To reduce consumption of non-renewable energy. Objective 1.1: Reduce transportation -related energy consumption. Objective 1.2: Reduce land use related energy consumption. Objective 1.3: Reduce construction- related energy consumption. Objective 1.4: Increase public awareness of energy conservation needs and means. Goal 2: To support development and utilization of new energy sources. Objective 2.1: Utilize efficient new sources of energy in City facilities and vehicles. Objective 2.2: Cooperate with other cities and regional agencies and private industry on resource and energy recovery projects. Page 122 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Circulation Element The City is in the process of updating the Circulation Element of the General Plan, which includes Complete Streets policies to bring the City in compliance with the Complete Streets Act. City of Santa Ana Climate Action Plan The Santa Ana Climate Action Plan (CAP) was prepared in December 2015. The CAP represents the City's commitment to improving quality of life by reducing carbon pollution and energy use. The baseline GHG emissions inventory was conducted in 2008. Based on the City's 2008 population, the CAP determined that baseline emissions were approximately 5.5 MTCO2e per person, "significantly lower than the per - capita emissions level of nearby cites." In 2014, Santa Ana City Council adopted community -wide emissions reduction goals of 15 percent below the baseline year by 2020 and 30 percent below by 2035. For municipal operations emission the reduction goal is 30 percent by 2020 and 40 percent by 2035. The CAP builds upon the goals and policies set forth in the City's General Plan and is specifically designed to achieve the City's goals of reducing community -wide GHG emissions. One of the methods prescribed by the CAP for achieving those goals is encouraging higher intensity mixed - use development within the City's designated District Centers. Specifically, the CAP explains that "District Centers are to be developed to provide shopping, business, cultural, education, recreation, entertainment, and housing opportunities, and the most intense development in the City is targeted to those areas."' The CAP further encourages locating new residential development within the City's existing commercial and employment corridors "to create a more optimal mix of land uses" and "divert some work, shopping, and eating trips from automobile use to bicycle and pedestrian traffic."' The City's measures to reduce emissions are addressed in five sectors: Transportation and Land Use; Energy; Solid Waste; Water; and Wastewater. The various CAP measures are categorized as voluntary, incentivized, City ordinance (applies to community measures only), or State mandated. The CAP supports the City's Economic Development Element goal to "increase employment opportunities for local residents." The CAP measures that reduce City energy costs support the goal of "keeping taxes and fees at a fair level competitive with those of comparable communities." As transportation accounted for 48 percent of community emissions in the City, this sector has the greatest potential for emissions reductions. One of the primary Transportation and Land Use Measures in the CAP is the Development of Local Retail Service Nodes, Local Residential Nodes near Retail and Employment, and Local Employment Nodes near Residential and Retail Areas. City of Santa Ana Municipal Code Santa Ana Green Building Standards Article XVI Section 8-2900, Green Building Standards Code, of the City's Municipal Code adopts by reference the California Green Building Standards Code (CALGreen requirements). Santa Ana Transportation Management Ordinance The Santa Ana Transportation Management Ordinance (Municipal Code Article XII [Transportation Management] Section 36-600 et seq.) requires projects that have 250 or more employees to prepare and ' City of Santa Ana, Climate Action Plan, page 10, December 2015. E City of Santa Ana, Climate Action Plan, page 30, December 2015. Page 123 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment submit a Transportation Demand Management (TDM) Strategy Plan to the City. The objective of the Transportation Management Ordinance is to more efficiently utilize the existing and planned transportation system and to reduce vehicle emissions by implementing the following policies: • Reduce the number of peak period vehicle trips generated in association with additional development. • Promote and encourage the use of alternative transportation modes such as ridesharing, carpools, vanpools, public bus and rail transit, bicycles and walking, as well as those facilities that support such modes. • Promote and encourage the implementation of flexible working hours and parking management strategies. • Achieve related reductions in vehicle trips, traffic congestion and public expenditure and achieve air quality improvements through utilization of existing local mechanisms and procedures for project review and permit processing. • Promote coordinated interjurisdictional implementation of strategies to reduce transportation demand and increase transportation system capacity. • Achieve the most efficient use of local resources through coordinated regional and local TDM and TSM programs. • Complement, not duplicate, the South Coast Air Quality Management District's Air Quality Management Plan Control Measures. • Assure perpetual compliance with approved TDM programs regardless of changes in property ownership through recorded covenants, conditions and restrictions (CC&R's). Projects are subject to various standards including the following facility improvements: preferential parking for carpools, bicycle parking and shower facilities, information on transportation alternatives, rideshare vehicle loading areas, vanpool vehicle accessibility, bus stop improvements, and pedestrian facilities. Transportation management strategy and plan compliance is enforced through building and certificate of occupancy permits and a penalty fee system. Page 124 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment 5 SIGNIFICANCE CRITERIA AND METHODOLOGY 5.1 Thresholds and Significance Criteria Addressing GHG emissions generation impacts requires an agency to determine what constitutes a significant impact. The amendments to the CEQA Guidelines specifically allow lead agencies to determine thresholds of significance that illustrate the extent of an impact and are a basis from which to apply mitigation measures. This means that each agency is left to determine whether a project's GHG emissions will have a "significant" impact on the environment. The guidelines direct that agencies are to use "careful judgment" and "make a good -faith effort, based to the extent possible on scientific and factual data, to describe, calculate or estimate" the project's GHG emissions'. Based upon the criteria derived from Appendix G of the CEQA Guidelines, a project normally would have a significant effect on the environment if it would: Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment, based on any applicable threshold of significance; or Conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of greenhouse gases. South Coast Air Quality Management District Thresholds The SCAQMD has not announced when staff expects to present a finalized version of its GHG thresholds to the governing board. On September 28, 2010, the SCAQMD GHG CEQA Significance Threshold Working Group recommended an interim screening level numeric "bright -line" thresholds and efficiency metric thresholds. The working group was formed to assist SCAQMD's efforts to develop a GHG significance threshold and was composed of a wide variety of stakeholders including the State Office of Planning and Research, CARB, the Attorney General's Office, a variety of city and county planning departments in the Air Basin, various utilities such as sanitation and power companies throughout the Air Basin, industry groups, and environmental and professional organizations. The screening level thresholds consist of 10,000 metric tons per year of CO2e (MTCO2e) for industrial land uses and 3,000 MTCO2e for non -industrial land uses. The Working Group's efficiency -based thresholds consist of 4.6 MTCO2e per service population per year (SP/yr) to meet 2020 reduction targets and 3.0 MTCO2e/SP/yr to meet 2035 reduction targets. The efficiency -based thresholds use the GHG reduction target for the land use sector divided by population and employment (land use sector employment only). These thresholds were developed to be consistent with CEQA requirements for developing significance thresholds, are supported by substantial evidence, and provides guidance to CEQA practitioners in determining whether GHG emissions from a proposed project are significant. It should be noted that although the thresholds have not been formally adopted by the SCAQMD, these thresholds are substantiated in the Draft Guidance Document — Interim CEQA Greenhouse Gas (GHG) Significance Threshold (dated October 2008) prepared by the SCAQMD as well as the SCAQMD CEQA Significance Threshold Stakeholder Working Group meetings. Further, the efficiency -based thresholds developed by SCAQMD are consistent with similar thresholds developed by the Bay Area Quality Management District, which has proposed a project -level efficiency threshold of 4.6 MTCO2e/SP for land use ' 14 California Code of Regulations, Section 15064.4a. Page 125 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment projects.10 Accordingly, these recommendations represent the best available science on the subject of what constitutes a significant GHG effect on climate change for this project. 5.2 Methodology The Proposed Project's construction and operational emissions were calculated using the California Emissions Estimator Model version 2016.3.2 (CalEEMod). Details of the modeling assumptions and emission factors are provided in Appendix A: Greenhouse Gas Emissions Data. Project GHG emissions would be generated by vehicular traffic, area sources (e.g., landscaping maintenance, consumer products, architectural coatings), electrical generation, natural gas consumption, water supply and wastewater treatment, and solid waste. 10 See Bay Area Air Quality Management District CEQA Guidelines May 2017, p. D-22, finding "[t]h is efficiency -based threshold reflects very GHG-efficient projects. Page 126 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment 6 POTENTIAL IMPACTS AND MITIGATION 6.1 Greenhouse Gas Emissions Threshold 6.1 Would the project generate greenhouse gas emissions, either directly or indirectly, that could have a significant impact on the environment? The Proposed Project would include direct and indirect GHG emissions. Direct operational -related GHG emissions for the Proposed Project would include emissions from area and mobile sources, while indirect emissions are from energy consumption, water demand, and solid waste. Previous Fashion Square Commercial Center EIR Significance Determination: The Final EIR did not evaluate GHG emission impacts. Likewise, the prior addendum to the EIR prepared in 1996 and relied upon on 2000 did not evaluate GHG emissions. Proposed Project Analysis: The Final EIR analyzed the rehabilitation of the Fashion Square Shopping Center and a maximum permitted development of 3,100,000 sf of office and retail space and 1,200 hotel rooms. The Proposed Project would adjust the land use allocation to include 1,900 dwelling units, 400 hotel rooms, 750,000 sf of office, and 1,400,000 sf of retail (adding 270,000 sf to the existing 1,130,000 sf of retail). Total Emissions The Proposed Project would result in direct emissions of GHGs from construction. Construction of the Proposed Project would include development of 270,000 additional square feet of retail, 750,000 square feet of office, 400 hotel rooms, and 1,900 multi -family residential units. Earthwork would involve the export of 440,000 cubic yards of soil for parking structures and the import of 200,000 cubic yards of soil for minor grade adjustments. Demolition of existing parking lot pavement, parking structures, and other existing structures was also assumed based on existing surface area and as -built square footages. Conservatively, no import/export was assumed for the Originally Approved (1983) Plan and the Current Entitlement. Additionally, demolition of parking lot pavement, parking structures, and some retail structures assumed for the were conservatively not included for the Originally Approved (1983) Plan and Current Entitlement since demolition and grading is not known for these scenarios. Construction GHG emissions are typically summed and amortized over the lifetime of the Project (assumed to be 30 years), then added to the operational emissions". The amortized Project emissions would be 62 MTCO2e per year. Once construction is complete, the generation of these GHG emissions would cease. Operational emissions occur over the life of the Proposed Project. GHG emissions would result from direct emissions such as Project generated vehicular traffic (mobile emissions), on -site combustion of natural gas, and operation of any landscaping equipment. Operational GHG emissions would also result from indirect sources, such as off -site generation of electrical power, the energy required to convey water to, and wastewater from the project site, the emissions associated with solid waste generated from the project site, and any fugitive refrigerants from air conditioning or refrigerators. Total GHG emissions associated with the Proposed Project are summarized in Table 3. "The project lifetime is based on the standard 30-year assumption of the South Coast Air Quality Management District (South Coast Air Qua l ity M a nage ment District, Minutes for the GHG CEQA Significance Threshold Stakeholder Working Group #13, August 26, 2009). IGmleyoHorn Page 127 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 3: Project Greenhouse Gas Emissions MTCO2e per Year Originally Current Existing Approved Entitlement Proposed Emissions Source Conditions' (1983) Planz (2000)3 Project",s Construction Amortized Over 30 Years N/A 227 170 291 Area Sources 0.03 0.11 0.09 20 Energy 4,255 20,565 15,494 15,322 Mobile 31,043 50,559 39,499 39,945 Solid Waste 298 938 804 820 Water and Wastewater 541 2,635 2,495 2,437 Total 36,137 74,924 58,462 58,835 1. Existing Conditions consist of 1,130,000 sf of retail uses. 2. The Originally Approved (1983) Plan includes 1,200 hotel rooms, 1,500,000 sf of office, and 1,600,000 sf of retail uses. 3. The Current Entitlement (2000) includes 400 hotel rooms, 1,500,000 sf of office, and 1,509,255 sf of retail uses. 4. The Proposed Project includes 1,900 residential units, 400 hotel rooms, 750,000 sf of office, and 1,400,000 sf of retail uses. 5. It should be noted that the modeling for the Proposed Project conservatively does not take VMT reduction credits for improved destination accessibility (proximity to downtown Satna Ana), improved pedestrian network, and traffic calming measures (design features in the Specific Plan) in CaIEEMod. Source: CaIEEMod version 2016.3.2. Refer to Appendix Afor model outputs. Table 3 also compares the estimated emissions associated with Proposed Project to the emissions that would be associated with the total development contemplated in the Final El for the Originally Approved (1983) Plan, as well as development contemplated in the Current Entitlement (2000). Modeled emissions are broken down into the general categories of construction emissions, area sources, energy consumption, mobile sources, solid waste, and water and wastewater demand and conveyance. Emissions from these categories are discussed below. Construction Emissions. As noted above, construction emissions are summed and amortized over the lifetime of the project and then added to the operational emissions. Table 3 shows that the Proposed Project would have greater construction emissions than those associated with the Originally Approved (1983) Plan and the Current Entitlement. The modeling conservatively assumed no soil import/export or demolition for the Originally Approved (1983) Plan and the Current Entitlement since demolition and grading details are not known for these scenarios. Area Sources. Area source emissions occur from hearths (i.e. fireplaces), architectural coatings, landscaping equipment, and consumer products12. The design features for the Proposed Project do not include hearths. As the Project is an urban infill, multi -family and mixed -use project, landscaping would be limited. Additionally, the primary emissions from architectural coatings are volatile organic compounds, which are relatively insignificant as direct GHG emissions. The Proposed Project would result in 20 MTCO2eq/yr and the Originally Approved (1983) Plan and the Current Entitlement would both result 12 Consumer products are chemically formulated products used by household and institutional consumers, including, but not limited to, detergents; cleaning compounds; polishes; floor finishes; cosmetics; personal care products; home, lawn, and garden products; disinfectants; sanitizers; aerosol paints; and automotive specialty products; but does not include other paint products, furniture coatings, or architectural coatings. Page 128 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment in less than 1 MTCO2eq/yr (refer to Table 3). The difference in area source emissions is due to landscape maintenance equipment usage and emission rates by land use type. CaIEEMod landscape equipment usage rates are substantially higher for residential uses than non-residential uses. Additionally, it should be noted that the CaIEEMod does not include separate landscape equipment factors for single family and multi -family residential uses. Therefore, using said factors for uses is likely conservative. Energy Consumption. Energy consumption consists of emissions from project consumption of electricity and natural gas. The Proposed Project would result in 15,322 MTCO2e/yr from energy consumption. The Originally Approved (1983) Plan would result in 20,565 MTCO2e/yr and the Current Entitlement would result in 15,494 MTCO2e/yr from energy consumption (refer to Table 3). The difference in energy consumption emissions is primarily due to building area and land use type. For example, hotel and commercial uses have higher energy consumption rates than residential. Therefore, residential units in place of previously entitled non-residential uses would result in lower total energy consumption and lower associated GHG emissions. Mobile Sources. Mobiles sources from the Proposed Project were calculated with CaIEEMod based on the trip generation from the Project Traffic Study. As shown in Table 3, the mobile source emissions from the Proposed Project, including existing retail uses, would be 39,945 MTCO2eq/yr. The mobile source emissions from development of the Originally Approved (1983) Plan would be 50,559 MTCO2eq/yr and the Current Entitlement would result in 39,499 MTCO2e/yr. This decrease is due to the lower trip generation associated with the Proposed Project as well as internal trip capture due to the mix of land uses. The trip generation associated with the Proposed Project is lower than the Originally Approved (1983) Plan and the Current Entitlement because multi -family (mid -rise) residential uses have a lower trip generation rate than retail, office, and hotel uses. The Proposed Project would modify the Current Entitlement to reduce office and retail uses to accommodate multi -family residential uses. It should be noted that each of the development scenarios were modeled using the same operational year to provide a direct comparison and ensure that improvements in vehicle emissions are not due to regulatory requirements, inspection and maintenance programs, and fleet turnover that has occurred since the time the Final EIR was approved. Solid Waste. Solid waste releases GHG emissions in the form of methane when these materials decompose. The Proposed Project would result in 820 MTCO2e/yr from solid waste. Solid waste emissions would be 938 MTCO2e/yr from the Originally Approved (1983) Plan and 804 MTCO2e/yr from the Current Entitlement. Water and Wastewater. GHG emissions from water demand would occur from electricity consumption associated with water conveyance and treatment. The Proposed Project would result in 2,437 MTCO2e/yr from water and wastewater conveyance and treatment. Water and wastewater emissions would be 2,365 MTCO2e/yr from the Originally Approved (1983) Plan and 2,495 MTCO2e/yr from the Current Entitlement (refer to Table 3). Net Emissions Table 4 summarizes the total emissions and the net emissions (over existing conditions) associated with the Originally Approved (1983) Plan, the Current Entitlement, and the Proposed Project. Table 4 shows that the net GHG emissions from development of the Proposed Project would be 15,863 MTCO2e/yr less than the development contemplated under the Originally Approved (1983) Plan and 543 MTCO2e/yr more than the development allowed under the Current Entitlement. Page 129 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment than the development contemplated under the Originally Approved (1983) Plan and 373 MTCO2e/yr more than the development allowed under the Current Entitlement. Table 4: Net GHG Emissions Scenario MTCO2e/year Total Emissions Existing Conditions' 36,137 Originally Approved (1983) Plan' 74,924 Current Entitlement' 58,462 Proposed Project' 58,835 Net Emissions Over Existing Originally Approved (1983) Plan 38,787 Current Entitlement 22,325 Proposed Project 22,698 Proposed Project minus Originally Approved (1983) Plan -16,089 Proposed Project minus Current Entitlement 373 1. Existing Conditions consist of 1,130,000 sf of retail uses. 2. The Originally Approved (1983) Plan includes 1,200 hotel rooms, 1,500,000 sf of office, and 1,600,000 sf (470,000 sf net) of retail uses. 3. The Current Entitlement (2000) includes 400 hotel rooms, 1,500,000 sf of office, and 1,509,255 sf (379,255 sf net) of retail uses. 4. The Proposed Project includes 1,900 residential units, 400 hotel rooms, 750,000 sf of office, and 1,400,000 sf (270,000 sf net) of retail uses. Source: CaIEEMod version 2016.3.2. Refer to Appendix A for model outputs. Development at the project site would be subject to the City's Transportation Management Ordinance (Municipal Code Article XII). Although compliance with the Transportation Management Ordinance would also be required for the Current Entitlement, the Proposed Project's land use mix and design features would implement more transportation management measures and to a higher degree. The Proposed Project is an urban mixed -use infill project that would include local retail, housing, office, and hotel near OCTA transit routes, major freeways, and roadways. The infill location, mix of uses, and proximity to transit would reduce dependency on cars, reduce time spent in traffic, closely links residents to jobs and services, and reduce VMT. The inclusion of 1,900 residential dwelling units (in place of previously entitled non-residential uses) at a commercial site would create a more optimal mix of land uses that would be conducive to the increased use of transit. The proposed 750,000 sf of office on the same site as existing and proposed retail and proposed residential would locate employment nodes near residential land retail areas. The Proposed Project would place residences adjacent to commercial and retail uses and also within close proximity to Downtown Santa Ana and Orange. The incorporation of job -creating uses and housing within the Specific Plan area would also drive use of the site by creating a walkable environment that is focused around the user. The Specific Plan includes numerous Design Guidelines that maximize pedestrian access and amenities that would complement the mix of uses. These guidelines would minimize conflicts between pedestrians and vehicles, link buildings to pedestrian areas, include additional pedestrian entrances, encourage pedestrian movement, and include midblock crossings, among others (refer to DG-7, DG-8, DG-22, DG-73, DG-78, DG-94, DG-95 through DG-97, DG-117, and DG-122 through 125 in the Specific Plan). Kimley>)Horn Page 130 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment GHG Efficiency Project GHG efficiency is based on GHG emissions divided by the estimated service population. Use of an efficiency -based threshold is appropriate for the Proposed Project because it measures the Proposed Project's emissions on a per service population basis to determine its overall GHG efficiency relative to regulatory GHG reduction goals, as opposed to applying a relatively arbitrary threshold limit that may not be well substantiated. It should be noted that service population is typically defined as residents and employees; customers and visitors are not included in service population. Accordingly, projects that serve high numbers of customers or visitors tend to exceed service population thresholds, even for highly efficient projects. Thus, use of a service population efficiency -based threshold for a project that includes commercial and hotel uses is conservative. The service population metric is derived from CARB's 2008 and 2017 Scoping Plans. The 2008 and 2017 Scoping Plans determined that based on the GHG emissions inventories for the state, people living in California generate approximately 14 tons of GHG emissions per capita and need to reduce GHG emissions to approximately 10 tons of GHG per capita to meet the 2020 GHG reduction target of AB 32. Additionally, to meet post-2020 targets, per capita emissions would need to be to no more than 6 MTCO2e per capita by 2030 and 2 MTCO2e per capita by 2050. As discussed above, the SCAQMD GHG CEQA Significance Threshold Stakeholder Working Group" recommended a service population threshold of 3.0 MTCO2e/SP/year for the year 2035 based on the emissions and population plus employment for land use sectors. The service population efficiency metric was developed to ensure that newer developments were not penalized by introducing "new emissions" and to encourage projects that are highly efficient with respect to GHG emissions.14 Table 5 shows the service population GHG emissions associated with the Proposed Project, the Originally Approved (1983) Plan, and the Current Entitlement. The table also compares the Proposed Project net emissions with the net (yet unrealized) emissions associated with the Originally Approved (1983) Plan and the Current Entitlement. As shown in Table 5, the Proposed Project's service population would be higher and service population GHG emissions would be less than the Originally Approved (1983) Plan and the Current Entitlement scenarios. The Proposed Project's lower efficiency metric means that it would accommodate more residents and employees at a lower overall rate of emissions. As discussed above, the City of Santa Ana prepared a CAP that was adopted in December 2015. The CAP represents the City's commitment to improving quality of life by reducing carbon pollution and energy use. The baseline GHG emissions inventory was conducted in 2008. Based on the City's 2008 population, the CAP determined that baseline emissions were approximately 5.5 MTCO2e per person. As shown in 13 South Coast Air Quality M a nagement District, Minutes for the GHG CEQA Significance Threshold Stakeholder Working Group Meeting 15, September 28, 2010. 14 A horizon year efficiency metric can be derived from the GHG emissions inventories and reduction targets within the City's Climate Action Plan and with City population and employment data from SCAG. Based on the CAP, the City's 2035 emissions target is 1,823,838 MTCOze (1,959,431 MTCOze emissions projected in 2035 minus 135,593 MTCOze projected reductions), and SCAG's population and employment projected for the City is 486,100 (336,700 residents and 149,400 employees). The City specific service population threshold 3.75 in 2035. Use of the 3.0 MTCOze/SP/year threshold recommended by SCAQMD is thus consistent with achieving the City's emission reduction goals. Page 131 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 5, the Proposed Project's GHG Efficiency of 2.84 MTCO2e per service population at Project buildout is below the SCAQMD's 3.0 MTCO2e per service population 2035 threshold.15 Table 5: Net Service Population GHG Emissions MTCO2e/year/ Net Emissions Net Service Service Emissions Source (Net New Building Area) MTCO2e/year Population' Population2 Originally Approved (1983) Plan 1,200 hotel rooms, 1,500,000 sf office, and 470,000 sf of 38,787 5,181 7.49 retail uses Current Entitlement 400 hotel rooms, 1,500,000 sf office, and 379,255 sf of retail 22,325 4,462 5.00 uses Proposed Project 1,900 residential units, 400 hotel rooms, 750,000 sf office, 22,698 8,001 2.84 and 270,000 sf of retail uses Proposed Project Minus Originally Approved (1983) Plan -16,089 2,820 -4.65 Proposed Project Minus Current Entitlement 373 3,539 -2.16 1. Based on a maximum of 1,900 dwelling units and a population of 2.9 people per household based on California Department of Finance population estimates per dwelling unit, 1 employee per 1,804 sf of hotel, 1 employee per 400 sf of office, and 1 employee per 948 sf of retail space. 2. The SCAQMD's Tier 3 draft threshold for post-2020 is 3.0 MTCO2e per service population. Impact Conclusion As set forth above, the Proposed Project's GHG Efficiency of 2.84 MTCO2e per service population at Project buildout is below the 2035 threshold of 3.0 MTCO2e per service population recommended by SCAQMD. Thus, the impacts related to GHG emissions would be less than significant. Further, although GHG emissions were not addressed in the Final EIR, the analysis above demonstrates that the Proposed Project would result in far fewer total GHG emissions than the original project studied in the 1983 EIR, and would be similar to emissions from the current entitlements. Furthermore, since the Final EIR was adopted, State agencies have implemented additional regulations that will further reduce Project and cumulative GHG emissions, including: 2016 California Building Energy Standards and CALGreen Code (effective January 1, 2017); 2019 California Building Energy Standards requires new single-family homes and low-rise residences to achieve zero net electricity; 's Although not a threshold used in this analysis, CARB's adopted 2017 Climate Change Scoping Plan identifies statewide targets of no more than 6 MTCO2e per capita by 2030. The target recognizesthat California must accommodate population and economic growth. CARB recommends that local governments support climate action when considering discretionary approvals and entitlements of individual projects and their conformity with local Climate Action Plans (CAPS). Lead agencies have the discretion to develop evidence -based numeric thresholds (mass emissions, per capita, or per service population) consistent with this Scoping Plan, the State's long-term GHG goals, and climate change science. CARB recommends that lead agencies prioritize on -site design features that reduce emissions, especially from VMT. Kimley>)Horn Page 132 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment • SB Bill 350, approved on October 7, 2015, which increases the State's Renewable Portfolio Standards for electricity providers from 33 percent to 50 percent by December 31, 2030, among other measures; • California Air Resources Board's Advanced Clean Car program (2012) and Mobile Source Strategy (2016), each of which serve to reduce mobile GHG emissions; Executive Order B-16-2012 (Zero Emission Vehicles) which targets having over 1.5 million zero -emission vehicles in the State by 2025; • SB 32 (2016 amendments to the California Global Warming Solutions Act) establishing a new target of 40 percent GHG emission reductions below 1990 levels by 2030; • AB 398 (2017) which extends the State's Cap -and -Trade program through 2030; and 2014 and 2017 Scoping Plan Updates (Air Resources Board) which provide a comprehensive plan for the State to achieve its GHG targets through a variety of regulations enacted at the State level; • SB 100 (2017) requires 60 percent of electricity to be from renewable sources in 2030. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. 6.2 Greenhouse Gas Reduction Plan Compliance Threshold 6.2 Would the project conflict with an applicable plan, policy, or regulation of an agency adopted for the purpose of reducing greenhouse gas emissions? Previous Fashion Square Commercial Center EIR Significance Determination: The adopted Fashion Square Commercial Center Final EIR did not evaluate GHG emission impacts. Proposed Project Analysis: The Final EIR analyzed the rehabilitation of the Fashion Square Shopping Center and a maximum permitted development of 3,100,000 sf of office and retail space and 1,200 hotel rooms. The revised Project would adjust the land use allocation to include 1,900 dwelling units, 400 hotel rooms, 750,000 sf of office, and 1,400,000 sf of retail (adding 270,000 sf to the existing 1,130,000 sf of retail). The City of Santa Ana adopted a Climate Action Plan (CAP) in December 2015. According to the CAP, transportation accounted for 48 percent of community emissions in 2008. Commercial, Industrial, and Residential Energy accounted for 42 percent of emissions in Santa Ana. Solid waste, water use, and wastewater together account for six percent of community -wide emissions in 2008. The CAP describes that many of the commercial and employment corridors throughout the City have limited or no residential development. The CAP envisions that the City would locate new residential development within these retail and employment corridors to create a more optimal mix of land uses. This mix of land uses could potentially divert some work, shopping, and eating trips from automobile use to bicycle and pedestrian travel; and it would result in reducing vehicle miles traveled (VMT). This higher level of mixed -use is also more conducive to the increased use of transit. The CAP builds upon the goals and policies set forth in the City's General Plan and is specifically designed to achieve the City's goals of reducing community -wide GHG emissions 15 percent below the baseline year (2008) by 2020 and 30 percent below the baseline year by 2035. One of the methods prescribed by Page 133 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment the CAP for achieving those goals is encouraging higher intensity mixed -use development within the City's designated District Centers. The goals outlined in the City of Santa Ana CAP are listed in Table 6. The Proposed Project is evaluated for consistency with these goals. As shown in the table, the Proposed Project would advance the goals of the CAP. For example, three primary Transportation and Land Use Measures in the CAP include Development of Local Retail Service Nodes, Local Residential Nodes near Retail and Employment, and Local Employment Nodes near Residential and Retail Areas. Specifically, the CAP explains that "District Centers are to be developed to provide shopping, business, cultural, education, recreation, entertainment, and housing opportunities, and the most intense development in the City is targeted to those area5."16 The CAP further encourages locating new residential development within the City's existing commercial and employment corridors "to create a more optimal mix of land uses" and "divert some work, shopping, and eating trips from automobile use to bicycle and pedestrian traffic."" The Proposed Project would help implement the CAP by authorizing the development of residential uses (in place of previously entitled non-residential uses) within the Main Place District Center, alongside existing commercial uses. The Proposed Project is an urban mixed -use infill project that would include local retail, housing, office, and hotel near OCTA transit routes, major freeways, and roadways. The infill location, mix of uses, and proximity to transit would reduce dependency on cars, reduce time spent in traffic, closely links residents to jobs and services, and reduce VMT. The inclusion of 1,900 residential dwelling units at a commercial site would create a more optimal mix of land uses that would be conducive to the increased use of transit. The proposed 750,000 sf of office on the same site as existing and proposed retail and proposed residential would locate employment nodes near residential land retail areas. The Proposed Project would also allow Main Place Mall to adapt to current and future economic conditions, so that it can continue to offer shopping, business, cultural, recreation, and entertainment opportunities. Implementation of the Proposed Project would thus result in the creation of precisely the type of relatively dense, mixed -use environment that the CAP indicates is critical to achieving the City's GHG emissions reduction goals. Table 6: City of Santa Ana Climate Action Plan Consistency Transportation and Land Use Measures CAP Goals Compliance GOAL 1: Development of Local Consistent. The Proposed Project is an urban mixed -use infill project Retail Service Nodes that would include local retail, housing, office, and hotel near OCTA transit routes, major freeways, and roadways. The infill location, mix of uses, and proximity to transit would reduce dependency on cars, reduce time spent in traffic, closely links residents to jobs and services, and reduce VMT. GOAL 2: Local Residential Nodes Consistent. The Proposed Project would include retail, housing, office, near Retail and and hotel uses at an urban infill location near transit, major freeways, Employment and roadways. The inclusion of 1,900 residential dwelling units at a commercial site would create a more optimal mix of land uses that would be conducive to the increased use of transit. 16 City of Santa Ana, Climate Action Plan, page 10, December 2015. 17 City of Santa Ana, Climate Action Plan, page 30, December 2015. Page 134 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 6: City of Santa Ana Climate Action Plan Consistency GOAL 3: Traffic Signal Not Applicable. This is not a project -specific policy and is therefore not Synchronization Program applicable. GOAL 4: Local Employment Nodes Consistent. As noted above, the Proposed Project is an urban infill near Residential and Retail project mixed -use development that would include retail, housing, Areas office, and hotel near transit and major freeways and roadways. The Project proposes 750,000 sf of office on the same site as existing and proposed retail and proposed residential. GOAL 5: End of Trip Facilities in Consistent. The Specific Plan includes guidelines that support bike and New Projects transit facilities (e.g., Section 2.6.2, and guidelines DG-126, DG-140, DG- 180, DG, 116, DG-131). The proposed mix of uses, proximity to transit and employment would encourage and facilitate and alternative forms of transportation. GOAL 6: Safe Routes to Schools Consistent. Although this is not a project -specific policy, the Project would maintain walkways, pedestrian and bicycle mobility access. GOAL 7: Design Guidelines for Consistent. The Project would include a variety of connectivity points External Bike/ Pedestrian/ for vehicles, bicycles, transit, and pedestrians. The Santiago Creek Trail, Transit Connectivity a regional trail, terminates on the eastern side of Main Street and provides bicycle access to the project site. The Project has four bus lines that stop at the existing public transit stop along the eastern boundary of the project site. GOAL 8: Design Guidelines for Consistent. The Project has a network of internal walkways to facilitate Internal Bike/ Pedestrian/ access throughout the varying land uses on the project site. Transit Connectivity GOAL 9: Adjust Parking Ratios Consistent. This goal applies to the parking standards established by the City. The Proposed Project would meet the City's parking requirements for the site and would not conflict with implementation of this goal. GOAL 10: Community -wide Bike Consistent. This policy includes the development of bike -sharing Sharing Stations stations at several locations throughout the City, including the Santa Ana Regional Transportation Center, major bus stop locations, City Hall, etc. These bicycles will help to extend trips possible through transit or directly substitute automobile trips. The Project would include bicycle parking/sharing stations within the parking structures. Energy Measures CAP Goals Compliance GOAL 11: Property Assessed Clean Consistent. The Project includes energy efficient infrastructure, such as Energy (PACE) Financing— Title 24 compliant irrigation and plumbing systems, energy efficient Commercial appliances, solar -reflective roofing materials, and a minimum of 25 electric vehicle charging stations. Financial programs such as PACE can provide assistance to the developer to implement these measures. GOAL 12: SCE Small and Medium Consistent. The Project incorporates energy saving measures into the Business Direct Install project design, as described in the previous response. Programs such as SCE Direct Install can assist the developer with implementing these measures. GOAL 13: Property Assessed Clean Consistent. Refer to the responses above. Financial programs such as Energy (PACE) Financing— PACE could potentially provide assistance to the developer to Residential implement these measures. Page 135 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 6: City of Santa Ana Climate Action Plan Consistency GOAL 14: Solar Photovoltaic Systems Consistent. The Project currently does not include the use of solar — New Private Installs photovoltaic systems. However, the solar incentives offered by the City could be used to assist the developer with solar photovoltaic installations. GOAL 15: SCE and SCG Residential Consistent. These goals generally involve the use of retrofit programs Programs and would not directly apply to the new development proposed on -site. The project would comply with the latest CalGreen and Title 24 standards, which would meet these requirements. GOAL 16: Weatherization* GOAL 17: SCG Commercial Programs** GOAL 18: Streetlight Purchase and Retrofit*** GOAL 19: Benchmarking and Retrocommissioning* GOAL 20: Title 24 Energy Efficiency Consistent. The project would comply with Title 24 energy efficiency Standards —Commercial* standards for commercial uses. GOAL 21: Title 24 Energy Efficiency Consistent. The project would comply with Title 24 energy efficiency Standards —Residential* standards for residential uses. GOAL 22: Solar Hot Water Heating Not Applicable. The Project does not include laundromats. Systems for Laundromats** GOAL 23: Green Business Challenge Consistent. Incentive and financial programs such as the Green Business Program* Challenge Program can provide assistance to the future tenants to implement energy efficiency measures. The program benefits participating businesses through reduced costs for energy, water, and waste disposal. Solid Waste, Water, and Wastewater Measures CAP Goals Compliance GOAL 24: AB 341 Commercial and Consistent. The Project would implement a solid waste recycling system Multifamily Recycling in compliance with State and local regulations. GOAL 25: Food Waste Digestion Consistent. The existing MainPlace Mall has piloted a composting project with select restaurants and eateries. The food waste is converted to Biofuel, which provides electricity to a Waste & Water Treatment Plant in the City of Carson. The program is expected to continue (refer to: https://www.shopmainplacemall.com/sustainability/). GOAL 26: Rainwater Harvesting Consistent. The Proposed Project would install storm water detention systems that would infiltrate runoff onsite. In addition, runoff would be routed to Project landscaped areas. GOAL 27: Turf Removal Consistent. No turf is currently existing on the Proposed Project site. The Specific Plan requires landscaping alternatives to turf. * Note that emissions reduction from these measures include natural gas and electricity savings. **Emissions reduction from these measures is due entirely to natural gas savings. ***Emissions reduction from these measures is due entirely to electricity savings. Source: Santa Ana Climate Action Plan, prepared by ICLEWSA, December 2015. Page 136 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Consistency with the CARE; Scoping Plan The California State Legislature adopted AB 32 in 2006. AB 32 focuses on reducing GHGs (carbon dioxide, methane, nitrous oxide, hydrofluorocarbons, perfluorocarbons, and sulfur hexafluoride) to 1990 levels by the year 2020. Pursuant to the requirements in AB 32, CARB adopted the Climate Change Scoping Plan (Scoping Plan) in 2008, which outlines actions recommended to obtain that goal. The Scoping Plan provides a range of GHG reduction actions that include direct regulations, alternative compliance mechanisms, monetary and non -monetary incentives, voluntary actions, market -based mechanisms such as the cap -and -trade program, and an AB 32 implementation fee to fund the program. As shown in Table 7, the Proposed Project is consistent with most of the strategies, while others are not applicable to the Proposed Project. The 2017 Scoping Plan Update identifies additional GHG reduction measures necessary to achieve the 2030 target. These measures build upon those identified in the first update to the Scoping Plan in 2013. Although a number of these measures are currently established as policies and measures, some measures have not yet been formally proposed or adopted. It is expected that these actions to reduce GHG emissions will be adopted as required to achieve statewide GHG emissions targets. As such, impacts related to consistency with the Scoping Plan would be less than significant. Table 7: Project Consistency with Applicable CARE; Scoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Transportation California Cap -and- Regulation for the Consistent. The Cap -and -Trade Program applies Trade Program California Cap on to large industrial sources such as power plants, Linked to Western Greenhouse Gas refineries, and cement manufacturers. However, Climate Initiative Emissions and Market- the regulation indirectly affects people who use Based Compliance the products and services produced by these Mechanism October industrial sources when increased cost of 20, 2015 (CCR 95800) products or services (such as electricity and fuel) are transferred to the consumers. The Cap -and - Trade Program covers the GHG emissions associated with electricity consumed in California, generated in -state or imported. Accordingly, GHG emissions associated with CECIA projects' electricity usage are covered by the Cap -and -Trade Program. The Cap -and -Trade Program also covers fuel suppliers (natural gas and propane fuel providers and transportation fuel providers) to address emissions from such fuels and combustion of other fossil fuels not directly covered at large sources in the Program's first compliance period. California Light -Duty Pavley 1 2005 Consistent. This measure applies to all new Vehicle Greenhouse Regulations to Control vehicles starting with model year 2012. The Gas Standards GHG Emissions from Proposed Project would not conflict with its California Light -Duty Motor Vehicles implementation as it would apply to all new Vehicle Greenhouse Pavley 1 2005 passenger vehicles purchased in California. Gas Standards Regulations to Control Passenger vehicles, model year 2012 and later, associated with construction and operation of Page 137 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 7: Project Consistency with Applicable CARE; Scoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency GHG Emissions from the Proposed Project would be required to Motor Vehicles comply with the Pavley emissions standards. 2012 LEV III California Consistent. The LEV III amendments provide GHG and Criteria reductions from new vehicles sold in California Pollutant Exhaust and between 2017 and 2025. Passenger vehicles Evaporative Emission associated with the site would comply with LEV Standards III standards. Low Carbon Fuel 2009 readopted in Consistent. This measure applies to Standard 2015. Regulations to transportation fuels utilized by vehicles in Achieve Greenhouse California. The Proposed Project would not Gas Emission conflict with implementation of this measure. Reductions Subarticle Motor vehicles associated with construction and 7. Low Carbon Fuel operation of the Proposed Project would utilize Standard CCR 95480 low carbon transportation fuels as required under this measure. Regional SB 375. Cal. Public Consistent. The Proposed Project would provide Transportation- Resources Code §§ development in the region that is consistent Related Greenhouse 21155, 21155.1, with the growth projections in the Regional Gas Targets. 21155.2, 21159.28 Transportation Plan/Sustainable Communities Strategy (RTP/SCS). Goods Movement Goods Movement Not applicable. The Proposed Project does not Action Plan January propose any changes to maritime, rail, or 2007 intermodal facilities or forms of transportation. Medium/Heavy-Duty 2010 Amendments to Consistent. This measure applies to medium Vehicle the Truck and Bus and heavy-duty vehicles that operate in the Regulation, the State. The Proposed Project would not conflict Drayage Truck with implementation of this measure. Medium Regulation and the and heavy-duty vehicles associated with Tractor -Trailer construction and operation of the Proposed Greenhouse Gas Project would be required to comply with the Regulation requirements of this regulation. High -Speed Rail Funded under SB 862 Not applicable. This is a statewide measure that cannot be implemented by a project applicant or Lead Agency. Electricity and Energy Efficiency Title 20 Appliance Consistent. The Proposed Project would not Natural Gas Efficiency Regulation conflict with implementation of this measure. The Proposed Project would comply with the latest energy efficiency standards. Title 24 Part 6 Energy Efficiency Standards for Residential and Non -Residential Building Title 24 Part 11 California Green Building Code Standards ,)>Horn Page 138 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 7: Project Consistency with Applicable CARB Scoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Renewable Portfolio 2010 Regulation to Consistent. The Proposed Project would obtain Standard/Renewable Implement the electricity from the electric utility, Southern Electricity Standard. Renewable Electricity California Edison (SCE). SCE obtained 28 percent Standard (33% 2020) of its power supply from renewable sources in 2016. Therefore, the utility would provide Million Solar Roofs SB 350 Clean Energy Program and Pollution power when needed on site that is composed of Reduction Act of 2015 a greater percentage of renewable sources. (50% 2030) Million Solar Roofs Tax Incentive Program Consistent. This measure is to increase solar Program throughout California, which is being done by various electricity providers and existing solar programs. The program provides incentives that are in place at the time of construction. Water Water Title 24 Part 11 Consistent. The Proposed Project would comply California Green with the California Green Building Standards Building Code Code, which requires a 20 percent reduction in Standards indoor water use. The Proposed Project would also comply with the City's Water -Efficient SBX 7-7—The Water Conservation Act of Landscaping Regulations (Article 16 of the Santa 2009 Ana Municipal Code). Model Water Efficient Landscape Ordinance Green Green Building Title 24 Part 11 Consistent. The State is to increase the use of Buildings Strategy California Green green building practices. The Proposed Project Building Code would implement required green building Standards strategies through existing regulation that requires the Project to comply with various CalGreen requirements. The Proposed Project includes numerous sustainability design features that support the Green Building Strategy. Industry Industrial Emissions 2010 CARB Mandatory Not applicable. The Mandatory Reporting Reporting Regulation Regulation requires facilities and entities with more than 10,000 MTCOze of combustion and process emissions, all facilities belonging to certain industries, and all electric power entities to submit an annual GHG emissions data report directly to CARB. As shown above, the Project does not include industrial emissions and is not a facility that not include stationary/combustion sources that 10,000 MTCOze. Therefore, this regulation would not apply. Recycling and Recycling and Waste Title 24 Part 11 Consistent. The Proposed Project would not Waste California Green conflict with implementation of these measures. Management Building Code The Proposed Project is required to achieve the Standards recycling mandates via compliance with the Page 139 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 7: Project Consistency with Applicable CARB Scoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency AB 341 Statewide 75 CALGreen code. The City has consistently Percent Diversion Goal achieved its State recycling mandates. Forests Sustainable Forests Cap and Trade Offset Not applicable. The project site is in an area Projects designated for urban uses. There are no forested lands on -site. High Global High Global Warming CARB Refrigerant Not applicable. The regulations are applicable Warming Potential Gases Management Program to refrigerants used by large air conditioning Potential CCR 95380 systems and large commercial and industrial refrigerators and cold storage system. The Proposed Project would not conflict with the refrigerant management regulations adopted by CARB. Agriculture Agriculture Cap and Trade Offset Not applicable. The project site is designated for Projects for Livestock urban development. No grazing, feedlot, or and Rice Cultivation other agricultural activities that generate manure occur currently exist on -site or are proposed to be implemented by the Proposed Project. Source: California Air Resources Board, California's 2017 Climate Change Scoping Plan, November 2017 and CARB, Climate Change Scoping Plan, December 2008. As discussed in Impact 6.1 above, the Proposed Project is estimated to result in a net increase of 22,698 MTCO2e per year directly from on -site activities and indirectly from off -site motor vehicles (refer to Table 3). That amount is far less than emissions that would result from the Originally Approved (1983) Plan is similar to the emissions that would result from the Current Entitlements. However, the Proposed Project's service population emissions would be much lower than the Originally Approved (1983) Plan and the Current Entitlements; refer to Table 5). The Proposed Project would be consistent with the City's CAP and the CARB Scoping Plan. Therefore, Project GHG emissions would be less than significant. Regarding goals for 2050 under Executive Order S-3-05, at this time it is not possible to quantify the emissions savings from future regulatory measures, as they have not yet been developed; nevertheless, it can be anticipated that operation of the Proposed Project would comply with all applicable measures are enacted that State lawmakers decide would lead to an 80 percent reduction below 1990 levels by 2050. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. 6.3 Other Greenhouse Gas Emissions Topics Emissions Subject to Cap -and -Trade As noted above, the Cap -and -Trade program covers approximately 85 percent of California's GHG emissions as of January 2015. The statewide cap for GHG emissions from the capped sectors (i.e., electricity generation, industrial sources, petroleum refining, and cement production) commenced in Page 140 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment 2013 and will decline approximately three percent each year, achieving GHG emission reductions throughout the program's duration. The passage of AB 398 in July 2017 extended the duration of the Cap -and -Trade program from 2020 to 2030. Notably, the Cap -and -Trade program was extended in 2015 to cover combustion of fossil fuels including transportation fuels used in California. Accordingly, mobile source emissions —which, as demonstrated in Table 8, represent the vast majority of the Proposed Project's GHG emissions —are covered by the Cap - and -Trade program. Table 8: Net Operational GHG Emissions Subject to Cap -and -Trade Source MTCO2e per Year Proposed Project 1,900 residential units, 400 hotel rooms, 750,000 sf office, and 1,400,000 sf (270,000 sf net) retail uses AB 32/SB 32 Capped Emissions Mobile Sources 8,902 Energy (Electricity and Natural Gas) 11,067 Water and Wastewater 1,896 Total AB 32/SB 32 Capped Emissions 21,865 Uncapped Emissions Area Source 20 Solid Waste 522 Total Uncapped Emissions 542 Originally Approved (1983) Plan 1,200 hotel rooms, 1,500,000 sf office, and 1,600,000 sf (470,000 sf net) retail uses AB 32/SB 32 Capped Emissions Mobile Sources 19,516 Energy (Electricity and Natural Gas) 16,310 Water and Wastewater 2,094 Total AB 32/SB 32 Capped Emissions 37,920 Uncapped Emissions Area Source 0.08 Solid Waste 640 Total Uncapped Emissions 640 Difference — AB 321SB 32 Capped Emissions -16,055 Difference — Uncapped Emissions -98 Significant? No Current Entitlement (2000) 400 hotel rooms, 1,500,000 sf office, and 1,509,255 sf (379,255 sf net) retail uses AB 32/SB 32 Capped Emissions Mobile Sources 8,456 Energy (Electricity and Natural Gas) 11,239 Horn Page 141 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment Table 8: Net Operational GHG Emissions Subject to Cap -and -Trade Source MTCO2e per Year Water and Wastewater 1,954 Total AB 32/SB 32 Capped Emissions 21,649 Uncapped Emissions Area Source 0.06 Solid Waste 506 Total Uncapped Emissions 506 Difference — AB 321SB 32 Capped Emissions 216 Difference — Uncapped Emissions 36 CO,e = carbon dioxide equivalent, a metric measure used to compare the emissions from various greenhouse gases based upon their global warming potential. Source: CalEEMod version 2016.3.2. Referto Appendix Afar model outputs. SCAQM D and other expert agencies have suggested emissions covered under the Cap -and -Trade program should be excluded when evaluating the significance of a project's GHG emissions.18 Further, the approach of evaluating only uncapped emissions in making a significance determination was validated in Association oflrritoted Residents v. Kern CountyBoord ofSupervisors, 17 Cal. App. Sth 708 (2017) [holding EIR properly relied on compliance with California's Cap -and -Trade program to conclude that GHG emissions would be less than significant].) Nonetheless, this analysis has conservatively evaluated all GHG emissions that would be generated by the Proposed Project, including those covered by the Cap -and -Trade program. Table 8 shows that the majority (approximately 98 percent) of the Proposed Project's GHG emissions are from sources that are subject to the requirements of the Cap -and -Trade Program. Approximately two percent of the net emissions (542 MTCO2e/year) are from area and solid waste sources that would not be subject to the purchase of emission allowances under the Cap -and -Trade program. 6.4 Cumulative Setting, Impacts, and Mitigation Measures Cumulative Setting Climate change is a global problem. GHGs are global pollutants, unlike criteria air pollutants and toxic air contaminants, which are pollutants of regional and local concern. Whereas pollutants with localized air quality effects have relatively short atmospheric lifetimes (about 1 day), GHGs have much longer 18 See for example: SCAQMD, Final Negative Declaration for: Ultromor Inc. Wilmington Refinery Cogeneration Project, SCH No. 2012041014, October 2014, available at: http://www.agmd.gov/docs/default-source/ceqa/documents/permit- projects/2014/ultramar_neg_dec.pdf; SCAQMD, Final Negative Declaration for Phillips 66 Los Angeles Refinery Carson Plant — Crude Oil Storage Capacity Project, SCH No 2013091029, December 2014, available at: http://www.aqmd.gov/docs/default- source/ceqa/documents/permit-projects/2014/phillips-66-fnd.pdf; SCAQMD, Final Mitigated Negative Declaration for Toxic Air Contaminant Reduction for Compliance with SCAQMD Rules 1420.1 and 1402 at the Exide Technologies Facility in Vernon, CA, SCH No. 2014101040, December 2014, available at: http://www.agmd.gov/docs/default-source/exide/id-124838-exide- mnd_ final-(1).pdf; and Draft Environmental Impact Report for the Breitburn Santa Fe Springs Blocks 400/700 Upgrade Project, SCH No. 2014121014, August 2015, available at: https://planning.lacity.org/eir/CrossroadsHwd/deir/files/references/C34.pdf); and the San Joaquin Valley Air Pollution Control District (SJVAPCD) policy CEQA Determinations of Significance for Projects Subject to CARB's GHG Cap -and -Trade Regulation (June 25, 2014). Page 142 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment atmospheric lifetimes of 1 year to several thousand years that allow them to be dispersed around the globe. Cumulative Impacts and Mitigation Measures It is generally the case that an individual project of this size and nature is of insufficient magnitude by itself to influence climate change or result in a substantial contribution to the global GHG inventory. GHG impacts are recognized as exclusively cumulative impacts; there are no non -cumulative GHG emission impacts from a climate change perspective. The additive effect of project -related GHGs would not result in a reasonably foreseeable cumulatively considerable contribution to global climate change. In addition, the Proposed Project as well as other cumulative related projects would also be subject to all applicable regulatory requirements, which would further reduce GHG emissions. As shown in Tables 6 and 7, the Proposed Project would not conflict with the City's CAP or the CARB Scoping Plan. Therefore, the Project's cumulative contribution of GHG emissions would be less than significant and the Project's cumulative GHG impacts would also be less than cumulatively considerable. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. Page 143 City of Santa Ana MainPlace Mall Transformation Project Greenhouse Gas Emissions Assessment 7 REFERENCES 1. Bay Area Air Quality Management District, CEQA Air Quality Guidelines, May 2017. 2. California Air Resources Board, California's 2017 Climate Change Scoping Plan, 2017. 3. California Air Resources Board, Climate Change Scoping Plan, December 2008. 4. Climate Research Board, Carbon Dioxide and Climate: A Scientific Assessment, 1979. S. Council on Environmental Quality, Environmental Quality: The First Annual Report, August 1970. 1. ICLEI-USA, Santa Ana Climate Action Plan, December 2015. 2. Intergovernmental Panel on Climate Change, Climate Change 2007: The Physical Science Basis, 2007. 3. Intergovernmental Panel on Climate Change, Climate Change 2013: The Physical Science Basis, Contribution of Working Group 1 to the Fifth Assessment Report of the Intergovernmental Panel on Climate Change, 2013. 4. Kimley-Horn and Associates, Traffic Impact Study for the MainPlace Mall Transformation Project, 2018. S. MainPlace Mall, Sustoinobility, https://www.shopmainplacemall.com/sustainability/, accessed August 2, 2018. 6. National Research Council, Advancing the Science of Climate Change, 2010. 7. City of Santa Ana, General Plan, 1983. 8. San Joaquin Valley Air Pollution Control District, CEQA Determinations of Significance for Projects Subject to CARB's GHG Cap -and -Trade Regulation, June 25, 2014. 9. Southern California Association of Governments, Regional Transportation Plan/Sustainable Communities Strategy, 2016. 10. South Coast Air Quality Management District, Final Negative Declaration for: Ultramor Inc. Wilmington Refinery Cogeneration Project, SCH No. 2012041014, October 2014. Available at: http://www.agmd.gov/docs/default-source/ceqa/documents/permit- projects/2014/ultra ma r_neg_dec. pdf 11. South Coast Air Quality Management District, Final Negative Declaration for Phillips 66 Los Angeles Refinery Carson Plant -Crude Oil Storage Capacity Project, SCH No 2013091029, December 2014. Available at: http://www.agmd.gov/docs/default-source/ceqa/documents/permit- projects/2014/phillips-66-fnd.pdf 12. South Coast Air Quality Management District, Final Mitigated Negative Declaration for Toxic Air Contaminant Reduction for Compliance with SCAQMD Rules 1420.1 and 1402 at the Exide Technologies Facility in Vernon, CA, SCH No. 2014101040, December 2014. Available at: http://www.agmd.gov/docs/default-source/exide/id-124838-exide-mnd_final-(1).pdf 13. South Coast Air Quality Management District, Draft Environmental Impact Report for the Breitburn Santa Fe Springs Blocks 4001700 Upgrade Project, SCH No. 2014121014, August 2015, Available at: https://pla nning.lacity.org/eir/Crossroads Hwd/de it/files/refere nces/C34. pdf) 14. South Coast Air Quality Management District, Minutes for the GHG CEQA Significance Threshold Stakeholder Working Group Meeting 13, 2009. Page 144 City of Santa Ana Main Place Mall Transformation Project Greenhouse Gas Emissions Assessment 15. South Coast Air Quality Management District, Minutes for the GHG CEQA Significance Threshold Stakeholder Working Group Meeting 15, September 28, 2010. 16. State of California, Code of Regulations Section 15065.5o, 2018. 17. U.S. EPA, Inventory of U.S. Greenhouse Gas Emissions and Sinks: 1990-2016, 2018. 18. U.S. EPA, Methane and Nitrous Oxide Emission from Natural Sources, 2010. 19. U.S. EPA, Overview of Greenhouse Gases, 2018. Page 145 Appendix A Greenhouse Gas Emissions Data CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 2/15/2019 11:52 AM MainPlace - Originally Approved Project Construction - Orange County, Annual MainPlace - Originally Approved Project Construction Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) Climate Zone 8 Utility Company Southern California Edison 2.2 CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Precipitation Freq (Days) 30 Operational Year 2021 N20 Intensity 0.006 (I b/MWhr) Project Characteristics - Land Use - Construction Phase - Construction only run Demolition - Grading - Construction Off -road Equipment Mitigation - Per SCAQMD Rules, SP PDF requires Tier 4 2.0 Emissions Summary 2.1 Overall Construction Unmitigated Construction Mitigated Construction 17 7-1-2023 9-30-2023 3.4826 3.4826 18 10-1-2023 12-31-2023 3.5266 3.5266 19 1-1-2024 3-31-2024 20 4-1-2024 6-30-2024 3.3506 3.3506 21 7-1-2024 9-30-2024 3.3874 3.3874 22 10-1-2024 12-31-2024 3.4293 3.4293 23 1-1-2025 3-31-2025 3.2627 3.2627 24 4-1-2025 6-30-2025 3.2593 3.2593 25 7-1-2025 9-30-2025 26 10-1-2025 12-31-2025 3.3352 3.3352 27 1-1-2026 3-31-2026 3.2091 3.2091 28 4-1-2026 6-30-2026 3.2067 3.2067 29 7-1-2026 9-30-2026 3.2419 3.2419 30 10-1-2026 12-31-2026 3.2804 3.2804 31 1-1-2027 3-31-2027 32 4-1-2027 6-30-2027 3.1569 3.1569 33 7-1-2027 9-30-2027 3.1916 3.1916 34 10-1-2027 12-31-2027 3.2284 3.2284 35 1-1-2028 3-31-2028 3.1471 3.1471 36 4-1-2028 6-30-2028 3.1124 3.1124 37 7-1-2028 9-30-2028 38 10-1-2028 12-31-2028 3.1817 3.1817 39 1-1-2029 3-31-2029 3.0678 3.0678 40 4-1-2029 6-30-2029 3.0691 3.0691 41 7-1-2029 9-30-2029 3.1029 3.1029 42 10-1-2029 12-31-2029 3.1360 3.1360 43 1-1-2030 3-31-2030 44 4-1-2030 6-30-2030 2.8782 2.8782 45 7-1-2030 9-30-2030 2.9099 2.9099 46 10-1-2030 12-31-2030 2.9408 2.9408 47 1-1-2031 3-31-2031 2.8293 2.8293 48 4-1-2031 6-30-2031 2.8329 2.8329 49 7-1-2031 9-30-2031 50 10-1-2031 12-31-2031 2.8922 2.8922 51 1-1-2032 3-31-2032 2.8218 2.8218 52 4-1-2032 6-30-2032 2.7962 2.7962 53 7-1-2032 9-30-2032 2.8269 2.8269 54 10-1-2032 12-31-2032 2.8528 2.8528 55 1-1-2033 3-31-2033 56 4-1-2033 6-30-2033 2.7634 2.7634 57 7-1-2033 9-30-2033 2.7937 2.7937 58 10-1-2033 12-31-2033 0.6670 0.6670 59 1-1-2034 3-31-2034 0.2748 0.2748 60 4-1-2034 6-30-2034 0.2777 0.2777 61 7-1-2034 9-30-2034 62 10-1-2034 12-31-2034 5.3515 5.3515 63 1-1-2035 3-31-2035 5.2292 5.2292 64 4-1-2035 6-30-2035 4.8169 4.8169 Highest 5.3515 5.3515 3.0 Construction Detail Construction Phase Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 775 Acres of Paving: 69.3 Residential Indoor: 0; Residential Outdoor: 0; Non -Residential Indoor: 5,568,600; Non -Residential Outdoor: 1,856,200; Striped Parking OffRoad Equipment Phase Name Cffroad Equipment Type Amount Usage Hours Horse P Load Fact Architectural Coating RAir Compressors 1',; 6.00P, 78: 0.48 Demolition ::Excavators 3'I 8.0011 158 0.38 ..................................................................................................ii........................................................................................ii........................................................ii..........................................ii............................................i................................................ Demolition :',Concrete/Industrial Saws 1'i 8.00::: 81: 0.73 ..................................................................................................ii........................................................................................ii........................................................ii.......................................01L............................................i...........................................38' Grading I'�, Excavators 2�'�, 8.00' 158 0.38 ..................................................................................................l Building Construction ::.i.......................................................................................i:........................................................ii..........................................li...........................................i................................................ Cranes 1 700:� 231 0.29 Building Construction Forklifts 3 8 00 89 0.20 Building Construction ::Generator Sets 1'I 8.0011 84 0.74 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................42' Paving I'�, Pavers 2�' 8.00 130 0.42 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................38' Paving Rollers 2�'�, 8.00'�, 80 0.38 ..................................................................................................i:........................................................................................i:........................................................ii..........................................i:...........................................i................................................ Demolition Rubber Tired Dozers 2:1 8 00 247: 0.40 Grading ::Rubber Tired Dozers 1'I, 8.00'I, 247; 0.40 BuildingConstruction Il Tractors/Loaders/Backhoes 3'I 7.0011 97 0.37 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................41, Grading Graders 1�'�, 8.00'�, 187 0.41 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................37' Grading I'�, Tractors/Loaders/Backhoes 2�'�, 8.00�, 97 0.37 ..................................................................................................li........................................................................................i:........................................................ii..........................................li...........................................i................................................ Paving Waving Equipment 2 800:� 132 0.36 Site Preparation Il Tractors/Loaders/Backhoes 4'I 8.0011 97 0.37 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................40, Site Preparation (',Rubber Tired Dozers 3', 8.00', 247 0.40 ..................................................................................................i................................................................................................................................................ Grading Scrapers i..........................................l......................................67"i...........................................48' 2�'�, 8.00'�, 367 0.48 ..................................................................................................i........................................................................................;. Building Construction i ,Welders ....................................................... ;i............................... 1�'�, ...........i...........................................i 8.00'', ...................................... 46 .......... 0.45 Trips and VMT Count I Number I Number I Number I Length I Length I Length Demolition 6; 15.00'i 0.00;; 0.001 14. 101 6.90 20 ................................................................................................................................................................................................................................................................................................................. Slte Preparation 7 18.00' 0.001'', 0.001 14.701 6.901 20 ......................................................... .................................................. Grading ...................................., 8 .................................. 20.00 ............................... 0.00: ..................................... 0.00: _ _ .................................... 14 70 ........................ 6 90 20 Building Construction 9: 2,656.00 1,113.00 0.00 14 70 6 90 20 3.1 Mitigation Measures Construction Replace Ground Cover Water Exposed Area Water Unpaved Roads Reduce Vehicle Speed on Unpaved Roads Clean Paved Roads 3.2 Demolition - 2019 Unmitigated Construction On -Site Class I Vehicle I Vehicle Class Class HHDT HHDT ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM PM 10 Total PM2.5 PM2.5 Total CO2 Category tonshjr MThjr Fugitive Dust 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 t 0.0000 i 0.0000 ............................................... Off Road .- „ 0.2319 i 2.3617 ....... 1.4560 ': 2 5600e ..... 0.1185 ....... 0.1185I. ....... .....; 0.1102 0.1102 0.0000 228 5338 i 228 5338 „ 0.0636 0.0000 ; 230 1232 003 Total 0.2319 2.3617 1.4560 2.5600e- 0.0000 0.1185 0.1185 0.0000 0.1102 0.1102 0.0000 228.5338 228.5338 0.0636 0.0000 230.1232 j j 003 j j j j j 1 1 1 j Unmitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM2.5 I PM2St I PM2.5 IBio-G02I CO2 Worker 4.1400e- i 3.0200e- "1 0.0335 i 1.1000e- I. 0.0109 7.000Oe- "1 0.0109 "1 2.8900e- "1 7.000Oe- 2.9500e- i 0.0000 "1 9.7180 i 9.7180 "i 2.4000e- I. 0.0000 i 9.7240 003 003 004 005 003 005 003 004 Total 4.1400e- 3.0200e- 0.0335 1.1000e- 0.0109 7.0000e- 0.0109 2.8900e- 7.0000e- 2.9500e- 0.0000 9.7180 9.7180 2.4000e 0.0000 9.7240 003 003 004 005 003 005 003 004 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tonshjr MThjr Fugitive Dust 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Off Road .- ...........i............ „ 0.2319 2.3617 �', ...............i. 1.4560 ... .............. 2 S600e ..... ' �', 0.1185 �', ... 0.1185 ......... ........: 0.1102 0.1102 ..... 0.0000 .................................... 228 5335 228 5335 „ 0.0636 0.0000 ; 230 1229 003 Total 0.2319 2.3617 1.4560 2.5600e- 0.0000 0.1185 0.1185 0.0000 0.1102 0.1102 0.0000 228.5335 228.5335 0.0636 0.0000 230.1229 003 Mitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonshjr MThjr 3.2 Demolition - 2020 Unmitigated Construction On -Site PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 Off Road 0.1126 1 1.1288 0.7396 1 3200e 0.0564 0.0564 0.0524 0.0524 1 0.0000 : 115 5953 1 115 5953 0.0326 0.0000 : 116.4111 003 003 Unmitigated Construction Off -Site Total 1.9900e- 1.3900e- 0.0158 5.000Oe- 5.6000e- 4.000Oe- 5.6400e- 1.4900e- 3.000Oe- 1.5200e- 0.0000 4.8458 4.8458 1.1000e- 0.0000 4.8486 003 003 005 1 003 I 005 003 003 005 003 1 1 1 004 1 1 1 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr MTtyr Fugitive Dust 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 1 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ................................................. Off Road .- 0 1126 -....... 1.1288 -....... 0.7396 -....... 1 3200e- --..... 0.0564 -....... 0.0564 -....... --...: 0.0524 --..... 0.0524 i 0.0000 -....... 1 115 5951 -.......-....... . 115.5951 0.0326 -- 0.0000 ..... ......... i 116 4109 003 Total 0.1126 1.1288 0.7396 1.3200e- 0.0000 0.0564 0.0564 0.0000 0.0524 0.0524 0.0000 115.5951 115.5951 0.0326 0.0000 116.4109 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 I PM2.5 Total I CO2 I I I Category tons/yr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendori .- ....... 0.0000 i i 0.0000 ''. ........................ 0.0000 .', i 0.0000 '', 0.0000 ..... 0.0000 '', ....... 0.0000 '', ... 0.0000 '', ...... 0.0000 '', 0.0000 i ........................................................ 0.0000 ''. 0.0000 i 0.0000 ....................... 0.0000 ', ................................................ '', 0.0000 i 0.0000 .- ....................................................................................................0....................5.......................5......................4......................5...........................................................................1.........................0........................................................................1........................0.......................4................ .- Worker .- 1.9900e- 1.3900e- 0.0158 S.000Oe- ;, 5.3100e- ; 4.000Oe- ',; 5.3500e- ',; 1.4200e- ',; 3.000Oe- ',; 1.4500e- 0.0000 ',; 4.8458 4.8458 ', 1.1000e- 0.0000 4.8486 003 003 005 003 005 003 003 005 003 004 Total 1.9900e- 1.3900e- 0.0158 5.000Oe- 5.3100e- 4.000Oe- 5.3500e- 1.4200e- 3.000Oe- 1.4500e- 0.0000 4.8458 4.8458 1.1000e- 0.0000 4.8486 003 003 005 003 nos 003 003 005 003 004 3.3 Site Preparation - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 I Total I PM2.5 PM2.5 Total CO2 I Category tonstyr MTtyr Fugitive Dust 1.0840 0.0000 ',; 1.0840 ',; 0.5958 ',; 0.0000 ',; 0.5958 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................................................................... Off Road .- „ 0.2446 1 2.5450 ....................... 1.2908 ......................... 2 2800e '' 0.1318 0.1318 ......... 0.1213 0.1213 0.0000 200 5841 '. ; 200 5841 „ 0.0649 0.0000 ....................... ; 202 2059 003 Total 0.2446 2.5450 1.2908 2.2800e- 1.0840 0.1318 1.2158 0.5958 0.1213 0.7171 0.0000 200.5841 200.5841 0.0649 0.0000 003 E202.2059 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 i 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ' 0.0000 ' 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 0.0000 0.0000 .........................................,,,,,, Vendor .- 0.0000 _ ,.. 0.0000 ,,.,.., 0.0000 ......................... 0.0000 _ _ 0.0000 ._,,, 0.0000 ............................................... 0.0000 0.0000 ,,,,, 0.0000 _ _ 0.0000 ._.,, 0.0000 _,..,,.. 0.0000 .., 0.0000 ....................... 0.0000 0.0000 ....................... 0.0000 ......... Worker ........ 4 2100e -....... 2.9500e -....... 0.0335 -....... 1 1000e- --..... 0.0119 8 OOOOe -....... 0.0119 -....... 3.1500e --...: 7.00OOe- --..... 3 2200e i 0.0000 -....... 10.2617 -... 10.2617 -....... 2.3000e- --.... 0.0000 ......... i 10.2676 003 003 004 005 003 005 003 004 To[al 4.2100e- 2.9500e- 0.0335 1.1000e- 0.0119 8.00OOe- 0.0119 3.1500e- 7.00OOe- 3.2200e- 0.0000 10.2617 10.2617 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 Mitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr au ing ......... Vendor ........ .-0 0000 -........ 0.0000 -....... 0.0000 ......... 0.0000 --..... 0 0000 0 0000 -....... 0.0000 -....... 0.0000 --...: 0.0000 --..... 0.0000 i 0.0000 -....... 0.0000 -........ 0.0000 -....... 0.0000 -- 0.0000 ..... ......... i 0.0000 ..............................................4........................2.........................0................................................0....................8........................0.........................................................................3.........................0......................10......................10....................2........................0......................10.............. Worker .- .- .-4.2100e- 2.9500e- ',; 0.0335 1.1000e- 0.0112 B.000Oe- ',; 0.0113 ',; 3.000Oe- ',; 7.000Oe- ',; 3.0700e- 0.0000 ',; 10.2617 10.2617 ', 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 Total 4.2100e- 2.9500e- 0.0335 1.1000e- 0.0112 8.000Oe- 0.0113 3.000Oe- 7.000Oe- 3.0700e- 0.0000 10.2617 10.2617 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 3.4 Grading - 2020 Unmitigated Construction On -Site 003 003 PM 10e I Exhaust 10t I Tota01 I PM2ugitiv.5 Fugitive I Exhaust I 7aa5 IBio-0O2I CO2 Unmitigated Construction Off -Site ROG NOx CO mmlmmm SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- Total CO2 CH4 N2O CO2e PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I Category tons/yr MThjr JL Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ '�, 0.0000 -.0.0 0.0000 -....0 0.0000 -........ 0.0000 --..... 0.0000 0.0000 -....0 0.0000 -..00 0.0000 --...: 0.0000 --..... 0.0000 i 0.0000 -.0.0 0.0000 -.... 0.0000 -....... 0.0000 -- 0.0000 ..... ......... i 0.0000 .- .- ................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker .- i 2.88OOe- i 2.0200e- ''J 0.0229 i 8.000Oe- tl, 8.1200e- 5.000Oe- ''J 8.1 BOOB- ''J 2.1600e- ''J 5.000Oe- ''�,: 2.2100e- i 0.0000 ''J 7.0312 i 7.0312 ''�i 1.6000e- P�, 0.0000 i 7.0352 003 003 005 003 005 003 003 005 003 004 Total 2.88OOe- 2.02OOe- 0.0229 8.00OOe- 8.1200e- 5.00OOe- 8.18OOe- 2.16OOe- 5.00OOe- 2.21OOe- 0.0000 7.0312 7.0312 1.60OOe- 0.0000 7.0352 003 003 005 003 005 003 003 005 003 004 Mitigated Construction On -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- PM, 0 PM10 Total PM2.5 PM2.5 Total CO2 Off Road 0.1647 i 1.8573 1.1825 i 2.2900e- P, 0.0804 0.0804 0.0740 0.0740 i 0.0000 201.5917 i 201.5917 'i 0.0652 P, 0.0000 i 203.2216 003 Total 0.1647 1.8573 1.1825 2.29OOe- 0.2709 0.0804 0.3514 0.0713 0.0740 0.1453 0.0000 201.5917 201.5917 0.0652 0.0000 203.2216 003 Mitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM25 I PM2St I PM2.5 IBio-G02I CO2 Worker 2.8800e- i 2.0200e- 0.0229 i 8.000Oe- tl, 7.7000e- 5.000Oe- 7.7600e- 2.0500e- 5.000Oe- 2.1000e- i 0.0000 7.0312 i 7.0312 "i 1.6000e- I, 0.0000 i 7.0352 003 003 005 003 005 003 003 005 003 004 Total 2.8800e- 2.0200e- 0.0229 8.0000e- 7.7000e- 5.0000e- 7.7600e- 2.0500e- 5.0000e- 2.1000e- 0.0000 7.0312 7.0312 1.6000e 0.0000 7.0352 003 003 005 003 005 003 003 005 003 004 3.4 Grading - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category OM M to MThjr Fugitive Dust 1.1216 1 0.0000 ',: 1.1216 ',: 0.4350 ',: 0.0000 '+ 0.4350 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ........................................................................................... Off Road .- „ 0.4946 5.4752 ....................... 3.6437 ......................... 7 3200e '' 0.2343 0.2343 ......... 0.2155 0.2155 0.0000 643 0408 '. ; 643 0408 „ 0.2080 0.0000 ...................1 ; 648.2401 003 Total 0.4946 5.4752 3.6437 7.3200e- 1.1216 0.2343 1.3558 0.4350 0.2155 0.6505 0.0000 643.0408 643.0408 0.2080 0.0000 648.2401 003 j Unmitigated Construction Off -Site Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I I Category tonstyr MTtyr Fugitive Dust 0.4795 1 0.0000 ',: 0.4795 ',: 0.1860 ',: 0.0000 + 0.1860 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 Off Road .- „ 0.4946 1 5.4752 3.6437 7 3200e ..... 0.2343 ....... 0.2343 ........: 0.2155 0.2155 ........................ 0.0000 ........................ 643 0400 ......................... ......... ; 643 0400 „ 0.2080 0.0000 ................... ; 648 2393 003 Total 0.4946 5.4752 3.6437 7.3200e- 0.4795 0.2343 0.7137 0.1860 0.2155 0.4015 0.0000 643.0400 643.0400 0.2080 0.0000 648.2393 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I ±ategory ton yr r Hauling 0.0000 ; 0.0000 ',; 0.0000 I 0.0000 0.0000 I 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 I 0.0000 0.0000 0.0000 ; 0.0000 ........................................,,...., Vendor .- 0.0000 _ ... 0.0000 ......, 0.0000 ......................... 0.0000 _ _ 0.0000 ....................... 0.0000 ....................... 0.0000 ....... 0.0000 ,,,,, 0.0000 _ _ 0.0000 ._.,, 0.0000 _,..,,.. 0.0000 .., 0.0000 ....................... 0.0000 0.0000 ....................... 0.0000 ......... Worker ........ 8 6500e -....... 5.8100e -....... 0.0678 -....... 2 4000e- --..... 0.0246 1 7000e -....... 0.0247 -....... 6.5500e --...: 1.6000e- --..... 6 7100e i 0.0000 -....... 21.6457 -.... 21.6457 -....... 4.6000e- -- 0.0000 ..... ......... i 21.6573 003 003 004 004 003 004 003 004 Total 8.6500e- 5.8100e- 0.0678 2.4000e- 0.0246 1.7000e- 0.0247 6.5500e- 1.6000e- 6.7100e- 0.0000 21.6457 21.6457 4.6000e- 0.0000 21.6573 003 003 004 004 003 004 003 004 3.5 Building Construction - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.0238 0.2179 I; 0.2072 3.4000e- 0.0120 I; 0.0120 'J 0.0113 I; 0.0113 0.0000 I; 28.9547 28.9547 6.9900e- 0.0000 29.1293 004 003 Total 0.0238 0.2179 0.2072 3.4000e- 0.0120 0.0120 0.0113 0.0113 0.0000 28.9547 28.9547 6.9900e- 0.0000 29.1293 004 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Etegorytons/yr MThjr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 1 0.0000 1 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 Vendori ....... 0.0379 i i 1.3255 '': .... 0.3716 i .', i 3 4000e '', 0.0876 ..... 2 7500e '', ....... 0.0903 '', ... 0.0253 '', ......; 2.6300e- '', 0.0279 i 0.0000 ''+ 335 7482 i 335.7482 0.0272 '', 0.0000 i 336 4277 .- 003 003 003 ................. Worker .- .:.....0...... ...........i............ „ 0 1216 0 0818 �', ...............i. 0 9538 ..............' 3 3700e �', 0 3645 ..... 2 4000e �', 0 �3669 �', 0 0968 �', ..... 2.21 00e- �', 0 0990 0 0000 �', 304 5069 304 5069 .... .. .. „ 6 5200e- �', 0 0000 ............... ; 304 6700 003 003 003 003 Total 0.1596 1.4072 1.3253 6.7700e- 0.4521 5.1500e- 0.4572 0.1221 4.8400e- 0.1269 0.0000 640.2551 640.2551 0.0337 0.0000 641.0976 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Total CO2 I I Category AL tons/yr 01 MTtyr Off Road 0.0238 0.2179 ',; 0.2072 13.4000e- 0.0120 ',; 0.0120 ',; ',; 0.0113 ',; 0.0113 0.0000 28.9546 28.9546 6.9900e- 0.0000 29.1293 004 003 Total 0.0238 0.2179 0.2072 3.4000e- 0.0120 0.0120 0.0113 0.0113 0.0000 28.9546 28.9546 6.9900e- 0.0000 29.1293 004 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 Total PM2.5 I PM2.5 Total CO2 tons/yr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 ........................................,,,,,,, Vendor .- 0.0379 _ ......................... 1.3255 ......, 0.3716 ......................... 3.4000e- _ _ 0.0839 ..., 2 7500e ....................... 0.0866 ....... 0.0243 ,,,,, 2.6300e- _ _ 0.0270 ._.,, 0.0000 ,.,.... : 335 7482 335.7482 .., ....................... 0.0272 0.0000 ....................... ; 336 4277 .- 003 003 003 ......... Worker .- ........ 0.1216 -........ 0.0818 -....... 0.9538 -....... 3.3700e- --..... 0.3455 2 4000e -....... 0.3479 -....... 0.0921 --...: 2.2100e- --..... 0.0944 i 0.0000 -....... : 304 5069 -........ 304.5069 -....... 6.5200e- -- 0.0000 ..................... i 304 6700 003 003 003 003 Total 0.1596 1.4072 1.3253 6.7700e- 0.4294 5.1500e- 0.4345 0.1165 4.8400e- 0.1213 0.0000 640.2551 640.2551 0.0337 0.0000 641.0976 003 003 003 3.5 Building Construction - 2022 Unmitigated Construction On -Site Total 0.2218 2.0300 2.1272 3.5000e- 0.1052 0.1052 0.0990 0.0990 0.0000 301.2428 301.2428 0.0722 0.0000 303.9 1 1 1 003 1 1 1 1 1 1 1 1 1 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 ; 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................,,...., Vendor 0.3709 _ .., 13.0278 ......, 3.7280 ......................... 0.0349 0.9109 ....................... 0.0249 ....................... 0.9358 ....... 0.2627 ...., 0.0238 0.2865 ........................ 0.0000 ....... 3,457 351 .., ....................... ; 3,457.3518 0.2735 .. 0.0000 ....................... 13,464.190 .., 8 4 ......... Worker ........ 1.1969 -.0.7 0.7705 -....6 9.2468 -........ 0.0337 --..... 3.7905 0.0245 -....8 3.8150 -..66 1.0066 --...: 0.0226 --..... 1.0292 0.0000 -... 3,049.628 -...6-....... , 3 049.6280 0.0616 -- 0.0000 ..... ......... ; 3, 051 167 0 0 To[al 1.5679 13.7983 12.9748 0.0686 4.7013 0.0494 4.7508 1.2693 0.0464 1.3157 0.0000 6,506.979 6,506.9798 0.3351 0.00006,515.357 8 3 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 ±ategory tonslyr M i tyr Off Road .- 0.2218 2.0300 ',; 2.1272 ; 3.5000e- 11 ; 0.1052 ',; 0.1052 ',; ',; 0.0990 ',; 0.0990 0.0000 ',; 301.2425 ; 301.2425 0.0722 0.0000 ; 303.0467 003 Total 0.2218 2.0300 2.1272 3.5000e- 0.1052 0.1052 0.0990 0.0990 0.0000 301.2425 301.2425 0.0722 0.0000 303.0467 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 ;�, 0.0000 0.0000 ................................................................. Vendor ,_ 0.3709 ... 13.0278 .,.,.., 3.7280 _,._. 0.0349 0.8721 ._,,, 0.0249 _..,,.., 0.8970 ..,.,,. 0.2532 ...., 0.0238 0.2770 ._..,........................ 0.0000 3,457 351 ......................... ....................... _ :3,457.3518 0.2735 .. 0.0000 ....................... 13,464.190 .., 8 4 Worker 1.1969 0.7705 9.2468 0.0337 3.5933 0.0245 3.6178 0.9582 0.0226 0.9808 0.0000 3,049.628 , 3 049.6280 0.0616 0 0000 ; 3, 051 167 0 16,506.9798 0 Total 1.5679 13.7983 12.9748 0.0686 4.4654 0.0494 4.5148 1.2114 0.0464 1.2578 0.0000 6,506.979 0.3351 0.0000 6,515.357 8 3 3.5 Building Construction - 2023 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.2045 1 1.8700 ',; 2.1117 1 3.5000e- 0.0910 ',; 0.0910 ',; ',; 0.0856 ',; 0.0856 0.0000 ',; 301.3462 ; 301.3462 0.0717 0.0000 ; 303.1383 003 Total 0.2045 1.8700 2.1117 3.5000e- 0.0910 0.0910 0.0856 0.0856 0.0000 301.3462 301.3462 0.0717 0.0000 303.1383 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.2045 1.8700 ',: 2.1117 3.5000e- a 0.0910 ',: 0.0910 0.0856 ',: 0.0856 0.0000 ',: 301.3458 : 301.3458 '„ 0.0717 a 0.0000 : 303.1380 003 Total 0.2045 1.8700 2.1117 3.5000e- 0.0910 0.0910 0.0856 0.0856 0.0000 301.3458 301.3458 0.0717 0.0000 303.1380 003 Mitigated Construction Off -Site Worker 1.1349 0.6995 8.6129 0.0324 3.5933 0.0241 3.6174 0.9582 0.0222 0.9804 0.0000 2,932.494 2 932 4945, 0.0558 0.0000 ; 2,933.889 5 2 Total 1.4174 10.4821 12.0700 0.0662 4.4653 0.0361 4.5014 1.2114 0.0336 1.2450 0.0000 6,285.395 6,285.3952 0.3095 0.0000 6,293.132 j j j j j j j j 2 j j 7 3.5 Building Construction - 2024 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1928 1.7611 ',: 2.1179 3.5300e- v, 0.0803 ',: 0.0803 ',: ',: 0.0756 ',: 0.0756 0.0000 ',: 303.7223 : 303.7223 '„ 0.0718 v, 0.0000 11305.51791 003 Total 0.1928 1.7611 2.1179 3.5300e- 0.0803 0.0803 0.0756 0.0756 0.0000 303.7223 303.7223 0.0718 0.0000 305.5179 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tonstyr MTtyr Hauling '„ 0.0000 1 0.0000 ',: 0.0000 1 0.0000 :, 0.0000 1 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.2750 9.7333 �', ....................... 3.4097 ... i. ..........' �0 0337 �', 0.9178 ..... 0.0118 �', .9 0.9296 �', .64 0.2647 �', ........: 0.0113 �', 0.2760 ..... 0.0000 �', ..............!......................... 3,352.025 352.0 13,352.025211 0252„ 0.2516 0.0000 3,358.315 2 6 ........................................,,,,,,, Worker 1.0884 _ ,,. 0.6419 ,..,... 8.0727 ......................... 0.0314 3.8196 ....................... 0.0238 ....................... 3.8435 ,.,,.,, 1.0144 ,,,,, 0.0219 1.0363 ........................ 0.0000 ....... 2,837.974 ... ; 2,837.9745 ......_. 0.0510 0.0000 ,,, 2,839.249 .., .- 5 8 Total 1.3634 10.3752 11.4824 0.0651 4.7375 0.0356 4.7731 1.2791 0.0332 1.3123 0.0000 6,189.999 6,189.9998 0.3026 0.0000 6,197.565 1 1 1 1 1 1 1 1 1 1 8 4 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 I PM2.5 Total CO2 I I I Category tons/yr MTtyr Off Road .- 0.1928 1 1.7611 ',; 2.1179 1 3.5300e- 0.0803 ',; 0.0803 ',; ',; 0.0756 ',; 0.0756 0.0000 ',; 303.7220 ; 303.7220 0.0718 0.0000 ; 305.5175 003 Total 0.1928 1.7611 2.1179 3.5300e- 0.0803 0.0803 0.0756 0.0756 0.0000 303.7220 303.7220 0.0718 0.0000 305.5175 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tons r r Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ �, 0.2750 -.9.7 9.7333 -....9 3.4097 -........ 0.0337 --..... 0.8788 0.0118 -0..8 0.8905 -..51 0.2551 --...: 0.0113 --..... 0.2664 0.0000 -...5 , 3,352 025 -...0 3 352.0252 -....... 0.2516 --. 0.0000 .... 13,358.315 ' 2 6 ..................................................................i......................... Worker .- ''�, 1.0884 i 0.6419 ''�, ....................... 8.0727 ......................... 0.0314 ''�, 3.6209 ..... � 0.0238 ''�, .6 3.6448 ''�, 0.9656 ''�, .65 ........: 0.0219 ''�, 0.9875 ..... 0.0000 ''�, ...................!........37.9 2,837.974 2 837 745: ......... 0.0510 0.0000 ............. ; 2, 839 249 1 5 1 16,189.9998 8 16,197.565 Total 1.3634 10.3752 11.4824 0.0651 4.4997 0.0356 4.5353 1.2207 0.0332 1.2539 0.0000 6,189.999 0.3026 0.0000 8 4 3.5 Building Construction - 2025 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr I MThjr I Off Road .- m 0.1785 1.6273 ',: 2.0991 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6549 : 302.6549 '„ 0.0711 a 0.0000 : 304.4335 003 1 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 003 j j Unmitigated Construction Off -Site ROG N CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM Total CO2 ategory tons r r Hauling '„ 0.0000 0.0000 0.0000 0.0000 :, 0.0000 i0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 11 0.0000 d 0.0000 0.0000 ................. Vendor .- ...........i............ „ 0.2668 9.5689 ...............i. 3 35520 ... ..........'' 0334', 0.9143 ..... 0.0115 ... 0.9258 ..... 0.2637 ........: 0.0110 0.2747 ..... 0.0000 ............................... 3,318.771 . 3 318 7718„ 0.2472 0.0000 13,324.951 .- 8 3 ........................................,,,,,,, Wo,...._.._ rker 1 0372 _ ,.. 0.5865 .,.,.,, 7.5032 ......................... 0.0300 3 8051 ....................... 0 0235 ....................... 3.8285 ,.,.,,. 1.0105 ,,,,, 0.0216 1 0321 ........................ 0 0000 ......, 2, 712 924 ... ; 2,712.9247 04 0.65 ,, 0 0000 ,,, ,,,,,,,,, 2, 714 O86 .., 16,031.69616,031.6964 0 Total 1.3040 10.1554 10.8584 0.0633 4.7194 0.0349 4.7543 1.2742 0.0326 1.3067 0.0000 0.2936 0.0000 6,039.037 4 3 Mitigated Construction On -Site CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1784 1 1.6273 ',: 2.0991 1 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6545 1 302.6545 '„ 0.0711 a 0.0000 : 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I I I Category tonstyr MTtyr Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2668 i 9.5689 3.3552 i 0.0334 0.8754 00115 0.8869 0.2541 0.0110 0.2651 i 00000 3,318771 i3,318.7718 0.2472 0.0000 3,324.951 '' 8 3 ..................................................................i......................... Worker 1.0372 i 0.5865 '', ....................... 7.5032 ......................... 0.0300 '', 3.6071 ..... 0.0235 '', ... 3.6306 '', ..... 0.9619 '', ........: 0.0216 '', 0.9835 ..... 0.0000 '', ...................................... 2,712.924 2 712 9247, ......... 0.0465 '', 0.0000 ........... ; 2, 714..O86 .- 7 16,031.69616,031.6964 0 Total 1.3040 10.1554 10.8584 0.0633 4.4825 0.0349 4.5174 1.2160 0.0326 1.2486 0.0000 0.2936 0.0000 6,039.037 4 3 3.5 Building Construction - 2026 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5E CO2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr oa e- '', 003 j Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 j j 003 j j j j Unmitigated Construction Off -Site Fugitive Exha PM10e I Exhaust I Tota01 I PM2.5 I PM2u5t I TotaS (Bio-G02I CO2 4 2 Worker 0.9965 i 0.5415 7.0422 i 0.0289 3.8051 0.0228 3.8278 1.0105 0.0209 1.0314 i 0.0000 2,614 845 i2,614.8451 0.0427 0.0000 2,615.912 4 Total 1.2570 9.9831 10.3695 0.0620 4.7194 0.0340 4.7533 1.2742 0.0316 1.3058 0.0000 15,913.97515,913.97551 0.2865 1 0.0000 5,921.137 5 6 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1784 1 1.6273 ',: 2.0991 1 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6545 1 302.6545 '„ 0.0711 a 0.0000 : 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 Mitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr 3.5 Building Construction - 2027 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 I I I Category tons/yr MTtyr Off Road .- 0.1785 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 'J 0.0648 I; 0.0648 0.0000 I; 302.6549 ; 302.6549 0.0711 0.0000 ; 304.4335 003 j 1 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 j j 003 j j j j j j j j j j j Unmitigated Construction Off -Site Total 1.2112 9.8212 9.9431 0.0609 4.7194 0.0325 4.7519 1.2742 0.0303 1.3045 0.0000 5,810.491 5,810.4919 0.2800 0.0000 5,817.491 1 1 1 1 1 1 1 1 1 1 9 1 2 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 I Total PM2.5 PM2.5 Total CO2 I I Category tons/yr MTtyr Off Road .- 0.1784 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 ''J 0.0648 I; 0.0648 0.0000 I; 302.6545 ; 302.6545 0.0711 0.0000 ; 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Category tonstyr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendor ....... 0.2552 i i 9.3196 '', ........................ 3.3050 i 0.0329 '', 0.8754 ..... 0.0110 '', ....... 0.8863 '', ... 0.2541 '', ......; 0.0105 '', 0.2646 ..... 0.0000 '',, 3,281 016 3 281 0167::: 0.2406 '', 0.0000 ; 3,287 032 7 ................. Worker .- ...........i............ .:.....0.9561 „ 0 9561 0 5017 �', ...............i. 6 6381 ... ..........' �0 0279 �', 3 6071 ..... 0 0215 �', .6 3 �6287 �', .61 0 9619 �', ........: 0 0198 �', 0 9817 ..... 0 0000 �', ...................!.....529.4 2,529.475 ... 2 529 4753„ ......... 0 0394 �', 0 0000 ............. ; 2, 530 459 3 2 Total 1.2112 9.8212 9.9431 0.0609 4.4825 0.0303 1.2463 0.0000 5,810.491 5,810.49191 0.2800 0.0000 5,817.491 �0.03254.51501.2160 9 2 3.5 Building Construction - 2028 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM10 I Total PM2.5 I PM2.5 Total CO2 I I Category tons/yr MTtyr Off Road 0.1778 1 1.6211 ',; 2.0910 1 3.5000e- 0.0686 ',; 0.0686 0.0645 ',; 0.0645 0.0000 ',; 301.4953 ; 301.4953 0.0709 0.0000 ; 303.2671 003 Total 0.1778 1.6211 2.0910 3.5000e- 0.0686 0.0686 0.0645 0.0645 0.0000 301.4953 301.4953 0.0709 0.0000 303.2671 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 i 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 11 0.0000 ; 0.0000 ........................................,,,,,,, Vendor 0.2496 _ ,,. 9.1818 ,..,.,, 3.2798 ......................... 0.0326 0.9108 ._,,, 0.0107 .................................................. 0.9215 0.2627 ,,,,, 0.0102 0.2729 ._.,, 0.0000 ,,.,,., 3,252 791 .., :3,252.7910 ....................... 0.2368 .. 0.0000 ....................... 13,258.710 .., 0 9 ......... Worker ........ 0.9100 -....... 0.4644 -....... 6.2573 -........ 0.0270 --..... 3.7905 0.0198 -....... 3.8103 -....... 1.0066 --...: 0.0182 --..... 1.0248 0.0000 -....... 2,445 873 -....... 2,445.8732 -....... 0.0363 -- 0.0000 ..... ......... ; 2,446 780 2 1 15,698.6641 7 Total 1.1596 9.6462 9.5370 0.0596 4.7013 0.0305 4.7318 1.2693 0.0284 1.2977 0.0000 5,698.664 0.2731 0.0000 5,705.491 1 6 Mitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Off Road .- 0 1778 1.6211 2.0910 3 5000e 0.0686 0.0686 0.0645 0.0645 0.0000 301 4949 301 4949 0.0709 0.0000 ; 303 2667 003 Total 0.1778 1.6211 2.0910 3.5000e- 0.0686 0.0686 0.0645 0.0645 0.0000 301.4949 301.4949 0.0709 0.0000 303.2667 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 I Category tonstyr MTtyr au ing ......... Vendor ........ 0.2496 -....... 9.1818 -....... 3.2798 ......... 0.0326 --..... 0.8720 0.0107 -....... 0.8827 -....... 0.2532 --...: 0.0102 --..... 0.2634 0.0000 -....... 3,252 791 -.......-....... ,3 252.7910 0.2368 -- 00000 ..... ......... 13258710 0 9 .................................................................... Worker .-„ 0.9100 0.4644 ....................... i. �', 6.2573 ... ..........' �0 0270 �', 3.5933 ..... 0.0198 �', .6 3.6131 �', .58 0.9582 �', ........: 0.0182 �', 0.9764 ..... 0.0000 �', ...................!......................... 2,445 873 445.8 2 445 8732„ 0 0363 0 0000 ; 2,446 780 2 7 Total 1.1596 9.6462 9.5370 0.0596 4.4653 0.0305 4.4958 1.2114 0.0284 1.2398 0.0000 5,698.664 5,698.66410.2731 0.0000 5,705.491 1 6 3.5 Building Construction - 2029 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1785 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 'ui 0.0648 I; 0.0648 0.0000 I; 302.6549 ; 302.6549 0.0711 0.0000 ; 304.4335 003 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 3104.4335 003 Unmitigated Construction Off -Site ROG NOx CO mmlmmm S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I I Category I 6 tonstyr MTtyr Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 ......... Vendor ........ �, 0.2466 -.9.1 9.1212 -....9 3.2797 -........ 0.0326 --..... 0.9143 0.0105 -0..9 0.9249 -..37 0.2637 --...: 0.0101 --..... 0.2738 0.0000 -...5 -...0 , 3,251 094 3 251.0946 -....... 0.2353 --. 0.0000 .... 13,256.975 ' 6 8 ..................................................................i......................... Worker .- ''�, 0.8662 i 0.4334 ''�, ....................... 5.9432 ......................... 0.0264 ''�, 3.8051 ..... � 0.0184 ''�, .8 3.8235 ''�, 1.0105 ''�, .10 ........: 0.0170 ''�, 1.0274 ..... 0.0000 ''�, ...................!........90.4 2,390.492 2 390 925: ......... 0.0337 0.0000 ............. ; 2, 391 335 5 15,641.58715,641.5871 1 To[al 1.1128 9.5546 9.2229 0.0590 4.7194 0.0290 4.7483 1.2742 0.0270 1.3012 0.0000 0.2690 0.0000 5,648.310 1 9 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1784 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 'J 0.0648 I; 0.0648 0.0000 I; 302.6545 ; 302.6545 0.0711 0.0000 ; 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 3104.4331 003 Mitigated Construction Off -Site Fugitive Exha PM10e I Exhaust I Tota01 I PM2.5 I PM2u5t I TotaS IBio-G02I CO2 6 8 Worker 0.8662 i 0.4334 5.9432 i 0.0264 3.6071 0.0184 3.6256 0.9619 0.0170 0.9789 i 0.0000 2,390.492 i 2,390.4925 0.0337 0.0000 2, 391.335 5 Total 1.1128 9.5546 9.2229 0.0590 4.4825 0.0290 4.5115 1.2160 0.0270 1.2431 0.0000 15,641.58715,641.58711 0.2690 1 0.0000 5,648.310 1 9 3.5 Building Construction - 2030 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr Off Road 0.1708 1 1.0355 ',: 2.1085 1 4.0400e- a 0.0193 ',: 0.0193 ',: ',: 0.0193 ',: 0.0193 0.0000 ',: 343.0336 1 343.0336 '„ 0.0138 a 0.0000 : 343.3777 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 003 Unmitigated Construction Off -Site Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr Off Road 0.1708 1 1.0355 ',: 2.1085 1 4.0400e- a 0.0193 ',: 0.0193 ',: ',: 0.0193 ',: 0.0193 0.0000 ',: 343.0332 1 343.0332 '„ 0.0138 a 0.0000 : 343.3773 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tons r r Hauling 0.0000 ; 0.0000 ',; 0.0000 I 0.0000 0.0000 I 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 0.0000 ; 0.0000 ........................................,,...., Vendor 0.2428 _ ... 9.0312 ......, 3.2682 ......................... 0.0324 0.8754 ....................... 0.0103 ....................... 0.8857 ....... 0.2541 ,,,,, 9.8500e- 0.2640 ._.,, 0.0000 ,,.,,., 3,238 280:3,238.2803 .., ....................... 0.2329 .. 0.0000 ....................... 13,244.103 .., 003 3 8 ......... Worker ........ 0.8168 -....... 0.4030 -....... 5.6305 -........ 0.0258 --..... 3.6071 0.0171 -....... 3.6243 -....... 0.9619 --...: 0.0158 --..... 0.9777 0.0000 -... 2,333.852 -... 2 333.8523 -....... 0.0312 -- 0.0000 ..... ......... ; 2, 334 632 3 15,572.13215,572.1326 5 Total 1.0596 9.4342 8.8986 0.0582 4.4825 0.0275 4.5100 1.2160 0.0256 1.2417 0.0000 0.2642 0.0000 15,578.736 6 1 2 3.5 Building Construction - 2031 Unmitigated Construction On -Site ROG NOx CO 702 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1708 1.0355 I; 2.1085 4.0400e- 0.0193 I; 0.0193 'J 0.0193 I; 0.0193 0.0000 I; 343.0336 ; 343.0336 0.0138 0.0000 ; 343.3777 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Etegorytonshjr MThjr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 1 0.0000 1 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 Vendor ....... 0.2397 i i 8.9296 '', .... 3.2639 i i 0.0323 '', 0.9143 ..... 0.0101 '', ................................ 0.9245 '', 0.2637 '', ........................ ; 9.6900e- '', 0.2734 ..... 0.0000 '',, 3,228.332 3 228 3320, 0.2312 '', 0.0000 ; 3,234.112 003 0 8 ................. Worker .- ...........i............ .:.....0.7614 „ 0 7614 0 3735 �', ...............i. 5 3325 ... ..........' �0 0252 �', 3 8051 ..... 0 0159 �', .8 3 �8210 �', .10 1 0105 �', ........: 0 0147 �', 1 0251 ..... 0 0000 �', ...................!.....278.9 2, 278 969 ... 2 278 9691„ ......... 0 0287 �', 0 0000 ............. ; 2, 279 687 1 5 Total 1.0011 9.3031 8.5964 0.0575 4.7194 0.0261 4.7455 1.2742 0.0243 1.2985 0.0000 5,507.30115,507.3011 0.2600 0.0000 5,513.800 1 11 3 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I Category tons/yr MTtyr Off Road 0.1708 ; 1.0355 ',; 2.1085 4.0400e- 0.0193 ',; 0.0193 ',; ',; 0.0193 ',; 0.0193 0.0000 ',; 343.0332 ; 343.0332 0.0138 0.0000 ; 343.3773 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 Total PM2.5 I PM2.5 Total CO2 tonstyr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 ........................................,,,,,,, Vendor 0.2397 _ .., 8.9296 ......, 3.2639 ......................... 0.0323 0.8754 ....................... 0.0101 ....................... 0.8855 ....... 0.2541 ,,,,, 9.6900e- 0.2638 ._.,, 0.0000 ,,.,,., 3,228.332 .., ....................... ; :3,228.3320i 0.2312 .. 0.0000 ....................... 13,234.112 .., 003 0 8 ......... Worker ........ �, 0.7614 -.0.3 0.3735 -....2 5.3325 -........ 0.0252 --..... 3.6071 0.0159 -....6 3.6230 -...19 0.9619 --...: 0.0147 --..... 0.9766 0.0000 -... , 2,278.969 -...9-....... , 2 278.9691 0.0287 -- 0.0000 ..... ......... ; 2, 279 687 1 1 5 To[al 1.0011 9.3031 8.5964 0.0575 4.4825 0.0261 4.5086 1.2160 0.0243 1.2404 0.0000 0.2600 0.0000 5,513.800 15,507.30115,507.3011 1 3 3.5 Building Construction - 2032 Unmitigated Construction On -Site Total 0.1715 1.0394 2.1166 4.0600e- 0.0194 0.0194 0.0194 0.0194 0.0000 344.3479 344.3479 0.0138 0.0000 344.9 1 1 003 1 1 1 1 1 1 1 1 1 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 ; 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................,,...., Vendor 0.2382 _ ... 1 8.8868 ......, 3.2754 ......................... 0.0323 0.9178 ....................... 0.0100 ....................... 0.9279 ....... 0.2647 ...., 9.5800e- 0.2743 ........................ 0.0000 ......, 3,231 986 .., ....................... 3,231.9863 0.2306 .. 0.0000 ....................... 13,237.750 .., 003 3 8 ......... Worker ........ 0.7151 -....... 0.3498 -....... 5.0839 -........ 0.0248 --..... 3.8196 0.0149 -....... 3.8346 -................... 1.0144 : 0.0137 --..... 1.0281 0.0000 -....... 2,244.748 -.......-....... , 2 244.7489 0.0268 -- 0.0000 ..... ......... ; 2, 245 418 9 15,476.73515,476.7352 5 Total 0.9533 9.2366 8.3593 0.0571 4.7375 0.0250 4.7624 1.2791 0.0233 1.3024 0.0000 0.2574 0.0000 15,483.169 2 3 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tonslyr M i tyr Off Road .- 0.1715 ; 1.0394 ',; 2.1166 ; 4.0600e- 11 ; 0.0194 ',; 0.0194 ',; ',; 0.0194 ',; 0.0194 0.0000 ',; 344.3475 ; 344.3475 11 0.0138 11 0.0000 ; 344.6929 003 Total 0.1715 1.0394 2.1166 4.0600e- 0.0194 0.0194 0.0194 0.0194 0.0000 344.3475 344.3475 0.0138 0.0000 344.6929 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 ;�, 0.0000 0.0000 ................................................................. Vendor ,_ 0.2382 ... 8.8868 ,..,.., 3.2754 _,._. 0.0323 0.8788 ._,,, 0.0100 _..,,.., 0.8888 .....,. 0.2551 ...., 9.5800e- 0.2647 ._..,........................ 0.0000 3,231 986:3,231.9863 ......................... ....................... 0.2306 .. 0.0000 ....................... 13,237.750 .., 003 3 8 ......... Worker ........ �, 0.7151 -.0.3 0.3498 -....3 5.0839 -........ 0.0248 --..... 3.6209 0.0149 -....6 3.6359 -..56 0.9656 --...: 0.0137 --..... 0.9793 0.0000 -... , 2,244.748 -...7-....... , 2 244.7489 0.0268 -- 0 0000 ..... ......... ; 2, 245 418 9 15,476.7352 5 Total 0.9533 9.2366 8.3593 0.0571 4.4997 0.0250 4.5246 1.2207 0.0233 1.2440 0.0000 5,476.735 0.2574 0.0000 5,483.169 2 3 3.5 Building Construction - 2033 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive ExhaustHo-02 NBio- Total CO2 CH4 N20 CO2e I I PM10PM10TtalPM2.5 PM2.5Category tons/yr MTtyr Off Road .- 0.1342 ; 0.8133 ',; 1.6561 ; 3.1700e- 0.0152 ',; 0.0152 ',; ',; 0.0152 0 ',; 269.4325 ; 269.4325 0.0108 0.0000 ; 269.7028 003 Total 0.1342 0.8133 1.6561 3.1700e- 0.0152 0.0152 0.0152 0.0152 0.0000 269.4325 269.4325 0.0108 0.0000 269.7028 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 ..................................................................i............ Vendor .-0.1848 i 6.8972 ........................................ '', 2.5638 0.0252 ..... '', 0.7182 7 7300e '', 07259 '', 0.2071 ..... '', 7 3900e- '', 0.2145 0.0000 '', 2,523.006 2 523 0068, 0.1793 '', 0.0000 .. 527..49 490 ; 2,527.490 .- 003 '' 003 8 '. 4 .............................................................................. Worker I 0.5266 0.2570 ........................................ �I 3.7954 0.0191 .... �I 2.9886 0.0109 �I 2.9996 �I 2.9 ....37 0.7937 ........: �I 0.0101 �I 0.8037 ..... 0.0000 ....................:.......27.4 �I, 1,727.434 ;1 727 4341 I .. ..... 0.0196 �I 0.0000 ; 1, 727 923 1 1 5 Total 0.7114 7.1542 6.3592 0.0443 3.7068 0.0187 3.7255 1.0008 0.0175 1.0182 0.0000 4,250.44014,250.44091 0.1989 0.0000 4,255.413 9 9 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1342 0.8133 ',: 1.6561 3.1700e- a 0.0152 ',: 0.0152 ',: ',: 0.0152 ',: 0.0152 0.0000 ',: 269.4322 : 269.4322 '„ 0.0108 a 0.0000 : 269.7025 003 Total 0.1342 0.8133 1.6561 3.1700e- 0.0152 0.0152 0.0152 0.0152 0.0000 269.4322 269.4322 0.0108 0.0000 269.7025 003 Mitigated Construction Off -Site Worker 0 5266 0.2570 3.7954 0.0191 2.8332 0.0109 2.8441 0.7555 0.0101 0.7656 0.0000 I, 1,727.434 1 727 4341, 0.0196 0.0000 ; 1, 727 923 1 5 Total 0.7114 7.1542 6.3592 0.0443 3.5208 0.0187 3.5394 0.9551 0.0175 0.9726 0.0000 4,250.440 4,250.4409 0.1989 0.0000 4,255.413 9 9 3.6 Paving - 2033 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.0381 0.1958 ',: 0.4359 7.7000e- v, : 9.0900e- ',: 9.0900e- ',: ',: 9.0900e- ',: 9.0900e- 0.0000 ',: 66.2737 66.2737 '„ 3.1100e- v, 0.0000 66.3513 .- 004 003 '' 003 003 003 003 ........................................g..........................i............ Pavan '', 0.0000 ...............i......................... ..... 0.0000 '', .... 0.0000 '', ......... ........: '', 0.0000 '', 0.0000 ..... 0.0000 '', ....................:. 0.0000 ....... ......... 0 0000 '', 0 0000 '', 0 0000 ............ 0 0000 Total 0.0381 0.1958 0.4359 7.7000e- 9.09OOe- 9.09OOe- 9.09OOe- 9.0900e- 0.0000 66.2737 66.2737 3.11 OOe- 0.0000 66.3513 004 003 003 003 003 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM 10 PM 10 Total PM2.5 PM2.5 Total CO2 I Category tons/yr P0.0000 MTtyr Hauling '„ 0.0000 1 0.0000 ',: 0.0000 1 0.0000 :, 0.0000 1 0.0000 1 0.0000 1 0.0000 + 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.0000 0.0000 �', ....................... 0.0000 i. ..........'' ... �0 0000 �', 0.0000 ..... 0.0000 �', ... 0.0000 �', .00 0.0000 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0.0000 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker .- ', B.000Oe- 3.9000e ; 5.7500e- ; 3.000Oe- 4.5300e- ; 2 OOOOe ; 4.5400e 1.2000e 2.000Oe- 1.2200e- 0.0000 2.6174 2.6174 3.000Oe- 0 0.0000 2.6182 2. 004 004 003 005 003 005 003 003 005 003 005 Total 8.000Oe- 3.9000e- 5.75OOe- 3.000Oe- 4.53OOe- 2.000Oe- 4.54OOe- 1.2000e- 2.000Oe- 1.2200e- 0.0000 2.6174 2.6174 3.000Oe- 0.0000 2.6182 004 004 003 005 003 005 003 003 005 003 j j j 005 Mitigated Construction On -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- PM, 0 PM10 Total PM2.5 PM2.5 Total I CO2 004 003 003 003 003 003 ........................................,,...., Paving ... ....................... ... 0.0000 .... 0.0000 ....................... ........................ 0.0000 ..... 0.0000 0.0000 .... ........................ ... ....................... ...... _ 0.0000 0.0000 0.0000 0.0000 0.0000 0 0000 Total 0.0381 0.1958 0.4359 7.7000e- 9.0900e- 9.0900e- 9.0900e- 9.0900e- 0.0000 66.2736 66.2736 3.1100e- 0.0000 66.3513 004 003 003 003 003 003 Mitigated Construction Off -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.'. PM10 PM10 Total PM2.5 PM2.5 Total V Bio- 0O2 004 1 004 003 005 003 005 003 003 005 003 005 Total 8.000Oe- 3.9000e- 5.7500e- 3.000Oe- 4.2900e- 2.000Oe- 4.3100e- 1.1400e- 2.000Oe- 1.1600e- 0.0000 2.6174 2.6174 3.000Oe- 0.0000 2.6182 004 004 003 005 003 005 003 003 005 003 005 3.6 Paving - 2034 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Unmitiaated Construction Off -Site ROG NOx CO 772 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Sio-CO2 N0 Total CO2 CH4 N2O CO2e I PM10 PM10 Total PM2.5 PM2.5 Total CO2 Ef IHauling ton yr r '„ 0.0000 0.0000 ',: 0.0000 0.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ...... Vendor .- .- ...........i............ „ 0.0000 0.0000 ...............i. 0.0000 ... .......... 00000', 0.0000 ..... 0.0000 ... 0.0000 ..... 0.0000 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0 0000 ....................................................................................................0....................9.........................0....................5........................0.........................................................................3.........................0...................................................................................................0......................................... Worker 2.2700e- 1.1000e 0.0165 9.00OOe- 0.0136 5 OOOOe 0.0136 3.6100e 4.00OOe- 3.6500e- 0 0000 7.7388 7.7388 8.00OOe- 0.0000 7.7409 003 003 005 005 003 005 003 005 Total 2.27OOe- 1.10OOe- 0.0165 9.00OOe- 0.0136 5.00OOe- 0.0136 3.61OOe- 4.00OOe- 3.65OOe- 0.0000 7.7388 7.7388 8.00OOe- 0.0000 7.7409 003 003 005 005 003 005 003 005 Mitigated Construction On -Site Total 0.1142 0.5874 1.3076 2.3100e- 0.0273 0.0273 0.0273 0.0273 0.0000 198.8208 198.8208 9.3200e- 0.0000 199." 1 1 003 1 1 1 1 1 1 003 1 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 I I I Category tons/yr P0.0000 MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 11 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.0000 0.0000 �', ....................... 0.0000 i. ..........' ... �0 0000 �', 0.0000 ..... 0.0000 �', ... 0.0000 �', 0.0000 .00 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0.0000 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker 2.2700e- 1.1000e 0.0165 9.000Oe- 0.0129 5 OOOOe 0.0129 3.4300e 4.000Oe- 3.4800e- 0.0000 7.7388 7.7388 8.000Oe- 0.0000 0 7. 7.7409 003 003 005 005 003 005 003 005 Total 2.2700e- 1.1000e- 0.0165 9.000Oe- 0.0129 5.000Oe- 0.0129 3.4300e- 4.000Oe- 3.4800e- 0.0000 7.7388 7.7388 8.000Oe- 0.0000 7.7409 003 003 005 005 003 005 003 005 3.7 Architectural Coating - 2034 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 I Total PM2.5 I PM2.5 Total CO2 I Category tons/yr MTtyr Archit Coating 7.6152 10.0000 ',: 0.0000 ',: ',: 0.0000 + 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 0.0000 ................. Off Road .- ...............i......................... „ 6 2100e 0.0407 ....................... 0.0854 i..... ...........'' ... 1 4000e', ..... 9 6000e', ... 9.6000e',', ......... ..... ..: 9 6000e-', 9 6000e ..... 0.0000 ............:. 12.1280 .... ....... ... .. .. .. 12.1280 „ 4 9000e-', 0.0000 ..... 12.1402 2140202 003 004 004 004 004 004 004 Total 7.6214 0.0407 0.0854 1.4000e- 9.6000e- 9.6000e- 9.6000e- 9.6000e- 0.0000 12.1280 12.1280 4.9000e- 0.0000 12.1402 004 004 004 004 004 004 Unmitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM2.5 I PM2St I PM2.5 IBio-G02I CO2 Worker 0.0462 i 0.0225 "1 0.3356 i 1.7400e- I. 0.2769 1 9.5000e- "1 0.2778 "1 0.0735 "1 8.7000e- "1 0.0744 i 0.0000 "1 157.7313 i 157.7313 "i 1.6900e- I. 0.0000 i 157.7737 003 004 004 003 Total 0.0462 0.0225 0.3356 1.7400e- 0.2769 9.5000e- 0.2778 0.0735 8.7000e- 0.0744 0.0000 157.7313 157.7313 1.6900e- 0.0000 1 157.7737 003 004 004 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr mom MThjr Archit Coating 7.6152 1 0.0000 ',: 0.0000 ',: ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 d 0.0000 : 0.0000 ................. Off Road .- ...............i......................... „ 6 2100e 0.0407 ....................... 0.0854 ... i..... ...........'' 1 4000e', ..... 9 6000e', ... 9.6000e',', ......... ..... ..: 9 6000e-', 9 6000e ..... 0.0000 ............:. 12.1279 .... ....... ... .. .. .. 12.1279 „ 4 9000e-', 0.0000 ..... 12.1402 2140202 003 004 004 004 004 004 004 Total 7.6214 0.0407 0.0854 1.4000e- 9.6000e- 9.6000e- 9.6000e- 9.6000e- 0.0000 12.1279 12.1279 4.9000e- 0.0000 12.1402 004 004 004 004 004 004 Mitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr 3.7 Architectural Coating - 2035 Unmitigated Construction On -Site Off -Road ll 7.3700e- 1 0.0474 "1 0.1121 i 1.9000e- 003 004 004 Unmitigated Construction Off -Site uginve exnaus rmiiu ruginve exnaus rimz.o nio-wz rvnio- PM10 PM10 Total PM2.5 PM2.5 Total CO2 6 2000e : 6.2000e 6.2000e- 6 2000e 0.0000 15.9578 15.9578 5.9000e- 0.0000 15.9726 I 004 004 004 004 004 004 I 004 I I 004 I 004 004 Total 0.0579 0.0283 0.4238 2.2600e- 0.3643 1.1800e- 0.3655 0.0968 1.0800e- 0.0978 0.0000 204.9641 204.9641 2.1000e- 0.0000 205.0165 1 1 003 1 1 003 1 1 1 003 1 1 1 1 1 003 1 1 1 Mitigated Construction On -Site ROG I NOx CO S02 Fugitive I Exhaust I PM10 I Fugitive Exhaust I PM2.5 Bio-0O2 NBio- I Total CO2 I CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MThjr Archit Coating ',, 10.0200 0.0000 I; 0.0000 'J 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 Off Road 7 3700e 0.0474 0.1121 1 9000e- 6 2000e . 6.2000e 6.2000e- 6 2000e i 0.0000 15.9578 15.9578 5.9000e- 0.0000 i 15.9726 .- 003 004 004 004 004 004 004 Total 10.0274 0.0474 0.1121 1.9000e- 6.2000e- 6.2000e- 6.2000e- 6.2000e- 0.0000 15.9578 15.9578 5.9000e 0.0000 15.9726 004 004 004 004 004 004 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Category tons/yr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendori .- ....... 0.0000 i i 0.0000 ''. ........................ 0.0000 .', i 0.0000 '', 0.0000 ..... 0.0000 '', ....... 0.0000 '', ... 0.0000 '', ...... 0.0000 '', 0.0000 i ........................................................ 0.0000 ''. 0.0000 i 0.0000 ....................... 0.0000 ', ................................................ '', 0.0000 i 0.0000 .- .- ................................................0.................................................0....................2.........................0.....................1........................0.......................0..................................................0.......................0.......................04.....................04..................2........................0......................................... Worker .- 0.0579 0.0283 ',; 0.4238 2.2600e- 0.3454 1.1 BOOB- ',; 0.3466 ',; 0.0921 ',; 1.0800e- ',; 0.0932 0.0000 ',; 204.9641 ; 204.9641 ', 2.1000e- 0.0000 ; 205.0165 003 003 003 003 Total 0.0579 0.0283 0.4238 2.2600e- 0.3454 1.1800e- 0.3466 0.0921 1.0800e- 0.0932 0.0000 204.9641 204.9641 2.1000e- 0.0000 205.0165 003 003 003 003 CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 MainPlace - Current Entitlement Construction - Orange County, Annual MainPlace - Current Entitlement Construction Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) Climate Zone 8 Utility Company Southern California Edison 2.2 CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Precipitation Freq (Days) 30 Operational Year 2021 N20 Intensity 0.006 (I b/MWhr) Project Characteristics - Land Use - Construction Phase - Construction only run Demolition - Grading - Construction Off -road Equipment Mitigation - Per SCAQMD Rules, SP PDF requires Tier 4 Date: 2/15/2019 11:59 AM 2.0 Emissions Summary 2.1 Overall Construction Unmitigated Construction Mitigated Construction 17 7-1-2023 9-30-2023 2.7152 2.7152 18 10-1-2023 12-31-2023 2.7470 2.7470 19 1-1-2024 3-31-2024 20 4-1-2024 6-30-2024 2.6075 2.6075 21 7-1-2024 9-30-2024 2.6362 2.6362 22 10-1-2024 12-31-2024 2.6664 2.6664 23 1-1-2025 3-31-2025 2.5316 2.5316 24 4-1-2025 6-30-2025 2.5311 2.5311 25 7-1-2025 9-30-2025 26 10-1-2025 12-31-2025 2.5878 2.5878 27 1-1-2026 3-31-2026 2.4921 2.4921 28 4-1-2026 6-30-2026 2.4923 2.4923 29 7-1-2026 9-30-2026 2.5197 2.5197 30 10-1-2026 12-31-2026 2.5475 2.5475 31 1-1-2027 3-31-2027 32 4-1-2027 6-30-2027 2.4556 2.4556 33 7-1-2027 9-30-2027 2.4826 2.4826 34 10-1-2027 12-31-2027 2.5092 2.5092 35 1-1-2028 3-31-2028 2.4479 2.4479 36 4-1-2028 6-30-2028 2.4228 2.4228 37 7-1-2028 9-30-2028 38 10-1-2028 12-31-2028 2.4748 2.4748 39 1-1-2029 3-31-2029 2.3881 2.3881 40 4-1-2029 6-30-2029 2.3910 2.3910 41 7-1-2029 9-30-2029 2.4173 2.4173 42 10-1-2029 12-31-2029 2.4412 2.4412 43 1-1-2030 3-31-2030 44 4-1-2030 6-30-2030 2.2111 2.2111 45 7-1-2030 9-30-2030 2.2354 2.2354 46 10-1-2030 12-31-2030 2.2577 2.2577 47 1-1-2031 3-31-2031 2.1737 2.1737 48 4-1-2031 6-30-2031 2.1778 2.1778 49 7-1-2031 9-30-2031 50 10-1-2031 12-31-2031 2.2220 2.2220 51 1-1-2032 3-31-2032 2.1692 2.1692 52 4-1-2032 6-30-2032 2.1508 2.1508 53 7-1-2032 9-30-2032 2.1744 2.1744 54 10-1-2032 12-31-2032 2.1931 2.1931 55 1-1-2033 3-31-2033 56 4-1-2033 6-30-2033 2.1266 2.1266 57 7-1-2033 9-30-2033 2.1500 2.1500 58 10-1-2033 12-31-2033 0.5680 0.5680 59 1-1-2034 3-31-2034 0.2748 0.2748 60 4-1-2034 6-30-2034 0.2777 0.2777 61 7-1-2034 9-30-2034 62 10-1-2034 12-31-2034 3.5829 3.5829 63 1-1-2035 3-31-2035 3.4998 3.4998 64 4-1-2035 6-30-2035 3.2235 3.2235 Highest 3.5829 3.5829 3.0 Construction Detail Construction Phase Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 775 Acres of Paving: 58.11 Residential Indoor: 0; Residential Outdoor: 0; Non -Residential Indoor: 3,690,083; Non -Residential Outdoor: 1,230,028; Striped Parking OffRoad Equipment Phase Name Cffroad Equipment Type Amount Usage Hours Horse P Load Fact Architectural Coating RAir Compressors 1',; 6.00P, 78: 0.48 Demolition ::Excavators 3'I 8.0011 158 0.38 ..................................................................................................ii........................................................................................ii........................................................ii..........................................ii............................................i................................................ Demolition :',Concrete/Industrial Saws 1'i 8.00::: 81: 0.73 ..................................................................................................ii........................................................................................ii........................................................ii.......................................01L............................................i...........................................38' Grading I'�, Excavators 2�'�, 8.00' 158 0.38 ..................................................................................................l Building Construction ::.i.......................................................................................i:........................................................ii..........................................li...........................................i................................................ Cranes 1 700:� 231 0.29 Building Construction Forklifts 3 8 00 89 0.20 Building Construction ::Generator Sets 1'I 8.0011 84 0.74 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................42' Paving I'�, Pavers 2�' 8.00 130 0.42 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................38' Paving Rollers 2�'�, 8.00'�, 80 0.38 ..................................................................................................i:........................................................................................i:........................................................ii..........................................i:...........................................i................................................ Demolition Rubber Tired Dozers 2:1 8 00 247: 0.40 Grading ::Rubber Tired Dozers 1'I, 8.00'I, 247; 0.40 BuildingConstruction Il Tractors/Loaders/Backhoes 3'I 7.0011 97 0.37 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................41, Grading Graders 1�'�, 8.00'�, 187 0.41 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................37' Grading I'�, Tractors/Loaders/Backhoes 2�'�, 8.00�, 97 0.37 ..................................................................................................li........................................................................................i:........................................................ii..........................................li...........................................i................................................ Paving Waving Equipment 2 800:� 132 0.36 Site Preparation Il Tractors/Loaders/Backhoes 4'I 8.0011 97 0.37 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................40, Site Preparation (',Rubber Tired Dozers 3', 8.00', 247 0.40 ..................................................................................................i................................................................................................................................................ Grading Scrapers i..........................................l......................................67"i...........................................48' 2�'�, 8.00'�, 367 0.48 ..................................................................................................i........................................................................................;. Building Construction i ,Welders ....................................................... ;i............................... 1�'�, ...........i...........................................i 8.00'', ...................................... 46 .......... 0.45 Trips and VMT Count I Number I Number I Number I Length I Length I Length Demolition 6; 15.00'i 0.00;; 0.001 14. 101 6.90 20 ................................................................................................................................................................................................................................................................................................................. Slte Preparation 7 18.00' 0.001'', 0.001 14.701 6.901 20 ......................................................... .................................................. Grading ...................................., 8 .................................. 20.00 ............................... 0.00: ..................................... 0.00: _ _ .................................... 14 70 ........................ 6 90 20 Building Construction 9: 1,930.00 827.00 0.00 14 70 6 90 20 3.1 Mitigation Measures Construction Replace Ground Cover Water Exposed Area Water Unpaved Roads Reduce Vehicle Speed on Unpaved Roads Clean Paved Roads 3.2 Demolition - 2019 Unmitigated Construction On -Site Class I Vehicle I Vehicle Class Class HHDT HHDT ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM PM 10 Total PM2.5 PM2.5 Total CO2 Category tonshjr MThjr Fugitive Dust 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 t 0.0000 i 0.0000 ............................................... Off Road .- „ 0.2319 i 2.3617 ....... 1.4560 ': 2 5600e ..... 0.1185 ....... 0.1185I. ....... .....; 0.1102 0.1102 0.0000 228 5338 i 228 5338 „ 0.0636 0.0000 ; 230 1232 003 Total 0.2319 2.3617 1.4560 2.5600e- 0.0000 0.1185 0.1185 0.0000 0.1102 0.1102 0.0000 228.5338 228.5338 0.0636 0.0000 230.1232 j j 003 j j j j j 1 1 1 j Unmitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM2.5 I PM2St I PM2.5 IBio-G02I CO2 Worker 4.1400e- i 3.0200e- "1 0.0335 i 1.1000e- I. 0.0109 7.000Oe- "1 0.0109 "1 2.8900e- "1 7.000Oe- 2.9500e- i 0.0000 "1 9.7180 i 9.7180 "i 2.4000e- I. 0.0000 i 9.7240 003 003 004 005 003 005 003 004 Total 4.1400e- 3.0200e- 0.0335 1.1000e- 0.0109 7.0000e- 0.0109 2.8900e- 7.0000e- 2.9500e- 0.0000 9.7180 9.7180 2.4000e 0.0000 9.7240 003 003 004 005 003 005 003 004 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tonshjr MThjr Fugitive Dust 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Off Road .- ...........i............ „ 0.2319 2.3617 �', ...............i. 1.4560 ... .............. 2 S600e ..... ' �', 0.1185 �', ... 0.1185 ......... ........: 0.1102 0.1102 ..... 0.0000 .................................... 228 5335 228 5335 „ 0.0636 0.0000 ; 230 1229 003 Total 0.2319 2.3617 1.4560 2.5600e- 0.0000 0.1185 0.1185 0.0000 0.1102 0.1102 0.0000 228.5335 228.5335 0.0636 0.0000 230.1229 003 Mitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonshjr MThjr 3.2 Demolition - 2020 Unmitigated Construction On -Site PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 Off Road 0.1126 1 1.1288 0.7396 1 3200e 0.0564 0.0564 0.0524 0.0524 1 0.0000 : 115 5953 1 115 5953 0.0326 0.0000 : 116.4111 003 003 Unmitigated Construction Off -Site Total 1.9900e- 1.3900e- 0.0158 5.000Oe- 5.6000e- 4.000Oe- 5.6400e- 1.4900e- 3.000Oe- 1.5200e- 0.0000 4.8458 4.8458 1.1000e- 0.0000 4.8486 003 003 005 1 003 I 005 003 003 005 003 1 1 1 004 1 1 1 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr MTtyr Fugitive Dust 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 1 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ................................................. Off Road .- 0 1126 -....... 1.1288 -....... 0.7396 -....... 1 3200e- --..... 0.0564 -....... 0.0564 -....... --...: 0.0524 --..... 0.0524 i 0.0000 -....... 1 115 5951 -.......-....... . 115.5951 0.0326 -- 0.0000 ..... ......... i 116 4109 003 Total 0.1126 1.1288 0.7396 1.3200e- 0.0000 0.0564 0.0564 0.0000 0.0524 0.0524 0.0000 115.5951 115.5951 0.0326 0.0000 116.4109 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 I PM2.5 Total I CO2 I I I Category tons/yr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendori .- ....... 0.0000 i i 0.0000 ''. ........................ 0.0000 .', i 0.0000 '', 0.0000 ..... 0.0000 '', ....... 0.0000 '', ... 0.0000 '', ...... 0.0000 '', 0.0000 i ........................................................ 0.0000 ''. 0.0000 i 0.0000 ....................... 0.0000 ', ................................................ '', 0.0000 i 0.0000 .- ....................................................................................................0....................5.......................5......................4......................5...........................................................................1.........................0........................................................................1........................0.......................4................ .- Worker .- 1.9900e- 1.3900e- 0.0158 S.000Oe- ;, 5.3100e- ; 4.000Oe- ',; 5.3500e- ',; 1.4200e- ',; 3.000Oe- ',; 1.4500e- 0.0000 ',; 4.8458 4.8458 ', 1.1000e- 0.0000 4.8486 003 003 005 003 005 003 003 005 003 004 Total 1.9900e- 1.3900e- 0.0158 5.000Oe- 5.3100e- 4.000Oe- 5.3500e- 1.4200e- 3.000Oe- 1.4500e- 0.0000 4.8458 4.8458 1.1000e- 0.0000 4.8486 003 003 005 003 nos 003 003 005 003 004 3.3 Site Preparation - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 I Total I PM2.5 PM2.5 Total CO2 I Category tonstyr MTtyr Fugitive Dust 1.0840 0.0000 ',; 1.0840 ',; 0.5958 ',; 0.0000 ',; 0.5958 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................................................................... Off Road .- „ 0.2446 1 2.5450 ....................... 1.2908 ......................... 2 2800e '' 0.1318 0.1318 ......... 0.1213 0.1213 0.0000 200 5841 '. ; 200 5841 „ 0.0649 0.0000 ....................... ; 202 2059 003 Total 0.2446 2.5450 1.2908 2.2800e- 1.0840 0.1318 1.2158 0.5958 0.1213 0.7171 0.0000 200.5841 200.5841 0.0649 0.0000 003 E202.2059 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 i 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ' 0.0000 ' 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 0.0000 0.0000 .........................................,,,,,, Vendor .- 0.0000 _ ,.. 0.0000 ,,.,.., 0.0000 ......................... 0.0000 _ _ 0.0000 ._,,, 0.0000 ............................................... 0.0000 0.0000 ,,,,, 0.0000 _ _ 0.0000 ._.,, 0.0000 _,..,,.. 0.0000 .., 0.0000 ....................... 0.0000 0.0000 ....................... 0.0000 ......... Worker ........ 4 2100e -....... 2.9500e -....... 0.0335 -....... 1 1000e- --..... 0.0119 8 OOOOe -....... 0.0119 -....... 3.1500e --...: 7.00OOe- --..... 3 2200e i 0.0000 -....... 10.2617 -... 10.2617 -....... 2.3000e- --.... 0.0000 ......... i 10.2676 003 003 004 005 003 005 003 004 To[al 4.2100e- 2.9500e- 0.0335 1.1000e- 0.0119 8.00OOe- 0.0119 3.1500e- 7.00OOe- 3.2200e- 0.0000 10.2617 10.2617 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 Mitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr au ing ......... Vendor ........ .-0 0000 -........ 0.0000 -....... 0.0000 ......... 0.0000 --..... 0 0000 0 0000 -....... 0.0000 -....... 0.0000 --...: 0.0000 --..... 0.0000 i 0.0000 -....... 0.0000 -........ 0.0000 -....... 0.0000 -- 0.0000 ..... ......... i 0.0000 ..............................................4........................2.........................0................................................0....................8........................0.........................................................................3.........................0......................10......................10....................2........................0......................10.............. Worker .- .- .-4.2100e- 2.9500e- ',; 0.0335 1.1000e- 0.0112 B.000Oe- ',; 0.0113 ',; 3.000Oe- ',; 7.000Oe- ',; 3.0700e- 0.0000 ',; 10.2617 10.2617 ', 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 Total 4.2100e- 2.9500e- 0.0335 1.1000e- 0.0112 8.000Oe- 0.0113 3.000Oe- 7.000Oe- 3.0700e- 0.0000 10.2617 10.2617 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 3.4 Grading - 2020 Unmitigated Construction On -Site 003 003 PM 10e I Exhaust 10t I Tota01 I PM2ugitiv.5 Fugitive I Exhaust I 7aa5 IBio-0O2I CO2 Unmitigated Construction Off -Site ROG NOx CO mmlmmm SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- Total CO2 CH4 N2O CO2e PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I Category tons/yr MThjr JL Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ '�, 0.0000 -.0.0 0.0000 -....0 0.0000 -........ 0.0000 --..... 0.0000 0.0000 -....0 0.0000 -..00 0.0000 --...: 0.0000 --..... 0.0000 i 0.0000 -.0.0 0.0000 -.... 0.0000 -....... 0.0000 -- 0.0000 ..... ......... i 0.0000 .- .- ................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker .- i 2.88OOe- i 2.0200e- ''J 0.0229 i 8.000Oe- tl, 8.1200e- 5.000Oe- ''J 8.1 BOOB- ''J 2.1600e- ''J 5.000Oe- ''�,: 2.2100e- i 0.0000 ''J 7.0312 i 7.0312 ''�i 1.6000e- P�, 0.0000 i 7.0352 003 003 005 003 005 003 003 005 003 004 Total 2.88OOe- 2.02OOe- 0.0229 8.00OOe- 8.1200e- 5.00OOe- 8.18OOe- 2.16OOe- 5.00OOe- 2.21OOe- 0.0000 7.0312 7.0312 1.60OOe- 0.0000 7.0352 003 003 005 003 005 003 003 005 003 004 Mitigated Construction On -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- PM, 0 PM10 Total PM2.5 PM2.5 Total CO2 Off Road 0.1647 i 1.8573 1.1825 i 2.2900e- P, 0.0804 0.0804 0.0740 0.0740 i 0.0000 201.5917 i 201.5917 'i 0.0652 P, 0.0000 i 203.2216 003 Total 0.1647 1.8573 1.1825 2.29OOe- 0.2709 0.0804 0.3514 0.0713 0.0740 0.1453 0.0000 201.5917 201.5917 0.0652 0.0000 203.2216 003 Mitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM25 I PM2St I PM2.5 IBio-G02I CO2 Worker 2.8800e- i 2.0200e- 0.0229 i 8.000Oe- tl, 7.7000e- 5.000Oe- 7.7600e- 2.0500e- 5.000Oe- 2.1000e- i 0.0000 7.0312 i 7.0312 "i 1.6000e- I, 0.0000 i 7.0352 003 003 005 003 005 003 003 005 003 004 Total 2.8800e- 2.0200e- 0.0229 8.0000e- 7.7000e- 5.0000e- 7.7600e- 2.0500e- 5.0000e- 2.1000e- 0.0000 7.0312 7.0312 1.6000e 0.0000 7.0352 003 003 005 003 005 003 003 005 003 004 3.4 Grading - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category OM M to MThjr Fugitive Dust 1.1216 1 0.0000 ',: 1.1216 ',: 0.4350 ',: 0.0000 '+ 0.4350 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ........................................................................................... Off Road .- „ 0.4946 5.4752 ....................... 3.6437 ......................... 7 3200e '' 0.2343 0.2343 ......... 0.2155 0.2155 0.0000 643 0408 '. ; 643 0408 „ 0.2080 0.0000 ...................1 ; 648.2401 003 Total 0.4946 5.4752 3.6437 7.3200e- 1.1216 0.2343 1.3558 0.4350 0.2155 0.6505 0.0000 643.0408 643.0408 0.2080 0.0000 648.2401 003 j Unmitigated Construction Off -Site Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I I Category tonstyr MTtyr Fugitive Dust 0.4795 1 0.0000 ',: 0.4795 ',: 0.1860 ',: 0.0000 + 0.1860 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 Off Road .- „ 0.4946 1 5.4752 3.6437 7 3200e ..... 0.2343 ....... 0.2343 ........: 0.2155 0.2155 ........................ 0.0000 ........................ 643 0400 ......................... ......... ; 643 0400 „ 0.2080 0.0000 ................... ; 648 2393 003 Total 0.4946 5.4752 3.6437 7.3200e- 0.4795 0.2343 0.7137 0.1860 0.2155 0.4015 0.0000 643.0400 643.0400 0.2080 0.0000 648.2393 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I ±ategory ton yr r Hauling 0.0000 ; 0.0000 ',; 0.0000 I 0.0000 0.0000 I 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 I 0.0000 0.0000 0.0000 ; 0.0000 ........................................,,...., Vendor .- 0.0000 _ ... 0.0000 ......, 0.0000 ......................... 0.0000 _ _ 0.0000 ....................... 0.0000 ....................... 0.0000 ....... 0.0000 ,,,,, 0.0000 _ _ 0.0000 ._.,, 0.0000 _,..,,.. 0.0000 .., 0.0000 ....................... 0.0000 0.0000 ....................... 0.0000 ......... Worker ........ 8 6500e -....... 5.8100e -....... 0.0678 -....... 2 4000e- --..... 0.0246 1 7000e -....... 0.0247 -....... 6.5500e --...: 1.6000e- --..... 6 7100e i 0.0000 -....... 21.6457 -.... 21.6457 -....... 4.6000e- -- 0.0000 ..... ......... i 21.6573 003 003 004 004 003 004 003 004 Total 8.6500e- 5.8100e- 0.0678 2.4000e- 0.0246 1.7000e- 0.0247 6.5500e- 1.6000e- 6.7100e- 0.0000 21.6457 21.6457 4.6000e- 0.0000 21.6573 003 003 004 004 003 004 003 004 3.5 Building Construction - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.0238 0.2179 I; 0.2072 3.4000e- 0.0120 I; 0.0120 'J 0.0113 I; 0.0113 0.0000 I; 28.9547 28.9547 6.9900e- 0.0000 29.1293 004 003 Total 0.0238 0.2179 0.2072 3.4000e- 0.0120 0.0120 0.0113 0.0113 0.0000 28.9547 28.9547 6.9900e- 0.0000 29.1293 004 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Etegorytons/yr MThjr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 1 0.0000 1 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 Vendori ....... 0.0282 i i 0.9849 '': .... 0.2761 i .', i 2 5200e '', 0.0651 ..... 2 OSOOe '', ....... 0.0671 '', ... 0.0188 '', ......; 1.9600e- '', 0.0207 i 0.0000 ''+ 249 4733 i 249.4733 0.0202 '', 0.0000 i 249 9781 .- 003 003 003 ................. Worker .- .:.....0...... ...........i............ „ 0 0884 0 0594 �', ...............i. 0 6931 ... ..............' 2 4500e �', 0 2648 ..... 1 7500e �', . 2 02666 �', .70 0 0703 �', ..... ..: 1.61 00e- �', 0 0719 ..... 0 0000 �', .....................!......21..... 221 2720 .. 221 2720 .... .. .. „ 4 7400e- �', 0 0000 ............... ; 221 3904 003 003 003 003 Total 0.1166 1.0443 0.9691 4.9700e- 0.3299 3.8000e- 0.3337 0.0891 3.5700e- 0.0927 0.0000 470.7453 470.7453 0.0249 0.0000 003 003 Li003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Total CO2 I I Category AL tons/yr 01 MTtyr Off Road 0.0238 0.2179 ',; 0.2072 13.4000e- 0.0120 ',; 0.0120 ',; ',; 0.0113 ',; 0.0113 0.0000 28.9546 28.9546 6.9900e- 0.0000 29.1293 004 003 Total 0.0238 0.2179 0.2072 3.4000e- 0.0120 0.0120 0.0113 0.0113 0.0000 28.9546 28.9546 6.9900e- 0.0000 29.1293 004 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 Total PM2.5 I PM2.5 Total CO2 tons/yr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 ........................................,,,,,,, Vendor .- 0.0282 _ .., 0.9849 ......, 0.2761 ......................... 2.5200e- _ _ 0.0623 ..., 2 0500e ....................... 0.0644 ....... 0.0181 ,,,,, 1.9600e- _ _ 0.0201 ._.,, 0.0000 ,,.,.,, : 249 4733 249.4733 ... ....................... 0.0202 0.0000 ....................... ; 249 9781 .- 003 003 003 ......... Worker .- ........ 0.0884 -........ 0.0594 -....... 0.6931 -....... 2.4500e- --..... 0.2511 1 7500e -....... 0.2528 -....... 0.0670 --...: 1.6100e- --..... 0.0686 i 0.0000 -....... : 221 2720 -........ 221.2720 -....... 4.7400e- -- 0.0000 ..................... i 221 3904 003 003 003 1 1 1 003 1 1 Total 0.1166 1.0443 0.9691 4.9700e- 0.3134 3.8000e- 0.3172 0.0850 3.5700e- 0.0886 0.0000 470.7453 470.7453 0.0249 0.0000 471.3686 003 003 003 3.5 Building Construction - 2022 Unmitigated Construction On -Site Total 0.2218 2.0300 2.1272 3.5000e- 0.1052 0.1052 0.0990 0.0990 0.0000 301.2428 301.2428 0.0722 0.0000 303.9 1 1 1 003 1 1 1 1 1 1 1 1 1 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 ; 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................,,...., Vendor 0.2756 _ ... 1 9.6802 ......, 2.7701 ......................... 0.0260 0.6768 ....................... 0.0185 ....................... 0.6953 ....... 0.1952 ...., 0.0177 0.2129 ........................ 0.0000 ......, 2,568.939 .., ....................... ; 2,568.9397 0.2033 .. 0.0000 ....................... 12,574.021 .., 7 1 ......... Worker ........ �, 0.8698 -.0.5 0.5599 -....9 6.7193 -........ 0.0245 --..... 2.7544 0.0178 -....7 2.7722 -...15 0.7315 --...: 0.0164 --..... 0.7479 0.0000 -... , 2,216.032 -...0-....... , 2 216.0324 0.0447 -- 0.0000 ..... ......... ; 2, 217 150 1 4 7 Total 1.1454 10.2401 9.4893 0.0504 3.4312 0.0363 3.4675 0.9267 0.0341 0.9608 0.0000 0.2480 0.0000 4:791.171 14,784.97214,784.9721 1 8 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 ±ategory tonslyr M i tyr Off Road .- 0.2218 2.0300 ',; 2.1272 ; 3.5000e- 11 ; 0.1052 ',; 0.1052 ',; ',; 0.0990 ',; 0.0990 0.0000 ',; 301.2425 ; 301.2425 0.0722 0.0000 ; 303.0467 003 Total 0.2218 2.0300 2.1272 3.5000e- 0.1052 0.1052 0.0990 0.0990 0.0000 301.2425 301.2425 0.0722 0.0000 303.0467 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 ;�, 0.0000 0.0000 ................................................................. Vendor ,_ 0.2756 ... 9.6802 ...,.., 2.7701 _,._. 0.0260 0.6480 ._,,, 0.0185 _..,,,., 0.6665 ..,.,,. 0.1881 ...., 0.0177 0.2058 ._..,........................ 0.0000 2,568 939:2,568.9397 ......................... ....................... 0.2033 .. 0.0000 ....................... 12,574.021 .., 7 1 ......... Worker ........ �, 0 8698 -.0.5 0.5599 -....9 6.7193 -........ 0 0245 --..... 2 6111 0 0178 -....6 2.6289 -..63 0.6963 --...: 0.0164 --..... 0 7127 0 0000 -... , 2,216.032 -...0-....... , 2 216.0324 0.0447 -- 0 0000 ..... ......... ; 2, 217 150 4 7 Total 1.1454 10.2401 9.4893 0.0504 3.2591 0.0363 3.2954 0.8844 0.0341 0.9185 0.0000 4,784.97214,784.9721 0.2480 0.0000 1 14,791.171 8 3.5 Building Construction - 2023 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.2045 1 1.8700 ',; 2.1117 1 3.5000e- 0.0910 ',; 0.0910 ',; ',; 0.0856 ',; 0.0856 0.0000 ',; 301.3462 ; 301.3462 0.0717 0.0000 ; 303.1383 003 Total 0.2045 1.8700 2.1117 3.5000e- 0.0910 0.0910 0.0856 0.0856 0.0000 301.3462 301.3462 0.0717 0.0000 303.1383 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 ..................................................................i.................................... Vendor .-0.2099 i 7.2688 '', 2.5687 ......................... 0.0251 ..... '', 0.6768 8 8900e '', 0.6857 '', 0.1952 ..... '', 8 SOOOe- '', 0.2037 0.0000 '', 2,491 328 2 491 3288, 0.1885 '', 0.0000 ... 96..041 ; 2,496 041 .- 003 '' 003 8 '. 6 ........................................................................................... Worker I 0.8247 0.5083 ....................... 6.2586 ......................... 0.0235 .... 2.7544 0.0175 2.7719 0.7315 0.0161 0.7476 0.0000 �I, 2,130 916 ; 2 130 9165 I 0.0405 0.0000 ; 2,131 930 5 1 To[al 1.0346 7.7771 8.8274 0.0486 3.4312 0.0264 3.4576 0.9266 0.0246 0.9513 0.00004,622.2454,622.2453 0.2291 0.00004,627.971 3 7 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.2045 1.8700 ',: 2.1117 3.5000e- a 0.0910 ',: 0.0910 ',: ',: 0.0856 ',: 0.0856 0.0000 ',: 301.3458 : 301.3458 '„ 0.0717 a 0.0000 : 303.1380 003 1 Total 0.2045 1.8700 2.1117 3.5000e- 0.0910 0.0910 0.0856 0.0856 0.0000 301.3458 301.3458 0.0717 0.0000 303.1380 003 j Mitigated Construction Off -Site Worker 0 8247 0.5083 6.2586 0.0235 2.6111 0.0175 2.6286 0.6963 0.0161 0.7124 0.0000 2,130 916 2 130 9165, 0.0405 0.0000 ; 2,131 930 5 1 Total 1.0346 7.7771 8.8274 0.0486 3.2591 0.0264 3.2855 0.8844 0.0246 0.9090 0.0000 4,622.245 4,622.2453 0.2291 0.0000 4,627.971 1 3 1 7 3.5 Building Construction - 2024 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1928 1.7611 ',: 2.1179 3.5300e- v, 0.0803 ',: 0.0803 ',: ',: 0.0756 ',: 0.0756 0.0000 ',: 303.7223 : 303.7223 '„ 0.0718 v, 0.0000 11305.51791 003 Total 0.1928 1.7611 2.1179 3.5300e- 0.0803 0.0803 0.0756 0.0756 0.0000 303.7223 303.7223 0.0718 0.0000 305.5179 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tonstyr MTtyr Hauling '„ 0.0000 1 0.0000 ',: 0.0000 1 0.0000 :, 0.0000 1 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.2043 7.2322 �', ....................... 2.5335 i. ..........' ... �0 0251 �', 0.6820 ..... 8 7500e �', .6 0.6907 �', .96 0.1967 �', ..... ..: 8 3700e- �', 0.2051 ..... 0.0000 �', ...................!.....49 2,490 678 2 490 6782„ .6 0.1870 0.0000 2,495 352 .- 003 003 2 2 ........................................,,,,,,, Worker 0.7909 _ ,,. 0.4664 ,,.,,., 5.8661 _,._. 0.0228 ........................ 2.7756 ....................... 0.0173 _......, 2.7929 ........................ ....... 0.7371 ...., 0.0159 0.7530 ........................ 0.0000 ......, 2, 062 233 .., ; 2,062.2330 ....................... 0.0371 .. 0.0000 ... ......... 2,063.159 .., .- 0 .. 7 Total 0.9952 7.6986 8.3996 0.0478 3.4575 0.0261 3.4836 0.9338 0.0243 0.9581 0.0000 4,552.911 4,552.9112 0.2240 0.0000 4,558.511 j j j j j j j j j j 2 9 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 I PM2.5 Total CO2 I I I Category tons/yr MTtyr Off Road .- 0.1928 1 1.7611 ',; 2.1179 1 3.5300e- 0.0803 ',; 0.0803 ',; ',; 0.0756 ',; 0.0756 0.0000 ',; 303.7220 ; 303.7220 0.0718 0.0000 ; 305.5175 003 Total 0.1928 1.7611 2.1179 3.5300e- 0.0803 0.0803 0.0756 0.0756 0.0000 303.7220 303.7220 0.0718 0.0000 305.5175 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tons r r Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ �, 0.2043 -.7.2 7.2322 -....3 2.5335 -........ 0.0251 --..8 0.6529 : 8 7500e -0..6 0.6617 -..96 0.1896 --...: 8.3700e- --..... 0.1979 0.0000 -...9 , 2,490 678 -...6 2 490.6782 -....... 0.1870 --. 0.0000 .... 12,495.352 ' 003 003 2 2 ..................................................................i......................... Worker .- ''�, 0.7909 i 0.4664 ''�, ....................... 5.8661 ......................... 0.0228 ''�, 2.6312 ..... � 0.0173 ''�, .6 2.6485 ''�, 0.7017 ''�, .01 ........: 0.0159 ''�, 0.7176 ..... 0.0000 ''�, ...................!........62.2 2,062.233 2 062 2330�, ......... 0.0371 ''�, 0.0000 ............. ; 2, 063 159 1 0 7 Total 0.9952 7.6986 8.3996 0.0478 3.2841 0.0261 3.3102 0.8912 0.0243 0.9155 0.0000 0.2240 0.0000 14,558.511 14,552.91114,552.9112 2 9 3.5 Building Construction - 2025 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr I MThjr I Off Road .- H 0.1785 1.6273 ',: 2.0991 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6549 : 302.6549 '„ 0.0711 a 0.0000 : 304.4335 003 1 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 003 j j Unmitigated Construction Off -Site ROG NOx CO 702 Fugitive 7EXhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I I pHauling tons r r 0.0000 0.0000 ',:0.00000.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 0.0000 „ 0.0000 d 0.0000 0.0000 .- ...........i............ 7.1100 ...............i. �', 2.4931 ... ..........' �0 0248 �', 0.6794 ..... 8 5300e �', .6 0.6879 �', .95 0.1959 �', .......: 8 1 SOOe- �', 0.2041 ..... 0.0000 �', ...................!........65.90.1983 2,465 969 2 465 9697„ 0.1837 0.0000 12,470.561 .- 003 0037 3 ........................................,,,,,,, Worker 0.7537 _ ,,. 0.4262 ,..,.., 5.4523 ......................... 0.0218 2.7650 ....................... 0.0171 ....................... 2.7820 ....... 0.7343 ...., 0.0157 0.7500 ........................ 0.0000 ....... .., 1, 971 364 1,971.3647 ....................... 0.0338 .. 0.0000 ....................... 1, 972 208 .., 1 6 Total 0.9519 7.5362 7.9453 0.0466 3.4443 0.0256 3.4699 0.9302 0.0238 0.9540 0.0000 0.2174 0.0000 14,437.33414,437.3344 4 14,442'769 9 Mitigated Construction On -Site NOmmlmmm CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e IF I PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1784 1 1.6273 ',: 2.0991 1 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6545 1 302.6545 '„ 0.0711 a 0.0000 : 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 Mitigated Construction Off -Site ugrtrve exnaus rmiiu ruginve exnaus rimz.o nio-wzrvnio- PM10 PM10 Total PM2.5 PM2.5 Total CO2 Vendor 0.1983 1 7.1100 2.4931 0.0248 0.6504 : 8 5300e 0.6590 0.1888 8.1 SOOe- 0.1970 1 0.0000 2,465 969 :2 465 9697 0.1837 0.0000 ; 2,470.561 I 003 003 7 3 6 4 1 1 1 1 9 3.5 Building Construction - 2026 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5E CO2 NBio- Total CO2 CH4 N20 CO2e PM PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr oa e- P, 003 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 003 Unmitigated Construction Off -Site Fugitive Exha PM10e I Exhaust I Tota01 I PM2.5 I PM2u5t I TotaS (Bio-G02I CO2 003 003 4 Worker 0.7241 i 0.3935 5.1173 i 0.0210 2.7650 0.0165 2.7815 0.7343 0.0152 0.7495 i 0.0000 1,900.094 i 1,900.0946 0.0310 0.0000 1,900.870 6 0 Total 0.9176 7.4089 7.5896 0.0456 3.4443 0.0249 3.4692 0.9302 0.0232 0.9534 1 0.0000 14,351.47014,351.47001 0.2122 1 0.0000 4,356.774 0 1 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1784 1 1.6273 ',: 2.0991 1 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6545 1 302.6545 '„ 0.0711 a 0.0000 : 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 Mitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr 3.5 Building Construction - 2027 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 I I I Category tons/yr MTtyr Off Road .- 0.1785 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 'J 0.0648 I; 0.0648 0.0000 I; 302.6549 ; 302.6549 0.0711 0.0000 ; 304.4335 003 j 1 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 j j 003 j j j j j j j j j j j Unmitigated Construction Off -Site Total 0.8843 7.2893 7.2794 0.0448 3.4443 0.0238 3.4681 0.9302 0.0222 0.9524 0.0000 4,275.976 4,275.9762 0.2074 0.0000 4,281.160 1 1 1 1 1 1 1 1 1 1 2 1 8 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 I Total PM2.5 PM2.5 Total CO2 I I Category tons/yr MTtyr Off Road .- 0.1784 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 ''J 0.0648 I; 0.0648 0.0000 I; 302.6545 ; 302.6545 0.0711 0.0000 ; 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Category tonstyr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendor ....... 0.1896 i i 6.9248 '', ........................ 2.4558 i 0.0245 '', 0.6504 ..... : 8 1400e '', ....... 0.6586 '', ... 0.1888 '', ......; 7.7800e- '', 0.1966 ..... 0.0000 '',, 2,437 916 2 437 9162::: 0.1788 '', 0.0000 ; 2,442 385 003 003 2 9 ................. Worker .- ...........i............ .:.....0...... „ 0 6947 0 3645 �', ...............i. 4 8236 ... ..........' �0 0203 �', 2 6211 ..... 0 0157 �', .6 2 �6368 �', .99 0 6990 �', ........: 0 0144 �', 0 7134 ..... 0 0000 �', ...................!.....838.0 1,838.060 ... 1 838 0600„ ......... 0 0286 �', 0 0000 ............. ; 1, 838 774 1 0 9 Total 0.8843 7.2893 7.2794 0.0448 3.2716 0.0222 0.9100 0.0000 0.2074 0.0000 4,281.160 �0.02383.29540.8878 14,275.97614,275.97621 2 8 3.5 Building Construction - 2028 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM10 I Total PM2.5 I PM2.5 Total CO2 I I Category tons/yr MTtyr Off Road 0.1778 1 1.6211 ',; 2.0910 1 3.5000e- 0.0686 ',; 0.0686 0.0645 ',; 0.0645 0.0000 ',; 301.4953 ; 301.4953 0.0709 0.0000 ; 303.2671 003 Total 0.1778 1.6211 2.0910 3.5000e- 0.0686 0.0686 0.0645 0.0645 0.0000 301.4953 301.4953 0.0709 0.0000 303.2671 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 i 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 11 0.0000 ; 0.0000 ........................................,,,,,,, Vendor 0.1855 _ ,.. 6.8224 ,,...., 2.4370 ......................... 0.0242 0.6768 ._... 7 9400e .................................................. 0.6847 0.1952 ,,,,, 7.5900e- 0.2028 ._.,, 0.0000 ,,,.,., 2,416 943:2,416.9435 .., ....................... 0.1760 .. 0.0000 ....................... 12,421.342 .., 003 003 5 3 ......... Worker ........ 0.6613 -....... 0.3375 -....... 4.5469 -........ 0.0196 --..... 2.7544 0 0144 -....7 2.7688 -....... 0.7315 --...: 0.0133 --..... 0 7447 0 0000 -...7 1,777 309 -...3 1 777.3099 -....... 0.0264 -- 0 0000 ..... ......... ; 1,777 969 1 9 4 14,199.311 Total 0.8467 7.1599 6.9839 0.0439 3.4311 0.0223 3.4535 0.9266 0.0208 0.9475 0.0000 0.2023 0.0000 14,194.25314,194.2534 4 7 Mitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Off Road .- 0 1778 1.6211 2.0910 3 5000e 0.0686 0.0686 0.0645 0.0645 0.0000 301 4949 301 4949 0.0709 0.0000 ; 303 2667 003 Total 0.1778 1.6211 2.0910 3.5000e- 0.0686 0.0686 0.0645 0.0645 0.0000 301.4949 301.4949 0.0709 0.0000 303.2667 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I I Total PM2.5 I PM2.5 Total I CO2 I I I Category tonstyr MTtyr au ing ......... Vendor ........ 0 1855 -....... 6.8224 -....... 2.4370 ......... 0 0242 --..... 0 6480 : 7 9400e -....... 0.6559 -....... 0.1881 --...: 7.5900e- --..... 0.1957 0.0000 -....... 2,416 943 -.......-....... , 2 416.9435 0.1760 -- 00000 ..... ......... 12421 342 003 003 5 3 .................................................................... Worker .-„ 0.6613 0.3375 ....................... i. �', 4.5469 ... ..........'' �0 0196 ..... �', 2.6111 0.0144 �', .6 2.6255 �', .96 0.6963 ........: �', 0.0133 �', 0.7095 ..... 0.0000 �', ...................!.....777.3 1,777.309 1 777 3099„ 0.0264 ', 0 0000 ; 1, 777 969 1 9 4 Total 0.8467 7.1599 6.9839 0.0439 3.2590 0.0223 3.2814 0.8844 0.0208 0.9052 0.0000 0.2023 0.0000 4:,199.311 14,194.25314,194.2534 4 7 3.5 Building Construction - 2029 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1785 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 'ui 0.0648 I; 0.0648 0.0000 I; 302.6549 ; 302.6549 0.0711 0.0000 ; 304.4335 003 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 3104.4335 003 Unmitigated Construction Off -Site ROG NOx CO mmlmmm S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I I Category I 6 tonstyr MTtyr Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 ......... Vendor ........ �, 0.1832 -.6.7 6.7774 -....6 2.4369 -........ 0.0242 --..7 0.6794 : 7 8200e -0..6 0.6872 -..59 0.1959 --...: 7.4700e- --..... 0.2034 0.0000 -...1 , 2,415 683 -...6 2 415.6831 -....... 0.1748 --. 0.0000 .... 12,420.053 ' 003 003 10 ..................................................................i......................... Worker .- ''�, 0.6294 i 0.3149 ''�, ....................... 4.3187 ......................... 0.0192 ''�, 2.7650 ..... � 0.0134 ''�, .7 27784 ''�, 0.7343 ''�, .34 ........: 0.0123 ''�, 0.7466 ..... 0.0000 ''�, ...................!........37.0 1,737.067 1 737 0672: ......... 0.0245 0.0000 ............. ; 1, 737 679 2 5 Total 0.8126 7.0923 6.7556 0.0434 3.4444 0.0212 3.4656 0.9302 0.0198 0.9500 0.0000 4,152.750 4,152.7503 0.1993 0.0000 4,157.732 3 5 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1784 1.6273 I; 2.0991 3.5200e- 0.0689 I; 0.0689 'J 0.0648 I; 0.0648 0.0000 I; 302.6545 ; 302.6545 0.0711 0.0000 ; 304.4331 003 Total 0.1784 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 3104.4331 003 Mitigated Construction Off -Site Fugitive Exha PM10e I Exhaust I Tota01 I PM2.5 I PM2u5t I TotaS IBio-G02I CO2 003 003 1 0 Worker 0.6294 i 0.3149 4.3187 i 0.0192 2.6211 0.0134 2.6345 0.6990 0.0123 0.7113 i 0.0000 1,737.067 i 1,737.0672 0.0245 0.0000 11,737.679 2 5 Total 0.8126 7.0923 6.7556 0.0434 3.2716 0.0212 3.2928 0.8878 0.0198 0.9076 1 0.0000 14,152.75014,152.75031 0.1993 1 0.0000 4,157'732 3 5 3.5 Building Construction - 2030 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr Off Road 0.1708 1 1.0355 ',: 2.1085 1 4.0400e- a 0.0193 ',: 0.0193 ',: ',: 0.0193 ',: 0.0193 0.0000 ',: 343.0336 1 343.0336 '„ 0.0138 a 0.0000 : 343.3777 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 003 Unmitigated Construction Off -Site Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr Off Road 0.1708 1 1.0355 ',: 2.1085 1 4.0400e- a 0.0193 ',: 0.0193 ',: ',: 0.0193 ',: 0.0193 0.0000 ',: 343.0332 1 343.0332 '„ 0.0138 a 0.0000 : 343.3773 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tons r r Hauling 0.0000 ; 0.0000 ',; 0.0000 I 0.0000 0.0000 I 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 0.0000 ; 0.0000 ........................................,,...., Vendor 0.1804 _ ... 6.7105 ......, 2.4284 ......................... 0.0241 0.6505 ....................... 7 6600e ....................... 0.6581 ....... 0.1888 ,,,,, 7.3200e- 0.1962 ._.,, 0.0000 ,,,.,., 2,406 161 .., 2,406.1615 ....................... 0.1731 .. 0.0000 ....................... 12,410.488 .., 003 003 5 6 ......... Worker ........ 0.5935 -....... 0.2928 -....... 4.0914 -........ 0.0187 --..... 2.6211 0 0125 -....6 2.336 -..90 0.69 --...: 0.0115 --..... 0 7104 0 0000 -...9 1,65 909 -... 1 695.9093 -....... 0.0227 -- 0.0000 ..... ......... ; 1,696 476 1 3 2 Total 0.7739 7.0034 6.5198 0.0428 3.2716 0.0201 3.2917 0.8878 0.0188 0.9066 0.0000 0.1958 0.0000 14,106.964 14,102.07014,102.0708 8 1 8 3.5 Building Construction - 2031 Unmitigated Construction On -Site ROG NOx CO 702 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1708 1.0355 I; 2.1085 4.0400e- 0.0193 I; 0.0193 'J 0.0193 I; 0.0193 0.0000 I; 343.0336 ; 343.0336 0.0138 0.0000 ; 343.3777 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Etegorytonshjr MThjr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 1 0.0000 1 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 Vendor ....... 0.1781 i i 6.6350 '', .... 2.4252 i i 0.0240 '', 0.6794 ..... : 7 5400e '', ................................ 0.6869 '', 0.1959 '', ........................ ; 7.2000e- '', 0.2031 ..... 0.0000 '',, 2,398.769 2 398 7696, 0.1718 '', 0.0000 ; 2,403 O65 003 003 6 0 ................. Worker .- .:.....0...... ...........i............ „ 0 5533 0 2714 �', ...............i. 3 8749 ... ..........'' �0 0183 �', 2 7650 ..... 0 0116 �', .7 27765 �', .34 0 7343 �', ........: 0 0106 �', 0 7449 ..... 0 0000 �', ...................!.....656.0 1,656.028 ... 1 656 0280„ ......... 0 0209 �', 0 0000 ............. ; 1, 656 550 0 0 Total 0.7314 6.9064 6.3001 0.0423 3.4444 0.0191 3.4635 0.9302 0.0178 0.9481 0.0000 4,054.79714,054.7976 0.1927 0.0000 4,059.615 6 0 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I Category tons/yr MTtyr Off Road 0.1708 ; 1.0355 ',; 2.1085 4.0400e- 0.0193 ',; 0.0193 ',; ',; 0.0193 ',; 0.0193 0.0000 ',; 343.0332 ; 343.0332 0.0138 0.0000 ; 343.3773 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 Total PM2.5 I PM2.5 Total CO2 tonstyr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 ........................................,,,,,,, Vendor 0.1781 _ ... 6.6350 ......, 2.4252 ......................... 0.0240 0.6505 ....................... 7 5400e ....................... 0.6580 ....... 0.1888 ,,,,, 7.2000e- 0.1960 ._.,, 0.0000 ,,.,,., 2,398.769 .., ....................... ; :2,398.7696i 0.1718 .. 0.0000 ....................... 12,403.065 .., 003 003 6 0 ......... Worker ........ �, 0 5533 -.0.2 0.2714 -...4 3.8749 -........ 0 0183 --..... 2 6211 0 0116 -....6 2.6327 -..90 0.6990 --...: 0.0106 --..... 0 7096 0 0000 -... , 1,656.028 -...0-....... ,1 656.0280 0.0209 -- 0 0000 ..... ......... ; 1, 656 550 1 0 0 Total 0.7314 6.9064 6.3001 0.0423 3.2716 0.0191 3.2907 0.8878 0.0178 0.9056 0.0000 0.1927 0.0000 14,059.615 14,054.79714,054.7976 6 0 3.5 Building Construction - 2032 Unmitigated Construction On -Site Total 0.1715 1.0394 2.1166 4.0600e- 0.0194 0.0194 0.0194 0.0194 0.0000 344.3479 344.3479 0.0138 0.0000 344.9 1 1 003 1 1 1 1 1 1 1 1 1 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 ; 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................,,...., Vendor 01770 _ ... 1 6.6032 ......, 2.4338 ......................... 0.0240 06820 ....................... 74500e ....................... 0.6894 ....... 0.1967 ...., 7.1200e- 02038 ........................ 00000 ......, ,2,401484 2,401.4849 .., ....................... 0.1713 .. 00000 ....................... 12,405.768 .., 003 003 9 1 ......... Worker ........ �, 0.5197 -.0.2 0.2542 -...4 3.6943 -........ 0.0180 --..... 2.7756 0.0109 -....7 2.7864 -..71 0.7371 --...: 9.9800e- --..... 0.7471 0.0000 -...3 , 1, 631 161 -....... ,1 631.1617 -....... 0.0195 --..... 0.0000 ....46 ; 1, 631 648 003 1 7 2 Total 0.6966 6.8574 6.1280 0.0420 3.4576 0.0183 3.4758 0.9338 0.0171 0.9509 0.0000 0.1908 0.0000 4,037.416 14,032.64614,032.6465 5 3 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tonslyr M i tyr Off Road .- 0.1715 ; 1.0394 ',; 2.1166 ; 4.0600e- 11 ; 0.0194 ',; 0.0194 ',; ',; 0.0194 ',; 0.0194 0.0000 ',; 344.3475 ; 344.3475 11 0.0138 11 0.0000 ; 344.6929 003 Total 0.1715 1.0394 2.1166 4.0600e- 0.0194 0.0194 0.0194 0.0194 0.0000 344.3475 344.3475 0.0138 0.0000 344.6929 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 ;�, 0.0000 0.0000 ................................................................. Vendor ,_ 0.1770 ... 6.6032 ,,.,.,, 2.4338 _,._. 0.0240 0.6530 ._... 7 4500e _..,,,., 0.6604 ..,.,,. 0.1896 ...., 7.1200e- 0.1967 ._..,........................ 0.0000 ......................... 2,401 484:2,401.4849 ....................... 0.1713 .. 0.0000 ....................... 12,405.768 .., 003 003 9 ......... Worker ........ 0.5197 -.0.2 0.2542 -...4 3.6943 -........ 0.0180 --..... 2.6312 0.0109 -....6 2.6420 -...17 0.7017 --...: 9.9800e- --..... 0.7116 0.0000 -...3 1, 631 161 -....... ,1 631.1617 -....... 0.0195 -- 0 0000 ..... ......... ; 1, 631 648 003 7 2 14,037.416 Total 0.6966 6.8574 6.1280 0.0420 3.2841 0.0183 3.3024 0.8912 0.0171 0.9083 0.0000 4,032.64614,032.6465 0.1908 0.0000 5 3 3.5 Building Construction - 2033 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive ExhaustHo-02 NBio- Total CO2 CH4 N20 CO2e I I PM10PM10TtalPM2.5 PM2.5Category tons/yr MTtyr Off Road .- 0.1342 ; 0.8133 ',; 1.6561 ; 3.1700e- 0.0152 ',; 0.0152 ',; ',; 0.0152 0 ',; 269.4325 ; 269.4325 0.0108 0.0000 ; 269.7028 003 Total 0.1342 0.8133 1.6561 3.1700e- 0.0152 0.0152 0.0152 0.0152 0.0000 269.4325 269.4325 0.0108 0.0000 269.7028 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 ..................................................................i.................................... Vendor .-0.1373 i 5.1249 '', 1.9050 ......................... 0.0188 ..... '', 0.5336 5 7400e '', Ob394 '', 0.1539 ..... '', 5 4900e- '', 0.1594 0.0000 '', 1,874.687 1 874 6870, 0.1333 '', 0.0000 .. 878..01 ; 1, 878 018 .- 003 '' 003 0 '. 5 ........................................................................................... Worker 0.3827 0.1867 ....................... 2.7580 ......................... 0.0139 ............................ 2.1717 7 9500e . 2.1 2.1797 .... 67 0.5767 ..: 7 3100e- 0.5840 ..... 0.0000 ....................:............ ::1, 255 251 ;1 25555 2515 0.0142 0.0000 ; 1, 255 607 003 003 5 1 0 Total 0.5200 5.3116 4.6629 0.0326 2.7053 0.0137 2.7190 0.7306 0.0128 0.7434 0.0000 3,129.93813,129.93851 0.1475 0.0000 5 13,133.625 5 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1342 0.8133 ',: 1.6561 3.1700e- a 0.0152 ',: 0.0152 ',: ',: 0.0152 ',: 0.0152 0.0000 ',: 269.4322 : 269.4322 '„ 0.0108 a 0.0000 : 269.7025 003 Total 0.1342 0.8133 1.6561 3.1700e- 0.0152 0.0152 0.0152 0.0152 0.0000 269.4322 269.4322 0.0108 0.0000 269.7025 003 Mitigated Construction Off -Site Worker 0 3827 0.1867 2.7580 0.0139 2.0587 : 7 9500e 2.0667 0.5490 7 3100e- 0.5563 0.0000 : 1, 255 251 1 255 2515, 0.0142 0.0000 ; 1, 255 607 .- 003 003 5 0 Total 0.5200 5.3116 4.6629 0.0326 2.5696 0.0137 2.5833 0.6973 0.0128 0.7101 0.0000 3,129.938 3,129.9385 0.1475 0.0000 3,133.625 5 5 3.6 Paving - 2033 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.0381 0.1958 ',: 0.4359 7.7000e- v, : 9.0900e- ',: 9.0900e- ',: ',: 9.0900e- ',: 9.0900e- 0.0000 ',: 66.2737 66.2737 '„ 3.1100e- v, 0.0000 66.3513 .- 004 003 '' 003 003 003 003 ........................................g..........................i............ Pavan '', 0.0000 ...............i......................... ..... 0.0000 '', .... 0.0000 '', ......... ........: '', 0.0000 '', 0.0000 ..... 0.0000 '', 1 ....................:. 0.0000 ....... ......... 0 0000 '', 0 0000 '', 0 0000 ............ 0 0000 Total 0.0381 0.1958 0.4359 7.7000e- 9.09OOe- 9.09OOe- 9.09OOe- 9.0900e- 0.0000 66.2737 66.2737 3.11 OOe- 0.0000 66.3513 004 003 003 003 003 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM 10 PM 10 Total PM2.5 PM2.5 Total CO2 I Category tons/yr P0.0000 MTtyr Hauling '„ 0.0000 1 0.0000 ',: 0.0000 1 0.0000 :, 0.0000 1 0.0000 1 0.0000 1 0.0000 + 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.0000 0.0000 �', ....................... 0.0000 i. ..........'' ... �0 0000 �', 0.0000 ..... 0.0000 �', ... 0.0000 �', .00 0.0000 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0.0000 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker .- ', B.000Oe- 3.9000e ; 5.7500e- ; 3.000Oe- 4.5300e- ; 2 OOOOe ; 4.5400e 1.2000e 2.000Oe- 1.2200e- 0.0000 2.6174 2.6174 3.000Oe- 0 0.0000 2.6182 2. 004 004 003 005 003 005 003 003 005 003 005 Total 8.000Oe- 3.9000e- 5.75OOe- 3.000Oe- 4.53OOe- 2.000Oe- 4.54OOe- 1.2000e- 2.000Oe- 1.2200e- 0.0000 2.6174 2.6174 3.000Oe- 0.0000 2.6182 004 004 003 005 003 005 003 003 005 003 j j j 005 Mitigated Construction On -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- PM, 0 PM10 Total PM2.5 PM2.5 Total I CO2 004 003 003 003 003 003 ........................................,,...., Paving ... ....................... ... 0.0000 .... 0.0000 ....................... ........................ 0.0000 ..... 0.0000 0.0000 .... ........................ ... ....................... ...... _ 0.0000 0.0000 0.0000 0.0000 0.0000 0 0000 Total 0.0381 0.1958 0.4359 7.7000e- 9.0900e- 9.0900e- 9.0900e- 9.0900e- 0.0000 66.2736 66.2736 3.1100e- 0.0000 66.3513 004 003 003 003 003 003 Mitigated Construction Off -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.'. PM10 PM10 Total PM2.5 PM2.5 Total V Bio- 0O2 004 1 004 003 005 003 005 003 003 005 003 005 Total 8.000Oe- 3.9000e- 5.7500e- 3.000Oe- 4.2900e- 2.000Oe- 4.3100e- 1.1400e- 2.000Oe- 1.1600e- 0.0000 2.6174 2.6174 3.000Oe- 0.0000 2.6182 004 004 003 005 003 005 003 003 005 003 005 3.6 Paving - 2034 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Unmitiaated Construction Off -Site ROG NOx CO 772 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Sio-CO2 N0 Total CO2 CH4 N2O CO2e I PM10 PM10 Total PM2.5 PM2.5 Total CO2 Ef IHauling ton yr r '„ 0.0000 0.0000 ',: 0.0000 0.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ...... Vendor .- .- ...........i............ „ 0.0000 0.0000 ...............i. 0.0000 ... .......... 00000', 0.0000 ..... 0.0000 ... 0.0000 ..... 0.0000 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0 0000 ....................................................................................................0....................9.........................0....................5........................0.........................................................................3.........................0...................................................................................................0......................................... Worker 2.2700e- 1.1000e 0.0165 9.00OOe- 0.0136 5 OOOOe 0.0136 3.6100e 4.00OOe- 3.6500e- 0 0000 7.7388 7.7388 8.00OOe- 0.0000 7.7409 003 003 005 005 003 005 003 005 Total 2.27OOe- 1.10OOe- 0.0165 9.00OOe- 0.0136 5.00OOe- 0.0136 3.61OOe- 4.00OOe- 3.65OOe- 0.0000 7.7388 7.7388 8.00OOe- 0.0000 7.7409 003 003 005 005 003 005 003 005 Mitigated Construction On -Site Total 0.1142 0.5874 1.3076 2.3100e- 0.0273 0.0273 0.0273 0.0273 0.0000 198.8208 198.8208 9.3200e- 0.0000 199." 1 1 003 1 1 1 1 1 1 003 1 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 I I I Category tons/yr P0.0000 MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 11 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.0000 0.0000 �', ....................... 0.0000 i. ..........' ... �0 0000 �', 0.0000 ..... 0.0000 �', ... 0.0000 �', 0.0000 .00 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0.0000 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker 2.2700e- 1.1000e 0.0165 9.000Oe- 0.0129 5 OOOOe 0.0129 3.4300e 4.000Oe- 3.4800e- 0.0000 7.7388 7.7388 8.000Oe- 0.0000 0 7. 7.7409 003 003 005 005 003 005 003 005 Total 2.2700e- 1.1000e- 0.0165 9.000Oe- 0.0129 5.000Oe- 0.0129 3.4300e- 4.000Oe- 3.4800e- 0.0000 7.7388 7.7388 8.000Oe- 0.0000 7.7409 003 003 005 005 003 005 003 005 3.7 Architectural Coating - 2034 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 I Total PM2.5 I PM2.5 Total CO2 I Category tons/yr MTtyr Archit Coating 5.0788 10.0000 ',: 0.0000 ',: ',: 0.0000 + 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 0.0000 ................. Off Road .- ...............i......................... „ 6 2100e 0.0407 ....................... 0.0854 i..... ...........'' ... 1 4000e', ..... 9 6000e', ... 9.6000e',', ......... ..... ..: 9 6000e-', 9 6000e ..... 0.0000 ............:. 12.1280 .... ....... ... .. .. .. 12.1280 „ 4 9000e-', 0.0000 ..... 12.1402 2140202 003 004 004 004 004 004 004 Total 5.0850 0.0407 0.0854 1.4000e- 9.6000e- 9.6000e- 9.6000e- 9.6000e- 0.0000 12.1280 12.1280 4.9000e- 0.0000 12.1402 004 004 004 004 004 004 Unmitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM2.5 I PM2St I PM2.5 IBio-G02I CO2 Worker 0.0336 i 0.0164 "1 0.2440 i 1.2700e- I. 0.2013 1 6.9000e- "1 0.2020 "1 0.0535 "1 6.4000e- "1 0.0541 i 0.0000 "1 114.6597 i 114.6597 "i 1.2300e- I. 0.0000 i 114.6905 003 004 004 003 1 Total 0.0336 0.0164 0.2440 1.2700e- 0.2013 6.9000e- 0.2020 0.0535 6.4000e- 0.0541 0.0000 114.6597 114.6597 1.2300e- 0.0000 114.6905 003 004 004 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr mom MThjr Archit Coating 5.0788 1 0.0000 ',: 0.0000 ',: ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 d 0.0000 : 0.0000 ................. Off Road .- ...............i......................... „ 6 2100e 0.0407 ....................... 0.0854 ... i..... ...........'' 1 4000e', ..... 9 6000e', ... 9.6000e',', ......... ..... ..: 9 6000e-', 9 6000e ..... 0.0000 ............:. 12.1279 .... ....... ... .. .. .. 12.1279 „ 4 9000e-', 0.0000 ..... 12.1402 2140202 003 004 004 004 004 004 004 Total 5.0850 0.0407 0.0854 1.4000e- 9.6000e- 9.6000e- 9.6000e- 9.6000e- 0.0000 12.1279 12.1279 4.9000e- 0.0000 12.1402 004 004 004 004 004 004 Mitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr 3.7 Architectural Coating - 2035 Unmitigated Construction On -Site Off -Road ll 7.3700e- 1 0.0474 "1 0.1121 i 1.9000e- 003 004 004 Unmitigated Construction Off -Site uginve exnaus rmiiu ruginve exnaus rimz.o nio-wz rvnio- PM10 PM10 Total PM2.5 PM2.5 Total CO2 6 2000e : 6.2000e 6.2000e- 6 2000e 0.0000 15.9578 15.9578 5.9000e- 0.0000 15.9726 I 004 004 004 004 004 004 I 004 I I 004 I 004 004 Total 0.0421 0.0206 0.3081 1.6400e- 0.2648 8.5000e- 0.2657 0.0703 7.9000e- 0.0711 0.0000 148.9946 148.9946 1.5200e- 0.0000 149.9 1 1 003 1 1 004 1 1 1 004 1 1 1 1 1 003 1 1 1 Mitigated Construction On -Site ROG I NOx CO S02 Fugitive I Exhaust I PM10 I Fugitive Exhaust I PM2.5 Bio-0O2 NBio- I Total CO2 I CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MThjr Archit Coating ',, 6.6827 0.0000 I; 0.0000 'J 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 Off Road 7 3700e 0.0474 0.1121 1 9000e- 6 2000e . 6.2000e 6.2000e- 6 2000e i 0.0000 15.9578 15.9578 5.9000e- 0.0000 i 15.9726 .- 003 004 004 004 004 004 004 Total 6.6900 0.0474 0.1121 1.9000e- 6.2000e- 6.2000e- 6.2000e- 6.2000e- 0.0000 15.9578 15.9578 5.9000e 0.0000 15.9726 004 004 004 004 004 004 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Category tons/yr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendori .- ....... 0.0000 i i 0.0000 ''. ........................ 0.0000 .', i 0.0000 '', 0.0000 ..... 0.0000 '', ....... 0.0000 '', ... 0.0000 '', ...... 0.0000 '', 0.0000 i ........................................................ 0.0000 ''. 0.0000 i 0.0000 ....................... 0.0000 ', ................................................ '', 0.0000 i 0.0000 .- ................................................0................................................................................................................................................................................................................................................................................................................................................................................................................ .- Worker .- 0.0421 0.0206 ',; 0.3081 1.6400e- 0.2511 B.S000e- ',; 0.2519 ',; 0.0670 ',; 7.9000e- ',; 0.0677 0.0000 ',; 148.9946 ; 148.9946 ', 1.5200e- 0.0000 ; 149.0327 003 004 004 003 Total 0.0421 0.0206 0.3081 1.6400e- 0.2511 8.5000e- 0.2519 0.0670 7.9000e- 0.0677 0.0000 148.9946 148.9946 1.5200e- 0.0000 149.0327 003 004 004 003 CalEEMod Version: CalEEMod.2016.3.2 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Climate Zone 8 Page 1 of 1 MainPlace - Proposed Project Construction - Orange County, Annual MainPlace - Proposed Project Construction Orange County, Annual Wind Speed (m/s) 2.2 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - Land Use - Construction Phase - Construction only run Demolition - Grading - Precipitation Freq (Days) 30 Operational Year 2021 N20 Intensity 0.006 (I b/MWhr) Date: 2/15/2019 11:42 AM Construction Off -road Equipment Mitigation - Per SCAQMD Rules, SP PDF requires Tier 4 2.0 Emissions Summary 2.1 Overall Construction Unmitiaated Construction Mitigated Construction NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio-CO2 To[a1 CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Percent 7.47 15.03 -1.26 0.00 8.49 65.71 9.72 8.26 65.47 12.32 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 1 1 1 1 1 1 1 1 1 1 1 1 1 15 1-1-2023 3-31-2023 3.9922 3.5616 16 4-1-2023 6-30-2023 3.9680 3.5327 17 7-1-2023 9-30-2023 18 10-1-2023 12-31-2023 4.0809 3.6408 19 1-1-2024 3-31-2024 3.9216 3.5202 20 4-1-2024 6-30-2024 3.8563 3.4548 21 7-1-2024 9-30-2024 3.8987 3.4928 22 10-1-2024 12-31-2024 3.9647 3.5589 23 1-1-2025 3-31-2025 24 4-1-2025 6-30-2025 3.7495 3.3831 25 7-1-2025 9-30-2025 3.7907 3.4202 26 10-1-2025 12-31-2025 3.8540 3.4835 27 1-1-2026 3-31-2026 3.7020 3.3396 28 4-1-2026 6-30-2026 3.6829 3.3165 29 7-1-2026 9-30-2026 30 10-1-2026 12-31-2026 3.7843 3.4138 31 1-1-2027 3-31-2027 3.6373 3.2749 32 4-1-2027 6-30-2027 3.6200 3.2536 33 7-1-2027 9-30-2027 3.6598 3.2893 34 10-1-2027 12-31-2027 3.7181 3.3477 35 1-1-2028 3-31-2028 36 4-1-2028 6-30-2028 3.5632 3.1968 37 7-1-2028 9-30-2028 3.6024 3.2319 38 10-1-2028 12-31-2028 3.6582 3.2878 39 1-1-2029 3-31-2029 3.5209 3.1585 40 4-1-2029 6-30-2029 3.5077 3.1413 41 7-1-2029 9-30-2029 42 10-1-2029 12-31-2029 3.5991 3.2286 43 1-1-2030 3-31-2030 3.3169 3.1022 44 4-1-2030 6-30-2030 3.3047 3.0876 45 7-1-2030 9-30-2030 3.3411 3.1215 46 10-1-2030 12-31-2030 3.3906 3.1711 47 1-1-2031 3-31-2031 48 4-1-2031 6-30-2031 3.2465 3.0293 49 7-1-2031 9-30-2031 3.2821 3.0626 50 10-1-2031 12-31-2031 3.3277 3.1082 51 1-1-2032 3-31-2032 3.2405 3.0234 52 4-1-2032 6-30-2032 3.1987 2.9816 53 7-1-2032 9-30-2032 54 10-1-2032 12-31-2032 3.2761 3.0566 55 1-1-2033 3-31-2033 3.1602 2.9454 56 4-1-2033 6-30-2033 3.1564 2.9393 57 7-1-2033 9-30-2033 3.1911 2.9716 58 10-1-2033 12-31-2033 0.7298 0.5011 59 1-1-2034 3-31-2034 60 4-1-2034 6-30-2034 0.2777 0.0499 61 7-1-2034 9-30-2034 2.1549 2.0195 62 10-1-2034 12-31-2034 4.3002 4.2730 63 1-1-2035 3-31-2035 4.1997 4.1766 64 4-1-2035 6-30-2035 3.8647 3.8434 Highest 3.0 Construction Detail Construction Phase Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 775 Acres of Paving: 108 Residential Indoor: 3,847,500; Residential Outdoor: 1,282,500; Non -Residential Indoor: 2,401,200; Non -Residential Outdoor: 800,400; OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating :Air Compressors 1', 6.001, 781 0.48 ..................................................................................................i:........................................................................................i:........................................................ii..........................................i:...........................................i................................................ Demolition Excavators 3 8 00 158 0.38 Demolition Concrete/Industrial Saws 1 800 81 0.73 Grading ::Excavators 2'I, 8.00'I, 158 0.38 ..u-il..........................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................29' Building Construction I'�,Cranes 1�'�, 7.00'�, 231 0.29 ...... ............................................................................................ Building Construction ii........................................................................................ ii........................................................ :',Forklifts ii.......................................... 3', ii............................................ 8.00', i................................................ 89 0.20 ..................................................................................................i:........................................................................................i:........................................................ii..........................................i:...........................................i................................................ Building Construction Generator Sets 1 8 00 84 0.74 Paving Il Pavers 2:1 8.00'I, 130 0.42 Paving Il Rollers 2:1 8.00'I, 80 0.38 ..................................................................................................ii........................................................................................ii........................................................ii..........................................ii............................................i................................................ Demolition :',Rubber Tired Dozers 2'i 8.00::: 247: 0.40 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................40, Grading (',Rubber Tired Dozers 1', 8.00, 247 0.40 ..................................................................................................l Building Construction ::.i.......................................................................................i:........................................................ii..........................................li...........................................i................................................ Tractors/Loaders/Backhoes 3 00:� 7.00V 97 0.37 Grading ::Graders 1'I, 8.00'I, 187 0.41 ..................................................................................................ii........................................................................................ii........................................................ii..........................................li............................................i...........................................37' Grading I'�, Tractors/Loaders/Backhoes 2�'�, 8.00'�, 97 0.37 ..................................................................................................ii........................................................................................ii........................................................ii..........................................ii............................................i................................................ Paving :',Paving Equipment 21', 800: 132 0.36 ..................................................................................................i:........................................................................................ii........................................................ii..........................................i:...........................................i................................................ Site Preparation :'Tractors/Loaders/Backhoes 4', 8.00', 97 0.37 ..................................................................................................i:........................................................................................i:........................................................ii..........................................i:...........................................i................................................ Site Preparation Rubber Tired Dozers 3 8 00 247; 0.40 -........ ......... ......... Grading .......... -............... .. Scrapers -....... ......... 2; -....... 8 00 -....... ____: 367 .................. 0.48 ..u-il..........................................................................................i................................................................................................................................................ Building Construction i�,Welders i..........................................l....................................... 1�'�, 8.00'�, 6"i...........................................45' 46 0.45 Trips and VIAT 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Replace Ground Cover Water Exposed Area Water Unpaved Roads Reduce Vehicle Speed on Unpaved Roads Clean Paved Roads 3.2 Demolition - 2019 Unmitigated Construction On -Site Total 0.2319 2.3617 1.4560 2.5600e- 1.8903 0.1185 2.0087 0.2862 0.1102 0.3964 0.0000 228.5338 228.5338 0.0636 0.0000 230.1232 1 1 003 1 1 1 1 1 1 1 1 1 1 1 1 1 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr Hauling '„ 0.0734 1 2.6738 ',: U.bMR 6.7300e- d 0.2080 1 0.0100 ',: 0.2180 ',: 0.0554 '�,: 9.6000e- + 0.0650 0.0000 ',: 679.2272 1 679.2272 '„ 0.0722 :, 0.0000 1 681.0310 003 003 ................. Vendor .- .......................i. „ 0000 0 0.....i........0.. 0-00 �', 0 0000 .........'' �0 000.0 �', 0 0000 ..... 0 0000 0 0000 0 0000 0.0000 0.0000 0.0000 0.0000 ... 0000 0.0000 ......... „ 0.0000 0.0000 ............ 0.0000 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker 4.1400e- 3.0200e 0.0335 1.1000e- 0.0109 7 OOOOe 0.0109 2.8900e 7.000Oe- 2.9500e- 0.0000 9.7180 9.7180 2.4000e- 0 0.0000 9. 9.7240 003 003 004 005 003 005 003 004 Total 0.0776 2.6768 0.6703 6.8400e- 0.2189 0.0101 0.2290 0.0583 9.6700e- 0.0679 0.0000 688.9452 688.9452 0.0724 0.0000 690.7550 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I I I Category tons/yr MTtyr Fugitive Dust :, 0.8081 0.0000 ',: 0.8081 ',: 0.1224 ',: 0.0000 + 0.1224 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :, 0.0000 0.0000 ................. Off Road .- ...........i......................... „ 0.0305 0.1322 ....................... 1.5365 i. ..............' ... 2 S600e- ..... 4 0700e- ... 4.0700e- ......... ..... ..: 4 0700e- 4 0700e ..... ' 0.0000 ...................................... 228 5335 228 5335 „ 0.0636 0.0000 ; 230 1229 003 003 003 003 003 Total 0.0305 0.1322 1.5365 2.5600e- 0.8081 4.0700e- 0.8122 0.1224 4.0700e- 0.1264 0.0000 228.5335 228.5335 0.0636 0.0000 230.1229 003 003 003 Mitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM2.5 I PM2St I PM2.5 IBio-G02I CO2 003 ., 003 Worker 4.1400e- i 3.0200e- 0.0335 i 1.1000e- I, 0.0103 7.000Oe- 0.0104 2.7500e- 7.000Oe- 2.8200e- i 0.0000 9.7180 i 9.7180 "i 2.4000e- I, 0.0000 i 9.7240 003 003 004 005 003 005 003 004 Total 0.0776 2.6768 0.6703 6.8400e- 0.2080 0.0101 0.2181 0.0556 9.6700e- 0.0653 0.0000 688.9452 688.9452 0.0724 0.0000 1 690.7550 003 003 3.2 Demolition - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tonshjr MThjr Fugitive Dust :, 0.9738 0.0000 ',: 0.9738 ',: 0.1474 ',: 0.0000 '+ 0.1474 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :, 0.0000 0.0000 ................. Off Road .- ...........i............ „ 0.1126 1.1288 �', ...............i..... 0.7396 ... ........... 1 3200e ..... ' �', 0.0564 �', ... 0.0564 ......... ........: 0.0524 0.0524 ..... 0.0000 .................................... 115 5953 115 5953 „ 0.0326 0.0000 ; 116 4111 003 Total 0.1126 1.1288 0.7396 1.3200e- 0.9738 0.0564 1.0302 0.1414 0.0524 0.1999 0.0000 115.5953 115.5953 0.0326 0.0000 116.4111 003 Unmitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonshjr MThjr Mitigated Construction On -Site PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 Off Road 0.0157 1 0.0681 0.7915 1 3200e : 2 1000e : 2.1000e 2.1000e- 2 1000e 1 0.0000 : 115 5951 1 115 5951 0.0326 0.0000 : 116.4109I 003 003 003 003 003 003 i 1 003 i i i 003 Mitigated Construction Off -Site Total 0.0363 1.2783 0.3357 3.4700e- 0.1853 4.0800e- 0.1893 0.0478 3.8900e- 0.0517 0.0000 350.8505 350.8505 0.0366 0.0000 351.7649 1 1 003 1 1 003 1 1 1 003 1 1 1 1 1 1 1 1 3.3 Site Preparation - 2020 Unmitiaated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr MTtyr Fugitive Dust 1.0840 0.0000 I; 1.0840 I; 0.5958 I; 0.0000 I: 0.5958 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 .......................................... Off Road 0 2446 -....... 2.5450 -....... 1.2908 -....... 2 2800e- --..... 0.1318 -....... 0.1318 -....... --...: 0.1213 --..... 0.1213 i 0.0000 -....... : 200 5841 -.......-....... . 200.5841 i 0.0649 -- 0.0000 ..... ......... i 202 2059 003 1 Total 0.2446 2.5450 1.2908 2.2800e- 1.0840 0.1318 1.2158 0.5958 0.1213 0.7171 0.0000 200.5841 200.5841 0.0649 0.0000 202.2059 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Category tons/yr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendori .- ....... 0.0000 i i 0.0000 ''. ........................ 0.0000 .', i 0.0000 '', 0.0000 ..... 0.0000 '', ....... 0.0000 '', ... 0.0000 '', ...... 0.0000 '', 0.0000 i ........................................................ 0.0000 ''. 0.0000 i 0.0000 ....................... 0.0000 ', ................................................ '', 0.0000 i 0.0000 .- ....................................................................................................0................................................0....................8........................0.........................................................................3.........................0......................10......................10....................2........................0......................10.............. .- Worker .- 4.2100e- 2.9500e- 0.0335 1.1000e- 0.0119 B.000Oe- ',; 0.0119 ',; 3.1 SOOe- ',; 7.000Oe- ',; 3.2200e- 0.0000 ',; 10.2617 10.2617 ', 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 Total 4.2100e- 2.9500e- 0.0335 1.1000e- 0.0119 8.000Oe- 0.0119 3.1500e- 7.000Oe- 3.2200e- 0.0000 10.2617 10.2617 2.3000e- 0.0000 10.2676 003 003 004 nos 003 005 003 004 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Fugitive Dust 0.4634 0.0000 ',; 0.4634 ',; 0.2547 ',; 0.0000 ',; 0.2547 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................................................................... Off Road .- „ 0.0279 ; 0.1211 ....................... 1.2521 ......................... 2 2800e '' 3 7200e 3.7200e ......... ..... 3 7200e- 3 7200e 0.0000 200 5838 '. ; 200 5838 „ 0.0649 0.0000 ; 202 2057 003 1 003 1 1 003 1 1 003 1 003 1 1 1 1 1 Total 0.0279 0.1211 1.2521 2.2800e- 0.4634 3.7200e- 0.4671 0.2547 3.7200e- 0.2584 0.0000 200.5838 200.5838 0.0649 0.0000 202.20 77 j j 003 003 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 i 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ' 0.0000 ' 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 0.0000 0.0000 .........................................,...., Vendor .- 0.0000 _ ... 0.0000 ......, 0.0000 ......................... 0.0000 _ _ 0.0000 ._.., 0.0000 _......, 0.0000 ....... 0.0000 ,,,,, 0.0000 _ _ 0.0000 ._.,, 0.0000 _,..,,.. 0.0000 .., 0.0000 ....................... 0.0000 0.0000 ....................... 0.0000 ......... Worker ........ 4 2100e -....... 2.9500e -....... 0.0335 -....... 1 1000e- --..... 0.0112 8 OOOOe -....... 0.0113 -....... 3.00OOe --...: 7.00OOe- --..... 3 0700e i 0.0000 -....... 10.2617 -... 10.2617 -....... 2.3000e- --.... 0.0000 ......... i 10.2676 003 003 004 005 003 005 003 004 To[al 4.2100e- 2.9500e- 0.0335 1.1000e- 0.0112 8.00OOe- 0.0113 3.00OOe- 7.00OOe- 3.0700e- 0.0000 10.2617 10.2617 2.3000e- 0.0000 10.2676 003 003 004 005 003 005 003 004 3.4 Grading - 2020 Unmitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I I PM10 PM 10 I I Total PM2.5 I PM2.5 I Total CO2 I I I Category tons/yr MTtyr au ing e- v e- ',: e- ',: 003 003 003 ......... Vendor ........ .-0.0000 -........ 0.0000 -....... 0.0000 -........ 0.0000 --..... 0.0000 0.0000 -....... 0.0000 -....... 0.0000 --...: 0.0000 --..... 0.0000 i 0.0000 -....... 0.0000 -........ 0.0000 -....... 0.0000 -- 0.0000 ..... ......... i 0.0000 ..............................................2........................2.........................0....................8.......................8......................5......................8...........................................................................2.........................0........................................................................1........................0.......................7................ Worker .- .-2.BBOOe- 2.0200e- ',; 0.0229 B.000Oe- ;, 8.1200e- ; S.000Oe- ',; 8.1 BOOB- ',; 2.1600e- ',; 5.000Oe- ',; 2.2100e- 0.0000 ',; 7.0312 7.0312 ', 1.6000e- 0.0000 7.0352 003 003 005 003 005 003 003 005 003 004 1 1743.2163 Total 0.0758 2.7117 0.7018 7.3400e- 0.5661 8.6200e- 0.5747 0.1438 8.2500e- 0.1521 0.0000 741.2777 741.2777 0.0776 0.0000 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I I I Category tons/yr MTtyr Fugitive Dust 0.2864 0.0000 I; 0.2864 I; 0.0737 I; 0.0000 I: 0.0737 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Off Road .- ................................................... 0.0282 0.1221 -....... 1.2210 -....... 2 2900e- --..... 3 7600e -....... . 3.7600e -....... --...: 3.7600e- --..... 3 7600e i 0.0000 -....... : 201 5917 -.......-....... . 201.5917 0.0652 -- 0.0000 ..... ......... i 203 2216 003 003 003 003 003 Total 0.0282 0.1221 1.2210 2.2900e- 0.2864 3.7600e- 0.2902 0.0737 3.7600e- 0.0774 0.0000 201.5917 201.5917 0.0652 0.0000 203.2216 003 003 003 Mitigated Construction Off -Site ROG NOx CO mmlmmm S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I I I Category tons/yr MThjr JL Hauling 0.0729 2.7097 I; 0.6788 7.2600e- 0.5269 8.5700e- I; 0.5355 I; 0.1340 I; 8.2000e- I: 0.1422 0.0000 I; 734.2465 ; 734.2465 0.0774 0.0000 ; 736.1811 003 003 003 ......... Vendor ........ 0.0000 -.0.0 0.0000 -....0 0.0000 -........ 0.0000 --..... 0.0000 0.0000 -....0 0.0000 -..00 0.0000 --...: 0.0000 --..... 0.0000 i 0.0000 -.0.0 0.0000 -.... 0.0000 -....... 0.0000 -- 0.0000 ..... ......... i 0.0000 .- .- ..............................................2........................2........................................................................................................................................................................................................................................................................................................................................................................................ Worker .- i 2.BBOOe- i 2.0200e- 0.0229 i 8.000Oe- tl, 7.7000e- 5.000Oe- ''J 7.7600e- ''J 2.05OOe- ''J 5.000Oe- ''�,: 2.1000e- i 0.0000 ''J 7.0312 i 7.0312 ''�i 1.6000e- P�, 0.0000 i 7.0352 003 003 005 003 005 003 003 005 003 004 Total 0.0758 2.7117 0.7018 7.3400e- 0.5346 8.6200e- 0.5432 0.1361 8.2500e- 0.1443 0.0000 741.2777 741.2777 0.0776 0.0000 743.2163 003 003 003 3.4 Grading - 2021 Unmitigated Construction On -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- PM, 0 PM10 Total PM2.5 PM2.5 Total CO2 Off Road 0.4946 i 5.4752 3.6437 i 7.3200e- P, 0.2343 0.2343 0.2155 0.2155 i 0.0000 643.0408 i 643.0408 'i 0.2080 P, 0.0000 i 648.2401 003 Total 0.4946 5.4752 3.6437 7.3200e- 1.1577 0.2343 1.3920 0.4405 0.2155 0.6560 0.0000 643.0408 643.0408 0.2080 0.0000 648.2401 003 Unmitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10t I Tota01 I PM2.5 I PM2St I PM2.5 IBio-G02I CO2 2 0 Worker ii 8 6500e 15 8100e 0.0678 2 4000e 0.0259 : 1 7000e 0.0261 6.8800e 1.6000e- 7 0400e 0.0000 21.6457 21.6457 4.6000e- 0.0000 21.6573 I 003 003 004 004 003 004 003 004 9 I I I I 3 Mitigated Construction On -Site ROG NOx CO S02 Fugitive I Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category to MThjr Fugitive Dust 0.4949 1 0.0000 ',: 0.4949 ',: 0.1883 ',: 0.0000 '+ 0.1883 0.0000 ',: 0.0000 1 0.0000 0.0000 :, 0.0000 1 0.0000 ........................................................................................... Off Road .- „ 0.0899 0.3894 ....................... 3.8939 ......................... 7 3200e '' 0 0120 0.0120 ......... 0.0120 0.0120 0.0000 643 0400 '. ; 643 0400 „ 0.2080 0.0000 ....................... ; 648 2393 003 Total 0.0899 0.3894 3.8939 7.3200e- 0.4949 0.0120 0.5069 0.1883 0.0120 0.2003 0.0000 643.0400 643.0400 0.2080 0.0000 648.2393 003 j Mitigated Construction Off -Site 3.5 Building Construction - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr Off Road 0.0238 1 0.2179 ',: 0.2072 1 3.4000e- a 0.0120 ',: 0.0120 ',: ',: 0.0113 ',: 0.0113 0.0000 ',: 28.9547 1 28.9547 '„ 6.9900e- a 0.0000 29.1293 004 003 Total 0.0238 0.2179 0.2072 3.4000e- 0.0120 0.0120 0.0113 0.0113 0.0000 28.9547 28.9547 6.9900e- 0.0000 29.1293 004 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory ton yr r Hauling 0.0000 ; 0.0000 ',; 0.0000 I 0.0000 0.0000 I 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 I 0.0000 0.0000 0.0000 ; 0.0000 ........................................,,...., Vendor .- 0.0427 _ ......................... 1.4910 ......, 0.4180 ......................... 3.8200e- _ _ 0.0985 ..., 3 1000e ....................... 0.1016 ....... 0.0284 ,,,,, 2.9600e- _ _ 0.0314 ._.,, 0.0000 ....... : 377 6791 ... 377.6791 ....................... 0.0306 0.0000 ....................... ; 378 4433 003 003 003 ......... Worker ........ 0.1811 -.0.1 0.1217 -....9 1.4199 -....... 5 0100e- --..3 0.5426 3 SBOOe -....5 0.5462 -..41 0.1441 --...: 3.2900e- --..... 0.1474 i 0.0000 -.53. :453 3209 -...2 . 453.3209 -....... 9.7100e- --..4 0.0000 .....6 i 453 5636 003 003 003 003 Total 0.2238 1.6128 1.8378 8.8300e- 0.6411 6.6800e- 0.6478 0.1725 6.2500e- 0.1788 0.0000 831.0000 831.0000 0.0403 0.0000 832.0070 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 Total PM2.5 PM2.5 Total I CO2 I Category tons/yr MTtyr Off Road .- 4.1000e- 0.0279 I; 0.2183 3.4000e- 5.1000e- I; 5.1000e- 'J 5.1000e- I; 5.1000e- 0.0000 I; 28.9546 28.9546 6.9900e- 0.0000 29.1293 003 004 004 004 004 004 003 Total 4.1000e- 0.0279 0.2183 3.4000e- 5.1000e- 5.1000e- 5.1000e- 5.1000e- 0.0000 28.9546 28.9546 6.9900e- 0.0000 29.1293 003 004 004 004 004 004 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Etegorytons/yr MThjr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 Vendori ....... 0.0427 i i 1.4910 '': .... 0.4180 i .', i 3 8200e '', 0.0943 ..... 3 1000e '', ....... 0.0974 '', ... 0.0274 '', ......; 2.9600e- '', 0.0304 i 0.0000 ''+ 377 6791 i 377.6791 0.0306 '', 0.0000 i 378 4433 .- 003 003 003 ................. Worker .- ...........i............ .:.....0.1811 „ 0 1811 0 1217 �', ...............i. 1 4199 ..............' 5.01 00e �', 0 5144 ..... 3 SBOOe �', Ob179 �', 0 1372 �', ..... 3 2900e- �', 0 1405 0 0000 �', 453 3209 453 3209 .. .. .... „ 9.71 00e- �', 0 0000 ............... ; 453 5636 003 003 003 003 Total 0.2238 1.6128 1.8378 8.8300e- 0.6087 6.6800e- 0.6154 0.1645 6.2500e- 0.1708 0.0000 831.0000 831.0000 0.0403 0.0000 003 003 Li003 3.5 Building Construction - 2022 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I I Category tons/yr MTtyr Off Road 0.2218 2.0300 ',; 2.1272 ; 3.5000e- 11 i 0.1052 ',; 0.1052 0.0990 ',; 0.0990 0.0000 ',; 301.2428 ; 301.2428 0.0722 0.0000 ; 303.0471 003 Total 0.2218 2.0300 2.1272 3.5000e- 0.1052 0.1052 0.0990 0.0990 0.0000 301.2428 301.2428 0.0722 0.0000 303.0471 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 Total PM2.5 I PM2.5 Total CO2 tonstyr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 ........................................,,,,,,, Vendor 04173 _ .., 14.6549 ......, 4.1936 ......................... 0.0393 10246 ....................... 00280 ....................... 1.0526 ....... 0.2955 ,,,,, 0.0268 03223 ._.,, 00000 ,,.,,., 3,889132:3,889.1324i .., ....................... 0.3077 .. 00000 ....................... 13,896.825 .., 4 1 ......... Worker ........ �, 1.7819 -....... 1.1470 -..65 13.7658 -........ 0.0502 --..... 5.6429 0.0365 -....6 5.6794 -..86 1.4986 --...: 0.0336 --..... 1.5321 0.0000 -... , 4,539.996 -...9-....... ,4 539.9960 0.0916 -- 0.0000 ..... ......... ; 4, 542 287 0 18,429.12818,429.1284 0 Total 2.1992 15.8019 17.9594 0.0895 6.6675 0.0645 6.7320 1.7940 0.0604 1.8544 0.0000 0.3994 0.0000 4 1439.112 1 Mitigated Construction On -Site Total 0.0426 0.2905 2.2698 3.5000e- 5.3000e- 5.3000e- 5.3000e- 5.3000e- 0.0000 301.2425 301.2425 0.0722 0.0000 303.9 1 1 003 1 003 003 003 003 1 1 1 1 1 1 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 ; 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................,,...., Vendor 0.4173 _ .., 14.6549 ......, 4.1936 ......................... 0.0393 0 9810 ....................... 0 0280 ....................... 1.0090 ....... 0.2848 1 ...., 0.0268 0.3116 ........................ 0.0000 ......, 3,889 132:3,889.1324i .., ....................... 0.3077 .. 0.0000 ....................... 13,896.825 .., 4 1 ......... Worker ........ 1.7819 -....... 1.1470 -.. 13.765658 -........ 0.0502 --..... 5.3494 0.0365 -.... 5.3858 -.. 1.4265 65 --...: 0.0336 --..... 1.4601 0.0000 -... 4,539.996 -...-....... ,4 539.9960 0.0916 -- 0.0000 ..... ......... ; 4, 542 287 0 18,429.12818,429.1284 0 Total 2.1992 15.8019 17.9594 0.0895 6.3303 0.0645 6.3948 1.7113 0.0604 1.7717 0.0000 0.3994 0.0000 ,439.112 4 1 3.5 Building Construction - 2023 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 I PM 10 I Total PM2.5 I PM2.5 Total CO2 I I ±ategory tonslyr M i tyr Off Road .- 0.2045 ; 1.8700 ',; 2.1117 ; 3.5%- 11 ; 0.0910 ',; 0.0910 ',; ',; 0.0856 ',; 0.0856 0.0000 ',; 301.3462 ; 301.3462 11 0.0717 11 0.0000 ; 303.1383 003 Total 0.2045 1.8700 2.1117 3.5000e- 0.0910 0.0910 0.0856 0.0856 0.0000 301.3462 301.3462 0.0717 0.0000 303.1383 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 ;�, 0.0000 0.0000 ................................................................. Vendor ,_ 0.3177 ... 11.0043 ,,.,.., 3.8888 _,._. 0.0380 1.0246 ._,,, 0.0135 _,.,,.., 1.0381 .,...,. 0.2955 ...., 0.0129 0.3084 ._..,........................ 0.0000 3,771 636:3,771.6368 ......................... ....................... _ 0.2854 .. 0.0000 ....................... 13,778.771 .., 8 6 ......... Worker ........ �, 1.6896 -.1.0 1.0414 -..22 12.8221 -........ 0.0482 --..... 5.6429 0.0359 -....6 5.6787 -..86 1.4986 --...: 0.0330 --..... 1.5315 0.0000 -... , 4,365.618 -...6-....... ,4 365.6187 0.0831 -- 66666 ..... ......... ; 4, 367 695 7 0 Total 2.0073 12.0457 16.7109 0.0863 6.6675 0.0493 6.7168 1.7940 0.0459 1.8399 0.0000 8,137.25518,137.2555 0.3685 0.0000 8, 146.466 5 6 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.0426 0.2905 ',; 2.2698 ; 3.5000e- 15.3000e- ',; 5.3000e- ',; 5.3000e- 0.0000301.3458 301.3458 0.0717 0.0000 ; 303.1380 1 003 003 003 003 003 j 1 Total 0.0426 0.2905 2.2698 3.5000e- 5.3000e- 5.3000e- 5.3000e- 5.3000e- 0.0000 301.3458 301.3458 0.0717 0.0000 303.1380 003 j j 003 j 003 003 003 j j Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 3.5 Building Construction - 2024 Unmitiaated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1928 1.7611 ',: 2.1179 3.5300e- a 0.0803 ',: 0.0803 0.0756 ',: 0.0756 0.0000 ',: 303.7223 : 303.7223 '„ 0.0718 a 0.0000 : 305.5179 003 Total 0.1928 1.7611 2.1179 3.5300e- 0.0803 0.0803 0.0756 0.0756 0.0000 303.7223 303.7223 0.0718 0.0000 305.5179 003 Unmitigated Construction Off -Site Worker 1 6203 0.9556 12.0178 0.0467 5.6863 0.0355 5.7218 1.5101 0.0327 1.5427 0.0000 I, 4,224.906 4 224 9064, 0.0759 0.0000 ; 4, 226 804 4 8 Total 1.9296 11.9045 15.8533 0.0846 6.7188 0.0487 6.7675 1.8078 0.0453 1.8532 0.0000 7,995.558 7,995.5583 0.3590 0.0000 8,004.532 3 8 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.0429 0.2928 ',: 2.2873 3.5300e- v, : 5.3400e- ',: 5.3400e- ',: ',: 5.3400e- ',: 5.3400e- 0.0000 ',: 303.7220 : 303.7220 '„ 0.0718 v, 0.0000 : 305.5175 003 003 003 003 003 Total 0.0429 0.2928 2.2873 3.5300e- 5.3400e- 5.3400e- 5.3400e- 5.3400e- 0.0000 303.7220 303.7220 0.0718 0.0000 305.5175 003 003 003 003 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tonstyr MTtyr Hauling '„ 0.0000 1 0.0000 ',: 0.0000 1 0.0000 :, 0.0000 1 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i............ „ 0 3093 10 9489 �', ...............i. 3 8355 ..........' �0 0380 ', 0 9885 ..... 0 0133 ', 1 � 0017 0.2870 0.0127 0.2996 0.0000 3,770 651 3 770 6519„ 0.2830 0.0000 3,777 727 9 9 ........................................,,,,,,, Worker 1.6203 _ ,., 0.9556 .,,.... 12.0178 ......................... 0.0467 5.3905 ....................... 0.0355 ....................... 5.4260 .,...,. 1.4375 ,,,,, 0.0327 1.4701 ........................ 0.0000 ......, 4,224.906 .., 4,224.9064 ......_. 0.0759 .. 0.0000 ... ......... 4, 226 804 .., .- 4 8 Total 1.9296 11.9045 15.8533 0.0846 6.3790 0.0487 6.4277 1.7244 0.0453 1.7698 0.0000 7,995.558 7,995.5583 0.3590 0.0000 8 004.532 j j j j j j j j j j 3 j 8 3.5 Building Construction - 2025 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 I PM2.5 Total CO2 I I I Category tons/yr MTtyr Off Road .- 0.1785 ; 1.6273 ',; 2.0991 ; 3.5200e- 0.0689 ',; 0.0689 ',; ',; 0.0648 ',; 0.0648 0.0000 ',; 302.6549 ; 302.6549 0.0711 0.0000 ; 304.4335 003 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tons r r Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ �, 0.3001 -10... 10.7639 -...4 3.7743 -........ 0.0375 --..... 1.0285 0.0129 -1..0 1.0414 -..66 0.2966 --...: 0.0123 --..... 0.3090 0.0000 -...3 , 3,733 245 -...2 3 733.2455 -....... 0.2781 --. 0.0000 .... 13,740.196 5 8 ..................................................................i............ Worker ''�, 1.5441 0.8731 ''�, ................ 11.1701 ..............' �0 0446 ''�, 5.6646 ..... � 0.0349 ''�, .. .. 5.6995 ''�, 1.5043 .04 ........: 0.0321 1.5365 ..... 0.0000 :........... 4,038.744 4 038 7440: 0.0692 0.0000 ; 4, 040 473 0 17,771.98917,771.9896 0 Total 1.8442 11.6371 14.9443 0.0821 6.6931 0.0478 6.7409 1.8009 0.0445 1.8454 0.0000 0.3472 0.0000 7,780.669 6 7 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO] I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.0428 0.2916 ',: 2.2786 3.5200e- a : 5.3200e- ',: 5.3200e- ',: ',: 5.3200e- ',: 5.3200e- 0.0000 ',: 302.6545 : 302.6545 '„ 0.0711 a 0.0000 : 304. 3331 003 003 003 003 003 Total 0.0428 0.2916 2.2786 3.5200e- 5.3200e- 5.3200e- 5.3200e- 5.3200e- 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 003 003 003 003 Mitigated Construction Off -Site ROG N CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 PM10 PM10 Total PM2.5 PM2.5 Total CO2 pHauling tons r r 0.0000 0.0000 ',:0.0000 0.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 d 0.0000 1 .- ...........i............ 10.7639 ...............i. 3 77430 ... .......... 0375', 0.9847 ..... 0.0129 .... 0.9976 ..... 0.2859 ........: 0.0123 0.2982 ..... 0.0000 ............................. 3,733.245 .0.3001 3 733 2455„ 0.2781 0.000013,740.1196 .- 5 ._.._....., Worker ,,...., 1.5441 _ ... 0.8731 ....... 11.1701 _.._. 0.0446 5.3699 ._.., 0.0349 _......, 5.4049 ....... 1.4320 ...., 0.0321 1.4641 ._.., 0.0000 ......, ... 4,038.744 4,038.7440 ,..,,._. 0.0692 ,, 0 0000 ,, 4 .., 0 17,771.98917,771.9896 Total 1.8442 11.6371 14.9443 0.0821 6.3546 0.0478 6.4025 1.7179 0.0445 1.7623 0.0000 0.3472 0.0000 7,780.669 6 7 3.5 Building Construction - 2026 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1785 1 1.6273 ',: 2.0991 1 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6549 1 302.6549 '„ 0.0711 a 0.0000 : 304.4335 003 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 003 Unmitiaated Construction Off -Site ugrtrve exnaus rmiiu ruginve exnaus rimz.o nio-wzrvnio- PM10 PM10 Total PM2.5 PM2.5 Total CO2 Vendor 0.2930 1 10.6207 "1 3.7428 i 0.0373 1.0285 0.0126 "1 1.0411 "1 0.2966 "1 0.0120 0.3087 1 0.0000 ", 3,711.151 i3,711.1512'i 0.2742 0.0000 3,718 .- 2 2 6 m m3 7 1 1 1 1 5 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr oa e- P, e- '',; e- e- '',; e- i 003 003 003 003 003 Total 0.0428 0.2916 2.2786 3.5200e- 5.3200e- 5.3200e- 5.3200e- 5.3200e- 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 003 003 003 003 Mitigated Construction Off -Site Fugitive Exha PM10e I Exhaust I Tota01 I PM2.5 I PM2u5t I TotaS (Bio-G02I CO2 2 2 Worker 1.4834 i 0.8061 10.4838 i 0.0430 5.3699 0.0339 5.4038 1.4320 0.0312 1.4632 i 0.0000 3,892 732 i3,892.7326 0.0636 0.0000 3,894.321 6 3 Total 1.7765 11.4269 14.2267 0.0803 6.3546 0.0465 6.4011 1.7179 0.0432 1.7611 0.0000 17,603.88317,603.88371 0.3378 1 0.0000 7,612'328 7 5 3.5 Building Construction - 2027 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.1785 1 1.6273 ',: 2.0991 1 3.5200e- a 0.0689 ',: 0.0689 ',: ',: 0.0648 ',: 0.0648 0.0000 ',: 302.6549 1 302.6549 '„ 0.0711 a 0.0000 : 304.4335 003 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 003 Unmitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust I PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM 10 I Total I PM2.5 PM2.5 Total CO2 I I Category tons/yr MTtyr Off Road .- 0.0428 0.2916 I; 2.2786 3.5200e- 5.3200e- I; 5.3200e- 'J 5.3200e- I; 5.3200e- 0.0000 I; 302.6545 ; 302.6545 0.0711 0.0000 ; 304.4331 003 003 003 003 003 Total 0.0428 0.2916 2.2786 3.5200e- 5.3200e- 5.3200e- 5.3200e- 5.3200e- 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 003 003 003 003 Mitigated Construction Off -Site Total 1.7103 11.2303 13.5999 0.0786 6.3546 0.0444 6.3990 1.7179 0.0413 1.7591 0.0000 7,456.417 7,456.4172 0.3293 0.0000 7,464.648 1 1 1 1 1 1 1 1 1 1 2 7 3.5 Building Construction - 2028 Unmitiaated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 I I I Category tons/yr MTtyr Off Road .- 0.1778 1.6211 I; 2.0910 3.5000e- 0.0686 I; 0.0686 ''J 0.0645 I; 0.0645 0.0000 I; 301.4953 ; 301.4953 0.0709 0.0000 ; 303.2671 003 Total 0.1778 1.6211 2.0910 3.5000e- 0.0686 0.0686 0.0645 0.0645 0.0000 301.4953 301.4953 0.0709 0.0000 303.2671 j j 003 j j j j j j j j j j 1 j j Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I I I Category tonstyr MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :�, 0.0000 0.4 Vendor ....... 0.2808 i i 10.3285 '', ........................ 3.6894 i 0.0367 '', 1.0246 ..... 0.0120 '', ....... 1.0366 '', ... 0.2955 '', ......; 0.0115 '', 0.3070 ..... 0.0000 '',, 3,659 024 3 659 0245::: 0.2664 '', 0.0000 ; 3,665 683 5 8 ................. Worker .- ...........i......................... „ 1.3547 0.6914 �', ....................... 9.3152 ... i. ..........' �0 0402 �', 5.6429 ..... 0.0295 �', .6 5.6724 �', .98 1.4986 �', ........: 0.0271 �', 1.5257 ..... 0.0000 �', ...................!.....641... 3,641.183 3 641 1832„ 0.0540 0.0000 ; 3, 642 534 1 2 2 To[al 1.6355 11.0198 13.0046 0.0769 6.6675 0.0415 6.7090 1.7940 0.3386 1.8327 0.0000 7,300.20771 0.3204 0.0000 7,308.218 17,300.207 7 0 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.0426 ; 0.2905 ',; 2.2698 ; 3.5000e- 15.3000e- ',; 5.3000e- ',; ',; 5.3000e- ',; 5.3000e- 0.0000 ',; 301.4949 ; 301.4949 0.0709 0.0000 ; 303.2667 003 003 003 003 003 Total 0.0426 0.2905 2.2698 3.5000e- 5.3000e- 5.3000e- 5.3000e- 5.3000e- 0.0000 301.4949 301.4949 0.0709 0.0000 303.2667 003 003 003 003 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 i 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 i 0.0000 11 0.0000 ; 0.0000 ........................................,,,,,,, Vendor 0.2808 _ ,,, 10.3285 ,,.,.,, 3.6894 ......................... 0.0367 0.9809 ._,,, 0.0120 .................................................. 0.9930 0.2848 ,,,,, 0.0115 0.2963 ._.,, 0.0000 ,,.,,., 3,659 024:3,659.0245 .., ....................... 0.2664 .. 0.0000 ....................... 13,665.683 .., 5 8 ......... Worker ........ 1.3547 -....... 0.6914 -....... 9.3152 -........ 0.0402 --..... 5.3494 0.0295 -....... 5.3789 -....... 1.4265 --...: 0.0271 --..... 1.4536 0.0000 -....... 3,641.183 -....... 3,641.1832 -....... 0.0540 -- 0.0000 ..... ......... ; 3, 642 534 2 17,300.20717,300.2077 2 Total 1.6355 11.0198 13.0046 0.0769 6.3303 0.0415 6.3718 1.7113 0.0386 1.7499 0.0000 0.3204 0.0000 17,308.218 7 0 3.5 Building Construction - 2029 Unmitigated Construction On -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Off Road .- 0 1785 1.6273 2.0991 3 5200e 0.0689 0.0689 0.0648 0.0648 0.0000 302 6549 302 6549 0.0711 0.0000 ; 304.4335 003 Total 0.1785 1.6273 2.0991 3.5200e- 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I I PM 10 I Total PM2.5 I PM2.5 Total I CO2 I I I Category tonstyr MTtyr au ing ......... Vendor ........ 0 2774 -....... 10.2604 -....... 3.6893 ......... 0 0366 --..... 1 0285 0 0118 -....... 1.0404 -....... 0.2966 --...: 0.0113 --..... 0.3079 0.0000 -....... 3,657.116 -.......-....... , 3 657.1163 0.2646 -- 00000 ..... ......... 13663 732 3 0 .................................................................... Worker .-„ 1.2895 0.6452 ....................... i. �', 8.8476 ... ..........' �0 0393 �', 5.6646 ..... 0.0275 �', .6 5.6920 �', .04 1.5043 �', ........: 0.0253 �', 1.5296 ..... 0.0000 �', ...................!......................... 3,558.737 3 558 7377„ 0 0502 558.7 0 0000 ; 3, 559 992 7 17,215.85417,215.8540 1 17,223.724 Total 1.5669 10.9055 12.5369 0.0759 6.6931 0.0393 6.7324 1.8009 0.0366 1.8375 0.0000 0.3148 0.0000 0 1 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.0428 0.2916 I; 2.2786 3.5200e- 5.3200e- I; 5.3200e- 'ui 5.3200e- I; 5.3200e- 0.0000 I; 302.6545 ; 302.6545 0.0711 0.0000 ; 304.4331 003 003 003 003 003 Total 0.0428 0.2916 2.2786 3.5200e- 5.3200e- 5.3200e- 5.3200e- 5.3200e- 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 003 003 003 003 003 Mitigated Construction Off -Site ROG NOx CO mmlmmm S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM10 Total PM2.5 PM2.5 Total CO2 I I I Category I 6 tonstyr MTtyr Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ; 0.0000 ......... Vendor ........ �, 0.2774 -10... 10.2604 -....9 3.6893 -........ 0.0366 --..... 0.9847 0.0118 -0..9 0.9966 -..59 0.2859 --...: 0.0113 --..... 0.2972 0.0000 -...5 , 3,657 116 -....... 3 657.1163 -....... 0.2646 --. 0.0000 .... 13,663.732 ' 3 0 ..................................................................i......................... Worker .- ''�, 1.2895 i 0.6452 ''�, ....................... 8.8476 ......................... 0.0393 ''�, 5.3699 ..... � 0.0275 ''�, .3 5.3974 ''�, 1.4320 ''�, .32 ........: 0.0253 ''�, 1.4572 ..... 0.0000 ''�, ...................!........58.7 3,558.737 3 558 377 ......... 0.0502 0.0000 ............. ; 3, 559 992 7 17,215.85417,215.8540 1 To[al 1.5669 10.9055 12.5369 0.0759 6.3547 0.0393 6.3939 1.7179 0.0366 1.7544 0.0000 0.3148 0.0000 7,223.724 0 1 3.5 Building Construction - 2030 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.1708 1.0355 I; 2.1085 4.0400e- 0.0193 I; 0.0193 'J 0.0193 I; 0.0193 0.0000 I; 343.0336 ; 343.0336 0.0138 0.0000 ; 343.3777 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive ExhHI Bio-CO2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM CO2 Category tonstyr MTtyr Hauling 0.0000 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.00,0 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 ..................................................................i Vendor 0.2731 10.1591 ....... 3.6763 i 0.0365 1.0285 ..... 0.0116 ....... 1.0401 ....... 0.2966 ......; 0.0111 0.3077 ..... 0.0000 :: .. 3, 642 701 '. 3 642 7016 .......' 0.2620 0 0000 ..... ; 3,649.252 6 4 Worker 1.2160 i 0.5999 8.3821 i 0.0384 5.6646 0.0255 5.6901 1.5043 0.0235 1.5278 i 0.0000 3,474 417 i 3,474.4172 0.0465 0.0000 3,475.578 2 17,117.11817,117.11881 1 6 Total 1.4891 10.7590 12.0584 0.0748 6.6931 0.0371 6.7302 1.8009 0.0346 1.8355 0.0000 0.3085 0.0000 8 17,124.831 0 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 0.0428 1 0.2916 ',: 2.2786 1 4.0400e- a 15.3200e- ',: 5.3200e- ',: ',: 5.3200e- ',: 5.3200e- 0.0000 ',: 343.0332 1 343.0332 '„ 0.0138 a 0.0000 : 343.3773 003 003 003 003 003 Total 0.0428 0.2916 2.2786 4.0400e- 5.3200e- 5.3200e- 5.3200e- 5.3200e- 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 003 003 003 003 003 Mitigated Construction Off -Site 3.5 Building Construction - 2031 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM 10 I Total PM2.5 PM2.5 Total CO2 I Category tons/yr MTtyr Off Road 0.1708 1 1.0355 ',: 2.1085 1 4.0400e- a 0.0193 ',: 0.0193 ',: ',: 0.0193 ',: 0.0193 0.0000 ',: 343.0336 1 343.0336 '„ 0.0138 a 0.0000 : 343.3777 003 Total 0.1708 1.0355 2.1085 4.0400e- 0.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tons r r Hauling 0.0000 ; 0.0000 ',; 0.0000 I 0.0000 0.0000 I 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 0.0000 ; 0.0000 ........................................,,...., Vendor 0.2697 _ .., 10.0448 ....... 3.6715 ......................... 0.0363 1.0285 ....................... 0.0114 ....................... 1.0399 ....... 0.2966 ,,,,, 0.0109 0.3075 ._.,, 0.0000 ,,.,,., 3,631 511 .., :3,631.5110 ....................... 0.2601 .. 0.0000 ....................... 13,638.013 .., 0 7 ......... Worker ........ 1.1335 -....... 0.5561 -....... 7.9385 -........ 0.0375 --..... 5.6646 0.0237 -....... 5.6883 -....... 1.5043 --...: 0.0218 --..... 1.5261 0.0000 -....... 3,392.712 -....... 3,392.7123 -....... 0.0428 -- 0.0000 ..... ......... ; 3, 393 781 3 17,024.22317,024.2232 8 Total 1.4032 10.6008 11.6100 0.0738 6.6931 0.0351 6.7282 1.8009 0.0327 1.8337 0.0000 0.3029 0.0000 77,031.795 2 5 Mitigated Construction On -Site ROG NOx CO 702 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category L A tons/yr MTtyr Off Road .- 0.0428 0.2916 I; 2.2786 4.0400e- 5.3200e- I; 5.3200e- 'J 5.3200e- I; 5.3200e- 0.0000 I; 343.0332 ; 343.0332 0.0138 0.0000 ; 343.3773 .- 003 003 003 003 003 Total 0.0428 0.2916 2.2786 4.0400e- 5.3200e- 5.3200e- 5.3200e- 5.3200e- 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 003 003 003 003 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total PM2.5 PM2.5 Total CO2 I I I H tonshjr MThjr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :�, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 Vendor ....... 0.2697 i i 10.0448 '', .... 3.6715 i i 0.0363 '', 0.9847 ..... 0.0114 '', ................................ 0.9961 '', 0.2859 '', ........................ ; 0.0109 '', 0.2968 ..... 0.0000 '',, 3,631 511 3 631 5110, 0.2601 '', 0.0000 ; 3,638 013 0 7 ................. Worker .- ...........i......................... „ 1.1335 0.5561 �', ....................... 7.9385 i. ..........' ... �0 0375 �', 5.3699 ..... 0.0237 �', .3 5.3936 �', .32 1.4320 �', ........: 0.0218 �', 1.4538 ..... 0.0000 �', ...................!......................... 3,392.712 3 392 7123„ 392.7 0.0428 0.0000 ; 3, 393 781 3 8 Total 1.4032 10.6008 11.6100 0.0738 6.3547 0.0351 6.3898 1.7179 0.0327 1.7506 0.0000 7,024.22317,024.2232 0.3029 0.0000 7,031.795 2 5 3.5 Building Construction - 2032 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 I PM10 Total PM2.5 PM2.5 Total I CO2 I I Category tons/yr MTtyr Off Road 0.1715 1 1.0394 ',; 2.1166 4.0600e- 0.0194 ',; 0.0194 ',; ',; 0.0194 ',; 0.0194 0.0000 ',; 344.3479 ; 344.3479 0.0138 0.0000 ; 344.6933 003 Total 0.1715 1.0394 2.1166 4.0600e- 0.0194 0.0194 0.0194 0.0194 0.0000 344.3479 344.3479 0.0138 0.0000 344.6933 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 Total PM2.5 I PM2.5 Total CO2 tonstyr MTtyr Hauling 0.0000 i 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 0.0000 ........................................,,,,,,, Vendor 0.2679 _ .., 9.9967 ....... 3.6845 ......................... 0.0364 1.0325 ....................... 0.0113 ....................... 1.0437 ....... 0.2978 ,,,,, 0.0108 0.3085 ._.,, 0.0000 ,,.,,., 3,635 621 .., ....................... :3,635.6216i 0.2594 .. 0.0000 ....................... 13,642.106 .., 6 0 ......... Worker ........ �, 1.0646 -.0.5 0.5207 -....8 7.5684 -........ 0.0369 --..... 5.6863 0.0222 -....7 5.7085 -..01 1.5101 --...: 0.0204 --..... 1.5305 0.0000 -... , 3,341.768 -...7-....... , 3 341.7685 0.0399 -- 0.0000 ..... ......... ; 3, 342 765 5 3 To[al 1.3325 10.5173 11.2529 0.0733 6.7188 0.0335 6.7523 1.8078 0.0312 1.8391 0.0000 6,977.390 6,977.3901 0.2993 0.00006,984.871 1 3 Mitigated Construction On -Site Total 0.0429 0.2928 2.2873 4.0600e- 5.3400e- 5.3400e- 5.3400e- 5.3400e- 0.0000 344.3475 344.3475 0.0138 0.0000 344.9 1 1 003 1 003 003 003 003 1 1 1 1 1 1 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I PM10 PM 10 I Total PM2.5 PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 ; 0.0000 ',; 0.0000 0.0000 ;�, 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 ;�, 0.0000 0.0000 ........................................,,...., Vendor 0.2679 _ .., 9.9967 ....... 3.6845 ......................... 0.0364 0.9885 ....................... 0.0113 ....................... 0.9998 ....... 0.2870 ...., 0.0108 0.2978 ........................ 0.0000 ......, 3,635 621 .., ....................... :3,635.6216i 0.2594 .. 0.0000 ....................... 13,642.106 .., 6 0 ......... Worker ........ 1.0646 -.0.5 0.5207 -....8 7.5684 -........ 0.0369 --..... 5.3905 0.0222 -...4 5.4127 -..75 1.4375 --...: 0.0204 --..... 1.4579 0.0000 -... 3,341.768 -...7-....... , 3 341.7685 0.0399 -- 0.0000 ..... ......... ; 3, 342 765 5 3 To[al 1.3325 10.5173 11.2529 0.0733 6.3790 0.0335 6.4125 1.7244 0.0312 1.7557 0.0000 6,977.390 6,977.3901 0.2993 0.00006,984.871 1 3 3.5 Building Construction - 2033 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 I PM 10 I Total PM2.5 I PM2.5 Total CO2 I ±ategory tonslyr Mityr Off Road .- 0.1342 ; 0.8133 ',; 1.6561 ; 3.1700e- 11 ; 0.0152 ',; 0.0152 ',; ',; 0.0152 ',; 0.0152 0.0000 ',; 269.4325 ; 269.4325 0.0108 0.0000 ; 269.7028 003 Total 0.1342 0.8133 1.6561 3.1700e- 0.0152 0.0152 0.0152 0.0152 0.0000 269.4325 269.4325 0.0108 0.0000 269.7028 003 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- Totale I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total I CO2 I Category tonstyr MTtyr Hauling 0.0000 0.0000 ',; 0.0000 0.0000 0.0000 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 ',; 0.0000 0.0000 ',; 0.0000 i 0.0000 0.0000 ;�, 0.0000 0.0000 ................................................................. Vendor ,_ 0.2079 ... 7.7586 ,,.,,., 2.8840 _.._. 0.0284 0.8079 ,,., 8 6900e _..,,.., 0.8165 .,,.,,. 0.2330 ...., 8.3100e- 0.2413 ._..,........................ 0.0000 2,838 099:2,838.0993 ......................... ....................... _ 0.2017 .. 0.0000 ....................... 12,843.142 .., 003 003 3 9 ......... Worker ........ �, 0.7840 -.0.3 0.3825 -....0 5.6502 -........ 0.0284 --..... 4.4492 0.0163 -...4 4.4655 -...16 1.1816 --...: 0.0150 --..... 1.1965 0.0000 -... , 2,571.639 -...6-....... , 2 571.6395 0.0291 -- 0 0000 ..... ......... ; 2, 572 368 5 0 Total 0.9919 8.1412 8.5342 0.0568 5.2571 0.0250 5.2820 1.4145 0.0233 1.4378 0.0000 5,409.738 5,409.73880.2309 0.0000 5,415.510 8 8 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road .- 0.0336 0.2291 ',; 1.7897 ; 3.1700e- 14.1800e- ',; 4.1800e- ',; ',; 4.1 BOOe- ',; 4.1 BOOB- 0.0000 ',; 269.4322 ; 269.4322 0.0108 0.0000 ; 269.7025 1 003 003 003 003 003 j 1 Total 0.0336 0.2291 1.7897 3.1700e- 4.1800e- 4.1800e- 4.1800e- 4.1800e- 0.0000 269.4322 269.4322 0.0108 0.0000 269.7025 003 j j 003 j 003 003 003 j j Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Category tonstyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 0.0000 0.0000 ..................................................................i.................................... Vendor .-0.2079 i 7.7586 '', 2.8840 ......................... 0.0284 ..... '', 0.7735 8 6900e '', 07821 '', 0.2245 ..... '', 8 3100e- '', 0.2329 0.0000 '', 2,838.099 2 838 0993, 0.2017 '', 0.0000 .. 843..14 142 ; 2,843.142 .- 003 '' 003 3 '. 9 ........................................................................................... Worker I 0 7840 0 3825 ....................... �I 5 6502 ......................... 0 0284 .... �I 4 2178 0 0163 �I 4.2 4.2341 .... 1.1247 ........: 0.0150 1.1397 ..... 0.0000 ....................:................. �I, 2,571.639 ; 2 571 6395 I 0.0291 0.0000 ; 2,572.368 5 1 0 Total 0.9919 8.1412 8.5342 0.0568 4.9912 0.0250 5.0162 1.3493 0.0233 1.3726 0.0000 5,409.73815,409.73881 0.2309 0.0000 5,415.510 8 8 3.6 Paving - 2033 Unmitiaated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr JL Off Road .- 0.0381 0.1958 ',: 0.4359 7.7000e- a : 9.0900e- ',: 9.0900e- ',: ',: 9.0900e- ',: 9.0900e- 0.0000 ' 66.2737 66.2737 '„ 3.1100e- a 0.0000 66.3513 .- 004 003 '' 003 003 003 003 ........................................g..........................i............ Pavan ''�, 0.0000 ...............i......................... ..... 0.0000 .... 0.0000 ......... 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ............ 0.0000 Total 0.0381 0.1958 0.4359 7.7000e- 9.0900e-j 9.0900e- 9.0900e- 9.0900e- 0.0000 6m'737 66.2737 3.1100e- 0.0000 66.3513 004 003 003 003 j j 003 003 Unmitigated Construction Off -Site Worker .- 8 OOOOe 3 9000e 5 7500e- 3 OOOOe 4 5300e 2 OOOOe 4.5400e 1 2000e 2 OOOOe- 1 2200e 0.0000 2.6174 2.6174 3 OOOOe- 0.0000 2.6182 .- 004 004 003 005 003 005 003 003 005 003 005 Total 8.0000e- 3.9000e- 5.7500e- 3.0000e- 4.5300e- 2.0000e- 4.5400e- 1.2000e- 2.0000e- 1.2200e- 0.0000 2.6174 2.6174 3.0000e- 0.0000 2.6182 004 004 003 005 003 005 003 003 005 003 005 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM I PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MTtyr Off Road 7.7100e- 0.0334 ',: 0.4756 7.7000e- v, : 1.0300e- ',: 1.0300e- ',: ',: 1.0300e- ',: 1.0300e- 0.0000 ',: 66.2736 66.2736 '„ 3.1100e- v, 0.0000 66.3513 .- 003 004 003 003 003 003 003 ................. g Pavan ....................................... ''�, 0.0000 ...............i.........................'' ..... 0.0000 .... 0.0000 ......... 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ............ 0.0000 Total 7.7100e- 0.0334 0.4756 7.7000e- 1.0300e- 1.0300e- 1.0300e- 1.0300e- 0.0000 66.2736 66.2736 3.1100e- 0.0000 66.3513 003 004 003 003 003 003 003 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM 10 PM 10 Total PM2.5 PM2.5 Total CO2 I Category tons/yr P0.0000 MTtyr Hauling '„ 0.0000 1 0.0000 ',: 0.0000 1 0.0000 :, 0.0000 1 0.0000 1 0.0000 1 0.0000 + 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.0000 0.0000 �', ....................... 0.0000 i. ..........'' ... �0 0000 �', 0.0000 ..... 0.0000 �', ... 0.0000 �', .00 0.0000 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0.0000 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker .- ', B.000Oe- 3.9000e ; 5.7500e- ; 3.000Oe- 4.2900e- ; 2 OOOOe ; 4.3100e 1.1400e 2.000Oe- 1.1600e- 0.0000 2.6174 2.6174 3.000Oe- 0 0.0000 2.6182 2. 004 004 003 005 003 005 003 003 005 003 005 Total 8.0000e- 3.9000e- 5.7500e- 3.0000e- 4.2900e- 2.0000e- 4.3100e- 1.1400e- 2.0000e- 1.1600e- 0.0000 2.6174 2.6174 3.0000e- 0.0000 2.6182 004 004 003 005 003 005 003 003 005 003 j j j 005 3.6 Paving - 2034 Unmitigated Construction On -Site ugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- PM10 PM10 Total PM2.5 PM2.5 Total I CO2 003 003 -- _, _ _ _ _....._ _.._.,, ... _ Paving 0 0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 0.0000 0.0000 0.0000 0 0000 0 0000 003 Unmitigated Construction Off -Site 003 ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- Total CO2 CH4 N2O CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 ±ategory tonslyr M Ityr Hauling 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 I; 0.0000 I; 0.0000 I; 0.0000 I: 0.0000 0.0000 I; 0.0000 0.0000 0.0000 0.0000 0.0000 ......... Vendor ........ '�, 0.0000 -.0.0 0.0000 -....0 0.0000 -........ 0.0000 --..... 0.0000 0.0000 -....0 0.0000 -..00 0.0000 --...: 0.0000 --..... 0.0000 i 0.0000 -.0.0 0.0000 -.... 0.0000 -....... 0.0000 -- 0.0000 ..... ......... i 0.0000 .- .- ................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker .- i 2.2700e- i 1.1000e- ''J 0.0165 i 9.00OOe- 0.0136 5.000Oe-''J 0.0136 ''J 3.6100e- ''J 4.00OOe- 3.6500e- i 0.0000 ''J 7.7388 i 7.7388 B.00OOe- 0.0000 i 7.7409 003 003 005 005 003 005 003 005 Total 2.2700e- 1.1000e- 0.0165 9.00OOe- 0.0136 5.00OOe- 0.0136 3.6100e- 4.00OOe- 3.6500e- 0.0000 7.7388 7.7388 8.00OOe- 0.0000 7.7409 003 003 005 005 003 005 003 005 Mitigated Construction On -Site ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- TotaICO2 CH4 N2O CO]PM10 I I I I PM 10 Total PM2.5 PM2.5 Total CO2 Mitigated Construction Off -Site ROG NOx CO 702 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Sio-0O2 N0 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Total CO2 Ef IHauling ton yr r '„ 0.0000 0.0000 ',: 0.0000 0.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ...... Vendor .- .- ...........i............ „ 0.0000 0.0000 ...............i. 0.0000 ... .......... 00000', 0.0000 ..... 0.0000 ... 0.0000 ..... 0.0000 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0 0000 ....................................................................................................0....................9.........................0....................5........................0.........................................................................3.........................0...................................................................................................0......................................... Worker 2.2700e- 1.1000e 0.0165 9.000Oe- 0.0129 5 OOOOe 0.0129 3.4300e 4.000Oe- 3.4800e- 0 0000 7.7388 7.7388 8.000Oe- 0.0000 7.7409 003 003 005 005 003 005 003 005 Total 2.27OOe- 1.1000e- 0.0165 9.000Oe- 0.0129 5.000Oe- 0.0129 3.43OOe- 4.000Oe- 3.48OOe- 0.0000 7.7388 7.7388 8.000Oe- 0.0000 7.7409 003 003 005 005 003 005 003 005 3.7 Architectural Coating - 2034 Unmitigated Construction On -Site Total 6.0653 0.0407 0.0854 1.4000e- 9.6000e- 9.6000e- 9.6000e- 9.6000e- 0.0000 12.1280 12.1280 4.9000e- 0.0000 12.1402 1 1 004 1 004 004 004 004 1 1 1 004 1 1 1 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I I PM10 I PM 10 I Total I PM2.5 I PM2.5 Total CO2 I I I Category tons/yr P0.0000 MTtyr Hauling '„ 0.0000 0.0000 ',: 0.0000 0.0000 :, 0.0000 0.0000 ',: 0.0000 ',: 0.0000 '+ 0.0000 0.0000 11 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 1 0.0000 ................. Vendor .- ...........i......................... „ 0.0000 0.0000 �', ....................... 0.0000 ... i. ..........'' �0 0000 �', 0.0000 ..... 0.0000 �', ... 0.0000 �', .00 0.0000 ........: 0.0000 0.0000 ..... 0.0000 ....................:..... 0.0000 0.0000 „ 0.0000 0.0000 0.0000 ......................................................................................................................................................................................................................................................................................................................................................................................................................................................... Worker ..,,, 0.0688 0.0335 0.4999 2.5900e- 0.4125 1 4200e 0.4139 0.1095 1.3000e- 0.1108 0.0000 234.9633 234.9633 2.5200e- 0 0.0000 235.0263 003 003 003 003 Total 0.0688 0.0335 0.4999 2.5900e- 0.4125 1.4200e- 0.4139 0.1095 1.3000e- 0.1108 0.0000 234.9633 234.9633 2.5200e- 0.0000 235.0263 003 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I PM10 PM 10 I Total PM2.5 I PM2.5 Total CO2 I Category tons/yr MTtyr Archit Coating 6.0591 0.0000 ',: 0.0000 ',: ',: 0.0000 + 0.0000 0.0000 ',: 0.0000 1 0.0000 '„ 0.0000 :, 0.0000 0.0000 ................. Off Road .- ...............i......................... „ 1 4100e 6 1200e', ....................... 0.0870 i..... ...........'' ... 1 4000e', ..... 1 9000e', ... 1.9000e',', ......... ..... ..: 1 9000e-', 1 9000e ..... 0.0000 ............:. 12.1279 .... ..... ... .... .. .. 12.1279 „ 4 9000e-', 0.0000 ..... 2140202 12.1402 003 003 004 004 004 004 004 004 Total 6.0605 6.1200e- 0.0870 1.4000e- 1.9000e- 1.9000e- 1.9000e- 1.9000e- 0.0000 12.1279 12.1279 4.9000e- 0.0000 12.1402 003 004 004 004 004 004 004 Mitigated Construction Off -Site PM1 ugitive PM10e I Exhaust 10 I Tota01 I PM2.5 I PM2St I PM2.5 IBio-G02I CO2 Worker 0.0688 i 0.0335 "1 0.4999 i 2.5900e- I. 0.3910 1.4200e- "1 0.3924 "1 0.1043 "1 1.3000e- "1 0.1056 i 0.0000 "1 234.9633 i 234.9633 "i 2.5200e- I. 0.0000 i 235.0263 003 003 003 003 Total 0.0688 0.0335 0.4999 2.5900e- 0.3910 1.4200e- 0.3924 0.1043 1.3000e- 0.1056 0.0000 234.9633 234.9633 2.5200e- 0.0000 1 235.0263 003 003 003 003 3.7 Architectural Coating - 2035 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e PM10 PM 10 Total PM2.5 PM2.5 Total CO2 Category tons/yr mom MThjr Archit Coating 7.9725 0.0000 ',1 0.0000 ',: ',: 0.0000 '+ 0.0000 0.0000 ',: 0.0000 0.0000 '„ 0.0000 :, 0.0000 : 0.0000 ................. Off Road .- ...............i............ „ 7 3700e 0.0474 ...............i..... 0.1121 ........... 1 9000e- 6 2000e- 6.2000e- ......... ..... 6 2000e- 6 2000e 0.0000 15.9578 .... 15.9578 „ 5 9000e- 0.0000 15.9726 003 004 004 004 004 004 004 Total 7.9798 0.0474 0.1121 1.9000e- 6.2000e- 6.2000e- 6.2000e- 6.2000e- 0.0000 15.9578 15.9578 5.9000e- 0.0000 15.9726 004 004 004 004 004 004 Unmitigated Construction Off -Site ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 CO2e Category tonstyr MTtyr Mitigated Construction On -Site PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 Off Road 1 8600e 18 0500e 0.1145 1 9000e : 2 5000e : 2.5000e 2.5000e- 2 5000e 1 0.0000 15.9578 1 15.9578 5.9000e- 0.0000 15.9726 I 003 003 004 004 004 004 004 004 003 1 1 004 1 1 004 1 004 1 1 004 1 004 Mitigated Construction Off -Site 004 Total 0.0862 0.0421 0.6313 3.3700e- 0.5145 1.7500e- 0.5162 0.1372 1.6100e- 0.1388 0.0000 305.3231 305.3231 3.1200e- 0.0000 305.4012 1 1 003 1 1 003 1 1 1 003 1 1 1 1 1 003 1 1 1 CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - Existing - Orange County, Annual Main Place - Existing Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Climate Zone 8 Wind Speed (m/s) 2.2 Utility Company Southern California Edison CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - Land Use - Construction Phase - existing operational run only Vehicle Trips - trip rate per traffic study Water Mitigation - Waste Mitigation - Precipitation Freq (Days) 30 Operational Year 2020 N20 Intensity 0.006 (I b/MWhr) Date: 3/1/2019 8:29 AM 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational Mitigated Operational 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio- Total CO2 CH4 N20 CO2e I I PM10 PM10 I Total PM2.5 PM2.5 Total CO2 I I I Category tons/yr MThjr Mitigated , 8.8013 35.5933 1;101.2509; 0.3369 28.7646 0.3467 I; 29.11131; 7.7032 I; 0.3252 I: 8.0284 0.0000 I; 31,007.63:31,007.631, 1.4083 0.0000 ;31,042.83 14 4 97 ......... Unmitigated ........-.......-.......-........--..... 8.8013 35.5933 101.2509 , 0.3369 28.7646 0.3467 -....... 29.1113 -....... 7.7032 --...: 0.3252 --..... 8.0284 -....... 0.0000 31,007.63 -....... , 31 007.631 -....... 1.4083 --..... ......... 0.0000 ; 31 042.83 14 4 97 4.2 Trip Summary Information 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- H-S or C-C H-O or C-NW Primary Diverted Pass -by Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 1 19.00 54 35 11 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy PMugitiv10e I EPM10 xhaust I TotaPM101 I PM25 I PM2Sugitive t I Tot 5 IBio-GO2I NBio- CO2 Mitigated .............................................................................. Eleanorry00000 ........................................' ..... .............., 0.0000 Unmitigated NaturalGas 00122 i 0.1108 0.0931 i 6.6000e- 84200e 8.4200e- Mitigated 004 003 003 NaturalGasi ....... i ..... i .', 00122 i 01108 '', 00931 i 66000e '', ..... 84200e '', ........ 8.4200e- Unmitigated 004 003 003 5.2 Energy by Land Use - NaturalGas Unmitiaated 9 3 ..................... 0.0000 0.0000 ..... 0.0000 ....................................... 4,118 882 ;4 118 8829 I .........'' 0.1701 0.0352 ................ ; 4,133 618 9 3 8.4200e- 8 4200e i 0.0000 120 6022 i 120.6022 2.3100e- 2 2100e i 121.3189 003 003 003 003 ', ....... 8 4200e- '', 8 4200e i ..... 0.0000 .... '', 120 6022 i......................... 120 6022 ....................... 2 3100e- „ 2 2100e ....................... i 121 3189 003 003 003 003 NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio-CO2 Total CO2 CH4 N2O CO2e s Use PM10 PM10 Total PM2.5 PM 2.5 Total Land Use kBTUtyr tons/yr MTtyr Regional 2.26e+006 0.0122 0.1108 0.0931 ; 6 6000e I 18.4200e- 18.4200e I ; 8.4200e- 8.4200e- 0.0000 120.6022 ; 120.6022 ; 2 3100e ; 2.2100e- 121.3189 Shopping Center ';I 004 003 1 003 003 003 1 1 003 003 1 12.2100e- Total 0.0122 0.1108 0.0931 6.6000e- 8.4200e- 8.4200e- 8.4200e- 8.4200e- 0.0000 120.6022 120.6022 2.3100e- 121.3189 004 003 003 003 003 003 003 Mitigated atura a x Fugitive Exhaust Fugitive Exhaust io- io- ota e s Use PM10 PM10 Total PM2.5 PM 2.5 Total Land Use kBTUtyr tons/yr MTtyr Regional 2.26e+006 0.0122 ; 0.1108 0.0931 ; 6 6000e I 18.4200e- 18.4200e I ; 8.4200e- 8.4200e- 0.0000 120.6022 ; 120.6022 ; 2 3100e 2.2100e- ; 121.3189 Shopping Center I'', 004 003 003 003 003 003 003 Total 0.0122 0.1108 0.0931 6.6000e- 8.4200e- 8.4200e- 8.4200e- 8.4200e- 0.0000 120.6022 120.6022 2.3100e- 2.2100e- 121.3189 004 003 003 003 003 003 003 5.3 Energy by Land Use - Electricity Unmitigated Electricity Total CO2 CH4 N2O CO2e Use I I Land Use kWhtyr MTtyr Regional 1.29272e+1,4,118.8829; 0.1701 0.0352 4,133.618 Shopping Center I'', 007 3 Total 4,118.8829 0.1701 0.0352 4,133.618 1 3 Mitigated Electricity Total CO2 CH4 N2O CO2e Use I I Land Use kWhhjr MThjr Regional 1.29272e+1,4,118.88291 0.1701 0.0352 4,133.618 Shopping Center I'', 007 3 Total 4,118.8829 0.1701 0.0352 4,133.618 1 3 6.0 Area Detail 6.1 Mitigation Measures Area 004 Unmitigated 46084 1.3000e 0.0145 004 6.2 Area by SubCategory PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 005 1 005 005 005 005 ......................... _ ....... 0.0000 5 OOOOe 5.00OOe- 5.00OOe- , 5 OOOOe- '', 0.0000 0.0280 0.0280 8.00OOe- ; 0.0000 0.0299 005 005 005 005 005 Unmitigated Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Use Water Efficient Irrigation System 7.2 Water by Land Use Unmitigated Indoor/Out Total CO2 CH4 door Use N2O CO2e Land Use Mgal MThjr Regional Shopping Center 83.7019 / ;; 555.4152 2.7493 i 51.3012 ii 0.0689 644.6842 Total 555.4152 2.7493 0.0689 644.6842 Mitigated Indoor/Out Total CO2 CH4 door Use I N20 CO2e Land Use Mgal MThjr mmmTegiona Shopping Center 48.1718 Total 469.5746 2.2005 j 0.0554 j 541.0801 8.0 Waste Detail 8.1 Mitigation Measures Waste Institute Recycling and Composting Services CategorVNear 8.2 Waste by Land Use Unmitigated Waste Total CO2 CH4 Disposed N20 CO2e Land Use tons MThjr Regional Shopping Center 1186.5 ;; 240.8488 14.2338 ; 0.0000 596.6927 Total 240.8488 14.2338 0.0000 596.6927 Mitigated Waste Total CO2 CH4 Disposed I N20 CO2e Land Use tons MThjr Regional Shopping Center 593.25 ;; 120.4244 7.1169 i ; 0.0000 298.3463 Total 120.4244 7.1169 0.0000 298.3463 9.0 Operational Offroad Equipment Type Number Hours/Day DaysKear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day HoursKear Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat InputKear Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - 1983 Approved - Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) Climate Zone 8 Utility Company Southern California Edison Main Place - 1983 Approved Orange County, Annual 2.2 CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Project Characteristics - Land Use - 1983 EIR Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. Mobile Land Use Mitigation - Precipitation Freq (Days) 30 Operational Year 2020 N20 Intensity 0.006 (I b/MWhr) Date: 1/8/20191:11 PM 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational Mitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-0O2 NBio-CO2 Total CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 I Percent 5.12 16.55 22.19 27.66 30.00 20.36 29.85 30.00 20.06 29.47 0.00 21.37 21.17 1.21 0.00 20.81 Reduction 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT General Office Building 12,960.00 3,690.00 1575.00 32,244,523 22,571,166 ........................................................Hotel.....................................................................8.904.00......................9 828.00....................7140 �00.....................................20 960.127........................................................14 672089............................. ........ ......... ......... Regional Shopping Center _ .... 53 584 00 ., ......., 79 952.00 ........, 40384 00 _ _....., ....., ........, .. 119 962,449 83,973,714 Total 75,448.00 93,470.00 49,0997 173,167,099 121,216,969 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C H-S or C-C H-O or C-NW Diverted Pass -by General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 1 4 Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4 .........-........ ......... Regional Shopping Center -........ 16.60 -........ 8.40 -....... 6.90 -....... 16.30 -....... 64.70 -........ ..-....... 19.00 54 :... .......... 35 -....... ......... 11 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ugitive I Exhaust I PM10 Fugitive I Exhaust PM2.5 Bio-CO2 NBio- PM10 PM10 Total PM2.5 PM2.5 Total CO2 .... .. Mitigated ' 37 7 .. 51 ................. ry.....................................................i......................... Electra i i ..... .... ......... ........: ..... .......38.......!..........38. 0.0000 �', 0.0000 �', �', 0.0000 �', 0.0000 0.0000 �', 16,838.82 82 16 838 823 �', 0.6952 �', 0.1438 ; 16�899 O6 Unmitigated 37 7 '. 51 ...................................................................i ....... i NaturalGas 0.3682 3.3473 2.8117 0.0201 ..... ....... ....... ......; ..... ..� .......' 0.2544 0.2544I„ 0.2544 0.2544 1 0.0000 13,643.947 3 643 9477 0.0698 ..... 3,665 601 : 0.0668 13,665.601 Mitigated 7 8 NaturalGas 0.3682 i 3.3473 2.8117 i 0.0201 0.2544 0.2544 0.2544 0.2544 i 0.0000 3,643.947 i 3,643.9477 0.0698 0.0668 3,665.601 Unmitigated 7 8 5.2 Energy by Land Use - NaturalGas Unmitiaated NaturalGa ROG I NOx CO I SO2 I Fugitive I Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio-0O2 TotalCO2 CH4 I N2O I CO2e s Use PM10 PM10 Total PM2.5 PM 2.5 Total Land Use kBTU/yr tons/yr MTtyr General Office 1.371 a+00', 0.0739 ; 0.6721 0.5645 40300e- i 0.0511 ; 0.0511 0.0511 0.0511 0.0000 731.6178 ; 731.61781 0.0140 0.0134 ; 735.9655 .. .. Building 7 003 ..................................i .. ......._........................ i .. ' Hotel 5.1375e+O,j 0.2770 2.5184 ;j 2.1154 0.0151 0.1914 0.1914 0.1914 d 0.1914 0.0000I„ 2,741.5657 2,741.565 0.0526 0.0503 ;2,757.857 07 7 4 Regional 3.2e+006 0.0173 0.1569 0.1318 9 4000e 0.0119 0.0119 i 0.0119 0.0119 0.0000 170.7642 170 7642 3 2700e 3 1300e 171.7790 Shopping Center ';'', 004 003 003 Total 0.3682 3.3473 2.8117 0.0201 0.2544 0.2544 0.2544 0.2544 1 0.0000 13,643.947713,643.9471 0.0698 0.0668 3,665.601 7 8 Mitigated NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e s Use I I PM10 I PM10 I Total PM2.5 I PM 2.5 I Total 1 5.3Energy byLand Use ^Electricity Unmiticiated Use Lan se r MTtyr General Office 2.0985e+0]6,686.2706:: 0.2760 0.0571 6,710.190 Building 07 Shopping Center 07 Mitigated RegH 304e+01'' 5,832.0466 0.2406 I'', 0.0498 5, 852.910 Shoppin07 9 16,838.823 0.6952 0.1438 16,899.06 7 51 6.0 Area Detail 6.1 Mitigation Measures Area 6.2 Area by SubCategory Unmitigated PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 Coating Products Landscaping i 5 2000e 5.1000e i 0.0552 0.0000 2 OOOOe- 2.0000e- i i 2.000Oe- 2 OOOOe- 0.0000 i 0.1067 0.1067 i 2.9000e- : 0.0000 0.1139 .. .. 003 004 004 004 004 004 004 004 1 1 1 1 004 1 004 1 1 004 1 004 1 1 1 1 004 Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water 7.2 Water by Land Use Unmitigated Mitigated Indoor/Out TotaICO2 CH4 N20 CO2e door Use I I Land Use I Mgal I MTtyr General Office 266.601 ::1,769.0630 8.7567 0.2195 2,053.395 Building 163.4 i 7 Hotel 30.4401 147.9190 0.9976 i 0.0246 180.1903 3.38224 it ................................................. Regional I 118.516 T'a ............................................................... 786.4285 3.8928 : 0.0,979 912.8273-" Shopping Center 72.6389 a Total 2,703.4106 13.6471 0.3417 3,146.413 3 8.0 Waste Detail 8.1 Mitigation Measures Waste CategorVNear 8.2 Waste by Land Use Unmitiaated Total CO2 CH4 N2O CO2e Disposed I I EanWaste eGeneral tons MThjr GOffice 1395 :: 283.1724 16.7350 : 0.0000 a 701.5476 Building ................ .......................... Hotel i............................................................................. 657 ii 133.3651 7.8817 ...................::.................. i...... i 0.0000 330.4063 ..........................................i.........................ii.............................................i.........................i....................... Regional 1680 341.0248 20.1540 0.0000 ';', 844.8746 Shopping Center i Total 757.5623 44.7707 0.0000 1,876.828 5 Mitigated Waste I Total CO2 CH4 N2O CO2e Disposed 9.0 Operational Offroad Equipment Type Number Hours/Day DaysKear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumos and Emeraencv Generators Equipment Type I Number I Hours/Day I HoursKear I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat InputKear Boiler Rating Fuel Type MI User Defined Equipment Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - TTM 99-152 - Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) Climate Zone 8 Utility Company Southern California Edison Main Place - TTM 99-162 Orange County, Annual 2.2 CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Precipitation Freq (Days) 30 Operational Year 2020 N20 Intensity 0.006 (I b/MWhr) Date: 1/8/2019 2:58 PM Project Characteristics - Entitlements approved in 2000 Land Use - Existing development plus entitlements approved per TTM 99-152. Note the 2000 staff report equates 400 hotel rooms to 500,000 square Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. Consumer Products - Landscape Equipment - Energy Use - Mobile Land Use Mitigation - Area Mitigation - Water Mitigation - Waste Mitigation - 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational Mitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exha PM2.6 Bio-0O2 NBio-0O2 Total CH4 N20 CO2e PM10 PM10 Total I PM2.6 PM201 Total I CO2 Percent 6.89 21.24 28.06 36.09 37.62 28.66 37.49 37.62 28.31 37.17 46.21 28.02 28.19 41.41 13.42 28.38 Reduction I I I I I I 1 1 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity ROG I NOx CO I S02 Fugitive PM10 I Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 I NBio- CO2 Total CO2 CH4 I N20 I CO2e Category tons/yr MThjr Mitigated '„ 14.3362 53.2024 ',:140.9255: 0.4285 35.6229 0.4511 ',: 36.0740 ',: 9.5399 ',: 0.4228 ',: 9.9627 0.0000 ',: 39,451.37 :39,451.377:: 1.9196 0.0000 39,499.36 71 1 72 Unmitigated ..........................i .... i ..... 16.4686 i 67.9951 '':196.4642 0.6655 57.1022 0.6820 ... 57.7842 .... 15.2920 ......; 0.6397 15.9317 ..... 0.0000 61,248.37 61 248 372: 2.7445 0.0000 : 61 316.98 29 9 62 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual' Annual VMT General Office Building 13,125.00 13,125.00 1575.00 36,966,265 23,061,226 Hotel 3 004.00 3 004.00 2380.00 6,955,348 4,339,060 ..............................R�...ionahSho......�....Center........................................51,179.01 9 Shopping ...................51....79..� ...................38093.72..................................106.649 144......................................................66.532 556............................. Total 67,308.01 67,308.01 42,048.72 1 150,570,756 93,932,843 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-CI H-O or C-NW H-W or C- H-S or C-C H-O or C-NW I P ry I Diverted I Pass -by General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 ..................................Hotel.............................................16 �60....................._8.40......................_fi .90...................19 �40................61 �60...................__1-9.0...........................58_.............................38_.......................................4......................... ................................................................................................................................................................................ Regional Shopping Center 16 60 8.40 6.90 ........ 16.30 ........................................ 64.70 ......... 19.00 54 .................................... 35 ............... 11 4.4 Fleet Mix 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG Nov CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- Total CO2 CH4 N2O CO2e PM10 PM10 Total PM2.5 PM2.5 Total CO2 Category tons/yr MThjr Electricity 0.0000 ',; 0.0000 ',; ',; 0.0000 ',; 0.0000 0.0000 ',; 13,627.71 it 3,627.717, 0.5626 ;�, 0.1164 113,676.47 Mitigated 78 8 '. 14 ..................................................................i Electricity ....... i ..... 0.0000 ..... 0.0000I. ....... 0.0000 0.0000 0.0000 13,627.71 13 627 717 0.5626 0.1164 ; 13 676.47 Unmitigated 78 8 14 ......... NaturalGas ................................................... ................................................... 0.1825 1.6595 1.3940 9 9600e- ........................... ... 0.1261 -....... 0.1261 -....... --...: 0.1261 --..... 0.1261 0.0000 -.......-....... 1,806 552 1 806.5522 -....... 0.0346 -- 0.0331 ..... ......... : 1,817 287 Mitigated 003 2 7 ................. NaturalGas ...................................... ................. .............. ... '', 0.1825 1.6595 ''�, 1.3940 � 9 9600e ..... ''�, 0.1261 ''�, . 1 0.1261 ''�, ......... ........: ''�, 0.1261 ''�, 0.1261 ..... 0.0000 ''�, ...................!........06..... 1,806.552 1 806 5522'', 0.0346 0.0331 ; 1, 817 287 Unmitigated 003 2 7 5.2 Energy by Land Use - NaturalGas Unmitigated RegH 1851e .,.. +, .- 0.0163 0.1480 ';I 0.1243 8.9000e- 0.0113 0.0113 0.0113 ';I 0.0113 0.0000 1161.0792 161.0792 3.0900e- 2.9500e- 162.0364 Shoppin006 004 1 003 003 0.1826 1.6595 1.3940 9.9600e- 0.1261 0.1261 0.1261 0.1261 0.0000 0.0346 0.0331 1,817.287 003 11,806.552211,806.552 2 7 Mitigated NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e s Use I I PM I PIV Total I PM2.5 I PM2.5 Total I I Land Use kBTUtyr tons/yr MTtyr General Office :', 1.371 a+00:',,, .- 0.0739 0.6721 :', 0.5645 1 4.0300e- : 0.0511 0.0511 : 0.0511 :', 0.0511 0.0000 '„ 731.R17A : 731.6178: 0.0140 : 0.0134 : 735.9655 Building .- 7 003 ..... ........ .... Hotel !.... + ''�, 1.7125e 0 ..0.................:.....0.......9 0.0923 i 0.8395 0.7052 5.0400e .............. i 0.0638 i 0.0638 ............... i i 0.0638 0.0638 i 0.0000 913.8552 913.8552 0.0175 0.0168 . 919.2858 .- .- 07 '' 003 ........................................'':....... Regional ;�, 3.01851 e+ ........................................ 0.0163 0.1480 .................................................. ;�, 0.1243 8 9000e ... .....:..............:.........................:. 0 0113 0 0113 .... .....: ............... 0 0113 ..........................: 0 �', 0 0113 0.0000 161.0792 161 0792 3 0900e 2 9500e 162 0364 Shopping Center I'', 006 004 1 003 003 To[al 0.1826 1.6595 1.3940 9.9600e- 0.1261 0.1261 0.1261 0.1261 0.0000 0.0346 0.0331 1,817,287 0031 F 11,806.552211,806.5521 2 7 5.3 Energy by Land Use - Electricity Unmitigated EdkWhty Total CO2 CH4 N2O CO2e Land Use MThjr General Office :', 2.0985e+0:',j 6,686.2706: 0.2760 :', 0.0571 ;6,710.190 Building 07 9 i........................I......................._.............................................._....................... Hotel ::4.52e+006:::1,440.1688 0.0595 '', 0.0123 1,445.321 1 ................................................................ Regional 1.72659e+;, I...................... 5,501.2784 i....................... i......................... 0.2271 I'', 0.0470 i....................... 5,520.959 Shopping Center ';I 007 4 Total 13,627.7171 0.5626 0.1164 13,676.47 8 14 Mitigated Electricity Total CO2 CH4 N20 CO2e Use 1 Land Use kVVhtyr M tyr 60 General Office 2.0985e+0:::: 6,686.2706: 0.2760 0.0571 :6,710.190 Building 07 9 ................... m - .................................................. ................................................. Hotel 4.52e+0061,440.1688: 0.0595 0.0123 :1,445.321 ........................................ ........................ ......................... ....................... ......................... ....................... Regional 1.72659e+::::: 5,501.2784: 0.2271 0.0470 5,520.959 Shopping Center 007 4 113,627.7171 0.5626 j 0.1164 j 13,676.471 8 14 6.0 Area Detail 6.1 Mitigation Measures Area 6.2 Area by SubCategory Unmitigated Coating i..................., ............................................................................................................ Consumer ;; 12.680711 Products Landscaping i 41200e 4.000Oe i 0.0438 0.0000 003 004 Total 14.3114 4.000Oe- 0.0438 0.0000 004 Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 1.6000e- 11.6000e- i i 1.6000e- : 1.6000e- ", 0.0000 i 0.0846 ", 0.0846 i 2.3000e- : 0.0000 I, 0.0903 004 004 004 004 004 1.6000e- 1.6000e- 1.6000e- 1.6000e- rT970.0846 0.0846 2.3000e- 0.0000 0.0903 004 1 004 004 004 004 Install Low Flow Shower Turf Reduction Use Water Efficient Irrigation System 7.2Water bwLand Use door Use Building 7 Hotel H Regional Shopping Center 68.5193 a Mitigated Indoor/Out Total CO2 CH4 N20 CO2e door Use Land Use Mgal MThjr enera ce Building 153.433 i......................... 3 .......................................... Hotel ......................... 8.11737 / ;; .................................................. 39.9998 ::...................... 0.2661 6.5700e- ';I 48.6075 i 1.05864 ii 003 Regional i 89 4358 / i 627.1771 2.9390 i 0.0736 722 6820 Shopping Center 64.3396 II Total 2,162.8275 10.2137 0.2568 2,494.693 j 8 8.0 Waste Detail 8.1 Mitigation Measures Waste Institute Recycling and Composting Services CategorVNear 8.2 Waste by Land Use Unmitigated Disposed Building Regional i 1584.72 ii 321.6838 19.0110 i 0.0000 t, 796.9581 Shopping Center , Mitigated Waste Disposed Total CO2 CH4 I N20 I CO2e Land Use tons General Office 697.5 :: 141.5862 8.3675 0.0000 a 350.7738 Building i............................................................................. i...... ................ .......................... Hotel 109.5 22.2275 1.3136 ...................::...................... 0.0000 ';', 55.0677 .......................................... Regional ......................... 792 36 160 8419 ........, 9 5055 ..a 0 0000 Shopping Center Total 324.6556 19.1866 0.0000 9.0 Operational Offroad Equipment Type Number Hours/Day DaysKear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumos and Emeraencv Generators Equipment Type I Number I Hours/Day I HoursKear I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat InputKear Boiler Rating Fuel Type MI User Defined Equipment Equipment Type Number 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Main Place - 1,900 DU - Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) Climate Zone 8 Utility Company Southern California Edison 2.2 Main Place - 1,900 DU Orange County, Annual CO2 Intensity 702.44 CH4 Intensity 0.029 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data Precipitation Freq (Days) 30 Operational Year 2020 N20 Intensity 0.006 (I b/MWhr) Date: 3/1/2019 4:53 PM Project Characteristics - Land Use - Existing entitlements plus proposed. Hotel square footage based on assumption proprotional to what was used in TM99-152. Construction Phase - Operational only run. Vehicle Trips - Trip rates per traffic study. Includes trip capture Woodstoves - No wood burning fireplaces per SCAQMD Rule 445. No fireplaces proposed for this project. Consumer Products - Area Coating - Landscape Equipment - Project landscaped areas would be limited. No lawns, drought tolerant. Energy Use - Water And Wastewater - Solid Waste - Mobile Land Use Mitigation - Mobile Commute Mitigation - Area Mitigation - Water Mitigation - no lawns proposed Waste Mitigation - 2.0 Emissions Summary 2.2 Overall Operational Unmitigated Operational Mitigated Operational Total 31.9164 1 47.8773 129.1868 1 0.3499 1 27.3240 1 0.6126 1 27.9365 1 7.3174 1 0.5901 1 7.9075 1 425.0720 1 48,082.75 11 48,507.823 2 31.4575 1 0.4028 1 49,414 228 46 ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio-CO2 Total CO2 CH4 I N20 CO2e Percent Reduction 7.82 28.18 35.32 46.24 49.96 32.37 49.67 49.96 31.82 48.95 45.47 36.80 36.88 42.27 12.91 36.93 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Increase Diversity ROG I NOx CO I S02 I Fugitive PM10 I Exhaust PM10 I PM10 Total I Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio-0O2 NBio- CO2 Total CO2 CH4 N20 I CO2e Category tons/yr MTtyr Mitigated 12.6854 45.2918 ',; 115.72921 0.3342 11 27.3240 ; 0.3567 1; 27.6806 1; 7.3174 ',; 0.3342 ',; 7.6516 0.0000 ',; 30, 776.84 30,776.842, 1.5587 0.0000 130,815.80 20 0 82 ..................................................................i Unmitigated 15.3938 64.0798 ....... 186.2683 i 0.6353 ..... 54.6045 0.6499 ....... 55.2544 ....... 14.6231 0.6096 15.2328 0.0000 58,460 96 58 460 961 :I 2.6064 0.0000 ; 58 526.12 13 3 OB 4.2 Trip Summary Information I Total 1 61,053.00 1 56,853.00 49,637.50 1 143,984,720 172,049,543 4.3 Trip Type Information I Miles I Trip % Trip Purpose % Land Use H-W or C-' w7H-s or 7-7 ' H-U or U-NW H-W or C- H-S or C-C I H-0 or C- NW Diverted I I Pass -by Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 N N N 86 11 3 ............ dW General Office Building ........................ 16.60 ................................. 8.40 .................................... 6.90 ............................. 33.00 ............................... 48.00 ...................................... it ...................................... N 19.00 N N N 77 .................................... ....................................................... 19 4 ................................................................................. Hotel .................................... 16.60 ................................. 8.40 .................................... 6.90 ............................. 19.40 ............................... 61.60 ...................................... it ...................................... N 19.00 N N 58 .................................... ....................................................... 38 4 ...... . ... Regional Shopping Center 16.60 8.40 6.90 16.30 t 64.70 19.00 N N N N 54 35 .............................. 11 4.4 Fleet Mix 6.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy 5.2 Energy by Land Use - NaturalGas Unmitiaated NaturalGa ROG NOx I CO I SO2 I Fugitive Exhaust I PM10 I Fugitive Exhaust I PM2.5 Bio-CO2 NBio-CO2 1 Total CO2 CH4 I N2O I CO2e s Use PM10 PIV Total PM2.5 PM 2.5 Total Land Use kBTUtyr tons/yr MTtyr Apartments Mid ;', 2.17122e+, 0.1171 1.0005 L, 0.4257 63900e 0.0809 ; 0.0809 0.0809 ;', 0.0809 0.0000 1,158.6443; 1,158.644' 00222 0.0212 ;1,165.529 Rise 007 003 3 5 ......... ......... i .. ......._i i General Office :�, 6.855e+00. 0.0370 0.3360 0.2823 2.0200e- : 0.0255 0.0255 0.0255 d 0.0255 0.0000 365.8089 ; 365.8089 ; 7.0100e- : 6.7100e- : 367.9827 .. .. Building 6 003 003 003 Hotel 1.98924e+ 0.1073 0.9751 0.8191 5 8500e 0.0741 0.0741 i 0.0741 0.0741 0.0000 1,061.5342 1 061 534 0.0204 0.0195 1,067 842 007 003 2 4 ........................................'':................................................................................................. ............... ........:.....0.................:.....0.................:..... Regional 2.8e+006 ,j 0.0151 0.1373 ;, 0.1153 8.2000e 0.0104 � 0.0104 0.0104 ;j 0�0104 � 0.0000 ''�i 149�4187 149.4187 2�B600e .� 27400e .��150�3066 Shopping Center ';I 004 003 003 Total 0.2764 2.4489 1.6424 0.0151 0.1910 0.1910 0.1910 0.1910 1 0.0000 12,735.406112,735.4061 0.0524 0.0502 2,751.661 1 2 Mitigated NaturalGa ROG NOx CO SO2 Fugitive Exhaust PM10 Fugitive Exhaust PM 2.5 Bio-CO2 NBio-CO2 TotalCO2 CH4 N2O CO2e s Use I I I PM10 PM10 Total PM2.5 PM2.5 Total Land Use kBTUtyr tons/yr MTtyr 0.0000 I„ 1,158.6443:1,158.644; 0.0222 0.0212 1, 165.529 0.0809 0.0809 Apartments Mid 2.17122e+;',:::: 0.1171 1.0005 0.4257 6.3900e-; 0.0809 0.0809 Rise .. 007 003 3 5 General Office 6.855e+00 0.0370 i 0.3360 0.2823 . 2.0200e- i 0.0255 i 0.0255 i 0.0255 0.0255 i 0.0000 365.8089 i 365.8089 . 7.0100e- 6.7100e- 367.9827 Building .. 6 003 003 003 Hotel ''�, 1.98924e+�, 0.1073 i 0.9751 ''�, 0.8191 : 5 BSOOe i 0.0741 � 0.0741 i i 0.0741 ''�, 0.0741 i 0.0000 ....... i 1 061.5342 1 061 534 0.0204 0 0195 , 1,067 842 007 ' 003 2 4 ........................................'.... Regional ... + 2.8e 006 ,j ......................:.................. 0.0151 0.1373 .........;........................... 0.1153 8.2000e .............. 0.0104 0.0104 ............... 0.0104 ', 0.0104 0.0000 149.4187 149.4187 ... 2.8600e ... 2.7400e 150.3066 Shopping Center 004 003 003 Total 0.2764 2.4489 1.6424 0.0151 0.1910 0.1910 0.1910 0.1910 0.0000 2,735.4061 2,735.406 0.0524 0.0502 2,751.661 1 1 1 1 1 1 1 1 2 5.3 Energy by Land Use - Electricity Unmitiaated HVVhtyr Total CO2 CH4 N2O CO2e La:nd:Use MThjr Apartments Mid 7.55307e+, 2,406.5699: 0.0994 0.0206 2,415.179 Rise 006 5 General Office 1.04925e+ 3,3431353 01380 002863355.095 Building 007 5 ........................................ :......................... il......................... i....................... i.........................i....................... Hotel :,5.25043e+,j 1,672.9001 0.0691 0.0143 1, 678.885 006 0 ........................................ ........................ il......................... ....................... i.........................i....................... Regional i, 1.6016e+01,j 5,103.0407; 0.2107 I'', 0.0436 5,121.297 Shopping Center I'', 07 0 Total 12,525.646 0.5177070 12,570.45 1 69 Mitigated Electricity Total CO2 CH4 N2O CO2e Use Land Use kWhhjr MThjr Apartments Mid a7.55307e+. 2,406.5699: 0.0994 0.0206 ;2,415.179 Rise 006 5 i........................i.......43..........._i.......................i.....0................_i........55.....95 General Office ''�, 1.04925e+�, 3,343.1353 0.1380 ''�, 0.0286 3,355.095 Building 007 5 ........................................: ........................ I............................................... i......................... i....................... Hotel ", 5.25043e+,j 1,672.9001 0.0691 I'', 0.0143 1,678.885 006 0 ,,,,,,. ...... .... Regional 1.6016e+0 5,1030407; 0.2107 0.0436 ;5,121.297 Shopping Center ';'', 07 0 Total 12,525.6461 0.5171 0.1070 12,570.45 1 69 6.0 Area Detail 6.1 Mitigation Measures Area No Hearths Installed 6.2 Area by SubCategory Unmitigated PM10 I PM10 I Total I PM2.5 I PM2.5 I Total I I CO2 Coating Products Hearth .I 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 i i 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 i 0.0000 0.0000 004 Mitigated 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower Turf Reduction Total CO2 I CH4 I N20 CO2e 7.2 Water by Land Use Unmiticiated Indoor/Out Total CO2 CH4 N20 CO2e door Use I I Land Use I Mgal MTtyr Apartments Mid 123.793/ 829.1247 4.0664 0.1020 961.1785 Rise 78.0432 H General Office i 1333/ i 884.5315 4.3784 i 0.1098 :1,026.697 Building 81.7002 ii 8 ................ ............... Hotel .............................................................. i 10.1467/ H 49.3063 0.3325 ......................... i 8.2000e- ....................... 60.0635 1.12741 003 .......................................... Regional ......................... 103.702 ................................................. H 688.1250 3.4062 ......................... 0.0854 ....................... 798.72381 Shopping Center 63.559 a Total 2,451.0875 12.1835 0.3053 2,846.663 6 Mitigated 1.12741 ii 003 Regional i 82.9612 / ii 595.4983 2.7268 i 0.0687 Shopping Center 1 63.559 8.0 Waste Detail 8.1 Mitigation Measures Waste Institute Recycling and Composting Services CategorVNear 8.2 Waste by Land Use Unmitigated Building Hotel 219 i 44.4550 2.6272 i 0.0000 1 Shopping Center 4 Mitigated Disposed Rise _ ......................... _ _ .... General Office 348.75 i 70.7931 4.1838 i 0.0000 1 Building Shopping Center 9.0 Operational Offroad Equipment Type Number Hours/Day DaysKear Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day HoursKear Horse Power Load Factor Fuel Type Boilers MIEquipment Type Number Heat Input/Day Heat InputKear Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix I. Water Supply Assessment City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. MAINPLACE MALL TRANSFORMATION PROJECT Water Supply Assessment Prepared by: Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 April, 2019 Kimley>>> Horn Expect More. Experience Better. This Page Intentionally Left Blank City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment TABLE OF CONTENTS 1 INTRODUCTION...............................................................................................................................4 1.1 Background..............................................................................................................................4 1.1.1 Fashion Square Commercial Center Final EIR- 1983....................................................................4 1.1.2 Addendum to the Final EIRfor MalnPlace/ Santa Ana —2000....................................................4 2 PROPOSED PROJECT DESCRIPTION...................................................................................................5 3.2 Water Conservation Act of 2009(SBx7-7)...............................................................................11 4 Water Setting................................................................................................................................12 4.1 City of Santa Ana Water Supply..............................................................................................12 4.2 Retail Water Supply................................................................................................................12 4.3 Water Rights/Groundwater Supply.........................................................................................13 4.4 Reliability of Water Sources...................................................................................................15 4.4.1 Normal -Year Reliability Comparison............................................................................................16 4.4.2 Single Dry -Year Reliability Comparison........................................................................................17 4.4.3 Multiple Dry -Year Period Reliability Comparison........................................................................17 4.5 City of Santa Ana Water Infrastructure...................................................................................18 4.5.1 Overall City Infrastructure............................................................................................................18 4.5.2 System Pressures..........................................................................................................................19 4.5.3 Local Project Infrastructure..........................................................................................................19 4.6 Project Water Demand...........................................................................................................20 4.7 Water Shortage Contingency Plan..........................................................................................22 4.7.1 Demand Management Measures (DMM)...................................................................................23 Summary and Conclusions.....................................................................................................................24 References............................................................................................................................................ 25 Kimley>»Horn Page I i City of Santa Ana TABLES MainPlace Mall Transformation Project Water Supply Assessment Table 1: Existing and Proposed Entitlement Summary.......................................................................2 Table 2: Supply and Demand Comparison- Normal Year..................................................................14 Table 3: Supply and Demand Comparison- Single Dry-Year..............................................................14 Table 4: Supply and Demand Comparison- Multiple Dry-Year..........................................................15 Table 5: MainPlace Specific Plan - Current Proposal Water Demand................................................18 Table 6: MainPlace Phased Development Pattern and Water Demand............................................18 Table 7: City Anticipated Water Demands with MainPlace and Civic Center Added ..........................19 Table 8: Water Shortage Contingency- Rationing Stages to Address Water Supply ...........................20 Table 9: MainPlace Entitled Use Water Demand..............................................................................22 FIGURES Figure 1: Regional Project Location from City of Santa Ana 2015 UWMP............................................7 Figure 2: City of Santa Ana Water Service Area..................................................................................8 Kimley>»Horn Page I ii City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment LIST OF ABBREVIATED TERMS ac Acre ACP Asbestos Cement Pipe AF Acre -Foot or —Feet AFY Acre -Foot or —Feet per Year BEA Basin Equity Assessment BMP Best Management Practices BPP Basin Production Percentage CEQA California Environmental Quality Act CIP Capital Improvement Project DMM Demand Management Measures DWR Department of Water Resources FAR Floor Area Ratio gpcd gallons per capita per day gpd gallons per day gpm gallons per minute IS Initial Study Mgd Million Gallons per Day MWD Metropolitan Water District MWDOC Metropolitan Water District of Orange County OC Basin Orange County Groundwater Basin OCC County of Orange Civic Center Facilities Strategic Plan OCWD Orange County Water District PUE Public Utility Easement PRV Pressure Reducing Valve PSV Pressure Sustaining Valve RWQCB Regional Water Quality Control Board SB Senate Bill sf square feet UWMP Urban Water Management Plan WSA Water Supply Assessment Kimley>»Horn Page I Hi City of Santa Ana MainPlace Mall Transformation Project Water Supply Assessment 1 INTRODUCTION MainPlace Mall has evolved over several decades from the original Fashion Square project approved in 1983, to the present mall of approximately 1,130,000 square feet (sf) of commercial uses. The site has not yet been developed to its full potential; existing entitlements allow for the additional development of up to 1,500,000 sf of office use, 400 hotel rooms, and additional commercial square footage. The MainPlace Specific Plan proposes changes to the approved land use plan, as discussed in the Proposed Project section of this Water Supply Assessment (WSA). 1.1 Background 1.1.1 Fashion Square Commercial Center Final EIR -1983 In 1983, the Santa Ana Fashion Square development consisted of an approximately 512,595-sf open-air retail mall on the site of the current MainPlace Mall. The Fashion Square Commercial Center Subsequent Final EIR was prepared to evaluate the potential impacts associated with rehabilitation and redevelopment of the site as a mixed -use commercial center with 1,600,000 sf of retail space, 1,500,000 sf of office space, and 1,200 hotel rooms. The Final EIR was certified by the City of Santa Ana in 1983. 1.1.2 Addendum to the Final EIR for MainPlace / Santa Ana — 2000 Addendum (ER 96-033) to the Environmental Impact Report for Proposed MainPlace/Santa Ana Expansion noted that the existing MainPlace Regional Shopping Center had approximately 1.1 million sf of leasable retail space. Subsequent entitlements in 2000 revised the allowed land uses approved in 1983. The Vesting Tentative Parcel Map approved in 2000 would allow up to 1,509,255 sf of retail, cinema, and restaurant uses; 1,500,000 sf of office uses; and 400 hotel rooms. Kimley>»Horn Page 14 City of Santa Ana MainPlace Mall Transformation Project Water Supply Assessment 2 PROPOSED PROJECT DESCRIPTION 2.1 Project Location The approximately 49.04-acre project site is currently occupied by the existing MainPlace Mall in the City of Santa Ana. The project site location is shown in its regional setting on Figure 1, Local Vicinity. A site plan for the existing site is provided on Figure 2, Site Vicinity. The site is in the northern portion of the City and is generally bordered on the north by State Route 22 (SR-22 — the Garden Grove Freeway); on the south by MainPlace Drive and commercial development south of MainPlace Drive, on the east by Main Street; and on the west by Interstate 5 (1-5—the Santa Ana Freeway). Primary arterial access to the Specific Plan area is from Main Street, Town and Country Road, and Broadway, which provide access to 1-5 and SR-22. A four -lane perimeter access road, MainPlace Drive, serves as a ring road around the north, west, and south sides of MainPlace Mall, and connects to the surrounding street system in four locations. Land uses in the City vary from single family residential to heavy manufacturing. The site is located at the southeast quadrant of the Interstate 5/State Route 22 interchange. This area of Santa Ana is characterized by relatively dense urban development including a varied mix of commercial, office, and residential land uses. The project site is currently designated in the City's General Plan as District Center and existing zoning is General Commercial (C2), which includes a range of commercial uses as well as all of the uses allowed in the Community Commercial (Cl) zone. Land uses surrounding the Specific Plan Area are predominantly large roadways and freeways and commercial uses, with limited residential in the vicinity. The Discovery Science Center is located approximately 800 feet to the south. 2.2 Proposed Project The total building area for MainPlace Mall is currently 1,130,000 sf of commercial / retail uses within an enclosed mall building. The existing mall is eight parcels based on recorded Parcel Map 99-152. There are 4,882 parking spaces in surface parking lots and 3 parking structures. The MainPlace Mall is currently entitled for the following additional development: • 379,255 sf of additional retail space (bringing the retail square footage to 1,509,255 sf); • 1,500,000 sf of office space; and 400 hotel rooms. The applicant wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. This diverse mixture of uses fulfills the purpose of the General Plan's District Center land use by adding residential uses in a mixed - use setting. The Proposed Project site plan is shown on Figure 3, Land Use Plan. As proposed, the Project would consist of the following additional development: • 270,000 sf of commercial (bringing the total commercial development to 1,400,000 sf); • 750,000 sf of office; • 400 hotel rooms; and Kimley>»Horn Page 15 City of Santa Ana • 1,900 multi -family residential units. Main Place Mall Transformation Project Water Supply Assessment Table 1 provides a comparison of the originally approved to the currently entitled to the proposed land use mix for the project site. Table 1: MainPlace Mall Summary of Approved and Proposed Land Uses Land Use Originally Approved (1983) Currently Entitled (2000) Proposed Project Difference from Currently Entitled Commercial (sf) 1,600,000 1,509,255 1,400,000 (109,255) Office (sf) 1,500,000 1,500,000 750,000 (750,000) Hotel (rooms) 1,200 400 400 0 Residential (du) 0 0 1,900 1,900 sf = square feet; du = dwelling units Kimley)»Horn Page 16 City of Santa Ana AWAFAMSCU90 ar finis _ C_'y _.A NABRA i en tt I _ : RBA L:NDA WATER OfSTR�C7 r -�i _ _ STi1TE WATER CO A.YAHE.'AI RAN � WD Fy WATER GOLDEN STATt WATER CO ORANGE EOC ��,� OL4OEN G40VE WESTMh'STER san TVs 71N WA SEAL BEACH WATER WATER eA •.Ta <•.A j HUHnNOTON BEACN / FOUNTAIN e VALLEY \ 9RV WE RANCH AESA WATER D(ST. WATER DISTRACT NbIYPORTBEACH / EL •' ® WA •RWD Main Place Mall Transformation Project TRABUCO CANYON WATER RM1•e.•vue Carty 'RTY WATE � AIOULTCN NlGJEi _.'•_- - ____ _- WATEA DISTITCT -1AJ -`- EAWCE OeS AY SERNCE O31R2T AA OUNA BEACH COUNTY WATER 41 SAN JUAN CAPiSTRANO SOUTH CCAST East Orange County Water District (WholesaW Freeways and Tollways Orange County Water District O SouthCoast_WD_NRWA MWDOC Retail Agencies Non -Retail Agency Boundary MWDOC Service Area and Member Agencies Figure 1: Regional Project Location from City of Santa Ana 2015 UWMP Water Supply Assessment San C.q.: a.-': Page 1 7 Kimley)))Horn City of Santa Ana (':itv of Banta Ana OJ 6.3 1.J ! :. Left r r f Figure 2: City of Santa Ana Water Service Area Main Place Mall Transformation Project Water Supply Assessment Kimley)))Horn Page 1 8 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment 3 Regulatory Setting 3.1 Purpose This Water Supply Assessment (WSA) has been prepared in conjunction with the California Environmental Quality Act (CEQA) review process to evaluate the sufficiency of the water supplies available to the water supplier to meet the existing and anticipated future demands associated with the proposed associated with the proposed Main Place Mall Transformation Project (Main Place Project, or Proposed Project) during normal, single dry and multiple dry water years over a 20-year horizon.',' If the water supply is anticipated to be insufficient, the WSA must describe measures being taken to obtain an adequate supply.' This WSA contains information from the City's 2015 UWMP, Orange County Water Reliability Study, prepared by Municipal Water District of Orange County (MWDOC) and information produced by the Metropolitan Water District (MWD) concerning the water supplies delivered from the State Water Project. 3.2 Senate Bill 610 and 221 California Public Resources Code, Section 21151.9 and California Water Code, Sections 10631, 10657, 10910, 10911, 10912, and 10915 (herein referred to as SB 610), and California Business and Professions Code, Section 11010 and California Government Code, Sections 65867.5, 66455.3, and 66473.7 (herein referred to as SB 221) require cities and counties to obtain, use in the project approval process, and provide to the public certain critical information concerning water supply. SB 610 amended State law to improve the link between information on water supply availability and certain land use decisions made by cities and counties. It requires land use planning entities (in this case, the City of Santa Ana [City]) to request an assessment of the availability of water supplies from the water supply entity that would provide water to a project when a project is considered a "water -demand project" as defined in Section 15155, Water Supply Analysis, of the State CEQA Guidelines (14 California Code of Regulations [CCR]). In summary, a "water -demand project" is a residential development with more than 500 dwelling units (du); a shopping center or business establishment employing more than 1,000 persons or having more than 500,000 sf, a commercial office building employing more than 1,000 persons or having more than 250,000 sf, a hotel or motel or both with more than 500 rooms; an industrial, manufacturing, processing plant, or industrial park for more than 1,000 persons and occupying more than 40 acres of land or having more than 650,000 sf, a mixed -use project that includes one or more of the above; or a project that would require water equivalent to or greater than the water demand of a 500 du project. Public Resources Code §21080 z Water Code §10910(c)(3) 3 Water Code §10910(c)(4) Kimley)»Horn Page 19 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment CEQA Guidelines Section 15155(f) states: (f) The degree of certainty regarding the availability of water supplies will vary depending on the stage of project approval. A lead agency should have greater confidence in the availability of water supplies for a specific project than might be required for a conceptual plan (i.e. general plan, specific plan). An analysis of water supply in an environmental document may incorporate by reference information in a water supply assessment, urban water management plan, or other publicly available sources. The analysis shall include the following: (1) Sufficient information regarding the project's proposed water demand and proposed water supplies to permit the lead agency to evaluate the pros and cons of supplying the amount of water that the project will need. (2) An analysis of the reasonably foreseeable environmental impacts of supplying water throughout all phases of the project. (3) An analysis of circumstances affecting the likelihood of the water's availability, as well as the degree of uncertainty involved. Relevant factors may include but are not limited to, drought, salt -water intrusion, regulatory or contractual curtailments, and other reasonably foreseeable demands on the water supply. (4) If the lead agency cannot determine that a particular water supply will be available, it shall conduct an analysis of alternative sources, including at least in general terms the environmental consequences of using those alternative sources, or alternatives to the project that could be served with available water. SB 221 requires cities and counties to include (as a condition in any tentative map that includes a subdivision involving more than 500 du, a requirement to obtain a written verification from the applicable public water system or, where there is no existing water supplier, from a consultant directed by the city or county, that sufficient water supplies are available for the subdivision. Like SB 610, SB 221 also addresses the issue of land use and water supply, but at a different point in the planning process than does SB 610. Section 66473.7(b)(1) of the California Government Code requires a city or county to condition approval of a tentative tract map upon "a requirement that sufficient water supply be available" and requires verification prior to approval of the final tract map. The proposed Project includes a tentative tract map that meets the thresholds of SB 221. Further, a development agreement that includes a subdivision, as defined in Section 66473.7 of the California Government Code, cannot be approved unless the development agreement provides that any tentative map prepared for the subdivision will comply with the provisions of Section 66473.7 and includes a subdivision requirement that a sufficient water supply shall be available. Therefore, the Project would be required to comply with SB 221. For projects that include tentative tract maps involving over 500 du, SB 221 requires that the retail water purveyor (or if there is none, the planning agency) verify that the water system operator that would supply the project with water has a sufficient water supply to serve the proposed project and all other existing and planned future uses, including agricultural and industrial uses, in its area over a 20-year period, even in multiple dry years. The verification must look at (1) the history of water availability over at least the Kimley>»Horn Page 1 10 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment previous 20 years; (2) the proposed supplier's urban water shortage contingency analysis; (3) reductions due to existing commitments of its supply; and (4) how much water the supplier can reasonably expect from other water supply projects, such as conjunctive use, recycled water programs, conservation, and water transfers from other areas. SB 221 is intended as a "fail safe" mechanism to ensure that collaboration on finding the needed water supplies to serve a new large subdivision occurs before construction begins. Cities and counties have an obligation to ensure that proposed developments (1) use water as efficiently as possible; (2) include reliable sources of sufficient water supply; and (3) accommodate growth in a sustainable fashion that minimizes conflicts with other demands on the State's source water resources. 3.2 Water Conservation Act of 2009 (SBx7-7) As an urban retail water supplier, the City is subject to the Water Conservation Act of 2009. The Act requires the State to reduce per -capita water consumption through a series of varying methodologies. The statute requires that urban water suppliers use one of the following four methods to determine their urban water use target: Method 1: 80% of Base Daily Per Capita Water Use Value • Method 2: Performance Standards Method 3: 95% of the Hydrologic Region 2020 Target Value • Method 4: Water Savings (developed by DWR) To meet this requirement, the City of Santa Ana has chosen Method 3: 95% of the Hydrologic Region 2020 Target Value as its compliance methodology. Under Compliance Option 3, to achieve 95 percent of the South Coast Hydrologic Region target as set forth in the State's 20x2020 Water Conservation Plan, the City's 2015 target is 123 gallons per capita per day (gpcd) and the 2020 target is 116 gpcd. The 2015 target is the midway value between the 10-year baseline and the confirmed 2020 target. In addition, the confirmed 2020 target must meet a minimum of five percent reduction from the five-year baseline water use. In this case, the confirmed 2020 target is the five percent reduction from the five-year baseline. The City's actual 2015 gpcd was 82, substantially lower than the 2015 and 2020 targets. In addition to its individual SBx7-7 requirements, the City is also a member of the Orange County 20x2020 Regional Alliance formed by MWDOC. This regional alliance is 29 retail agencies in Orange County as described in MWDOC's 2015 UWMP. MWDOC provides assistance in the calculation of each retail agency's baseline water use and water use targets. In 2015, the regional baseline and targets were revised to account for any revisions made by the retail agencies to their individual 2015 and 2020 targets. The regional water use target is the weighted average of the individual retail agencies' targets (by population). The Orange County 20x2020 Regional Alliance weighted 2015 target is 176 gpcd and 2020 target is 158 gpcd. The actual 2015 water use in the region is 125 gpcd, i.e. the region has already met its 2020 gpcd goal. Kimley>»Horn Page 1 11 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment 4 Water Setting The following information is taken mainly from the 2015 UWMP and is the latest information available. 4.1 City of Santa Ana Water Supply The City of Santa Ana Water Department service area covers approximately 100 percent of the City and a small portion of the neighboring City of Orange. Its two combined sources of water supply are local groundwater contained in the Lower Santa Ana River Groundwater Basin, also known as the Orange County Groundwater Basin (OC Basin), which is managed by the Orange County Water District (OCWD) and imported water from MWD. In 1933, the OCWD was formed by a special act of the State Legislature to manage Orange County's groundwater supply and protection of the County's rights to water in the Santa Ana River. In 1953, the City became a member of OCWD. There are 21 water wells serving the City. Additionally, there are 10 reservoirs with a combined capacity of 49.3 million gallons. Currently, the City relies on approximately 71 percent groundwater, 28 percent imported water, and 1 percent recycled water. The City's water supply portfolio is expected to change slightly to 70 percent groundwater, 29 percent imported water, and 0.7 percent recycled water by the year 2040. 4.2 Retail Water Supply Retail water in the City of Santa Ana is purchased through MWD which obtains waterfrom several sources, including local groundwater, surface water, recycled water and water supplied through the State Water Project and Colorado River Aqueduct. The State Water Project is a series of reservoirs, aqueducts and pumping facilities that transport water from Northern California to Southern California. The City maintains seven imported water connections to receive water through MWD's Orange County and East Orange County Feeder pipelines. Seven metered connections with a total capacity of 60,580 gallons per minute (gpm) transfer water into the City's distribution system. MWD's principal sources of water are the Colorado River via the Colorado River Aqueduct and the Lake Oroville watershed in Northern California through the State Water Project. The water obtained from these sources is treated at the Robert B. Diemer Filtration Plant located north of the City of Yorba Linda. Typically, the Diemer Filtration Plant receives a blend of Colorado River water from Lake Mathews through the MWD Lower Feeder and State Water Project water through the Yorba Linda Feeder. The City currently maintains seven imported water connections to the MWD system. Section 3.2.1 of the UWMP describes MWD's rights to Colorado River water, the forecasted supply and demand of Colorado River water, and management principles under consideration to better balance the supply and demand of Colorado River water. Section 3.2.2 of the UWMP describes the State Water Project that forms the second source of water for MWD. Policy and environmental factors affecting supply and reliability are listed. Storage is a major component of MWD's dry year resource management strategy. Sections 3.2.3 of the UWMP described Lake Oroville, the State Water Project's largest storage facility. Kimley>»Horn Page 1 12 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment 4.3 Water Rights/Groundwater Supply The City uses pumped groundwater from the OC Basin, which underlies the northern half of Orange County beneath broad lowlands. The OC Basin, managed by OCWD, covers an area of approximately 350 square miles, bordered by the Coyote and Chino Hills to the north, the Santa Ana Mountains to the northeast, and the Pacific Ocean to the southwest. The OC Basin boundary extends to the Orange County - Los Angeles line to the northwest, where groundwater flows across the county line into the Central Groundwater Basin of Los Angeles County. The OC Basin's full volume is approximately 66 million acre- feet. Santa Ana currently meets 71 percent of its water demand through groundwater from the OC Basin. The OC Basin is not adjudicated and as such, pumping from the OC Basin is managed through a process that uses financial incentives to encourage groundwater producers to pump a sustainable amount of water. The framework for the financial incentives is based on establishing the basin production percentage (BPP): the percentage of each Producer's total water supply that comes from groundwater pumped from the OC Basin. Groundwater production at or below the BPP is assessed a Replenishment Assessment. While there is no legal limit as to how much an agency pumps from the OC Basin, there is a financial disincentive to pump above the BPP. Agencies that pump above the BPP are charged the Replenishment Assessment plus the Basin Equity Assessment (BEA), which is calculated so that the cost of groundwater production is greater than MWD's full service rate. The BEA can be increased to discourage production above the BPP. The BPP is set uniformly for all Producers by OCWD on an annual basis. The BPP is set based on groundwater conditions, availability of imported water supplies, and OC Basin management objectives. The supplies available for recharge must be estimated for a given year. The supplies of recharge water that are estimated are: (1) Santa Ana River storm flow; (2) natural incidental recharge; (3) Santa Ana River baseflow, (4) groundwater replenishment system supplies; and, (5) other supplies such as imported water and recycled water purchased for the Alamitos Barrier. The BPP is a major factor in determining the cost of groundwater production from the OC Basin for that year. In some cases, OCWD encourages treating and pumping groundwater that does not meet drinking water standards in order to protect water quality. This is achieved by using a financial incentive called the BEA Exemption. A BEA Exemption is used to clean up and contain the spread of poor quality water. OCWD uses a partial or total exemption of the BEA to compensate a qualified participating agency or Producer for the costs of treating poor quality groundwater. When OCWD authorizes a BEA exemption for a project, it is obligated to provide the replenishment water for the production above the BPP and forgoes the BEA revenue that OCWD would otherwise receive from the producer. The BPP is the primary mechanism used by OCWD to manage pumping in the OC Basin. In 2013, OCWD's Board of Directors adopted a policy to establish a stable BPP with the intention to work toward achieving and maintaining a 75 percent BPP by Fiscal Year (FY) 2015-16. Although BPP is set at 75 percent, based on discussions with OCWD a conservative BPP of 70 percent is assumed through 2040. Principles of this policy include: • OCWD's goal is to achieve a stable 75 percent BPP, while maintaining the same process of setting the BPP on an annual basis, with the BPP set in April of each year after a public hearing has been Kimley>»Horn Page 1 13 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment held and based upon the public hearing testimony, presented data, and reports provided at that time. • OCWD endeavors to transition to the 75 percent BPP between 2013 and 2015 as construction of the GWRS Initial Expansion Project is completed. This expansion will provide an additional 31,000 AFY of water for recharging the groundwater basin. • OCWD must manage the OC Basin in a sustainable manner for future generations. The BPP will be reduced if future conditions warrant the change. Each project and program to achieve the 75 percent BPP goal will be reviewed individually and assessed for their economic viability. The OC Basin's storage levels are managed in accordance to the 75 percent BPP policy. It is presumed that the BPP will not decrease as long as the storage levels are between 100,000 and 300,000 (acre-feet) AF from full capacity. If the OC Basin is less than 100,000 AF below full capacity, the BPP will be raised. If the OC Basin is over 350,000 AF below full capacity, additional supplies will be sought after to refill the OC Basin and the BPP will be lowered. The OC Basin is managed to maintain water storage levels of not more than 500,000 AF below full condition to avoid permanent and significant negative or adverse impacts. Operating the OC Basin in this manner enables OCWD to encourage reduced pumping during wet years when surface water supplies are plentiful and increase pumping during dry years to provide additional local water supplies during droughts. OCWD determines the optimum level of storage for the following year when it sets the BPP each year. Factors that affect this determination include the current storage level, regional water availability, and hydrologic conditions. When the OC Basin's storage approaches the lower end of the operating range, immediate issues that must be addressed include seawater intrusion, increased risk of land subsidence, and potential for shallow wells to become inoperable due to lower water levels. The overall BPP achieved in the 2013 to 2014 water year within OCWD for non -irrigation use was 75.2 percent. However, a BPP level above 75 percent may be difficult to achieve. Therefore, a BPP ranging from 65 percent to 70 percent is currently being proposed for the ensuing FY 2015-16. Analysis of the OC Basin's projected accumulated overdraft, the available supplies to the OC Basin (assuming average hydrology) and the projected pumping demands indicate that this level of pumping can be sustained for 2015-16 without harming the OC Basin. BPP of 70 percent corresponds to approximately 320,000 AF of groundwater production including 22,000 AF of groundwater production above the BPP to account for several groundwater quality enhancement projects discussed earlier. In FY 2015-16, additional production of approximately 22,000 AF above the BPP will be undertaken by the City of Tustin, City of Garden Grove, Mesa Water District, and Irvine Ranch Water District. These agencies use the additional pumping allowance to accommodate groundwater quality improvement projects. As in prior years, production above the BPP from these projects would be partially or fully exempt from the BEA Kimley>»Horn Page 1 14 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment as a result of the benefit provided to the OC Basin by removing poor -quality groundwater and treating it for beneficial use. Annual groundwater basin overdraft, as defined in OCWD's Act, is the quantity by which production of groundwater supplies exceeds natural replenishment of groundwater supplies during a water year. This difference between extraction and replenishment can be estimated by determining the change in volume of groundwater in storage that would have occurred had supplemental water not been used for any groundwater recharge purpose, including seawater intrusion protection, advanced water reclamation, and the in -Lieu Program. The annual analysis of basin storage change and accumulated overdraft for water year 2013-14 has been completed. Based on the three -layer methodology, an accumulated overdraft of 342,000 AF was calculated for the water year ending June 30, 2014. The accumulated overdraft for the water year ending June 30, 2013 was 242,000 AF, which was also calculated using the three -layer storage method. Therefore, an annual decrease of 100,000 AF in stored groundwater was calculated as the difference between the June 2013 and June 2014 accumulated overdrafts. Several groundwater replenishment mechanisms are used in the OC Basin. Active recharge of groundwater began in 1949, in response to increasing drawdown of the OC Basin and consequently the threat of seawater intrusion. Section 3.3.3 of the UWMP outlines various groundwater recharge facilities. Section 3.3.4 of the UWMP describes an MWD program whereby MWD sells additional water to OCWD when excess surface water is available. This reduces the OC Basin pumping requirements. Section 3.3.5 of the UWMP describes an agreement for MWD to store its water in the OC Basin up to 66,000 AF. 4.4 Reliability of Water Sources Water supply reliability includes the pumped groundwater from the OC Basin, the availability of water purchased through MWD and the equipment that makes up the City's distribution system. Both City's potable water sources (OC Basin and MWD) are considered to be of high quality and reliable.° The OC Basin, the City's primary water source, is an actively, managed water source with significant recharge infrastructure and conservation programs in place. The City's secondary, alternative source is MWD. MWD's 2015 UWMP finds that MWD is able to meet, full -service demands of its member agencies starting 2020 through 2040 during normal years, single dry year, and multiple dry years. MWD's 2015 Integrated Water Resources Plan update describes the core water resources that will be used to meet full -service demands at the retail level under all foreseeable hydrologic conditions from 2020 through 2040. The foundation of MWD's resource strategy for achieving regional water supply reliability has been to develop and implement water resources programs and activities through its Integrated Water Resources Plan preferred resource mix. This preferred resource mix includes ° Water Code §10910(f)(5) Kimley)»Horn Page 1 15 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment conservation, local resources such as water recycling and groundwater recovery, Colorado River supplies and transfers, State Water Project supplies and transfers, in -region surface reservoir storage, in -region groundwater storage, out -of -region banking, treatment, conveyance and infrastructure improvements. Environmental, legal, and climate change factors were considered by MWD in its assessment. Water supply reliability also includes water quality considerations. Both MWD and OCWD monitor water quality extensively to manage water quality. Over 300,000 water quality tests are performed per year on MWD's water to test for regulated contaminants and additional contaminants of concern to ensure the safety of its waters. MWD's supplies originate primarily from the Colorado River Aqueduct and from the State Water Project. A blend of these two sources, proportional to each year's availability of the source, is then delivered throughout MWD's service area. Section 3.6.2.3.1 of the UWMP outlines MWD's water quality issues of concern. OCWD is responsible for managing the OC Basin. To maintain groundwater quality, OCWD conducts an extensive monitoring program that serves to manage the OC Basin's groundwater production, control groundwater contamination, and comply with all required laws and regulations. A network of nearly 700 wells provides OCWD a source for samples, which are tested for a variety of purposes. OCWD collects 600 to 1,700 samples each month to monitor OC Basin water quality. These samples are collected and tested according to approved federal and state procedures as well as industry -recognized quality assurance and control protocols. Section 3.6.2.3.1 of the UWMP outlines OCWD's water quality issues of concern. 4.4.1 Normal -Year Reliability Comparison The City has entitlements to receive imported water from MWD via the regional distribution system. Although pipeline and connection capacity rights do not guarantee the availability of water, per se, they do guarantee the ability to convey water when it is available to the MWD distribution system. All imported water supplies are assumed available to the City from existing water transmission facilities. The demand and supplies listed below also include local groundwater supplies that are available to the City through OCWD by a pre -determined pumping percentage. For the 2015 UWMP, the normal dry year was selected as the City's 2015 demand as shown in Table 2. Due to ongoing drought conditions within California and the increased implementation of water efficiency measures, 2015 was determined to represent an average water demand for this UWMP. Kimley>»Horn Page 1 16 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment Table 2: Supply and Demand Comparison- Normal Year' 2020 2025 2030 2030 2040' Demand Totals 36,998 39,717 39,989 39,978 40,036 Groundwater Supply 25,899 27,802 27,992 27,985 28,025 M W D 10,799 11,615 11,697 11,693 11,711 Recycled Water 300 300 300 300 300 Difference 0 0 0 0 0 Note: units are in acre-feet per year (AFY). 1. City of Santa Ana 2015 UWMP, Table 3-4. 2. Projected values per the City of Santa Ana 2015 UWMP, Table 3-4 4.4.2 Single Dry -Year Reliability Comparison A Single -dry year is defined as a single year of no to minimal rainfall within a period that average precipitation is expected to occur. The City has documented that it is 100 percent reliable for single dry year demands from 2020 through 2040 with a demand increase of 6 percent using FY 2013-14 as the single dry -year. This percentage was determined by MWDOC based on historical data for all of its retail agencies through its "Bump Methodology." Table 3: Supply and Demand Comparison- Single Dry -Year' 2020 2025 2030 2030 20402 Demand Totals 39,218 42,100 42,388 42,377 42,438 Supply Total 39,218 42,100 42,388 42,377 42,438 Difference 0 0 0 0 0 Note: units are in acre-feet per year (AFY). 1. City of Santa Ana 2015 UWMP, Table 3-7 2. Projected values per the City of Santa Ana 2015 UWMP, Table 3-7 4.4.3 Multiple Dry -Year Period Reliability Comparison Multiple -dry years are defined as three or more years with minimal rainfall within a period of average precipitation. The City is capable of meeting all customers' demands with significant reserves held by MWD, local groundwater supplies, and conservation in multiple dry years from 2020 through 2040 with a demand increase of 6 percent using FY 2011-12 through FY 2013-14 as the driest years. MWDOC chose the highest average demand over a three-year period for the multi -dry year demand increase. This value was repeated over the three-year span as a conservative assumption where demand would increase significantly in a prolonged drought and would remain constant through the years. Kimley>»Horn Page 1 17 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment Table 4: Supply and Demand comparison- Multiple Dry -Year' 2015 2020 2025 2030 2035' Supply Totals 39,218 42,100 42,388 42,377 42,438 Multiple Dry Year First Year Supply Demand Totals 39,218 42,100 42,388 42,377 42,438 Difference 0 0 0 0 0 Supply Totals 39,218 42,100 42,388 42,377 42,438 Multiple Dry Year Second Year Supply Demand Totals 39,218 42,100 42,388 42,377 42,438 Difference 0 0 0 0 0 Supply Totals 39,218 42,100 42,388 42,377 42,438 Multiple Dry Year Third Year Supply Demand Totals 39,218 42,100 42,388 42,377 42,438 Difference 0 0 0 0 0 Note: units are in acre-feet peryear (AFY). 1. Cityof Santa Ana 2015 UWMP,Table 3-8. 2. Projected values per the City of Santa Ana 2015 UWMP, Table 3-8. In all cases considered (normal year, single -dry year, and multiple dry -year), the available supply will meet projected demand due to diversified supply and conservation measures. 4.5 City of Santa Ana Water Infrastructure The City of Santa Ana (Water System Number CA3010038) owns and operates an extensive network of pipes, pumps, and reservoirs, delivering water to its service area. The UWMP and the City's 2017 Water Master Plan both describe the City's water infrastructure. 4.5.1 Overall City Infrastructure The City provided 36,656 AF of water to 44,610 municipal connections in 2015. The City maintains approximately 480 miles of transmission and distribution mains, 10 reservoirs with a cumulative storage capacity of 49 MG, seven pumping stations, 21 groundwater wells, four pressure regulating stations and seven import water connections. Portions of the City infrastructure are aged and require replacement. The Master Plan outlines recommended Capital Improvement Program (CIP) improvements. Fourteen of the City Wells pump into surface reservoirs with booster stations pumping the water into the distribution system. The remaining seven wells pump directly into the City's distribution system. Water pumped from all of the wells is naturally filtered as it passes through underlying aquifers of sand, gravel, and soil. This well water only requires disinfectant treatment for system distribution. The City maintains seven imported water connections to receive water through MWD's Orange County and East Orange County Feeder pipelines. Seven metered connections with a total capacity of 60,580 gallons per minute (gpm) transfer water into the City's distribution system. Kimley>»Horn Page 1 18 City of Santa Ana MainPlace Mall Transformation Project Water Supply Assessment 4.5.2 System Pressures The system supplies potable water to two pressure zones (High Zone and Low Zone) and consists seven booster pump stations, and four pressure reducing valve/pressure sustaining valve (PRV/PSV) stations. In general, the facilities are consolidated into several stations consisting of multiple groundwater wells, a storage reservoir, and a booster pump station. At each station, the wells pump groundwater to the storage reservoir and the booster pump station pumps the water from the storage reservoir to the distribution system. The system also includes several wells that pump directly into the distribution system with no storage reservoir or booster pump station. There are four PRV/PSV stations that allow flows from the High Zone to the Low Zone. 4.5.3 Local Project Infrastructure The City owns and maintains street and water infrastructure surrounding and within the MainPlace Mall site. Mainplace Drive surrounds the north, west, and east sides of the mall. In addition to Mainplace Drive, a public street, an on -site main private drive aisle that surrounds the all four sides of the mall is located immediately adjacent to the mall structure. The project site lies at the extreme north end of the City's water system. The City has water mains in the following locations: • A 16-inch asbestos cement pipe (ACP) in Main Street, terminating at the north leg of MainPlace Drive • A 16-inch ACP in the south leg of MainPlace Drive from Main Street to the southwest mall entry drive • A 12-inch ACP in the north leg of MainPlace Drive from Main Street to the north leg of the on -site private ring road. • A 16-inch ductile iron pipe under 1-5, connecting to the MainPlace Drive main at the southwest corner of the project site • A 16-inch ACP in southwest private drive entry from MainPlace Drive to the on -site private ring road. This main is located in a public utility easement (PUE). • A 16-inch ACP in south private drive entry (the Broadway extension) from MainPlace Drive to the on -site private ring road. This main is located in a PUE. • A 12-inch ACP in the on -site ring road, looping around the project site. This main is located in a PUE. In addition to the mains, the City also has approximately 15 fire hydrants near the project site and approximately 24 water meters serving the site. The infrastructure adjacent to the project site was installed in the 1990s and is not identified for replacement in the 2017 Water Master Plan. The project site is located in the City's high-pressure zone and hydrant flows are in the highest category listed in the 2017 Water Master Plan. Kimley>»Horn Page 1 19 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment 4.6 Project Water Demand The City of Santa Ana uses the following factors to determine water usage: • Single Family: 130 gpd/capita • Multiple Family: 120 gpd/capita • High -Rise Residential: 110 gpd/capita • Commercial Recreational (hotels/motels): 180 gpd/room • Commercial: 2,500 gpd/acre (Includes office and retail uses) • Industrial: 3,500 gpd/acre • Open Space / Parks / Landscape Areas: 3,000 gpd/acre Due to the nature and density of the Project, and the uncertainty of residential unit mix, per capita averages and per acre averages are less feasible to use for calculations. Also, since the commercial development on -site is more intense than a typical commercial site, as defined in the Santa Ana zoning ordinance, the commercial water demand factor should be adjusted. For the residential component of the Project, a demand factor of 190 gpd per multi -family unit is used in lieu of the City's standard per capita usage rate because the number of residents that would occupy units on the project site is unknown. The 190 gpd per multi -family unit demand factor is consistent with the demand factors in the MWDOC Orange County Water Reliability Study. The commercial water usage rate per acre is typically based on an assumed Floor Area Ratio (FAR). The City of Santa Ana General Plan Land Use Element identifies a baseline FAR for commercial development of 0.5. Because the City's typical FAR assumption does not reflect the commercial development intensity on the site, an "equivalent" Project acreage has been calculated based on the Project's proposed commercial (retail plus office) square footage. The adjusted (increased) acreage was multiplied by the 2,500 gpd/acre typical generation rate to account for the water usage associated with this level of project intensity. The existing mall square footage was subtracted from the equivalent acreage calculation because the existing mall's water usage and projected use was previously included in the baseline UWMP demands and is therefore not an additional demand. The equivalent acreage calculation is as follows: Total Retail: 1,400,000 sf total — 1,113,000 sf existing mall = 287,000 additional sf Total Office: 750,000 sf Total Commercial Space: 750,000 sf+ 287,000 sf = 1,037,000 sf Equivalent Acreage: 47.6 acres Kimley>»Horn Page 1 20 City of Santa Ana Table 5 identifies the Project's forecasted water demand. MainPlace Mall Transformation Project Water Supply Assessment Table 5: MainPlace Specific Plan — Proposed Project Water Demand Use Unit Number Demand Rate (gpd) Demand (gpd) Multi -family Residential Unit 1,900 190 361,000 Hotel Room 400 180 72,000 Commercial Acres 47.6 2,500 119,000 Total 552,000 (618 AFY) The Project will be phased over time. Table 6 identifies the anticipated level of development on the project site between 2020 to 2040. Table 6: MainPlace Phased Development Pattern and Water Demand 2020 2025 2030 2035 2040 Incremental Development Percentage 10% 50% 40% 0% 0% Accumulative Development Percentage 10% 60% 100% 100% 100% Total Project Demand 62 AFY 371 AFY 618 AFY 618 AFY 618 AFY These Project demands are compared in Table 7 to the anticipated City demands and demands increases from 2020 to 2045. Other Water Supply Assessments prepared after the most recent UWMP must be included in this analysis, and the City provided Water Supply Assessments for three other Projects: the County of Orange Civic Center Facilities Strategic Plan (OCC), the 2525 N. Main Street Residential Development (AC 2525) project, and the Elks Site Mixed -Use Development at 1660 E. First Street Project (Elan). No other project WSAs outside of the three listed above were identified by the City. The project water demands are included in the table to determine if the combined demands of the OCC project, AC 2525 residential project, Elan residential project, and MainPlace Project are within the anticipated overall City demands. Kimley>»Horn Page 1 21 City of Santa Ana MainPlace Mall Transformation Project Water Supply Assessment Table 7: City Anticipated Water Demands with MainPlace and Cumulative Projects Added 2020 2025 2030 2035 20401 UWMP SFR Demand 14,092 15,137 15,241 15,237 15,259 UWMP MFR Demand 10,405 11,177 11,254 11,251 11,267 UWMP Other Demand 12,033 12,925 13,014 13,010 13,030 UWMP Landscape Demand 148 158 160 160 160 UWMP Total Demand 36,678 39,397 39,669 39,658 39,716 UWMP Accumulative Demand 23 2,742 3,014 3,003 3,061 Total Project Demand 62 371 618 618 618 Total Civic Center Demand' 158 385 576 770 770 Total AC 2525 Demand' 133 133 133 133 133 Total Elan Demand' 195 195 195 195 195 Total Additional Demand (Project + three projects) 548 1,084 1,522 1,716 1,716 Comparison with Accumulative Demand -525 1,658 1,492 1,287 1,345 Note: units are in acre-feet peryear (AFY). UWMP = Urban Water Management Plan; SFR = single-family residential; MRF = multi -family residential 1. Projected values per the City of Santa Ana 2015 UWMP, Table 2-4. 2. From OCC WSA. 3. From AC 2525 WSA (net increase). 4. From Elan WSA. In 2020, the combined demand of the OCC, AC 2525, Elan, and MainPlace projects would exceed the additional anticipated City demand by 525 AF. This exceedance is approximately 1.4 percent of the overall City demand in 2020. This increase can be considered negligible in the context of the overall City water demand. I n the remaining 5-year periods through 2040, the combined demand of these projects is far less than the City's anticipated additional demand. Of note, the demands in the OCC WSA seem quite high compared to the 330,000 sf of net additional office space proposed. The OCC water demand is likely considerably overstated. 4.7 Water Shortage Contingency Plan The City is committed to reducing the net water demand during the times of drought or acts of nature, in accordance with SBx7-7. The City has adopted a Water Shortage Contingency Plan and Ordinance No. NS-2877 as part of its Municipal Code. Ordinance No. NS-2877 describes the measures that may be implemented in the event of a water shortage, including different stages of action corresponding to different levels of drought. Kimley)»Horn Page 1 22 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment Table 8: Water Shortage Contingency- Rationing Stages to Address Water Supply' Stage No. Water Supply Conditions %Shortage Phase 1 A Phase 1 Water Shortage applies during times of regional drought Shortage when, in the spirit of cooperation, the City desiresto assist in overall Up to 10% water conservation and water consumption reduction Phase 2 A Phase 2 Water Shortage applies during times of regional drought Shortage when, in the spirit of cooperation, the City desiresto assist in overall Up to 20% water conservation and water consumption reduction A Phase 3 Water Shortage Emergency applies during times of Phase 3 regional drought when, in the spirit of cooperation, the City desires ° Up to 50% Shortage to assist in overall water conservation and water consumption reduction 1. City of Santa Ana 2015 UWMP, Table 5.2.1 4.7.1 Demand Management Measures (DMM) The Santa Ana Water Utility Division, in collaboration with MWD, works to develop water conservation techniques to reduce the total potable water demand throughout the City and the greater area. In total there are 15 required Demand Management Measures (DMMs) within the City. The DMM list located in the City's 2015 UWMP and includes Best Management Practices (BMPs) for areas such as: operations, educational programs, residential surveys, incentive programs, efficient water saving unit replacement programs, and more applicably incentives for commercial and industrial uses.' The complete listing of DMMs follows: • No washing down hard or paved surfaces • Limit on watering hours • Re -circulating water required for water fountains and decorative water features • Drinking water served upon request only • Limits on washing vehicles • Commercial lodging establishments must provide guests option to decline daily linen services • Restaurants required to use water conserving dish wash spray valves • Obligation to fix leaks, break, or malfunctions • No installation of single pass cooling systems • Commercial car wash systems • No excessive water flow or runoff • No installation of non -recirculating water systems in commercial car wash and laundry systems • No watering during or within 48 hours of measurable rainfall s City of Santa Ana 2015 UWMP, Chapter 6. Page 1 23 Kimley> Horn City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment • No irrigation of ornamental turf on public street medians with potable water • Limit on irrigation with potable water of landscapes outside of new construction Summary and Conclusions The City's combined potable water system's existing and future water supplies during average/normal, single dry and multiple dry water conditions over a 20-year projection will meet the projected water demand associated with the Proposed Project, in accordance with California Water Code Section 10910 et seq., Government Code section 66473.3 and other applicable statutes. The City's variety of water supply sources and conservation measures play a key role in its continued ability to provide its residents and businesses with a reliable water supply. The proposed Specific Plan uses add 618 AFY of demand at buildout. Since the City has planned for significant additional demand from 2025-2040, the proposed uses associated with the Project will not negatively impact the City's ability to supply water to its service area. The Proposed Project would increase the City's total potable water demand by less than 2 percent. As shown in Table 7, under normal conditions, the City has more than adequate water supplies to meet all anticipated demands for the Proposed Project. During a single dry year, additional water would be recovered from groundwater storage and MWD surplus supplies, and the City would continue to have more than adequate water supplies. Despite Southern California's current drought conditions and anticipated drought conditions in the future, the Project's water supply is secure and not in flux. Kimley>»Horn Page 1 24 City of Santa Ana Main Place Mall Transformation Project Water Supply Assessment References City of Santa Ana Draft 2015 Urban Water Management Plan. Arcadis, U.S., Inc. City of Santa Ana 2017 Water Master Plan. Tetra Tech. Municipal Water District of Orange County, Orange County Water Reliability Study. CDM Smith County of Orange Civic Center Facilities Strategic Plan Water Supply Assessment, Tetra Tech Kimley)»Horn Page 1 25 City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR Appendix J. Sanitary Sewer Capacity Study City of Santa Ana Addendum to the MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR This page intentionally left blank. SANITARY SEWER CAPACITY STUDY for Mainplace Mall Santa Ana, California January 11, 2019 Prepared for: Centennial 8750 North Central Expressway, Suite 1740 Dallas, Texas 75231 (972) 888-8000 Prepared by: 765 The City Drive, Suite 200 Orange, CA 92868 (714) 939-1030 KHA Project #194021001 © 2018 Kimley-Horn and Associates, Inc. Kimleya>>Horn TABLE OF CONTENTS Narrative Sections I. Project Description II. Existing Conditions III. Proposed Conditions IV. Conclusion V. CEQA Threshold Analysis Appendix Sections 1) Vicinity Map 2) Aerial of Project Area and Existing Sewer Lines 3) Sanitary Sewer As -built Plans 4) Sanitary Sewer Typical Load ingTable 5) Sanitary Sewer Flows and Capacity Analysis Kimleya>>Horn I. Project Description MainPlace Mall has evolved over several decades, from the original Fashion Square to the present mall of approximately 1,130,000 square feet of commercial uses. In 1983, the project was revised from an open-air mall to allow for an enclosed mall with additional office and hotel development allowed in addition to the retail uses. At that time an Environmental Impact Report was prepared and certified for the full build -out of that entitlement. Additional entitlements in in 2000 revised the allowable land uses established in 1983. The site currently consists of approximately 49.04 acres, with private internal driveways and infrastructure and a ring road (Mainplace Drive) that is public. The site has long been planned for further development, and existing entitlements allow the development of up to 1,500,000 square feet of office, well as hotels and additional retail. The current owner wishes to modify the entitlements to allow more flexibility in the further development of the site, reducing the allowed office and retail uses and adding residential uses. This diverse mixture of uses fulfils the purpose of the General Plan's District Center land use by adding residential uses in a mixed -use setting. The existing mall is divided into eight parcels based on recorded Parcel Map 99- 152. The present mall includes 1,130,000 square feet of retail uses within an enclosed mall building. The vesting tentative parcel map approved in 2000 provided for up to 1,600,000 square feet (1,509,255 square feet were developed at that time) of retail, cinema, and restaurant uses, 1,500,000 square feet of office, and 400 hotel rooms. Under the 2000 tentative parcel map, the maximum retail development continued to be 1,600,000 sf. The new owners of the mall wish to modernize the mall in keeping with mixed -use development principles. Table 1 below outlines the originally approved uses in 1983, revised uses approved in 2000, and the currently proposed uses: N WIM I V Land Use Original Approval - 1983 2000 Parcel Map Current L Proposal Retail 1,600,000 sf 1,600,000 sf 1,400,000 sf Office ,1,500,000 sf 1,500,000 sf Hotel 1,200 rooms�� •• �� •• •00 units Kimleya>>Horn The current proposed Specific Plan defines two zoning categories: the mixed -use zone, and the commercial core zone. Both zones allow for a wide range of uses. The commercial core zone is comprised mostly of the area of the existing mall and surrounding ring road along with portion of the existing surface parking lot west of the existing mall building. A specific subdivision configuration has been determined based largely on the footprint of the existing mall and parking structured and the surrounding property boundaries. Table 2 below outlines the parcel sizes and zone for each parcel: Table 2: Parcel Sizes and Zones Parcel Area (Acres) Zone 1 Mixed Use 2 Mixed Use 3 Mixed Use 4 Mixed Use 5 Mixed Use 6 Commercial Core 7 Mixed Use 8 Mixed Use 9 Mixed Use 10 Mixed Use Not a Part Commercial Core *Note: Parcel 6 Includes the existing mall building. The Not a Part parcel includes the existing JC Penney property and is not a part of the parcel map subdivision, but is a part of the Specific Plan II. Existing Conditions and Infrastructure The City of Santa Ana owns and maintains an extensive network of sewer infrastructure, primarily sewer mains, throughout the City of Santa Ana. The City mains periodically connect to Orange County Sanitation District (OCSD) trunk sewers throughout the City. The Orange County Sanitation District (OCSD) is a public agency that provides wastewater collection, treatment, and disposal services for approximately 2.5 million people in central and northwest Orange County. OCSD is a special district that is governed by a Board of Directors consisting of 25 board members appointed from 20 cities, 4 special districts, and 1 representative from the Orange County Board of Supervisors. OCSD has two operating facilities that treat wastewater from residential, commercial and industrial sources. OCSD releases treated wastewater into the ocean through a 10-foot diameter offshore pipeline that extends five miles from shore to the point approximately Kimleya>>Horn 200 feet below the ocean surface. An emergency standby 6.5-foot diameter pipeline stretches one mile from shore. The one -mile -long diffuser section of the five -mile ocean pipeline contains 503 portholes through which treated wastewater is slowly released. OCSD supplies the Orange County Water District with more than 130 million gallons a day of treated wastewater which is then reclaimed and reused for treatment processes, landscaping, injected into the seawater intrusion barrier to protect groundwater, and for the Groundwater Replenishment System (GWRS). The GWRS produces enough new water for nearly 850,000 residents in north and central Orange County. OCSD staff indicated that OCSD is currently evaluating systemwide capacity and performing a systemwide sewer model calibration utilizing flow monitoring. Several priority projects have been identified to alleviate sewer capacity issues across the District; none of those projects affect the MainPlace Mall or any of the infrastructure serving the mall. OCSD has a 30-inch trunk Memory Lane Interceptor (Interceptor) in Mainplace Drive along the southerly mall boundary. The trunk sewer conveys sewage from east to west, under the Interstate 5 Freeway, and connects to OCSD's 78-inch diameter regional trunk sewer that parallels the Santa Ana River along its west bank. The Santa Ana River trunk conveys sewage southerly, ultimately outfalling at the Treatment Plant 1 water reclamation facility in Fountain Valley, CA, processing approximately 117 million gallons per day (MGD) of sewage. The sewershed that includes MainPlace Mall is largely built -out, aside from potential future redevelopment projects that increase existing density. The City does not have a sewer main in Main Street along the Project frontage. There is a 15-inch diameter City sewer main in Mainplace Drive that runs southeast from the southwest mall entry drive to a connection with the OCSD Interceptor. The slope of the City main is approximately 0.38% per City record drawings. On -site private sewer mains run from north to south on both legs of the on -site ring road. The two on -site sewer mains converge at the southwest mall entry drive and a single 15" pipe connects the MainPlace Mall private sewer system to the City's Mainplace Drive 15" sewer main. (Refer to Appendix 1) Since the mall has a unique connection to the City sewer network and the City sewer main in Mainplace Drive only serves the mall property, flow monitoring is not considered necessary for determining existing sewer flow depths and the ability for the existing infrastructure to support the ultimate Project build -out. The allowable capacity of the existing City 15" sewer main in Mainplace Drive (75% full), is 3.63 cfs at a 0.38% slope. However, the last segment of the 15" sewer main runs at 21% between the last manhole and where it ties into the 30" Kimleya>>Horn CCSD interceptor. This segment of the 15" main has an allowable capacity of 26.99 cfs. (Refer to Appendix 4). III. Proposed Conditions The existing onsite sewer system in the mall ring road will largely remain in place with the proposed future development. An existing sewer line on the west side of the mall may need to be re-routed around a portion of parcel 6 to Mainplace Drive. A new 15" public sewer line sloped at 0.50% is proposed in Mainplace Drive to convey the re-routed flow from Parcels 7-9 and a portion of Parcel 6 to the existing 15" main in Mainplace Drive. The Project's estimated sewer generation, as shown in the following table, is based on Section 300.4.1 of the City of Santa Ana's Design Guidelines for Water and Sewer Facilities. Due to the unique nature of the Project, site specific generation rates were calculated by interpolating between land use classifications with similar densities. Also, since the site commercial uses have a higher density than a typical development, the generation rates were calculated by extrapolating commercial rates by comparing typical floor area ratio (FAR) with the site proposed FAR. The 2.9 million square foot floor area, retail and office combined, would generally be sited on an approximate 133-acre site assuming a 0.5 typical FAR. A 0.5 FAR is consistent with the City's general plan. A factor of 2.5 has been applied to the typical commercial sewage generation rate, accordingly. Estimated Proiect Sewage Generation at Build -Out Average Flow Peak Flow Use Generation Rate Quantity Rate (Note 4) Multi -Family 190 pgd/unit 1,900 units 0.56 cfs 1.68 cfs (Note 1) Hotel 190 gpd/room 400 rooms 0.12 cfs 0.36 cfs (Note 2) Commercial 0.0125 cfs/acre 49.0 ac 0.61 cfs 1.83 cfs (Note 3) Total 1.29 cfs 3.87 cfs Note 1: The City publishes sewage generation factors on a per -acre basis with densities assumed. The generation factors and densities extrapolate to approximately 190 gpd/unit. This is consistent with other published factors. See Appendix 4. Note 2: Hotel density is 63 units per acre for 400 units. See Appendix 4. Note 3: Commercial development consisting of office and retail uses, both assumed across the entire site. The typical commercial generation rate (0.0050 cfs/acre) is tripled to account for the density of commercial development on -site. See Appendix 4. Note 4: Peak flow assumed to be 3.0 times Average Sewer Flow, per City standards. OCSD peaking factor is 2.0 (2.5 for 8-inch mains) Kimleya>>Horn Since both specific plan zones allow for multiple uses and the precise site plan is not yet determined, a uniform factor of 0.0789 cfs per acre has been applied across the 49.04-acre specific plan. IV. Conclusion The proposed build -out estimated total average flow rate is approximately 1.29 cfs with a peak flow rate of 3.87 cfs. The site, with the exception of Parcel 5 (0.45 cfs), drains to the existing 15" sewer main in MainPlace Drive. The peak flow generated by the site at this discharge point is estimated to be 3.42 cfs. This flow is less than the allowable capacity (3.63 cfs) of the 15" sewer main at this point. Parcel 5 will connect to the last manhole on the City 15" main in MainPlace Drive. The 15" main from this manhole to the 30" OCSD interceptor slopes at approximately 21%. This segment of the 15" sewer main has an allowable capacity of 26.99 cfs which is greater than the combined estimated project site flow of 3.87 cfs. Therefore, the existing city sewer system is adequately sized for the estimated peak flow generated by the site at build -out. Preliminary estimates by OCSD indicate that the Interceptor is running approximately half full, leaving additional capacity for additional development in the sewershed. OCSD will not allow for outside flow monitoring of its sewer system. OCSD will require the project to apply for an official capacity check. OCSD will not "set aside" capacity in the sewer system for the project; therefore, individual developments as they come on-line in the future will have to also reapply for capacity checks as the come on-line. V. CEQA Threshold Analysis The following standard CEQA thresholds are applicable to the site sewer: Threshold U1: Will the Project exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? OCSD has indicated significant additional capacity is available in its trunk system and treatment plant. The constituents of the wastewater generated by the project is typical of the "residential, commercial and industrial sources" that OCSD typically treats. Threshold U2: Will the Project require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? New sewer laterals on -site will be extended to future buildings. A new lateral from Parcel 5 will be extended into Mainplace Drive to connect to the City main Kimleya>>Horn line. A main sewer extension in Mainplace Drive to accommodate an on -site sewer reroute may also be required. All these extensions are within the current project footprint. Threshold U5: Will the Project result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project-s projected demand in addition to the provider's existing commitments? OCSD has indicated that it has significant additional capacity in its sewer system and that individual projects will apply for individual connection permits as they come on-line. Kimleya>>Horn APPENDIX I Vicinity Map II I< F . II - . IIF w • --_ - - a z N -� ul Is •i - t LR , .o •, bHb14 J. 7�� n •- .0 _iT, e.- Kimleya>>Horn APPENDIX 2 Aerial of Project Area and Existing Sewer Lines `} .ALL,zAL �Ai 4 JM wail", Ib r r t • l_ V n n• S G 30" OCSD INTERCEPTOR Vi jP �P- 'O 15" CITY MAIN / 15" ONSITE. /j S=0.0038 � 1T AN 10" ONSITE IT all �..... 12" ONSITE , !PSoo 4r , 8" ONSITE 40 v Y INTERCEPTOR ve : ' r 1► -- . _ Fr F' BEDFORD L 10" ONSITE tL, will E' W W - _ r : N r. MAIN STREET °ip.. - - - - fill -- - - , LEGEND SUBDIVISION BOUNDARY PROPOSED RIGHT OF WA' EXISTING SEWER LINE CENTERLINE IN z 'go to L O ,; U�I M Q Z 0, U N p n U Q O < K Q N W = o v�i�_j Y O OD Y � n m U lil N W 2 O Ln 2 �a n � M Z co 0 N `N U) <g ` JL C� � Z w 1 3: U)w X U) w V W Q J III oz z J � W Q I— Q W z z Z a 1 U W Z GRAPHIC SCALE IN FEET C) 1 SHEET NUMBER This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc 30" OCSD INTERCEPTOR 30" OCSD INTERCEPTOR - PROPOSED 15" �GJ�P S=0.005 PARCEL 7oollll� _ \ 15" ON SI TE = - \ � ;PARCEL 8 lC " - 10 ONSITE s•00, t _. 1 e Gam/ 12" ONSITE TIP'- F' ' - ■ ■ ��! 8" ONSITE 9 _ • A mill % . , PARCEL 9 t • e a d • - PARCEL 6 rp BEDFORD A",- �. 10 ONSITE I N.A.P .� - A_ , 8" ONSITE!�� A /FTI 4.1 ; >. ;.. PARCEL 1 CA -- > I- — I Q ' i•Gj - F,A&F7 I 'Il W 'tl, C 1� PARCEL 4 itC�40/� `ow 15" CITY MAIN S=0.0038 • PROPOSED PARCE 5 SEWER BYPASS G PARCEL 5 PARCEL 3 MAIN STREET Q. 1' 1 • tltA L p, 1 0, lk-j 1 11 d LEGEND SUBDIVISION BOUNDARY PROPOSED RIGHT OF WA' EXISTING SEWER LINE PROPOSED SEWER LINE CENTERLINE LAND USE SUMMARY PARCEL USE 1 MULTI —FAMILY 2 MULTI —FAMILY 3 HOTEL 4 MULTI —FAMILY 5 MULTI —FAMILY, HOTEL 6 RETAIL 7 MULTI —FAMILY 8 OFFICE 9 RETAIL, OFFICE Z 0 10 GRAPHIC SCALE IN FEET 151 to O � U� M U Z� N p n U d o Q N � � = �>ftI 0 > o vi�M _ Y 7� Y � n m U o w N W Z o �_ Ln(L n 0 W � U) W 0- W OU) w Q J III Q o Z ��z J W Q Q H a z w Z a U Z W I- < Z W < C SHEET NUMBER This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc Kimleya>>Horn APPENDIX 3 Sanitary Sewer As -Built Plans 3 THE UNDERSIGNED CIVIL ENGINEER HEREBY CERTIFIES: G E N E R A L NOTES y b 1. THAT ANY AND ALL UNDERGROUND EDISON TELEPHONE AND GAS LINES EXISTING OR TO BE CONSTRUCTED, CROSSING OR WITHIN THE PUBLIC RIGHT-OF-WAY AS 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ` SHOWN ON THESE PLANS WILL BE STAKED FOR EXACT TRENCH LOCATIONS BY HIS PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC WORKS FIELD CREWS PRIOR TO ANY CONSTRUCTION. CONSTRUCTION (CURRENT EDITION) AND SUPPLEMENTAL STANDARD PROVISIONS ISSUED BY AND FOR USE IN THE CITY OF SANTA ANA. 2. THAT THE UTILITY LOCATIONS (GAS, ELECTRICAL, TELEPHONE, PRIVATE WATER, �+TREET /�� L�//�/��+CTV, ETC.) SHOWN ON THESE PLANS DIRECTLY REFLECT UTILITY COMPANY LAYOUTS . �,7 IMPROV�I�� V T /� L_ /'"i/ V�.J 2. WITHIN 72 HOURS AFTER FINAL SURFACING IS PLACED ALL MANHOLE AND VALVE Yt 3. THAT THE FLOWLINE ELEVATIONS AT ALL SEWER MANHOLES WILL BE VERIFIED BY BOX FRAMES AND COVERS SHALL BE ADJUSTED BY THE DEVELOPER TO FINISH .._ GRADE. THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID TIMF HIS FIELD CREWS PRIOR TO PLACEMENT OF ANY PIPE BACKFILL; AND, FURTHER, THE CITY WILL ADJUST THE ABOVE ITEM AND BILL THE CONTRACTOR. _w THAT SAID ELEVATIONS WILL BE SHOWN ON THE AS -BUILT PLANS.4VA t 4. THAT THIS IMPROVEMENT PLAN HAS BEEN PREPARED BY HIM OR UNDER HIS SUPER- G/ Y A 3. WHEN CONSTRUCTION OF AC PAVING INCLUDES REPLACEMENT OF PAVEMENT VISION. OVER TRENCHES, PATCHES OR CUTS OR AN AC OVERLAY, PAVEMENT SHALL BE COVERED WITH PENETRATION TYPE ASPHALT EMULSION (0.07 GALLONS PER I SQUARE YARD) AFTER STREET PAVEMENT HAS BEEN CLEANED. FOG SEAL COAT i Phillip G. o erts ate IS NOT REQUIRED FOR CONSTRUCTION OF NEW STREETS OR WIDENING OF EXI_9T- IN z� ING STREETS. ' R.C.E No 2 2� THE Q UN %� Owdvrr ORANUL� 4. FEATHER AC WHERE MEETING EXISTING PAVEMENT. FEATHER TO LANE LINE OR `" A MINIMUM OF 10 FEET OR AS DIRECTED BY THE CITY ENGINEER. " `j" A I I T I ESTATE/FORMACONSTRUCTION NOTES U 5. THE ENGINEER FOR THE SUBDIVIDER SHALL PROVIDE HUBS IN THE STREET FOR FINISHED SUBGRADE AND FINISHED GRADE AT THE CROWN, AT ALL POINTS WHERE ELEVATIONS ARE SHOWN ON THE PLANS AND AT ANY ADDITIONAL POINTS n, to a .REQUIRED BY THE CITY ENGINEER. I CONSTRUCT A.C. OVER 12 A.B. 1581 650 SQ. FT. 6. AT THE TIME OF COMPACTING THE BASEMENT SOIL AND PREPARING SUBGRADE, IF 5A MAINTHE MOISTURE CONTENT IS SUCH THAT THE SPECIFIED RELATIVE COMPACTION 2 CONSTRUCT TYPE A ®2 _ 8 CURB AND GUTTER 51950 L. F CANNOT BE OBTAINED OR THE SUBGRADE IS YIELDING , THE FOLLOWING REMEDIAL { PER STANDARD PLAN NO. IOI ® ACTION SHALL BE PROVIDED: FROM MAIN STREET TO OWENS DRIVE a. REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING, OR f f 4 3 CONSTRUCT CROSS GUTTER PER STANDARD 930 L.F APPROVALS EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUITABLE MATERIAL OR " PLAN NO. 109 . BASE, OR C. INCREASE THE AGGREGATE BASE SECTION, OR 4 CONSTRUCT CATCH BASIN TYPE tt Ctt PER 4 EA. >t d. STABILIZE THE BASEMENT SOIL WITH SUITABLE ADDITIVES, OR STANDARD PLAN NO. 303 W = 5' V- VARIES (-SEE PLAN e. PROVIDE AN ALTERNATE METHOD SUITABLE TO THE CITY ENGINEER. S V C CONSTRUCT 12 A. C. P WATER MAIN. ?50 L. F EXECUTIVE DIRECTOR DATE 7 . WATER MAINS AND SERVICES ARE TO BE INSTALLED BY THE DEVELOPER AFTER ' AGENCY THE CURB AND GUTTER IS CONSTRUCTED AND BEFORE THE BASE UNDER THE AC PUBLIC! SERVICES AG NC SURFACING IS LAID. CONTACT WATER DIVISION SUPERVISOR AT 834-4924 TO 6 CONSTRUCT 12 °` GATE VALVE. 5 EA. ARRANGE SCHEDULING FOR WATER SYSTEM WORK BY THE CITY. t o 8. THE SUBDIVIDER SHALL RELOCATE ANY EXISTING PUBLIC UTILITIES LOCATED IN 7 INSTALL 22,000 L. H P S E L EC'T' R O L I E R S ON 30M A R B E L I T E STD, & BASE 28 EA. o A DEDICATED RIGHT OF WAY AS REQUIRED BY THE CITY ENGINEER. WITH UNDERGROUND SERVICE. SEE SCE F 0 R SERVICE RUN \ \ CHIEF -'ENGINEER I N E E R R C\20903 DATE 9 . PERMIT NOTE - NO PERMIT WILL BE ISSUED FOR INSTALLATION OF UNDER- LOCATIONS . (ICY S.C. EDISON) UTILITIES AGENCY GROUND UTILITY LINES UNTIL SAID UTILITY LINES ARE SHOWN PLACE 7=couNTqy ON THE STREET IMPROVEMENT PLANS AND THEIR LOCATIONS CONSTRUCT STANDARD THRUST BLOCI'f PER I3 EA. W ARE CERTIFIED BY' THE PRIVATE ENGINEER AND APPROVED BY Town► THE CITY. STANDARD PLAN NO. 408. a o 10. FOUR INCH VCP SEWER CONNECTIONS ARE TO•BE CONSTRUCTED FROM SEWER MAINS TO THE PROPERTY LINE. THE DEVELOPER'IS TO FURNISH THE CITY THE LOCATION #- EXECUTIVE DIRECTOR DATE OF EACH CONNECTION. ALL SEWER LATERALS ARE TO BE REFERENCED ON CURB. 9 CON TRU FIRE HYDRANT PER STANDARD 2 EA. k, PROJECT ECONOMIC DEVELOPMENT 11. ALL VCP JOINTS SHALL BE PLASTIC MECHANICAL COMPRESSION JOINTS OR PL ikN 4, 403. y BAND S EAL S . S1 TE 10 CONSTRUCT STRIPING & RAISED PAVEMENT 12. IT SHALL BE THE RESPONSIBILITY OF THE SEWER CONTRACTOR TO EXPOSE ALL ELEVATION JOIN POINTS TO THE EXISTING SEWER AND TO HAVE THE LOCATION AND EL N MAkE PIER 5��hwDARD P�.AN NO. 125 B. �' �( VERIFIED BY THE PRIVATE CIVIL ENGINEER PRIOR TO ANY SEWER STAKES GRE ��o�ss� CITY ENGINEER RCE 20921 DATE BEING FURNISHED. (SEE PRIVATE ENGINEER CERTIFICATION REGARDING x . "AS BUILT" ELEVATIONS. ) 1, x tt PULL BOX PER S.C.E. 29 EA. G® w �. L� PROVIDE 10 2 17 L� �. gA ,� -- 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL FLOW REQUIREMENTS. co �' LINE ELEVATIONS AT ALL SEWER MANHOLES VERIFIED BY THE PRIVATE CIVIL 7C No. 21 ENGINEER PRIOR TO ANY PIPE BACK FILL. "AS BUILT" FLOW LINE ELEVATIONS so .A ® Exp. g- .fig ARE TO BE SUBMITTED TO THE CITY PRIOR TO ANY PAVING. 12 INSTALL 2 SCHEDULE 40 P. V.C. & PULL CORD 31800 L.F 1,�, Civil. EDGEWOOD �. �Or C�1�1 L. G N ® 14. THE CONTRACTOR SHALL NOTIFY THE PRIVATE CIVIL ENGINEER 24 HOURS IN PER S.C.E. REQUIREMENTS. Q ADVANCE OR ANY UTILITY STAKING. t I `�� y - CENTERLINE 15. CALL UNDERGROUND SERVICE ALERT,. 1-800-422-4133 , AT LEAST 2 Wn�hlNG UAY5 13 CONSTRUCT JUNCTION CHAMBER PER 2 EA. �o RIGHT-OF-WAY LINE PRIOR TO ANY EXCAVATION WHICH MAY DAMAGE OR INTERRUPT THE SERVICE �a OF ANY UNDERGROUND UTILITY LINE. k�7 STANDARD PLAN NO.306 WATER LINE A C ARA SS PROPOSED SANITARY SEWER 16. USE FULL -DEPTH HEADER FOR VERTICAL FACES OF PCC CONSTRUCTION. 1 �--(SS)---- EXISTING SANITARY SEWER \i 17. ANY PERMANENT BARRICADE OR SAFETY SIGN OMITTED ON THE PLANS AND CON - CONSTRUCT JUNCTION CHAMBER PER 5 EA. \ SD PROPOSED STORM DRAIN T SIDERED NECESSARY B�. THE ENGINEER SHALL BE INSTALLED BY THE DEVELOPER STANDARD PLAN NO. 201 A — --(SD)— -- EXISTING STORM DRAIN AT NO COST TO THE CITY GATE VALVE LOCATION IO� AP 18 . STREET LIGHTING - BEFORE ANY ELECTRIC CABLE OR CONDUIT IS PLACED FOR rt CULVERT- TYPE i' A" PER CITY I EA. FIRE HYDRANT STREET LIGHTS, THE LOCATIONS FOR THE PROPOSED STREET 5 CONSTRUCT PARKWAY NOT To SCALE $- LIGHTS ARE TO BE VERIFIED BY THE CONSTRUCTION STREET LIGHT �' NTA ANA ST®, PLAN NO. 318 ( S = 2 t) INSPECTOR (714) 834-4180 AFTER THESE LOCATIONS CURB 8c GUTTER HAVE BEEN MARKED OUT AS SHOWN ON THE IMPROVEMENT tt A.C. PAVEMENT PLANS BY THE DEVELOPER/ CONTRACTOR. f 18 CONSTRUCT 16 A.C.P WATER MAIN. (BY CITY) 535 L.F PROPOSED POWER, TELEPHONE & GAs ;f r _L9.. BASIS OF BEARINGS: THE CENTER LINE OF MAIN STREET, NORTH 0002'48" WEST. to NOTE - BASIS OF BEARINGS DIFFERS FROM ON -SITE WORK AND CITY UTILITIES I CONSTRUCT 15 V. C . P. SANITARY SEWER. 11042 L.F EASEMENTS. FOR THESE, THE BASIS OF BEARINGS I S : THE CENTER LINE OF JI _ MAIN STREET, ASSUMED NORTH 0000'59" EAST. I PLANT TREES PER STD. 124 SPECIES LOCATION TO BE DETERMINED I I EA. INDEX } IN THE FIELD. CALL CLINT JONES (714) 834- 4922. DES r. 20, EXISTING UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO to S H E E'T' DESCRIPTION THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HOW- 4 Ulu EVER, IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF CONSTRUCT ?JO R.C.P. 330 LF r^ �`'� ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE ANY CONSTRUCT 11 5 L, 1 TITLE SHEET .f FACILITIES OR INTERFERE WITH THEIR SERVICE. UCT i8 R.C.P. o. d3129 � 4 21 CONSTRUCT ENCASEMENT' PER STD. NO. 203, DETAIL "A ", 70 L. F.` 1 �.� 2 MAIN PLACE - STA . 0 +00 .T O STA . 10 + 25 �. �xp, �2I3i1� 21. MAIN PLACE PROPERTY LINE SHOWN REPRESENTS THE PROPERTY LINE OF THE �V1L MAIN P CE SHOPPING CENTER . 2 CONSTRUCT TRENCH EXCAVATION BEDDING & RESURFACING nS _.a �2'7® L. F3 MAIN PLACE — STA . 10 +25 TO STA . 21 +00 �A�° 22. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES BETWEEN z PER STD' NO. 206, STRUCTURES AND NOT PIPE LENGTHS. 23 CONSTRUCT VERTICAL OFFSET IN WATER MAIN PER STD. NO.411. 1 EA. ' _ 4 MAIN PLACE STA .. 21 + 0o TO STA . 31 + 0 23. ALL WATER LINE WORK SHALL BE INCLUDED IN BID ITEM N0. I. 24 CONSTRUCT CMP DROP INLET PER STD. PLAN NO.316 2 EA, Q - 5 MAIN PLACE - STA. . 31 +®® To STA. . 34 �- 49.03 &TYPICAL SECTIONS 24 r SEE SHEET 5 FOR TYPICAL SECTIONS. 5 CONSTRUCT 4 CONCRETE BUMPER PER DETAIL 2 SHT. 2 2 EA NOTICE TO CONTRACTORS — 6 MAIN PLACE — STRIPING & SIGNING LAN z All Contractors and Subcontractors performing any work shown on or related to STA . 0 +00 TO 21 +00 these plans shall conduct their, operations so that all employees are provided 28 CONSTRUCT WHEELCHAIR ACCESS RAMP a safe lace to work and the public is protected. All Contractors and Sub- _ P p p PER CITY OF SANTA NA STD. NO. 122A —7 MAIN PLACE STRIPING & SIGNING PLAN �� .`� v„ contractors shall comply with the Occupational Safety and Health Regulations",1 .� I of the U.S. Department of Labor, and with the State of California Department M®DIETED TO 8 C.F. STA. 2 0 i- 0 0 T O STA . 3 4 -E- 49.0.E � of Industrial Relations' "Construction Safety Orders". However, the Construe- m. STi��i✓ t.._1. I� C in an way for `yam u_. Lion Engineer and City of Santa Ana shall not be responsible y y 27 CONSTRUCT SIDEWALK PER STD. PLAN 8 MAIN PLACE — STORM DRAIN PLAN T" BHT /�.UTHoi�(� T N N said compliance by the Contractor or any Subcontractors. N0. 104..x . ., M J MAIN PLACE & — SEWER MAIN INSTALLATION The Contractor further shall assume sole and complete responsibility for job � ; '�� g . P .g INSTALL 1" WATERI IT I" METER' \ ' site conditions during the course of construction of this project, including ARNETT DRIVE SANTIAGO CREEK TO 1,00® NORTH safetyof all persons and property; that this requirement shall apply contin-a -ROBERTS P P P Y9 P STD. LA I (BY CITYFORCES uousl and not be limited to normal workinghours and that the Contractor ENGINEERING,£' shall defend, indemnify and hold the Owner, Engineer and City of , Santa Ana .0 APPLICATION F 10 AI PLACE - SEWER I INSTALLATION 5701 SL. S AVENUE, SUITE 5 U N U 4; harmless from any and all liability, real or alleged, in connection with the C � I)E__r Ivt Na, �2 - i - , , CULV CITY, CALIFORNIA �02�0 ( e F ..r 1',_.�. ..__µ_. A E TT I VE E T I L performance of work on this project, excepting for liability arising from the � ��.. ,w .� ., . � � � -- 1;,S U E U FOR t- t0UlN 12-2- as g sole negligence of the Owner, the Engineer or the City of Santa Ana. � �u vR F,VI �v� - .�� - � SHEET I OF 10 Jill " r ni aTy ,e.a.:' �,t: IE tF , ,afl [ —we- TR.1PT'Q 4.� k _ 4 i Y 5 , x y 4 4' r: z s F E [ f i tl. t F x , : t f' t I � 1 f E i x [ t i F t • i , , i- i k yy _, f. f 4 E k0;*`0 N T R A C T NVE13* FROM iP o Qj N � O SANTA ANA MEMORY LANE RIVER 2 INTERCEPTOR 3 4 5 6 7 8 0 0 0 GO SANTIP a � 3 o 0 5 U_ cc M SANTA' CLARA AVENUE N a cc Uj a U' to x Mcc J le;� 16 AVENUE FRWY 1 13 12 11 10 CREEK 'GENERAL NOTES 1. STATIONS SHOWN ARE HORIZONTAL PROJECTIONS ALONG CENTERLINE OF PIPE. 2. AERIAL PHOTOS FROM WHICH THE TOPOGRAPHY AND CONTOURS WERE PREPARED WERE TAKEN ON AUGUST 1, 1991. BENCHMARK Orange County Surveyor IN THE NORTHEAST PART OF THE INTERSECTION OF BRISTOL STREET AND MEMORY LANE; 27.5 FEET EAST OF THE PROLONGATION OF THE EAST CURB OF BRISTOL TO THE NORTH, 3 FEET WEST OF THE WEST-NORTHWEST BEGINNING OF THE CURB RETURN, 2.6 FEET SOUTHEAST OF A TRAFFIC LIGHT SIGNAL POLE, IN THE TOP OF THE SOUTHWEST CORNER OF A 3 BY 6 FOOT CONCRETE CATCH BASIN, LEVEL WITH THE SIDEWALK. ELEVATION = 118.410 (1976) AVENUE APPROVED . f�. Date CHUCK McR Ik • h . F . • • 1 . 11 11 i #v [ 1i 1 _1 1 11 . . iction 1 1 inspectors,• • f 1 / 1 • 1 / 1 • 1 / 1 1 1 • 1 1 • • 1 4/ � 1 1 1 ,1 .E. • . . � � . 11 11 � tl J r J 1 1111 1 � 11 In � illlll ioil 11._i�lllllllilllllli • u oil 11.111 � 1 ... . . - - Min : a_ \ ED t h1L_j[::1=F_�Z=EIEoC o'Osa c SE T. JL � ST [1L7D1.L7E:1LC1 E1GI �J ]L C� I]LfI.[�CLIC'O CL� � ll 1 o J] L fl�C]Grsc N.T.S.z��j �[coIo� i I �`� � F- Ll�l lI �IAVE.` J `. ��I �� 1�i SIG '�,��d�" ��[[(�; l�L�iIDC�G'J� LG��'� �� OCATION MAP L / IINL'=� OO =SHEET N0. 71 9W Ir �JL�L�,IiLL�rf��C� z cr E. L 'E' .�}/JPE �ll.��L AGENCY INDEX ALL INFORMATION RELATIVE TO THE LOCATION, TYPE, AND OPERATIONAL STATUS OF UTILITIES AND/OR IMPROVEMENTS WHICH APPEAR ON 7HE31F. FLANS WAS PROVIDED BY THE FOLLOWING RESPECTIVE OWNER OR AGENCIES Name and Address Abbr. Phone Name and Address Abbr. Phone County Sanitation Districts C.S.D. 714/962-2411 Pacific Bell P.B. 714/259-3877 of Orange County 714/540-2910 1452 Edinger Avenue 10844 Ellis Avenue Tustin, CA 92680 Fountain Valley, CA 92708 Southern California Edison S.C.E. 714/973-5454 Southern California Gas Co. S.C.G. 213 /244 -8447 1241 South Grand Avenue Transmission Department Pipeline Coord. Santa Ana, CA 92705 2424 E. Olympic Blvd. Los Angeles, CA 90021 Comcast Cable C.C. 714 285-2050 / 2201 South Anne Street Southern California Gas Co. S.C.G. 714/634-3262 Santa Ana, CA 90012 Distribution Department Post Office Box 3334 City of Orange Department City of O. 714/744-5525 Anaheim, CA 92803-3334 of Public Works 300 East Chapman Avenue Metropolitan Water District M.W.D. 213/250-6394 Orange, CA 92666 of Southern California 1111 Sunset Boulevard Workday 213 /250-6426 Charles Poling Cable of Orange C.O. 714/771-4910 Los Angeles, CA 90012 24 Hours 213 /250-6000 1551 North Glassel Orange, CA 92660 County of Orange Environmental Management Agency E.M.A. 714/834-2300 Gatron Industries U.S.Nav 213/921-2271 Y 400 Civic Center Drive 15306 Norwalk Blvd. Santa Ana, CA 92701 Norwalk, CA 90650 City of Santa Ana Department City of S.A. 714/565-4055 Underground Service Alert U.S.A. 800/422-4133 of Public Works 217 North Main Santa Ana, CA 92701 APPROVED: C CITY OF ORANGE DATE SEGERST 0 11IC- - AV E . IL lL 00 0® Q SCALE I" : 2500'± ef''rA ► sLv o. rc5o 0- ? ®c MAC ARTHUR � o o o L— 1 UN Lj EXP."/93 % �� 9TE of DISTRICT NO. I BOUNDARY =yCITY OF SANTA ANA BOUNDARY ®s ®• APPROVED: CITY OF SANTA ANA-W DATE C®UNTY SANITATION DISTRICTS OF ORANGE COUNTY RECOMMENDED DE RCN MANAGER DATE APPROVED: ,.t„,,�/, �, , , . •r�/ T THOMAS M. DAWES DATE Director of Engineering, C.S.D.O.C. J (pit UJ 3 3 p W J (n Ln W - - M _ _ Z:) (D W �0 W -- -------- APPROX. SURFACE OVER PIPE _ --' 40 -------------------------------------------------- I I p V30' V. C. P. 30' V. C. P. S=0 00592, 5=0. 0045 I 30' V.C. 5=0.00603 itz 30' V. C, P, 5=0. 0 603 _ 0 Y 21 m 'n Q ~ m CO o © 390.50 L.F. ,, N I m CO cr, 2L{ L.f JACK rr OF 60' MIN. I . D. X 5/4' MIN. (o 91 L.F, _ _ THICKNESS STEEL CASIN WITH BORING HEAD AND �'_o M7 > N ro 0 ] INTERMEDIATE JACKING STAT ON IF REQUIRED SEE SPECS. + w z + + w o R o "� p CONSTRUCT 390 L.F. 60'MIN.I.D. TUNNEL p i a> a d a > 00 > u? LINER PLATE, MIN. 8 GA. THICKNESS, MIN. 0 N z V) N V z 0 * w 00 SECTION MODULUS - 0.0353 IN.3/IN., (0 O 0 c� � w (p &MIN. RAOIUS OF YRATION = 0.44 IN. O (V NLc) F5Q Noz O Qn2S 0J � v_ > n w N w W V) - PROFILE SCALE � Z HORIZONTAL I' = 40' VERTICAL I' = 4' 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 �►,' SANTA ANA FRWY MA I NP ACE DR. INV.ELEV.N=135. 16 O A �, SANTA ANA FWY, CALTRANS� ^ / O G 8' STL. -U. S. NAVY R/W X ` W= 135. 08 6. F 6' C. I . P. -CITY OF S. A. 36' R. C. P. -CITY OF S.A. J,�, 6, 1 -2' DU. -S. C. E. O CONSTRUCTION NOTES STA. 56+00. 00 CL MH.� I g• SAV f (ABAN) -C f'TY OF S. A. 1 2' C. 1. P. -C I TY OF S. A. \ \ 16' A. C. P. -CITY OF S. A. O O + 35 16' C. C. P. -CITY OF S. A. 4 8 X 1 4 VAULT -CITY OF S. A. 1 -5 1 -4' D1 -2', 1 -3/4 DU. -S. C. E. y � O O � � � ,` �� 30' R. C. P. -CITY OF S. A. I V, C. P. -CITY OF S.A. B STA. 60 3 1 . 7 1 � MH. ti� O CONSTRUCT 30" V.C.P- WITH TYPE II BEDDING Q - LC)m - ----- - -ao 26' ST CSG ----- - \ 4 FL 42. 09''53. 1 ' RT I rn 2 --16 W--E=-s=^_16 ---- Z - �! �/ 8O CONSTRUCT 72" I.D. MANHOLE PER CSDOC STANDARD DRAWING S-050. /2 VC-P STUBS j Q S88' 02' 00. 3' E n ^ _ 55+pm _ S88' 02' 00. 3' E 6P+0 O W - - --- _ _ - \ 13 \\ \ \ O INSTALL 60" I.D JACKED STEEL CASING OR TUNNEL LINER PLATE AND 30" CARRIER V.0 P WITH --8' S (ABAN) - _ (n 8 ��\\` 8 S - - 4- - -- - 1 O/ Q GROUT BETWEEN STATIONS AND DETAIL 1 ON SHEET 17, SEE SPECS. N- 134. 71 'r S9 f- W 56.21 and 60.08 Ll.l 8' V. C. P. (ABAN) -C I TY OF S. A. /\� \�� I NV. ELEVSE- 134, 50 \\ \ 6 S2 --E- N = 18 REMODEL EXISTING MANHOLE BASE, CONSTRUCT 72" LD. MANHOLE AND 37 L.F OF LL J Z 8• V. C. P. -C I TY OF S. A. -�� / x � �- D � 15" V.C.P. PER CSDOC STANDARD DRAWING S-050 AND DETAIL 5 ON SHEET 17 NW=134.54 6, A_T LLJ N J 0S 2q 8'FUE 8' V. C. P. -C I TY OF S. A. �\ Y\ 4 Z Lu ig CONSTRUCT 72" I.D. MANHOLE PER CSDOC STANDARD DRAWING S-050 AND s•G �C4S/N �� 1 6' C. C. P. -C I TY OF S: A. \� - W 5' X8' -6' X7' VAULT-S. C. E. I U4 DETAIL 6 ON SHEET 17. SANTA ANA FWY. I ' A. C. P. -CITY OF S. A. / 88' 13' 23,. ' E J M' 1 2KV DU-S. C. E. 2 35 RECONSTRUCT CONCRETE ALLEY DRAIN IN KIND. STA 1011+31f = 9 Q % MEMORY LANE I NT. �� C> 46 %' STA 61+27, 92 RK-- STA. 58+36. 00 t ST T I ON EQUATION \\ �+%p _ _ ~ 40 PROTECT EXISTING JET FUEL LINE, SEE SPECS. y r 15'\EAS ENT • OR �� CALTRANS R/W STA. 6 1 +30. 38 AH CLMH, SEWER, L NE & DEFL I' 21 ' 16: 7" LT (?A EQ A ES S 'OJ S.P�2 2/8�% 3-23-93 own �� .� e� P AS sulLr s °l ONE INCH ON ORIGINAL COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA �a DISTRICTS NOS. I & 2 Ne Lnq/ncc�nq Cof,00fc l Bo4CW7 Aw 1501 QUAIL STREET NEWPORT BEACH, CA 92658 (714) 476-3300 an e„�b W • s. HYDRAULIC HYDRAULIC DATA DATA MEMORY LANE INTERCEPTOR d= 30' d= 30' GRAVITY SEWER D= I. 66' D= 1. 62' n= 0.013 n= 0.013 STA. 53+00. 00 TO STA. 62+00. 00 2-30 (�l MEMORY LANE ALLEY ,� OW E N S DR I V E DATE JAN. 1992 9 DRAocc Ra S= 0, . 8 1 c f S= 0, 00592 S E3ui&T s cM 93 -� � F..�*FC 1 77I 4 z(ti`I 0= 24. $ CfS Q= 23. $7CfS I ADJUSTED MANHOLE LOCATION P.E.S 4 1 92 DESIGNED M.A.D. PRD (EGr A� a77 DATE = 16. 0I ps = 15. 40MGD NO. DESCRIPTION APPROVED DATE DRAWN M.F./L.J. V= 7. 7f s V= 7. 07f s PLAN SCALES I ' =40' REVISIONS cECXED P.E,S. . PROJECT ENGINEER R.C.B DATE Na 8 of 3 3 Kimleya>>Horn APPENDIX 4 Sanitary Sewer Typical Loading Table 300.4 FLOW DESIGN CRITERIA 300.4.1 Sewerage Flows All design flows shall be based on the Applicant's (developer/builder) estimated sewerage generation rates for the proposed use, application, establishment, commercial, industry or development or re -development project. The following average sewage flow coefficients can be used as a guide to estimate the sewerage generation for some of the more common land uses: Land Use Classification Low Density Residential (8 du/ac max) Medium Density Residential (15 du/ac max) Med/High Density Residential (35 du/ac max) Med. Urban Center Residential (60 du/ac max) Urban Center Residential (90 du/ac max) Mixed Use Corridor (130 du/ac max) Commercial Industrial Schools Medical Center Hospital 300.4.2 Peak Flows The peak flow is assumed to be 3.0 times the average sewage flow. 300.4.3 Design Criteria Average Sewage Flow Coefficient 0.0032 cfs/acre 0.0045 cfs/acre 0.0105 cfs/acre 0.0180 cfs/acre 0.0270 cfs/acre 0.0400 cfs/acre 0.0050 cfs/acre 0.0060 cfs/acre 25 gals/day per student 0.0250 cfs/acre 1,000 gals/day per bed Design peak flows in pipelines 12 inches in diameter and smaller are to be limited to approximately d/D = 0.5 ('/z of full depth). Pipes over 12 inches in diameter are to be limited to approximately d/D = 0.75 (3/4 of full depth) at design peak flows. 300.5 TYPE OF PIPE All sewer mains shall be vitrified clay pipe (VCP) or PVC SDR-26 pipe. All other pipe materials require special review and approval from the Water Resources Division. Sewer pipe material shall remain constant (continuous) between manholes. Transitioning between pipe material types (such as VCP to PVC), and size changes, may only be done at manholes. All sewer laterals shall be either extra strength VCP or SDR-26 PVC pipe. The material used for construction of sewer laterals shall match the materials of construction for the adjacent sewer main to which they are connected. CITY OF SANTA ANA 300-2 MARCH 2O17, REVISION 0.0 Kimleya>>Horn APPENDIX 5 Sanitary Sewer Flows and Capacity Analysis MainPlace 15" Existing VCP at 0.38% Project Description Friction Method Manning Formula Solve For Discharge Input Data Roughness Coefficient 0.013 Channel Slope 0.00380 ft/ft Normal Depth 11.25 in Diameter 15.0 in Results Discharge 3.63 ft3/s Flaw Area 0.99 ft' Wetted Perimeter 2.62 ft Hydraulic Radius 4.53 in Top Width 1.08 ft Critical Depth 0.77 ft Percent Full 75.0 % Critical Slope 0.00647 ft/it Velocity 3.68 ft/s Velocity Head 0.21 ft Specific Energy 1.15 ft Froude Number 0.68 Maximum Discharge 4.28 ft3/s Discharge Full 3.98 ft3/s Slope Full 0.00316 ft/ft Flaw Type SubCritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data or Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 75.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods SoE*iWAeQdI11bwMaster V8i (SELECTseries 1) [08.11.01.03] 6/20/2018 5:43:59 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 MainPlace 15" Existing VCP at 0.38% GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 11.25 in Critical Depth 0.77 ft Channel Slope 0.00380 ft/it Critical Slope 0.00647 ft/it Bentley Systems, Inc. Haestad Methods SoE*iWAeQdTibwMaster V8i (SELECTseries 1) [08.11.01.03] 6/20/2018 5:43:59 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 MainPlace 15" Existing VCP at 21% Project Description Friction Method Manning Formula Solve For Discharge Input Data - Roughness Coefficient 0.013 Channel Slope 0.21000 ft/ft Normal Depth 11.25 in Diameter 15.0 in Results Discharge 26.99 ft3/s Flaw Area 0.99 ft' Wetted Perimeter 2.62 ft Hydraulic Radius 4.53 in Top Width 1.08 ft Critical Depth 1.25 ft Percent Full 75.0 % Critical Slope 0.17005 ft/it Velocity 27.34 ft/s Velocity Head 11.62 ft Specific Energy 12.55 ft Froude Number 5.05 Maximum Discharge 31.84 ft3/s Discharge Full 29.60 ft3/s Slope Full 0.17462 ft/ft Flaw Type SuperCritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 75.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods SoE*iWAeQdI11bwMaster V8i (SELECTseries 1) [08.11.01.03] 9/14/2018 10:17:58 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 MainPlace 15" Existing VCP at 21% GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 11.25 in Critical Depth 1.25 ft Channel Slope 0.21000 ft/it Critical Slope 0.17005 ft/it Bentley Systems, Inc. Haestad Methods SoE*iWAeQdTibwMaster V8i (SELECTseries 1) [08.11.01.03] 9/14/2018 10:17:58 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2