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Home My WebLink AboutCORRESPONDENCE - 60ASalas, Diana From: Houston, Nicole Sent: Monday, November 18, 2019 9:51 AM To: eComment Subject: FW: Preserve the Orange County Title Company Building Kind Regards, Nicole Houston I Executive Assistant City Manager's Office I nhouston@santa-ana.org 714.647.5200 120 Civic Center Plaza I Santa Ana, CA 92701 This email and any files or attachments transmitted with it may contain privileged or otherwise confidential information. If you are not the intended recipient, or believe that you may have received this communication in error, please advise the sender via reply email and immediately delete the email you received. -----Original Message ----- From: Mary Ann Wettler [mailto:maryann1020@yahoo.com] Sent: Monday, November 18, 2019 9:42 AM To: City Council <CityCouncil@santa-ana.org> Subject: Preserve the Orange County Title Company Building I ask that you preserve the Orange County Title Company Building. As a long-time SA resident, our city is a gem in the Greater Orange County area. Please keep these buildings intact. Thanks. Mary Ann Wettler Orozco, Norma From: Houston, Nicole Sent: Monday, November 18, 2019 11:40 AM To: eComment Subject: FW: Historic Building Preservation Kind Regards, Nicole Houston I Executive Assistant City Manager's Offices nhouston@santa-ana.org 714.647.5200 120 Civic Center Plaza I Santa Ana, CA 92701 This email and any files or attachments transmitted with it may contain privileged or otherwise confidential information. If you are not the intended recipient, or believe that you may have received this communication in error, please advise the sender via reply email and immediately delete the email you received. -----Original Message ----- From: Marcia Moreno [mailto:marciamoreno@sbcglobal.net] Sent: Monday, November 18, 2019 11:37 AM To: City Council <CityCouncil@santa-ana.org> Subject: Historic Building Preservation I urge the Council members to please preserve the historic 1930's Art Deco Zigzag Moderne Orange County Title Company building. California Apartment Association Orange County 23496 Madero Road, Suite 240 Mission Viejo, CA 92691 949.955.3695 - caanet.org November 19, 2019 The Honorable Miguel Pulido City of Santa Ana 20 Civic Center Plaza Santa Ana, CA 92701 Re: Support for Agenda Item #60A — Approve First American Mixed -Use Development Project Located at 114 and 117 East Fifth Street Mayor Pulido and Members of City Council: On behalf of the California Apartment Association (CAA), I strongly encourage your approval of new market -rate and affordable rental housing at the site known as the First American Mixed -Use Development project. CAA is the nation's largest statewide trade group representing owners, investors, developers, managers, and suppliers of rental apartment communities. We have over 13,00 members representing more than 60,000 industry professionals. The First American Mixed -Use Development project will benefit the city in achieving its public policy, fiscal, and quality of life goals. Being centrally located in Downtown Santa Ana and along the OC Streetcar route, the new apartment community will be one of the best examples of transit -oriented development. Both Planning Commission and city staff have recommended approval of the project based on the merits of good land use planning and alignment with the city's strategic plan (Staff Report). Furthermore, the National Multifamily Housing Council conservatively estimates that the economic impact of 220 new apartments will create over $95 million in economic stimulus, $4.5 million in tax revenue, and 387 jobs. For these reasons, the California Apartment Association is supportive of the First American Mixed -Use development project. We would like to recognize the City's continued leadership in housing with the approval of this new apartment community. Thank you for your time and thoughtful consideration. R^esfpectfully, ,r Victor Cao Vice President of Public Affairs cc: Ms. Kristine Ridge, City Manager Mr. Minh Thai, Executive Director — Planning and Building Agency Mr. Steven A. Mendoza, Community Development Agency P: (626) 381-9248 F: (626) 389-5414 E: mitch@mitchtsailaw.com Mitchell M. Tsai Attorney At Law 155 South El Molino Avenue Suite 104 Pasadena, California 91101 VIA E-MAIL AND HAND DELIVERY November 18, 2019 Hand Delivered to November 19, 2019 City Council Meeting City of Santa Ana City Council City Council Chamber 22 Civic Center Plaza Santa Ana, CA 92701 Email Delivery to: eComment@santa-ana.org RE: Comments to the City Council Regarding First American Mixed Use Project and Environmental Impact Report Addendum [114 and 117 East Fifth Street]; SCH No. 2006071100 Dear Honorable Councilmembers of City of Santa Ana: On behalf of Southwest Regional Council of Carpenters (“Commenter” or “Southwest Carpenters”), my Office is submitting these comments on the City of Santa Ana’s (“City” or “Lead Agency”) Addendum to the Environmental Impact Report (“Addendum”) (SCH No. 2006071100) for the First American Mixed Use Project (“Project”) located at 114 and 117 East Fifth Street in Santa Ana, California. The Southwest Carpenters is a labor union representing 50,000 union carpenters in six states, including in southern California, and has a strong interest in well-ordered land use planning and addressing the environmental impacts of development projects. Commenter incorporates by reference all comments raising issues regarding the EIR submitted prior to certification of the EIR for the Project. Citizens for Clean Energy v City of Woodland (2014) 225 Cal.App.4th 173, 191 (finding that any party who has objected to the Project’s environmental documentation may assert any issue timely raised by other parties). Moreover, Commenter requests that the Lead Agency provide notice for any and all notices referring or related to the Project issued under the California Environmental Quality Act (“CEQA”), Cal Public Resources Code (“PRC”) § 21000 et seq, and the City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 2 of 13 California Planning and Zoning Law (“Planning and Zoning Law”), Cal. Gov’t Code §§ 65000–65010. California Public Resources Code Sections 21092.2, and 21167(f) and Government Code Section 65092 require agencies to mail such notices to any person who has filed a written request for them with the clerk of the agency’s governing body. I. EXPERTS This comment letter includes comments from air quality and greenhouse gas experts Matt Hagemann, P.G., C.Hg. and Paul Rosenfeld, Ph.D. concerning the DEIR. Their comments, attachments, and Curriculum Vitae (“CV”) are attached hereto and are incorporated herein by reference. Matt Hagemann, P.G., C.Hg. (“Mr. Hagemann”) has over 30 years of experience in environmental policy, contaminant assessment and remediation, stormwater compliance, and CEQA review. He spent nine years with the U.S. EPA in the RCRA and Superfund programs and served as EPA’s Senior Science Policy Advisor in the Western Regional Office where he identified emerging threats to groundwater from perchlorate and MTBE. While with EPA, Mr. Hagemann also served as Senior Hydrogeologist in the oversight of the assessment of seven major military facilities undergoing base closer. He led numerous enforcement actions under provisions of the Resource Conservation and Recovery Act (RCRA) and directed efforts to improve hydrogeologic characterization and water quality monitoring. For the past 15 years, Mr. Hagemann has worked as a founding partner with SWAPE (Soil/Water/Air Protection Enterprise). At SWAPE, Mr. Hagemann has developed extensive client relationships and has managed complex projects that include consultation as an expert witness and a regulatory specialist, and a manager of projects ranging from industrial stormwater compliance to CEQA review of impacts from hazardous waste, air quality, and greenhouse gas emissions. Mr. Hagemann has a Bachelor of Arts degree in geology from Humboldt State University in California and a Masters in Science degree from California State University Los Angeles in California. Paul Rosenfeld, Ph.D. (“Dr. Rosenfeld”) is a principal environmental chemist at SWAPE. Dr. Rosenfeld has over 25 years’ experience conducting environmental investigations and risk assessments for evaluating impacts on human health, property, and ecological receptors. His expertise focuses on the fate and transport of City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 3 of 13 environmental contaminants, human health risks, exposure assessment, and ecological restoration. Dr. Rosenfeld has evaluated and modeled emissions from unconventional oil drilling operations, oil spills, landfills, boilers and incinerators, process stacks, storage tanks, confined animal feeding operations, and many other industrial and agricultural sources. His project experience ranges from monitoring and modeling of pollution sources to evaluating impacts of pollution on workers at industrial facilities and residents in surrounding communities. Dr. Rosenfeld has investigated and designed remediation programs and risk assessments for contaminated sites containing lead, heavy metals, mold, bacteria, particular matter, petroleum hydrocarbons, chlorinated solvents, pesticides, radioactive waste, dioxins and furans, semi- and volatile organic compounds, PCBs, PAHs, perchlorate, asbestos, per- and poly-fluoroalkyl substances (PFOA/PFOS), unusual polymers, fuel oxygenates (MTBE), among other pollutants, Dr. Rosenfeld also has experience evaluating greenhouse gas emissions from various projects and is an expert on the assessment of odors from industrial and agricultural sites, as well as the evaluation of odor nuisance impacts and technologies for abatement of odorous emissions. As a principal scientist at SWAPE, Dr. Rosenfeld directs air dispersion modeling and exposure assessments. He has served as an expert witness and testified about pollution sources causing nuisance and/or personal injury at dozens of sites and has testified as an expert witness on more than ten cases involving exposure to air contaminants from industrial sources. Dr. Rosenfeld has a Ph.D. in soil chemistry from the University of Washington, M.S. in environmental science from U.C. Berkeley, and B.A. in environmental studies from U.C. Santa Barbara. II. APPROVAL OF THE PROJECT WOULD VIOLATE THE CALIFORNIA ENVIRONMENTAL QUALITY ACT. A. Background Concerning the California Environmental Quality Act CEQA has two basic purposes. First, CEQA is designed to inform decision makers and the public about the potential, significant environmental effects of a project. 14 California Code of Regulations (“CCR” or “CEQA Guidelines”) § 15002(a)(1). “Its purpose is to inform the public and its responsible officials of the environmental consequences of their decisions before they are made. Thus, the EIR ‘protects not only the environment but also informed self-government.’ [Citation.]” Citizens of Goleta City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 4 of 13 Valley v. Board of Supervisors (1990) 52 Cal. 3d 553, 564. The EIR has been described as “an environmental ‘alarm bell’ whose purpose it is to alert the public and its responsible officials to environmental changes before they have reached ecological points of no return.” Berkeley Keep Jets Over the Bay v. Bd. of Port Comm’rs. (2001) 91 Cal. App. 4th 1344, 1354 (“Berkeley Jets”); County of Inyo v. Yorty (1973) 32 Cal.App.3d 795, 810. Second, CEQA directs public agencies to avoid or reduce environmental damage when possible by requiring alternatives or mitigation measures. CEQA Guidelines § 15002(a)(2) and (3). See also, Berkeley Jets, 91 Cal. App. 4th 1344, 1354; Citizens of Goleta Valley v. Board of Supervisors (1990) 52 Cal.3d 553; Laurel Heights Improvement Ass’n v. Regents of the University of California (1988) 47 Cal.3d 376, 400. The EIR serves to provide public agencies and the public in general with information about the effect that a proposed project is likely to have on the environment and to “identify ways that environmental damage can be avoided or significantly reduced.” CEQA Guidelines § 15002(a)(2). If the project has a significant effect on the environment, the agency may approve the project only upon finding that it has “eliminated or substantially lessened all significant effects on the environment where feasible” and that any unavoidable significant effects on the environment are “acceptable due to overriding concerns” specified in CEQA section 21081. CEQA Guidelines § 15092(b)(2)(A–B). While the courts review an EIR using an “abuse of discretion” standard, “the reviewing court is not to ‘uncritically rely on every study or analysis presented by a project proponent in support of its position.’ A ‘clearly inadequate or unsupported study is entitled to no judicial deference.’” Berkeley Jets, 91 Cal.App.4th 1344, 1355 (emphasis added) (quoting Laurel Heights, 47 Cal.3d at 391, 409 fn. 12). Drawing this line and determining whether the EIR complies with CEQA’s information disclosure requirements presents a question of law subject to independent review by the courts. (Sierra Club v. Cnty. of Fresno (2018) 6 Cal.5th 502, 515; Madera Oversight Coalition, Inc. v. County of Madera (2011) 199 Cal.App.4th 48, 102, 131.) As the court stated in Berkeley Jets, 91 Cal. App. 4th at 1355: A prejudicial abuse of discretion occurs “if the failure to include relevant information precludes informed decision-making and informed public participation, thereby thwarting the statutory goals of the EIR process. The preparation and circulation of an EIR is more than a set of technical hurdles for agencies and developers to overcome. The EIR’s function is to ensure that City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 5 of 13 government officials who decide to build or approve a project do so with a full understanding of the environmental consequences and, equally important, that the public is assured those consequences have been considered. For the EIR to serve these goals it must present information so that the foreseeable impacts of pursuing the project can be understood and weighed, and the public must be given an adequate opportunity to comment on that presentation before the decision to go forward is made. Communities for a Better Environment v. Richmond (2010) 184 Cal.App.4th 70, 80 (quoting Vineyard Area Citizens for Responsible Growth, Inc. v. City of Rancho Cordova (2007) 40 Cal.4th 412, 449 – 450). B. The City’s Preparation of an Addendum Instead of a Project-Specific EIR is Improper The City prepared an Addendum for the Project, tiering off of a 2010 EIR which was completed for the Transit Zoning Code adoption. As such, no project specific analysis has ever been performed in the prior 2010 EIR. Instead, the City chose to prepare project-specific analyses in an addendum, which is not intended to replace a project- specific EIR. Addenda are utilized as a method of further review under CEQA. An addendum to a previous environmental impact report or negative declaration must be prepared if minor technical changes or additions are necessary but no subsequent EIR (SEIR) or negative declaration is required. 14 Cal. Code Regs. §15164. CEQA Guidelines section 15164 provides: “(a) The lead agency or a responsible agency shall prepare an addendum to a previously certified EIR if some changes or additions are necessary but none of the conditions described in [Guideline] 15162 calling for preparation of a subsequent EIR have occurred. [¶] . . . [¶] (c) An addendum need not be circulated for public review but can be included in or attached to the final EIR . . . .” The Resources Agency’s discussion of Guideline 15164 states it was "designed to provide clear authority for an addendum as a way of making minor corrections in EIRs . . . without recirculating the EIR . . . .” 14 Cal. Code Regs. §15164(discussion)(emphasis added). The Resources Agency’s statement of reasons for initially adopting Guideline 15164 states, “The concept of an addendum to an EIR is new in the CEQA [G]uidelines, although such a device has been used by many agencies previously. This section is designed to provide clear authority for the practice City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 6 of 13 and to encourage other agencies to use the device as a way of making minor corrections in EIRs without recirculating the EIR. The addendum is the other side of the coin from the supplement to an EIR. This section provides an interpretation with a label and an explanation of the kind of document that does not need additional public review. The need for this section was shown by the many telephone calls received in the Resources Agency asking how to handle this situation.” (Cal. Natural Resources Agency, Amendments to the State CEQA Guidelines, Text of Adopted Amendments with Statement of Reasons (Dec. 30, 1982), pp.100--101.) The Project encompasses as mixed-use development consisting of two separate buildings located on two development sites at 114 (Site A) and 117 (Site B) East Fifth Street, which would contain a total of up to 220 residential rental units, 12,350 square feet of commercial space, and 332 onsite parking spaces. 11/19/19 Staff Report, p. 1- 2. While the Project site is zoned Transit Zoning Code, the 2010 EIR for the Transit Zoning Code By the City’s own admission, the Transit Zoning Code was adopted in July 2010 and provides a framework for various development activities in a large section of central Santa Ana, loosely bound by Flower Street, the Santa Ana (I-5) Freeway, Civic Center Drive, Grand Avenue, and First Street. 11/19/19 Staff Report, p. 4. While the 2010 EIR for the Transit Zoning Code envisioned the development of various sites with residential, commercial and industrial development, project specific analyses were not included. The 2010 EIR simply did not contemplate the Project as currently proposed. As such, the City was required to prepare an EIR, rather than an Addendum, which is only allowed where only minor technical changes or additions are being made from the prior EIR. Here, there was no prior EIR that analyzed the specific impacts of the Project. The City’s blatant ignorance of the project-specific EIR requirement has dire consequences which gravely jeopardizes the informational and public input purpose of CEQA. Unlike an EIR, there is no public comment or circulation requirement. See 14 Cal. Code Regs. § 15164. Once an addenda is issued, it could be approved by the decision-making body of an agency without the notifying the public. Moreover, the City here gets away with a much curtailed analyses in the Addendum (mere 100 pages) outside of the more rigorous and detailed EIR (which can exceed over 1,000 pages). Also, if this were truly the case that the City did indeed complete a prior project- specific EIR, the City would still have been required to prepare a subsequent or City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 7 of 13 supplemental EIR rather than an Addendum, which again can only be used to make minor modifications or additions. See 14 Cal. Code Regs. §15164. The City must prepare a project-specific EIR and circulate it for public comment before it could contemplate approving the Project. C. The Addendum Provides Unenforceable Transportation/Circulation Mitigation Measures The Addendum admits that “two [transportation/circulation] mitigations require the approval/cooperation of the California Department of Transportation (Caltrans).” Addendum, p. 3.8-1. The Addendum cites to Mitigation 4.11-4 of the 2010 FEIR but does not even cite to the second mitigation measure which required Caltrans’ approval for implementation. CEQA requires that mitigation measures must be an enforceable condition of approval and part of the Mitigation Measure Reporting Program (“MMRP”). A lead or responsible agency adopts mitigation measures described in the EIR when it approves the project. The mitigation measures that are adopted must be enforceable through conditions of approval, contracts or other means that are legally binding. Pub Res C §21081.6(b); 14 Cal Code Regs §15126.4(a)(2). Incorporating mitigation measures into conditions of approval is sufficient to demonstrate that the measures are enforceable. Pub Res C §21081.6(b); Gray v County of Madera (2008) 167 Cal.App.4th 1099, 1116. Contrary to CEQA requirements, the mitigation measures are not enforceable because the mitigation measures require discretionary action by another, independent agency, Caltrans. As a result, they cannot be used to support a conclusion that the Project’s transportation/circulation impacts would be reduced to a less than significant level. See Addendum, p. 2-7. D. The Addendum Fails to Adequately Analyze, Disclose and Mitigate the Project’s Significant Air Quality Impacts According to Mr. Hagemann and Mr. Rosenfeld, the Addendum failed to adequately analyze the Project’s air quality impacts based on various grounds, which are explained in full in their comment letter, which is attached hereto as Exhibit C, and accompanying exhibits. Those points are briefly summarized below. City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 8 of 13 1. The Addendum Underestimated the Project’s Emissions Mr. Hagemann and Mr. Rosenfeld state that the Addendum used unsubstantiated input parameters to estimate project emissions. Exhibit C, p. 1-2. They explain that the parameters inputted onto CalEEMod.2016.3.2. to calculate the Project’s emissions were incorrect and otherwise inadequate, which results in inaccurate emissions information. First, the Addendum fails to include all proposed land uses and as a result, underestimated the Project’s construction and operational emissions. Exhibit C, p. 2. Specifically, the Addendum failed to include the Project’s inclusion of 332 parking spaces into the CalEEMod emissions calculation, which resulted in the failure to account for the construction and operational emissions associated with such parking spaces. Next, the Addendum underestimated land use sizes by 1,000 feet of the Project’s floor surface area of the strip mall component of the Project. Exhibit C, p. 2. Moreover, the Addendum underestimated Saturday and Sunday trip rates by approximately 59 and 320 trips, which also underestimated the emissions resulting from such trip rates unaccounted for. 2. The Addendum Failed to Adequately Evaluate the Health Risks Associated with the Project’s Diesel Particulate Matter Emissions According to Mr. Hagemann and Mr. Rosenfeld, diesel particulate matter (DPM) health risk emissions was not adequately evaluated in the Addendum. The Addendum incorrectly relied upon a Localized Significance Threshold (LST) analysis, rather than conducting a quantified health risk assessment (HRA). Exhibit C, p. 4. Without a quantified HRA, the Addendum’s conclusion that the Project’s health risk impacts will be less than significant is unsupported. Id. Moreover, the Addendum relies on a flawed CalEEMod model which underestimated the excess cancer risk posed to nearby residents as a result of Project emissions. Exhibit C, p. 4. Finally, according to Mr. Hagemann and Mr. Rosenfeld, the omission of a quantified HRA is inconsistent with the most recent guidance published by the Office of Environmental Health Hazard Assessment (OEHHA), which is the organization responsible for providing guidance on conducting HRAs in California. Exhibit C, p. 6. OEHHA recommends all projects with construction lasting at least 2 months be City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 9 of 13 evaluated for cancer risks to nearby sensitive receptors. Id. The OEHHA also recommends that exposure from projects with operations lasting more than 6 months be evaluated for the duration of the project, and recommends an exposure duration of 30 years. Id. As a result, pursuant to the OEHHA guidance, the Addendum should have evaluated health risks from Project construction and operation. Id. Furthermore, Screening-Level HRA conducted by Mr. Hagemann and Mr. Rosenfeld indicates that the Project will have a significant impact from DPM emissions. Exhibit C, p. 7. The DPM emission rate during construction is 0.001368 grams per second (g/s). Id. The DPM emissions rate during operation is 0.001125 g/s, generating approximately 78 lbs. of DPM per year throughout the life of the Project’s operation. Id. at p. 7-8. The SCAQMD also gives a numerical threshold of 10 in one million to evaluate projects. Id. Taking into account the age sensitivity factors, the excess cancer risk posed to especially children and infants of the closest receptors far exceeds the SCAQMD threshold at approximately 6.5 (adults), 58 (children), 63 (infants) and 2.7 (third trimester of pregnancy) in one million. Id. at 10. The City must prepare an EIR which includes an analysis of health risks that connects the Project’s air emissions with the health risk posed by those emissions. B. The Addendum Fails to Adequately Analyze, Disclose and Mitigate the Project’s Significant Greenhouse Gas Impacts The Addendum erroneously concludes that the Project would have less than significant greenhouse gas (GHG) impacts, relying on the analyses indicated in the 2010 EIR for the Transit Zoning Code. According to Mr. Hagemann and Mr. Rosenfeld, the Addendum’s GHG impacts analyses are deficient for the following reasons, which are detailed in their letter in Exhibit C, p. 11-24: (1) The Addendum fails to demonstrate consistency with the 2010 EIR, fails to commit to the use of the same mitigation measures provided in the 2010 EIR (MM 4.13-8 through 4.13-23), and fails to explain how the mitigation measures would be implemented, monitored, and enforced, (2) The Santa Ana County CAP cannot be relied upon to determine Project significance because it does not apply to the Project because the Project will not be fully operational by 2020; City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 10 of 13 (3) The 2017 CARB Scoping Plan cannot be relied upon to determine Project significance; (4) Incorrect and unsubstantiated analysis in the Addendum demonstrates significant GHG impact since the Project would result in a net increase of 2,231 metric tons of CO2 equivalents per year; and (5) Updated CalEEMod analysis indicates significant impact by exceeding the threshold of 3.9 MT CO2e/year As a result, the City must prepare an EIR which analyzes all of the deficiencies and issues raised by Mr. Hagemann and Mr. Rosenfeld hereinabove. III. THE PROJECT IS INCONSISTENT WITH THE GENERAL PLAN AND THE TRANSIT ZONING CODE State planning and zoning laws require charter cities like the City of Santa Ana to adopt a general plan containing all the mandatory elements set forth in Government Code section 65302. Gov’t Code §§ 65700(a), 65300. Charter cities own ordinances can require zoning ordinances and development projects’ consistencies with the applicable general plan. Id. §§ 65803, 65860(d). City of Santa Ana’s own ordinances require that development projects, including those requiring discretionary approval, must be consistent with the general plan and any applicable specific plans. See Santa Ana Municipal Code sections 27-21, 41-668(a)(3), 41-670(1). As such, the Project must be consistent with the General Plan. A. The Addendum Fails to Analyze the Project’s Compliance with the Housing Element of the General Plan The Housing Element of the General Plan prioritizes and promotes the City to provide affordable housing to its low to moderate income residents and workforce and eminently stresses the importance of affordable housing in the following way: • The Housing Element acknowledges that the demographics of the City of Santa Ana is comprised of residents with moderate-paying occupations that average less than $53,000 annually. Housing Element, p. 12. • The Housing Element also provides that approximately 75% of Santa Ana households fall in the income categories of extremely low to moderate income. Housing Element, p. 14. City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 11 of 13 • This chapter sets forth the City’s vision, goals, and the policies to facilitate and encourage a range of housing opportunities to meet current and future housing needs of Santa Ana’s residents and workforce. Housing Element, p. 41 • As expressed in the City’s vision, an adequate housing supply for our children, our workforce, our families, and our parents is a critical goal. Housing products and prices must also be diverse, providing a range of choices and price points suited to the different incomes, lifestyles, and needs of residents and workforce. Housing Element, p. 44. • “To protect and stability residential neighborhoods, support the City’s economic base, and provide housing for the local workforce, Santa Ana is developing new residential neighborhoods in District Centers close to the employment centers.” Housing Element, p. 15. To implement the City’s vision regarding affordable housing for its unique demographics, the Housing Element provides the following Goals and Policies: • Goal 2: Housing Production provides: “A diversity of quality housing, affordability levels, and living experiences that accommodate Santa Ana’s residents and workforce of all household types, income levels, and age groups to foster an inclusive community.” Housing Element, D-7. • Policy HE-2.3 Rental Housing: Encourage the construction of rental housing for Santa Ana’s residents and workforce, including a commitment to very low, low, and moderate income residents and moderate income Santa Ana workers. • HE-2.6 Affordable Component. Pursuant to the Housing Opportunity Ordinance, require eligible rental and ownership housing projects to include at least 15 percent of the housing units as affordable for lower and moderate income households. • Goal 3: Increased opportunities for low and moderate income individuals and families to find quality housing opportunities and afford a greater choice of rental or homeownership opportunities. Housing Element, p. 46. • HE-3.7 Workforce Housing: Work with Orange County Business Council and major employers to explore opportunities for creating workforce housing, including for artists, veterans, and other residents working in Santa Ana. Housing Element, p. 47 City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 12 of 13 Many of the above-listed Policies were added or updated to reflect input the City received from its residents and businesses, expanding on the City’s commitment to affordable housing and workforce housing via policy HE-2.6, HE-3.7 and HE-3.8 and program 29. Housing Element, p. E-10. The Project is not consistent with the Goals and Policies of the Housing Element related to affordable housing. The Project merely provides 11 units or 5% to affordable housing. Specifically, Policy HE-2.6, consistently with the Housing Opportunity Ordinance (“HOO”), requires rental housing projects to include at least 15% of the units as affordable to lower income households for rentals. The Addendum fails to analyze whether the Project complies with the HOO, in addition to any of the other goals and policies of the Housing Element. B. The Project’s Proposed Amendment to Allow Seven Stories Eviscerates the Application of the 2010 EIR The proposed project has a General Plan designation of District Center-Downtown District, and both parcels are zoned Specific Development No. 84 (SD-84) in TZC – Downtown (DT) Zone. Addendum, p. 2-16. The TZC provides that the maximum building height for Lined Block buildings is five stories. However, one of the Project’s buildings will be seven stories in height, which requires an amendment to the current zoning. Id. However, the allowance of amendment of the current TPZ zoning limits to building height eliminates even the little value the 2010 EIR has in relation to this specific Project. In addition, if additional amendments to other developments within the TPZ are allowed in the present and the future, what was the whole point of setting up the TPZ in the first place? As a result of the proposed amendment of the TPZ to allow the Project’s excessive building height, whatever value the TPZ and its 2010 EIR might have had to the Project are completely gone. C. The Project’s Inconsistency with the General Plan Also Violates CEQA Under the CEQA Guidelines, an environmental impact report (EIR) must discuss "any inconsistencies between the proposed project and applicable general plans, specific plans, and regional plans." 14 Cal Code Regs §15125(d). City of Santa Ana– First American Mixed-Use Project [114 and 117 East Fifth Street] – Comments to City Council November 18, 2019 Page 13 of 13 As discussed above, the Addendum fails to provide any project-specific analysis of whether the Project is consistent with the General Plan. As such, the City must prepare an EIR to fully analyze the Project’s consistency with the General Plan. IV. CONCLUSION Commenter requests that the City prepare a project specific EIR to address the aforementioned concerns. If the City has any questions or concerns, feel free to contact my office. Sincerely, __________________________ Mitchell M. Tsai Attorneys for Southwest Regional Council of Carpenters Air Quality and GHG Expert, Matt Hagemann, P.G., C.Hg. – C.V. (Exhibit A); Air Quality and GHG Expert, Paul Rosenfeld, Ph.D. – C.V. (Exhibit B); Letter from Hagemann and Rosenfeld to Cathy Lee and Mitchel M. Tsai re Comments on the Addendum for the First American Mixed-Use Project with Exhibits (November 18, 2019) (Exhibit C) EXHIBIT A 2656 29th Street, Suite 201 Santa Monica, CA 90405 Matt Hagemann, P.G, C.Hg. (949) 887-9013 mhagemann@swape.com Matthew F. Hagemann, P.G., C.Hg., QSD, QSP Geologic and Hydrogeologic Characterization Investigation and Remediation Strategies Litigation Support and Testifying Expert Industrial Stormwater Compliance CEQA Review Education: M.S. Degree, Geology, California State University Los Angeles, Los Angeles, CA, 1984. B.A. Degree, Geology, Humboldt State University, Arcata, CA, 1982. Professional Certifications: California Professional Geologist California Certified Hydrogeologist Qualified SWPPP Developer and Practitioner Professional Experience: Matt has 30 years of experience in environmental policy, contaminant assessment and remediation, stormwater compliance, and CEQA review. He spent nine years with the U.S. EPA in the RCRA and Superfund programs and served as EPA’s Senior Science Policy Advisor in the Western Regional Office where he identified emerging threats to groundwater from perchlorate and MTBE. While with EPA, Matt also served as a Senior Hydrogeologist in the oversight of the assessment of seven major military facilities undergoing base closure. He led numerous enforcement actions under provisions of the Resource Conservation and Recovery Act (RCRA) and directed efforts to improve hydrogeologic characterization and water quality monitoring. For the past 15 years, as a founding partner with SWAPE, Matt has developed extensive client relationships and has managed complex projects that include consultation as an expert witness and a regulatory specialist, and a manager of projects ranging from industrial stormwater compliance to CEQA review of impacts from hazardous waste, air quality and greenhouse gas emissions. Positions Matt has held include: • Founding Partner, Soil/Water/Air Protection Enterprise (SWAPE) (2003 – present); • Geology Instructor, Golden West College, 2010 – 2104, 2017; • Senior Environmental Analyst, Komex H2O Science, Inc. (2000 ‐‐ 2003); 2 • Executive Director, Orange Coast Watch (2001 – 2004); • Senior Science Policy Advisor and Hydrogeologist, U.S. Environmental Protection Agency (1989– 1998); • Hydrogeologist, National Park Service, Water Resources Division (1998 – 2000); • Adjunct Faculty Member, San Francisco State University, Department of Geosciences (1993 – 1998); • Instructor, College of Marin, Department of Science (1990 – 1995); • Geologist, U.S. Forest Service (1986 – 1998); and • Geologist, Dames & Moore (1984 – 1986). Senior Regulatory and Litigation Support Analyst: With SWAPE, Matt’s responsibilities have included: • Lead analyst and testifying expert in the review of over 300 environmental impact reports and negative declarations since 2003 under CEQA that identify significant issues with regard to hazardous waste, water resources, water quality, air quality, greenhouse gas emissions, and geologic hazards. Make recommendations for additional mitigation measures to lead agencies at the local and county level to include additional characterization of health risks and implementation of protective measures to reduce worker exposure to hazards from toxins and Valley Fever. • Stormwater analysis, sampling and best management practice evaluation at more than 150 industrial facilities. • Expert witness on numerous cases including, for example, perfluorooctanoic acid (PFOA) contamination of groundwater, MTBE litigation, air toxins at hazards at a school, CERCLA compliance in assessment and remediation, and industrial stormwater contamination. • Technical assistance and litigation support for vapor intrusion concerns. • Lead analyst and testifying expert in the review of environmental issues in license applications for large solar power plants before the California Energy Commission. • Manager of a project to evaluate numerous formerly used military sites in the western U.S. • Manager of a comprehensive evaluation of potential sources of perchlorate contamination in Southern California drinking water wells. • Manager and designated expert for litigation support under provisions of Proposition 65 in the review of releases of gasoline to sources drinking water at major refineries and hundreds of gas stations throughout California. With Komex H2O Science Inc., Matt’s duties included the following: • Senior author of a report on the extent of perchlorate contamination that was used in testimony by the former U.S. EPA Administrator and General Counsel. • Senior researcher in the development of a comprehensive, electronically interactive chronology of MTBE use, research, and regulation. • Senior researcher in the development of a comprehensive, electronically interactive chronology of perchlorate use, research, and regulation. • Senior researcher in a study that estimates nationwide costs for MTBE remediation and drinking water treatment, results of which were published in newspapers nationwide and in testimony against provisions of an energy bill that would limit liability for oil companies. • Research to support litigation to restore drinking water supplies that have been contaminated by MTBE in California and New York. 3 • Expert witness testimony in a case of oil production‐related contamination in Mississippi. • Lead author for a multi‐volume remedial investigation report for an operating school in Los Angeles that met strict regulatory requirements and rigorous deadlines. • Development of strategic approaches for cleanup of contaminated sites in consultation with clients and regulators. Executive Director: As Executive Director with Orange Coast Watch, Matt led efforts to restore water quality at Orange County beaches from multiple sources of contamination including urban runoff and the discharge of wastewater. In reporting to a Board of Directors that included representatives from leading Orange County universities and businesses, Matt prepared issue papers in the areas of treatment and disinfection of wastewater and control of the discharge of grease to sewer systems. Matt actively participated in the development of countywide water quality permits for the control of urban runoff and permits for the discharge of wastewater. Matt worked with other nonprofits to protect and restore water quality, including Surfrider, Natural Resources Defense Council and Orange County CoastKeeper as well as with business institutions including the Orange County Business Council. Hydrogeology: As a Senior Hydrogeologist with the U.S. Environmental Protection Agency, Matt led investigations to characterize and cleanup closing military bases, including Mare Island Naval Shipyard, Hunters Point Naval Shipyard, Treasure Island Naval Station, Alameda Naval Station, Moffett Field, Mather Army Airfield, and Sacramento Army Depot. Specific activities were as follows: • Led efforts to model groundwater flow and contaminant transport, ensured adequacy of monitoring networks, and assessed cleanup alternatives for contaminated sediment, soil, and groundwater. • Initiated a regional program for evaluation of groundwater sampling practices and laboratory analysis at military bases. • Identified emerging issues, wrote technical guidance, and assisted in policy and regulation development through work on four national U.S. EPA workgroups, including the Superfund Groundwater Technical Forum and the Federal Facilities Forum. At the request of the State of Hawaii, Matt developed a methodology to determine the vulnerability of groundwater to contamination on the islands of Maui and Oahu. He used analytical models and a GIS to show zones of vulnerability, and the results were adopted and published by the State of Hawaii and County of Maui. As a hydrogeologist with the EPA Groundwater Protection Section, Matt worked with provisions of the Safe Drinking Water Act and NEPA to prevent drinking water contamination. Specific activities included the following: • Received an EPA Bronze Medal for his contribution to the development of national guidance for the protection of drinking water. • Managed the Sole Source Aquifer Program and protected the drinking water of two communities through designation under the Safe Drinking Water Act. He prepared geologic reports, conducted 4 public hearings, and responded to public comments from residents who were very concerned about the impact of designation. • Reviewed a number of Environmental Impact Statements for planned major developments, including large hazardous and solid waste disposal facilities, mine reclamation, and water transfer. Matt served as a hydrogeologist with the RCRA Hazardous Waste program. Duties were as follows: • Supervised the hydrogeologic investigation of hazardous waste sites to determine compliance with Subtitle C requirements. • Reviewed and wrote ʺpart Bʺ permits for the disposal of hazardous waste. • Conducted RCRA Corrective Action investigations of waste sites and led inspections that formed the basis for significant enforcement actions that were developed in close coordination with U.S. EPA legal counsel. • Wrote contract specifications and supervised contractor’s investigations of waste sites. With the National Park Service, Matt directed service‐wide investigations of contaminant sources to prevent degradation of water quality, including the following tasks: • Applied pertinent laws and regulations including CERCLA, RCRA, NEPA, NRDA, and the Clean Water Act to control military, mining, and landfill contaminants. • Conducted watershed‐scale investigations of contaminants at parks, including Yellowstone and Olympic National Park. • Identified high‐levels of perchlorate in soil adjacent to a national park in New Mexico and advised park superintendent on appropriate response actions under CERCLA. • Served as a Park Service representative on the Interagency Perchlorate Steering Committee, a national workgroup. • Developed a program to conduct environmental compliance audits of all National Parks while serving on a national workgroup. • Co‐authored two papers on the potential for water contamination from the operation of personal watercraft and snowmobiles, these papers serving as the basis for the development of nation‐ wide policy on the use of these vehicles in National Parks. • Contributed to the Federal Multi‐Agency Source Water Agreement under the Clean Water Action Plan. Policy: Served senior management as the Senior Science Policy Advisor with the U.S. Environmental Protection Agency, Region 9. Activities included the following: • Advised the Regional Administrator and senior management on emerging issues such as the potential for the gasoline additive MTBE and ammonium perchlorate to contaminate drinking water supplies. • Shaped EPA’s national response to these threats by serving on workgroups and by contributing to guidance, including the Office of Research and Development publication, Oxygenates in Water: Critical Information and Research Needs. • Improved the technical training of EPAʹs scientific and engineering staff. • Earned an EPA Bronze Medal for representing the region’s 300 scientists and engineers in negotiations with the Administrator and senior management to better integrate scientific 5 principles into the policy‐making process. • Established national protocol for the peer review of scientific documents. Geology: With the U.S. Forest Service, Matt led investigations to determine hillslope stability of areas proposed for timber harvest in the central Oregon Coast Range. Specific activities were as follows: • Mapped geology in the field, and used aerial photographic interpretation and mathematical models to determine slope stability. • Coordinated his research with community members who were concerned with natural resource protection. • Characterized the geology of an aquifer that serves as the sole source of drinking water for the city of Medford, Oregon. As a consultant with Dames and Moore, Matt led geologic investigations of two contaminated sites (later listed on the Superfund NPL) in the Portland, Oregon, area and a large hazardous waste site in eastern Oregon. Duties included the following: • Supervised year‐long effort for soil and groundwater sampling. • Conducted aquifer tests. • Investigated active faults beneath sites proposed for hazardous waste disposal. Teaching: From 1990 to 1998, Matt taught at least one course per semester at the community college and university levels: • At San Francisco State University, held an adjunct faculty position and taught courses in environmental geology, oceanography (lab and lecture), hydrogeology, and groundwater contamination. • Served as a committee member for graduate and undergraduate students. • Taught courses in environmental geology and oceanography at the College of Marin. Matt is currently a part time geology instructor at Golden West College in Huntington Beach, California where he taught from 2010 to 2014 and in 2017. Invited Testimony, Reports, Papers and Presentations: Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Presentation to the Public Environmental Law Conference, Eugene, Oregon. Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Invited presentation to U.S. EPA Region 9, San Francisco, California. Hagemann, M.F., 2005. Use of Electronic Databases in Environmental Regulation, Policy Making and Public Participation. Brownfields 2005, Denver, Coloradao. Hagemann, M.F., 2004. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in Nevada and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust, Las Vegas, NV (served on conference organizing committee). 6 Hagemann, M.F., 2004. Invited testimony to a California Senate committee hearing on air toxins at schools in Southern California, Los Angeles. Brown, A., Farrow, J., Gray, A. and Hagemann, M., 2004. An Estimate of Costs to Address MTBE Releases from Underground Storage Tanks and the Resulting Impact to Drinking Water Wells. Presentation to the Ground Water and Environmental Law Conference, National Groundwater Association. Hagemann, M.F., 2004. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in Arizona and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust, Phoenix, AZ (served on conference organizing committee). Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in the Southwestern U.S. Invited presentation to a special committee meeting of the National Academy of Sciences, Irvine, CA. Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a tribal EPA meeting, Pechanga, CA. Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a meeting of tribal repesentatives, Parker, AZ. Hagemann, M.F., 2003. Impact of Perchlorate on the Colorado River and Associated Drinking Water Supplies. Invited presentation to the Inter‐Tribal Meeting, Torres Martinez Tribe. Hagemann, M.F., 2003. The Emergence of Perchlorate as a Widespread Drinking Water Contaminant. Invited presentation to the U.S. EPA Region 9. Hagemann, M.F., 2003. A Deductive Approach to the Assessment of Perchlorate Contamination. Invited presentation to the California Assembly Natural Resources Committee. Hagemann, M.F., 2003. Perchlorate: A Cold War Legacy in Drinking Water. Presentation to a meeting of the National Groundwater Association. Hagemann, M.F., 2002. From Tank to Tap: A Chronology of MTBE in Groundwater. Presentation to a meeting of the National Groundwater Association. Hagemann, M.F., 2002. A Chronology of MTBE in Groundwater and an Estimate of Costs to Address Impacts to Groundwater. Presentation to the annual meeting of the Society of Environmental Journalists. Hagemann, M.F., 2002. An Estimate of the Cost to Address MTBE Contamination in Groundwater (and Who Will Pay). Presentation to a meeting of the National Groundwater Association. Hagemann, M.F., 2002. An Estimate of Costs to Address MTBE Releases from Underground Storage Tanks and the Resulting Impact to Drinking Water Wells. Presentation to a meeting of the U.S. EPA and State Underground Storage Tank Program managers. 7 Hagemann, M.F., 2001. From Tank to Tap: A Chronology of MTBE in Groundwater. Unpublished report. Hagemann, M.F., 2001. Estimated Cleanup Cost for MTBE in Groundwater Used as Drinking Water. Unpublished report. Hagemann, M.F., 2001. Estimated Costs to Address MTBE Releases from Leaking Underground Storage Tanks. Unpublished report. Hagemann, M.F., and VanMouwerik, M., 1999. Potential W a t e r Quality Concerns Related to Snowmobile Usage. Water Resources Division, National Park Service, Technical Report. VanMouwerik, M. and Hagemann, M.F. 1999, Water Quality Concerns Related to Personal Watercraft Usage. Water Resources Division, National Park Service, Technical Report. Hagemann, M.F., 1999, Is Dilution the Solution to Pollution in National Parks? The George Wright Society Biannual Meeting, Asheville, North Carolina. Hagemann, M.F., 1997, The Potential for MTBE to Contaminate Groundwater. U.S. EPA Superfund Groundwater Technical Forum Annual Meeting, Las Vegas, Nevada. Hagemann, M.F., and Gill, M., 1996, Impediments to Intrinsic Remediation, Moffett Field Naval Air Station, Conference on Intrinsic Remediation of Chlorinated Hydrocarbons, Salt Lake City. Hagemann, M.F., Fukunaga, G.L., 1996, The Vulnerability of Groundwater to Anthropogenic Contaminants on the Island of Maui, Hawaii. Hawaii Water Works Association Annual Meeting, Maui, October 1996. Hagemann, M. F., Fukanaga, G. L., 1996, Ranking Groundwater Vulnerability in Central Oahu, Hawaii. Proceedings, Geographic Information Systems in Environmental Resources Management, Air and Waste Management Association Publication VIP‐61. Hagemann, M.F., 1994. Groundwater Ch ar ac te r i z a t i o n and Cl ean up a t Closing Military Bases in California. Proceedings, California Groundwater Resources Association Meeting. Hagemann, M.F. and Sabol, M.A., 1993. Role of the U.S. EPA in the High Plains States Groundwater Recharge Demonstration Program. Proceedings, Sixth Biennial Symposium on the Artificial Recharge of Groundwater. Hagemann, M.F., 1993. U.S. EPA Policy on the Technical Impracticability of the Cleanup of DNAPL‐ contaminated Groundwater. California Groundwater Resources Association Meeting. 8 Hagemann, M.F., 1992. Dense Nonaqueous Phase Liquid Contamination of Groundwater: An Ounce of Prevention... Proceedings, Association of Engineering Geologists Annual Meeting, v. 35. Other Experience: Selected as subject matter expert for the California Professional Geologist licensing examinations, 2009‐2011. EXHIBIT B SOIL WATER AIR PROTECTION ENTERPRISE 2656 29th Street, Suite 201 Santa Monica, California 90405 Attn: Paul Rosenfeld, Ph.D. Mobil: (310) 795-2335 Office: (310) 452-5555 Fax: (310) 452-5550 Email: prosenfeld@swape.com Paul E. Rosenfeld, Ph.D. Page 1 of 10 June 2019 Paul Rosenfeld, Ph.D. Chemical Fate and Transport & Air Dispersion Modeling Principal Environmental Chemist Risk Assessment & Remediation Specialist Education Ph.D. Soil Chemistry, University of Washington, 1999. Dissertation on volatile organic compound filtration. M.S. Environmental Science, U.C. Berkeley, 1995. Thesis on organic waste economics. B.A. Environmental Studies, U.C. Santa Barbara, 1991. Thesis on wastewater treatment. Professional Experience Dr. Rosenfeld has over 25 years’ experience conducting environmental investigations and risk assessments for evaluating impacts to human health, property, and ecological receptors. His expertise focuses on the fate and transport of environmental contaminants, human health risk, exposure assessment, and ecological restoration. Dr. Rosenfeld has evaluated and modeled emissions from unconventional oil drilling operations, oil spills, landfills, boilers and incinerators, process stacks, storage tanks, confined animal feeding operations, and many other industrial and agricultural sources. His project experience ranges from monitoring and modeling of pollution sources to evaluating impacts of pollution on workers at industrial facilities and residents in surrounding communities. Dr. Rosenfeld has investigated and designed remediation programs and risk assessments for contaminated sites containing lead, heavy metals, mold, bacteria, particulate matter, petroleum hydrocarbons, chlorinated solvents, pesticides, radioactive waste, dioxins and furans, semi- and volatile organic compounds, PCBs, PAHs, perchlorate, asbestos, per- and poly-fluoroalkyl substances (PFOA/PFOS), unusual polymers, fuel oxygenates (MTBE), among other pollutants. Dr. Rosenfeld also has experience evaluating greenhouse gas emissions from various projects and is an expert on the assessment of odors from industrial and agricultural sites, as well as the evaluation of odor nuisance impacts and technologies for abatement of odorous emissions. As a principal scientist at SWAPE, Dr. Rosenfeld directs air dispersion modeling and exposure assessments. He has served as an expert witness and testified about pollution sources causing nuisance and/or personal injury at dozens of sites and has testified as an expert witness on more than ten cases involving exposure to air contaminants from industrial sources. Paul E. Rosenfeld, Ph.D. Page 2 of 10 June 2019 Professional History: Soil Water Air Protection Enterprise (SWAPE); 2003 to present; Principal and Founding Partner UCLA School of Public Health; 2007 to 2011; Lecturer (Assistant Researcher) UCLA School of Public Health; 2003 to 2006; Adjunct Professor UCLA Environmental Science and Engineering Program; 2002-2004; Doctoral Intern Coordinator UCLA Institute of the Environment, 2001-2002; Research Associate Komex H2O Science, 2001 to 2003; Senior Remediation Scientist National Groundwater Association, 2002-2004; Lecturer San Diego State University, 1999-2001; Adjunct Professor Anteon Corp., San Diego, 2000-2001; Remediation Project Manager Ogden (now Amec), San Diego, 2000-2000; Remediation Project Manager Bechtel, San Diego, California, 1999 – 2000; Risk Assessor King County, Seattle, 1996 – 1999; Scientist James River Corp., Washington, 1995-96; Scientist Big Creek Lumber, Davenport, California, 1995; Scientist Plumas Corp., California and USFS, Tahoe 1993-1995; Scientist Peace Corps and World Wildlife Fund, St. Kitts, West Indies, 1991-1993; Scientist Publications: Remy, L.L., Clay T., Byers, V., Rosenfeld P. E. (2019) Hospital, Health, and Community Burden After Oil Refinery Fires, Richmond, California 2007 and 2012. Environmental Health. 18:48 Simons, R.A., Seo, Y. Rosenfeld, P., (2015) Modeling the Effect of Refinery Emission On Residential Property Value. Journal of Real Estate Research. 27(3):321-342 Chen, J. A, Zapata A. R., Sutherland A. J., Molmen, D.R., Chow, B. S., Wu, L. E., Rosenfeld, P. E., Hesse, R. C., (2012) Sulfur Dioxide and Volatile Organic Compound Exposure To A Community In Texas City Texas Evaluated Using Aermod and Empirical Data. American Journal of Environmental Science, 8(6), 622-632. Rosenfeld, P.E. & Feng, L. (2011). The Risks of Hazardous Waste. Amsterdam: Elsevier Publishing. Cheremisinoff, N.P., & Rosenfeld, P.E. (2011). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Agrochemical Industry, Amsterdam: Elsevier Publishing. Gonzalez, J., Feng, L., Sutherland, A., Waller, C., Sok, H., Hesse, R., Rosenfeld, P. (2010). PCBs and Dioxins/Furans in Attic Dust Collected Near Former PCB Production and Secondary Copper Facilities in Sauget, IL. Procedia Environmental Sciences. 113–125. Feng, L., Wu, C., Tam, L., Sutherland, A.J., Clark, J.J., Rosenfeld, P.E. (2010). Dioxin and Furan Blood Lipid and Attic Dust Concentrations in Populations Living Near Four Wood Treatment Facilities in the United States. Journal of Environmental Health. 73(6), 34-46. Cheremisinoff, N.P., & Rosenfeld, P.E. (2010). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Wood and Paper Industries. Amsterdam: Elsevier Publishing. Cheremisinoff, N.P., & Rosenfeld, P.E. (2009). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Petroleum Industry. Amsterdam: Elsevier Publishing. Wu, C., Tam, L., Clark, J., Rosenfeld, P. (2009). Dioxin and furan blood lipid concentrations in populations living near four wood treatment facilities in the United States. WIT Transactions on Ecology and the Environment, Air Pollution, 123 (17), 319-327. Paul E. Rosenfeld, Ph.D. Page 3 of 10 June 2019 Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). A Statistical Analysis Of Attic Dust And Blood Lipid Concentrations Of Tetrachloro-p-Dibenzodioxin (TCDD) Toxicity Equivalency Quotients (TEQ) In Two Populations Near Wood Treatment Facilities. Organohalogen Compounds, 70, 002252-002255. Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). Methods For Collect Samples For Assessing Dioxins And Other Environmental Contaminants In Attic Dust: A Review. Organohalogen Compounds, 70, 000527- 000530. Hensley, A.R. A. Scott, J. J. J. Clark, Rosenfeld, P.E. (2007). Attic Dust and Human Blood Samples Collected near a Former Wood Treatment Facility. Environmental Research. 105, 194-197. Rosenfeld, P.E., J. J. J. Clark, A. R. Hensley, M. Suffet. (2007). The Use of an Odor Wheel Classification for Evaluation of Human Health Risk Criteria for Compost Facilities. Water Science & Technology 55(5), 345-357. Rosenfeld, P. E., M. Suffet. (2007). The Anatomy Of Odour Wheels For Odours Of Drinking Water, Wastewater, Compost And The Urban Environment. Water Science & Technology 55(5), 335-344. Sullivan, P. J. Clark, J.J.J., Agardy, F. J., Rosenfeld, P.E. (2007). Toxic Legacy, Synthetic Toxins in the Food, Water, and Air in American Cities. Boston Massachusetts: Elsevier Publishing Rosenfeld, P.E., and Suffet I.H. (2004). Control of Compost Odor Using High Carbon Wood Ash. Water Science and Technology. 49(9),171-178. Rosenfeld P. E., J.J. Clark, I.H. (Mel) Suffet (2004). The Value of An Odor-Quality-Wheel Classification Scheme For The Urban Environment. Water Environment Federation’s Technical Exhibition and Conference (WEFTEC) 2004. New Orleans, October 2-6, 2004. Rosenfeld, P.E., and Suffet, I.H. (2004). Understanding Odorants Associated With Compost, Biomass Facilities, and the Land Application of Biosolids. Water Science and Technology. 49(9), 193-199. Rosenfeld, P.E., and Suffet I.H. (2004). Control of Compost Odor Using High Carbon Wood Ash, Water Science and Technology, 49( 9), 171-178. Rosenfeld, P. E., Grey, M. A., Sellew, P. (2004). Measurement of Biosolids Odor and Odorant Emissions from Windrows, Static Pile and Biofilter. Water Environment Research. 76(4), 310-315. Rosenfeld, P.E., Grey, M and Suffet, M. (2002). Compost Demonstration Project, Sacramento California Using High-Carbon Wood Ash to Control Odor at a Green Materials Composting Facility. Integrated Waste Management Board Public Affairs Office, Publications Clearinghouse (MS–6), Sacramento, CA Publication #442-02-008. Rosenfeld, P.E., and C.L. Henry. (2001). Characterization of odor emissions from three different biosolids. Water Soil and Air Pollution. 127(1-4), 173-191. Rosenfeld, P.E., and Henry C. L., (2000). Wood ash control of odor emissions from biosolids application. Journal of Environmental Quality. 29, 1662-1668. Rosenfeld, P.E., C.L. Henry and D. Bennett. (2001). Wastewater dewatering polymer affect on biosolids odor emissions and microbial activity. Water Environment Research. 73(4), 363-367. Rosenfeld, P.E., and C.L. Henry. (2001). Activated Carbon and Wood Ash Sorption of Wastewater, Compost, and Biosolids Odorants. Water Environment Research, 73, 388-393. Rosenfeld, P.E., and Henry C. L., (2001). High carbon wood ash effect on biosolids microbial activity and odor. Water Environment Research. 131(1-4), 247-262. Paul E. Rosenfeld, Ph.D. Page 4 of 10 June 2019 Chollack, T. and P. Rosenfeld. (1998). Compost Amendment Handbook For Landscaping. Prepared for and distributed by the City of Redmond, Washington State. Rosenfeld, P. E. (1992). The Mount Liamuiga Crater Trail. Heritage Magazine of St. Kitts, 3(2). Rosenfeld, P. E. (1993). High School Biogas Project to Prevent Deforestation On St. Kitts. Biomass Users Network, 7(1). Rosenfeld, P. E. (1998). Characterization, Quantification, and Control of Odor Emissions From Biosolids Application To Forest Soil. Doctoral Thesis. University of Washington College of Forest Resources. Rosenfeld, P. E. (1994). Potential Utilization of Small Diameter Trees on Sierra County Public Land. Masters thesis reprinted by the Sierra County Economic Council. Sierra County, California. Rosenfeld, P. E. (1991). How to Build a Small Rural Anaerobic Digester & Uses Of Biogas In The First And Third World. Bachelors Thesis. University of California. Presentations: Rosenfeld, P.E., Sutherland, A; Hesse, R.; Zapata, A. (October 3-6, 2013). Air dispersion modeling of volatile organic emissions from multiple natural gas wells in Decatur, TX. 44th Western Regional Meeting, American Chemical Society. Lecture conducted from Santa Clara, CA. Sok, H.L.; Waller, C.C.; Feng, L.; Gonzalez, J.; Sutherland, A.J.; Wisdom-Stack, T.; Sahai, R.K.; Hesse, R.C.; Rosenfeld, P.E. (June 20-23, 2010). Atrazine: A Persistent Pesticide in Urban Drinking Water. Urban Environmental Pollution. Lecture conducted from Boston, MA. Feng, L.; Gonzalez, J.; Sok, H.L.; Sutherland, A.J.; Waller, C.C.; Wisdom-Stack, T.; Sahai, R.K.; La, M.; Hesse, R.C.; Rosenfeld, P.E. (June 20-23, 2010). Bringing Environmental Justice to East St. Louis, Illinois. Urban Environmental Pollution. Lecture conducted from Boston, MA. Rosenfeld, P.E. (April 19-23, 2009). Perfluoroctanoic Acid (PFOA) and Perfluoroactane Sulfonate (PFOS) Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the United States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meeting, Lecture conducted from Tuscon, AZ. Rosenfeld, P.E. (April 19-23, 2009). Cost to Filter Atrazine Contamination from Drinking Water in the United States” Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the United States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meeting. Lecture conducted from Tuscon, AZ. Wu, C., Tam, L., Clark, J., Rosenfeld, P. (20-22 July, 2009). Dioxin and furan blood lipid concentrations in populations living near four wood treatment facilities in the United States. Brebbia, C.A. and Popov, V., eds., Air Pollution XVII: Proceedings of the Seventeenth International Conference on Modeling, Monitoring and Management of Air Pollution. Lecture conducted from Tallinn, Estonia. Rosenfeld, P. E. (October 15-18, 2007). Moss Point Community Exposure To Contaminants From A Releasing Facility. The 23rd Annual International Conferences on Soils Sediment and Water. Platform lecture conducted from University of Massachusetts, Amherst MA. Rosenfeld, P. E. (October 15-18, 2007). The Repeated Trespass of Tritium-Contaminated Water Into A Surrounding Community Form Repeated Waste Spills From A Nuclear Power Plant. The 23rd Annual International Conferences on Soils Sediment and Water. Platform lecture conducted from University of Massachusetts, Amherst MA. Paul E. Rosenfeld, Ph.D. Page 5 of 10 June 2019 Rosenfeld, P. E. (October 15-18, 2007). Somerville Community Exposure To Contaminants From Wood Treatment Facility Emissions. The 23rd Annual International Conferences on Soils Sediment and Water. Lecture conducted from University of Massachusetts, Amherst MA. Rosenfeld P. E. (March 2007). Production, Chemical Properties, Toxicology, & Treatment Case Studies of 1,2,3- Trichloropropane (TCP). The Association for Environmental Health and Sciences (AEHS) Annual Meeting . Lecture conducted from San Diego, CA. Rosenfeld P. E. (March 2007). Blood and Attic Sampling for Dioxin/Furan, PAH, and Metal Exposure in Florala, Alabama. The AEHS Annual Meeting. Lecture conducted from San Diego, CA. Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (August 21 – 25, 2006). Dioxin Containing Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility. The 26th International Symposium on Halogenated Persistent Organic Pollutants – DIOXIN2006. Lecture conducted from Radisson SAS Scandinavia Hotel in Oslo Norway. Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (November 4-8, 2006). Dioxin Containing Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility. APHA 134 Annual Meeting & Exposition. Lecture conducted from Boston Massachusetts. Paul Rosenfeld Ph.D. (October 24-25, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals. Mealey’s C8/PFOA. Science, Risk & Litigation Conference. Lecture conducted from The Rittenhouse Hotel, Philadelphia, PA. Paul Rosenfeld Ph.D. (September 19, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human Ingestion, Toxicology and Remediation PEMA Emerging Contaminant Conference. Lecture conducted from Hilton Hotel, Irvine California. Paul Rosenfeld Ph.D. (September 19, 2005). Fate, Transport, Toxicity, And Persistence of 1,2,3-TCP. PEMA Emerging Contaminant Conference. Lecture conducted from Hilton Hotel in Irvine, California. Paul Rosenfeld Ph.D. (September 26-27, 2005). Fate, Transport and Persistence of PDBEs. Mealey’s Groundwater Conference. Lecture conducted from Ritz Carlton Hotel, Marina Del Ray, California. Paul Rosenfeld Ph.D. (June 7-8, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals. International Society of Environmental Forensics: Focus On Emerging Contaminants. Lecture conducted from Sheraton Oceanfront Hotel, Virginia Beach, Virginia. Paul Rosenfeld Ph.D. (July 21-22, 2005). Fate Transport, Persistence and Toxicology of PFOA and Related Perfluorochemicals. 2005 National Groundwater Association Ground Water And Environmental Law Conference. Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maryland. Paul Rosenfeld Ph.D. (July 21-22, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human Ingestion, Toxicology and Remediation. 2005 National Groundwater Association Ground Water and Environmental Law Conference. Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maryland. Paul Rosenfeld, Ph.D. and James Clark Ph.D. and Rob Hesse R.G. (May 5-6, 2004). Tert-butyl Alcohol Liability and Toxicology, A National Problem and Unquantified Liability. National Groundwater Association. Environmental Law Conference. Lecture conducted from Congress Plaza Hotel, Chicago Illinois. Paul Rosenfeld, Ph.D. (March 2004). Perchlorate Toxicology. Meeting of the American Groundwater Trust. Lecture conducted from Phoenix Arizona. Hagemann, M.F., Paul Rosenfeld, Ph.D. and Rob Hesse (2004). Perchlorate Contamination of the Colorado River. Meeting of tribal representatives. Lecture conducted from Parker, AZ. Paul E. Rosenfeld, Ph.D. Page 6 of 10 June 2019 Paul Rosenfeld, Ph.D. (April 7, 2004). A National Damage Assessment Model For PCE and Dry Cleaners. Drycleaner Symposium. California Ground Water Association. Lecture conducted from Radison Hotel, Sacramento, California. Rosenfeld, P. E., Grey, M., (June 2003) Two stage biofilter for biosolids composting odor control. Seventh International In Situ And On Site Bioremediation Symposium Battelle Conference Orlando, FL. Paul Rosenfeld, Ph.D. and James Clark Ph.D. (February 20-21, 2003) Understanding Historical Use, Chemical Properties, Toxicity and Regulatory Guidance of 1,4 Dioxane. National Groundwater Association. Southwest Focus Conference. Water Supply and Emerging Contaminants.. Lecture conducted from Hyatt Regency Phoenix Arizona. Paul Rosenfeld, Ph.D. (February 6-7, 2003). Underground Storage Tank Litigation and Remediation. California CUPA Forum. Lecture conducted from Marriott Hotel, Anaheim California. Paul Rosenfeld, Ph.D. (October 23, 2002) Underground Storage Tank Litigation and Remediation. EPA Underground Storage Tank Roundtable. Lecture conducted from Sacramento California. Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Understanding Odor from Compost, Wastewater and Industrial Processes. Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water Association. Lecture conducted from Barcelona Spain. Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Using High Carbon Wood Ash to Control Compost Odor. Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water Association . Lecture conducted from Barcelona Spain. Rosenfeld, P.E. and Grey, M. A. (September 22-24, 2002). Biocycle Composting For Coastal Sage Restoration. Northwest Biosolids Management Association. Lecture conducted from Vancouver Washington.. Rosenfeld, P.E. and Grey, M. A. (November 11-14, 2002). Using High-Carbon Wood Ash to Control Odor at a Green Materials Composting Facility. Soil Science Society Annual Conference. Lecture conducted from Indianapolis, Maryland. Rosenfeld. P.E. (September 16, 2000). Two stage biofilter for biosolids composting odor control. Water Environment Federation. Lecture conducted from Anaheim California. Rosenfeld. P.E. (October 16, 2000). Wood ash and biofilter control of compost odor. Biofest. Lecture conducted from Ocean Shores, California. Rosenfeld, P.E. (2000). Bioremediation Using Organic Soil Amendments. California Resource Recovery Association. Lecture conducted from Sacramento California. Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur Emissions Following Biosolids Incorporation With High-Carbon Wood-Ash. Water Environment Federation 12th Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue Washington. Rosenfeld, P.E., and C.L. Henry. (1999). An evaluation of ash incorporation with biosolids for odor reduction. Soil Science Society of America. Lecture conducted from Salt Lake City Utah. Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Comparison of Microbial Activity and Odor Emissions from Three Different Biosolids Applied to Forest Soil. Brown and Caldwell. Lecture conducted from Seattle Washington. Rosenfeld, P.E., C.L. Henry. (1998). Characterization, Quantification, and Control of Odor Emissions from Biosolids Application To Forest Soil. Biofest. Lecture conducted from Lake Chelan, Washington. Paul E. Rosenfeld, Ph.D. Page 7 of 10 June 2019 Rosenfeld, P.E, C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur Emissions Following Biosolids Incorporation With High-Carbon Wood-Ash. Water Environment Federation 12th Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue Washington. Rosenfeld, P.E., C.L. Henry, R. B. Harrison, and R. Dills. (1997). Comparison of Odor Emissions From Three Different Biosolids Applied to Forest Soil. Soil Science Society of America. Lecture conducted from Anaheim California. Teaching Experience: UCLA Department of Environmental Health (Summer 2003 through 20010) Taught Environmental Health Science 100 to students, including undergrad, medical doctors, public health professionals and nurses. Course focused on the health effects of environmental contaminants. National Ground Water Association, Successful Remediation Technologies. Custom Course in Sante Fe, New Mexico. May 21, 2002. Focused on fate and transport of fuel contaminants associated with underground storage tanks. National Ground Water Association; Successful Remediation Technologies Course in Chicago Illinois. April 1, 2002. Focused on fate and transport of contaminants associated with Superfund and RCRA sites. California Integrated Waste Management Board, April and May, 2001. Alternative Landfill Caps Seminar in San Diego, Ventura, and San Francisco. Focused on both prescriptive and innovative landfill cover design. UCLA Department of Environmental Engineering, February 5, 2002. Seminar on Successful Remediation Technologies focusing on Groundwater Remediation. University Of Washington, Soil Science Program, Teaching Assistant for several courses including: Soil Chemistry, Organic Soil Amendments, and Soil Stability. U.C. Berkeley, Environmental Science Program Teaching Assistant for Environmental Science 10. Academic Grants Awarded: California Integrated Waste Management Board. $41,000 grant awarded to UCLA Institute of the Environment. Goal: To investigate effect of high carbon wood ash on volatile organic emissions from compost. 2001. Synagro Technologies, Corona California: $10,000 grant awarded to San Diego State University. Goal: investigate effect of biosolids for restoration and remediation of degraded coastal sage soils. 2000. King County, Department of Research and Technology, Washington State. $100,000 grant awarded to University of Washington: Goal: To investigate odor emissions from biosolids application and the effect of polymers and ash on VOC emissions. 1998. Northwest Biosolids Management Association, Washington State. $20,000 grant awarded to investigate effect of polymers and ash on VOC emissions from biosolids. 1997. James River Corporation, Oregon: $10,000 grant was awarded to investigate the success of genetically engineered Poplar trees with resistance to round-up. 1996. United State Forest Service, Tahoe National Forest: $15,000 grant was awarded to investigating fire ecology of the Tahoe National Forest. 1995. Kellogg Foundation, Washington D.C. $500 grant was awarded to construct a large anaerobic digester on St. Kitts in West Indies. 1993 Paul E. Rosenfeld, Ph.D. Page 8 of 10 June 2019 Deposition and/or Trial Testimony: In the United States District Court For The District of New Jersey Duarte et al, Plaintiffs, vs. United States Metals Refining Company et. al. Defendant. Case No.: 2:17-cv-01624-ES-SCM Rosenfeld Deposition. 6-7-2019 In the United States District Court of Southern District of Texas Galveston Division M/T Carla Maersk, Plaintiffs, vs. Conti 168., Schiffahrts-GMBH & Co. Bulker KG MS “Conti Perdido” Defendant. Case No.: 3:15-CV-00106 consolidated with 3:15-CV-00237 Rosenfeld Deposition. 5-9-2019 In The Superior Court of the State of California In And For The County Of Los Angeles – Santa Monica Carole-Taddeo-Bates et al., vs. Ifran Khan et al., Defendants Case No.: No. BC615636 Rosenfeld Deposition, 1-26-2019 In The Superior Court of the State of California In And For The County Of Los Angeles – Santa Monica The San Gabriel Valley Council of Governments et al. vs El Adobe Apts. Inc. et al., Defendants Case No.: No. BC646857 Rosenfeld Deposition, 10-6-2018; Trial 3-7-19 In United States District Court For The District of Colorado Bells et al. Plaintiff vs. The 3M Company et al., Defendants Case: No 1:16-cv-02531-RBJ Rosenfeld Deposition, 3-15-2018 and 4-3-2018 In The District Court Of Regan County, Texas, 112th Judicial District Phillip Bales et al., Plaintiff vs. Dow Agrosciences, LLC, et al., Defendants Cause No 1923 Rosenfeld Deposition, 11-17-2017 In The Superior Court of the State of California In And For The County Of Contra Costa Simons et al., Plaintiffs vs. Chevron Corporation, et al., Defendants Cause No C12-01481 Rosenfeld Deposition, 11-20-2017 In The Circuit Court Of The Twentieth Judicial Circuit, St Clair County, Illinois Martha Custer et al., Plaintiff vs. Cerro Flow Products, Inc., Defendants Case No.: No. 0i9-L-2295 Rosenfeld Deposition, 8-23-2017 In The Superior Court of the State of California, For The County of Los Angeles Warrn Gilbert and Penny Gilber, Plaintiff vs. BMW of North America LLC Case No.: LC102019 (c/w BC582154) Rosenfeld Deposition, 8-16-2017, Trail 8-28-2018 In the Northern District Court of Mississippi, Greenville Division Brenda J. Cooper, et al., Plaintiffs, vs. Meritor Inc., et al., Defendants Case Number: 4:16-cv-52-DMB-JVM Rosenfeld Deposition: July 2017 Paul E. Rosenfeld, Ph.D. Page 9 of 10 June 2019 In The Superior Court of the State of Washington, County of Snohomish Michael Davis and Julie Davis et al., Plaintiff vs. Cedar Grove Composting Inc., Defendants Case No.: No. 13-2-03987-5 Rosenfeld Deposition, February 2017 Trial, March 2017 In The Superior Court of the State of California, County of Alameda Charles Spain., Plaintiff vs. Thermo Fisher Scientific, et al., Defendants Case No.: RG14711115 Rosenfeld Deposition, September 2015 In The Iowa District Court In And For Poweshiek County Russell D. Winburn, et al., Plaintiffs vs. Doug Hoksbergen, et al., Defendants Case No.: LALA002187 Rosenfeld Deposition, August 2015 In The Iowa District Court For Wapello County Jerry Dovico, et al., Plaintiffs vs. Valley View Sine LLC, et al., Defendants Law No,: LALA105144 - Division A Rosenfeld Deposition, August 2015 In The Iowa District Court For Wapello County Doug Pauls, et al.,, et al., Plaintiffs vs. Richard Warren, et al., Defendants Law No,: LALA105144 - Division A Rosenfeld Deposition, August 2015 In The Circuit Court of Ohio County, West Virginia Robert Andrews, et al. v. Antero, et al. Civil Action N0. 14-C-30000 Rosenfeld Deposition, June 2015 In The Third Judicial District County of Dona Ana, New Mexico Betty Gonzalez, et al. Plaintiffs vs. Del Oro Dairy, Del Oro Real Estate LLC, Jerry Settles and Deward DeRuyter, Defendants Rosenfeld Deposition: July 2015 In The Iowa District Court For Muscatine County Laurie Freeman et. al. Plaintiffs vs. Grain Processing Corporation, Defendant Case No 4980 Rosenfeld Deposition: May 2015 In the Circuit Court of the 17th Judicial Circuit, in and For Broward County, Florida Walter Hinton, et. al. Plaintiff, vs. City of Fort Lauderdale, Florida, a Municipality, Defendant. Case Number CACE07030358 (26) Rosenfeld Deposition: December 2014 In the United States District Court Western District of Oklahoma Tommy McCarty, et al., Plaintiffs, v. Oklahoma City Landfill, LLC d/b/a Southeast Oklahoma City Landfill, et al. Defendants. Case No. 5:12-cv-01152-C Rosenfeld Deposition: July 2014 Paul E. Rosenfeld, Ph.D. Page 10 of 10 June 2019 In the County Court of Dallas County Texas Lisa Parr et al, Plaintiff, vs. Aruba et al, Defendant. Case Number cc-11-01650-E Rosenfeld Deposition: March and September 2013 Rosenfeld Trial: April 2014 In the Court of Common Pleas of Tuscarawas County Ohio John Michael Abicht, et al., Plaintiffs, vs. Republic Services, Inc., et al., Defendants Case Number: 2008 CT 10 0741 (Cons. w/ 2009 CV 10 0987) Rosenfeld Deposition: October 2012 In the United States District Court of Southern District of Texas Galveston Division Kyle Cannon, Eugene Donovan, Genaro Ramirez, Carol Sassler, and Harvey Walton, each Individually and on behalf of those similarly situated, Plaintiffs, vs. BP Products North America, Inc., Defendant. Case 3:10-cv-00622 Rosenfeld Deposition: February 2012 Rosenfeld Trial: April 2013 In the Circuit Court of Baltimore County Maryland Philip E. Cvach, II et al., Plaintiffs vs. Two Farms, Inc. d/b/a Royal Farms, Defendants Case Number: 03-C-12-012487 OT Rosenfeld Deposition: September 2013 EXHIBIT C 2656 29th Street, Suite 201 Santa Monica, CA 90405 Matt Hagemann, P.G, C.Hg. (949) 887-9013 mhagemann@swape.com Paul E. Rosenfeld, PhD (310) 795-2335 prosenfeld@swape.com November 18, 2019 Mitchell M. Tsai 155 South El Molino Avenue Suite 104 Pasadena, CA 91101 Subject: Comments on the First American Mixed-Use Project (SCH No. 20006071100) Dear Mr. Tsai, We have reviewed the August 2019 Environmental Impact Report Addendum (“Addendum”) for the First American Mixed-Use Project (“Project”) located in the City of Santa Ana (“City”). The Project proposes to construct 220 residential units, 13,350 square feet of retail space, and 332 parking stalls on the approximately 1.7-acre site. Our review concludes that the Addendum fails to adequately evaluate the Project’s Air Quality, Health Risk, and Greenhouse Gas impacts. As a result, emissions and health risk impacts associated with construction and operation of the proposed Project are underestimated and inadequately addressed. An updated Addendum should be prepared to adequately assess and mitigate the potential air quality and health risk impacts that the project may have on the surrounding environment. Air Quality Unsubstantiated Input Parameters Used to Estimate Project Emissions The Addendum’s air quality analysis relies on emissions calculated with CalEEMod.2016.3.2.1 CalEEMod provides recommended default values based on site-specific information, such as land use type, meteorological data, total lot acreage, project type and typical equipment associated with project type. If more specific project information is known, the user can change the default values and input project- 1 CAPCOA (November 2017) CalEEMod User’s Guide, http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4. 2 specific values, but the California Environmental Quality Act (CEQA) requires that such changes be justified by substantial evidence.2 Once all of the values are inputted into the model, the Project's construction and operational emissions are calculated, and "output files" are generated. These output files disclose to the reader what parameters were utilized in calculating the Project's air pollutant emissions and make known which default values were changed as well as provide justification for the values selected.3 Review of the Project’s air modeling demonstrates that the Addendum underestimates emissions associated with Project activities. As previously stated, the Addendum’s air quality analysis relies on air pollutant emissions calculated using CalEEMod. When reviewing the Project’s CalEEMod output files, provided in Appendix C to the Addendum, we found that several of the values inputted into the model were not consistent with information disclosed in the Addendum. As a result, the Project’s construction and operational emissions are underestimated. A DEIR should be prepared to include an updated air quality analysis that adequately evaluates the impacts that construction and operation of the Project will have on local and regional air quality. Failure to Include All Proposed Land Uses Review of the Project’s CalEEMod output files demonstrates that not all of the land uses proposed by the Addendum were included in the air model. As a result, the Project’s construction and operational emissions are underestimated. According to the Addendum, the proposed Project would include 332 parking spaces (p. 1-1). However, review of the Project’s CalEEMod output files demonstrates that the model failed to include any amount of parking (see excerpt below) (Appendix C, pp. 135, 163, 188). As you can see in the excerpt above, the model failed to include any amount of parking. The land usage parameters, including land use types and sizes, are used throughout CalEEMod to determine default variables and emission factors that go into the model’s calculations.4 For example, land use areas are used for certain calculations such as determining the wall space to be painted (i.e., VOC emissions from architectural coatings) and volume that is heated or cooled (i.e., energy impacts). Therefore, by failing to include the proposed parking land use in the air model, the construction and operational emissions are 2 CAPCOA (November 2017) CalEEMod User’s Guide, http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 1, 9. 3 CAPCOA (November 2017) CalEEMod User’s Guide, http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, fn 1, p. 11, 12 – 13. A key feature of the CalEEMod program is the “remarks” feature, where the user explains why a default setting was replaced by a “user defined” value. These remarks are included in the report. 4 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 18. 3 not properly accounted for. Therefore, an updated air quality analysis should be prepared in an updated DEIR to adequately evaluate the Project’s construction and operational air quality impacts. Underestimated Land Use Size Review of the Project’s CalEEMod output files demonstrates that the size of the proposed retail land use was underestimated within the model, and as a result, emissions may be underestimated by the model. According to the Air Quality and Greenhouse Gas Impact Analysis, provided as Appendix C to the Addendum, “The proposed project would develop up to 220 apartment units and 13,350 square-feet (sf) of retail/commercial floor area” (Appendix C, p. 1). However, review of the CalEEMod output files reveals that an area value of 12,350 square feet was modeled for the retail land use (see excerpt below) (Appendix C, pp. 135, 163, 188). As you can see in the excerpt above, the model underestimated the retail land use by 1,000 square feet. As previously stated, the land use type and size features are used throughout CalEEMod to determine default variable and emission factors that go into the model’s calculations.5 As previously stated, the square footage of a land use is used for certain calculations such as determining the wall space to be painted (i.e., VOC emissions from architectural coatings) and volume that is heated or cooled (i.e., energy impacts). By underestimating the size of the proposed retail land use, the model underestimates the Project’s construction and operational emissions and should not be relied upon to determine Project significance. Underestimated Saturday and Sunday Trip Rates Review of the Project’s CalEEMod output files demonstrates that the Saturday and Sunday trip rates for the proposed Project are underestimated. As a result, the Project’s mobile-source operational emissions are underestimated. According to the Traffic Impact Analysis Report, provided as Appendix E-1 to the Addendum, the Project is expected to generate approximately 1,420 net daily vehicle trips (see excerpt below) (Appendix E-1, p. 19). 5 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/default- source/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 18. 4 As you can see in the excerpt above, the total number of daily trips estimated for the proposed Project is 1,420. However, review of the Project’s CalEEMod output files demonstrates that the Saturday and Sunday trip rates are underestimated (see excerpt below) (Appendix C, pp. 155, 182, 207). As you can see in the excerpt above, the total numbers of daily trips that were calculated for Saturday and Sunday were underestimated by approximately 59 and 320 trips, respectively. This is inconsistent with the information provided in the Traffic Impact Analysis Report, and thus, the Saturday and Sunday trip rates were underestimated within the model. As a result, the Project’s operational emissions are underestimated and should not be relied upon to determine Project significance. Diesel Particulate Matter Health Risk Emissions Inadequately Evaluated The Addendum concludes that the proposed Project would have a less than significant impact on the health of sensitive receptors near the Project site without conducting a quantitative health risk assessment (HRA) for construction and operation (p. 3.2-2). The Addendum fails to conduct a quantified HRA and instead relies upon a Localized Significance Threshold (LST) analysis, which found that Project emissions would not exceed the SCAQMD LSTs. Based on the LST analysis and qualitative assertions, the Addendum concludes that the Project would have a less than significant impact on nearby sensitive receptors. Regarding construction-related health risks, the Addendum states, “Table 3.2-2 shows the on-site construction emissions and compares them to the Local Significance Thresholds (LSTs) established by SCAQMD to represent the maximum emissions 5 from the project which would not cause or contribute to an air quality exceedance of the most stringent applicable federal or state ambient air quality standard at the nearest sensitive receptor, taking into consideration ambient concentrations in each source receptor area, project size, distance to the sensitive receptor, and other factors…Table 3.2-2 shows that the proposed project’s localized construction emissions would not result in a locally significant air quality impact” (p. 3.2-1 – 3.2-2). Regarding operational health risk impacts, the Addendum attempts to justify its significance determination by stating, “Table 3.2-4 shows that on-site operational emissions would not exceed the LSTs for sensitive receptors in the project area” (p. 3.2-4). The excerpts above demonstrate the Addendum’s attempts to evaluate the Project’s health risk impact without conducting a quantified HRA. The failure to quantify the health risk posed to nearby sensitive receptors from exposure to toxic air contaminant (TAC) emissions released during Project activities, and instead reliance upon an LST analysis, is incorrect for several reasons. First, the use of the LST method to determine the Projects health risk impacts on nearby, existing sensitive receptors is incorrect. While the LST method assesses the impact of pollutants at a local level, it only evaluates impacts from criteria air pollutants. According to the Final Localized Significance Threshold Methodology document prepared by the SCAQMD, the LST analysis is only applicable to NOx, CO, PM10, and PM2.5 emissions, which are collectively referred to as criteria air pollutants.6 Because the LST method can only be applied to criteria air pollutants, this method cannot be used to determine whether emissions from DPM, a known human carcinogen, will result in a significant health risk impact to nearby sensitive receptors. As a result, health impacts from exposure to toxic air contaminants (TACs), such as diesel particulate matter (DPM), were not analyzed, thus leaving a gap within the Addendum’s analysis. Second, by failing to prepare a quantitative HRA in addition to the LST analysis, the Addendum fails to provide a comprehensive analysis of the sensitive receptor impacts that may occur as a result of exposure to substantial air pollutant emissions. Seeing as Project construction is expected to occur over an approximately two-year period, it is reasonable to assume that a significant amount of diesel particulate matter (DPM), a known human carcinogen, will be emitted from the exhaust stacks of equipment required for Project construction (p. 2-10). Similarly, the Addendum determines that operational activities will include approximately 1,420 daily vehicle trips, thus generating diesel exhaust over the duration of Project operation (Appendix E-1, p. 19, Table 5-1). As such, the Addendum should have conducted a construction and operational health risk assessment, as long-term exposure to DPM and other TACs may result in a significant health risk impact that therefore, must be properly assessed. Furthermore, the SCAQMD provides a specific numerical threshold of 10 in one million for determining a 6 “Final Localized Significance Threshold Methodology.” SCAQMD, Revised July 2008, available at: http://www.aqmd.gov/docs/default-source/ceqa/handbook/localized-significance-thresholds/final-lst- methodology-document.pdf. 6 project's health risk impact, which supports the necessity of a construction and operational HRA in addition to the LST analysis.7 Therefore, in order to determine the proposed Project’s health-related impact, the Addendum should have conducted an assessment that compares the Project’s construction and operational health risk to the SCAQMD’s specific numerical threshold of 10 in one million. Third, as previously discussed, the Addendum’s analysis relies upon emission estimates from a flawed CalEEMod model to estimate the excess cancer risk posed to nearby residents as a result of emissions generated during construction-related activity. Because the emissions estimates from the Project’s CalEEMod model are underestimated, the Addendum’s analysis comparing emissions from the model to thresholds are thus incorrect. As a result, we find the Addendum’s health-related air quality analysis and subsequent significance determination to be incorrect. Finally, the omission of a quantified HRA is inconsistent with the most recent guidance published by the Office of Environmental Health Hazard Assessment (OEHHA), the organization responsible for providing guidance on conducting HRAs in California. In February of 2015, OEHHA released its most recent Risk Assessment Guidelines: Guidance Manual for Preparation of Health Risk Assessments, which was formally adopted in March of 2015.8 This guidance document describes the types of projects that warrant the preparation of an HRA. Construction of the Project will produce emissions of DPM, a human carcinogen, through the exhaust stacks of construction equipment over a construction period of approximately two-years (p. 2-10). The OEHHA document recommends that all short-term projects lasting at least two months be evaluated for cancer risks to nearby sensitive receptors.9 Therefore, per OEHHA guidelines, health risk impacts from Project construction should have been evaluated by the Addendum. Furthermore, once construction of the Project is complete, the Project will operate for a long period of time. As previously stated, Project operation will generate approximately 1,420 vehicle trips, which will generate additional exhaust emissions and continue to expose nearby sensitive receptors to DPM emissions (Appendix E-1-, p. 19, Table 5-1). The OEHHA document recommends that exposure from projects lasting more than 6 months be evaluated for the duration of the project, and recommends that an exposure duration of 30 years be used to estimate individual cancer risk for the maximally exposed individual resident (MEIR).10 Even though we were not provided with the expected lifetime of the Project, we can reasonably assume that the Project will operate for at least 30 years, if not more. Therefore, health risks from Project operation should have also been evaluated by the Addendum, as a 30-year exposure duration vastly exceeds the 2-month and 6-month requirements set forth by OEHHA. These recommendations reflect the most recent health risk policy, and as such, an 7 “South Coast AQMD Air Quality Significance Thresholds.” SCAQMD, Revised April 2019, available at: http://www.aqmd.gov/docs/default-source/ceqa/handbook/scaqmd-air-quality-significance- thresholds.pdf?sfvrsn=2 8 “Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments.” OEHHA, February 2015, available at: http://oehha.ca.gov/air/hot_spots/hotspots2015.html 9 “Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments.” OEHHA, February 2015, available at: http://oehha.ca.gov/air/hot_spots/2015/2015GuidanceManual.pdf, p. 8-18 10 “Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments.” OEHHA, February 2015, available at: http://oehha.ca.gov/air/hot_spots/2015/2015GuidanceManual.pdf, p. 8-6, 8-15 7 updated assessment of health risks to nearby sensitive receptors from Project construction and operation should be included in a revised CEQA evaluation for the Project. Screening-Level Assessment Indicates Significant Impact In an effort to demonstrate the potential risk posed by Project construction and operation to nearby sensitive receptors, we prepared a simple screening-level HRA. The results of our assessment, as described below, provide substantial evidence that the Project’s construction and operational DPM emissions may result in a potentially significant health risk impact not previously identified by the Addendum. In order to conduct our screening level risk assessment, we relied upon AERSCREEN, which is a screening level air quality dispersion model. 11 The model replaced SCREEN3, and AERSCREEN is included in the OEHHA 12 and the California Air Pollution Control Officers Associated (CAPCOA)13 guidance as the appropriate air dispersion model for Level 2 health risk screening assessments (“HRSAs”). A Level 2 HRSA utilizes a limited amount of site-specific information to generate maximum reasonable downwind concentrations of air contaminants to which nearby sensitive receptors may be exposed. If an unacceptable air quality hazard is determined to be possible using AERSCREEN, a more refined modeling approach is required prior to approval of the Project. We prepared a preliminary HRA of the Project’s construction and operational health-related impact to residential sensitive receptors using the annual PM10 exhaust estimates from the SWAPE annual CalEEMod output files. According to the Addendum, the nearest sensitive receptor is located approximately 370 feet, or roughly 113 meters, east of the Project site (Appendix C, pp. 83). Consistent with recommendations set forth by OEHHA, we assumed residential exposure begins during the third trimester stage of life. The Project’s construction CalEEMod output files indicate that construction activities will generate approximately 190 pounds of diesel particulate matter (DPM). The AERSCREEN model relies on a continuous average emission rate to simulate maximum downward concentrations from point, area, and volume emission sources. To account for the variability in equipment usage and truck trips over Project construction, we calculated an average DPM emission rate by the following equation: 𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸 𝑅𝑅𝑅𝑅𝑅𝑅𝑅𝑅 �𝑔𝑔𝑔𝑔𝑅𝑅𝐸𝐸𝐸𝐸𝐸𝐸𝑅𝑅𝑠𝑠𝐸𝐸𝐸𝐸𝑠𝑠�= 190 𝑙𝑙𝑙𝑙𝐸𝐸 729 𝑠𝑠𝑅𝑅𝑑𝑑𝐸𝐸 × 453.6 𝑔𝑔𝑔𝑔𝑅𝑅𝐸𝐸𝐸𝐸𝑙𝑙𝑙𝑙𝐸𝐸 × 1 𝑠𝑠𝑅𝑅𝑑𝑑24 ℎ𝐸𝐸𝑜𝑜𝑔𝑔𝐸𝐸 × 1 ℎ𝐸𝐸𝑜𝑜𝑔𝑔3,600 𝐸𝐸𝑅𝑅𝑠𝑠𝐸𝐸𝐸𝐸𝑠𝑠𝐸𝐸 =𝟎𝟎.𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎 𝒈𝒈/𝒔𝒔 Using this equation, we estimated a construction emission rate of 0.001368 grams per second (g/s). Subtracting the 729-day construction duration from the total residential duration of 30 years, we assumed that after Project construction the MEIR would be exposed to the Project’s operational DPM 11 “AERSCREEN Released as the EPA Recommended Screening Model,” USEPA, April 11, 2011, available at: http://www.epa.gov/ttn/scram/guidance/clarification/20110411_AERSCREEN_Release_Memo.pdf 12 “Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments.” OEHHA, February 2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf 13 “Health Risk Assessments for Proposed Land Use Projects,” CAPCOA, July 2009, available at: http://www.capcoa.org/wp-content/uploads/2012/03/CAPCOA_HRA_LU_Guidelines_8-6-09.pdf 8 for an additional 28 years, approximately. The Project’s operational CalEEMod emissions indicate that operational activities will generate approximately 78 pounds of DPM per year throughout operation. Applying the same equation used to estimate the construction DPM rate, we estimated the following emission rate for Project operation: 𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸 𝑅𝑅𝑅𝑅𝑅𝑅𝑅𝑅 �𝑔𝑔𝑔𝑔𝑅𝑅𝐸𝐸𝐸𝐸𝐸𝐸𝑅𝑅𝑠𝑠𝐸𝐸𝐸𝐸𝑠𝑠�= 78.2 𝑙𝑙𝑙𝑙𝐸𝐸 365 𝑠𝑠𝑅𝑅𝑑𝑑𝐸𝐸 × 453.6 𝑔𝑔𝑔𝑔𝑅𝑅𝐸𝐸𝐸𝐸𝑙𝑙𝑙𝑙𝐸𝐸 × 1 𝑠𝑠𝑅𝑅𝑑𝑑24 ℎ𝐸𝐸𝑜𝑜𝑔𝑔𝐸𝐸 × 1 ℎ𝐸𝐸𝑜𝑜𝑔𝑔3,600 𝐸𝐸𝑅𝑅𝑠𝑠𝐸𝐸𝐸𝐸𝑠𝑠𝐸𝐸 =𝟎𝟎.𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎𝟎 𝒈𝒈/𝒔𝒔 Using this equation, we estimated an operational emission rate of 0.001125 g/s. Construction and operational activity was simulated as a 1.7-acre rectangular area source in AERSCREEN with dimensions of 83 meters by 83 meters. A release height of three meters was selected to represent the height of exhaust stacks on operational equipment and other heavy-duty vehicles, and an initial vertical dimension of one and a half meters was used to simulate instantaneous plume dispersion upon release. An urban meteorological setting was selected with model-default inputs for wind speed and direction distribution. The AERSCREEN model generates maximum reasonable estimates of single-hour DPM concentrations from the Project site. EPA guidance suggests that in screening procedures, the annualized average concentration of an air pollutant be estimated by multiplying the single-hour concentration by 10%.14 AS previously stated, there are residential sensitive receptors located approximately 100 meters from the Project site. The single-hour concentration estimated by AERSCREEN for Project construction is approximately 1.954 µg/m3 DPM at approximately 100 meters downwind. Multiplying this single-hour concentration by 10%, we get an annualized average concentration of 0.1954 µg/m3 for Project construction at the nearest sensitive receptor. For Project operation, the single-hour concentration is estimated by AERSCREEN is approximately 1.606 µg/m3 at approximately 100 meters downwind. Multiplying this single-hour concentration by 10%, we get an annualized average concentration of 0.1606 µg/m3 for Project operation at the nearest sensitive receptor. We calculated the excess cancer risk to the residential receptors both maximally exposed and located closest to the Project site using applicable HRA methodologies prescribed by OEHHA and the SCAQMD. Consistent with the construction schedule proposed by the Addendum, the annualized average concentration for construction was used for the entire third trimester of pregnancy (0.25 years) and for 1.75 years of the infantile stage of life (0 – 2 years). The annualized average concentration for operation was used for the remainder of the 30-year exposure period, including the remaining infantile stage of life, child stage of life (2 – 16 years), and adult stage of life (16 – 30 years). Consistent with OEHHA, SCAQMD, BAAQMD, and SJVAPCD guidance, we used Age Sensitivity Factors (ASFs) to account for the heightened susceptibility of young children to the carcinogenic toxicity of air 14 “Screening Procedures for Estimating the Air Quality Impact of Stationary Sources Revised.” EPA, 1992, available at: http://www.epa.gov/ttn/scram/guidance/guide/EPA-454R-92-019_OCR.pdf; see also “Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments.” OEHHA, February 2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf, p. 4-36 9 pollution.15, 16, 17, 18 According to the most updated guidance, quantified cancer risk should be multiplied by a factor of ten during the third trimester of pregnancy and during the first two years of life (infant) and should be multiplied by a factor of three during the child stage of life (2 to 16 years). However, we also included the quantified cancer risk without adjusting for the heightened susceptibility of young children to the carcinogenic toxicity of air pollution in accordance with older OEHHA guidance from 2003. This guidance utilizes a less health protective scenario than what is currently recommended by BAAQMD, the air quality district responsible for the City, and several other air districts in the state. In order to evaluate impacts most conservatively, we strongly recommend the use of age sensitivity factors as is recommended by the most recent guidance. Furthermore, in accordance with guidance set forth by OEHHA, we used the 95th percentile breathing rates for infants.19 Finally, according to BAAQMD guidance, we used a Fraction of Time At Home (FAH) value of 0.85 for the 3rd trimester and infant receptors, 0.72 for child receptors, and 0.73 for the adult receptors.20 We used a cancer potency factor of 1.1 (mg/kg-day)-1 and an averaging time of 25,550 days. OEHHA recommends that a 30-year exposure duration be used as the basis for estimating cancer risk at the MEIR.21 Consistent with OEHHA guidance, exposure to the MEIR was assumed to begin in the third trimester to provide the most conservative estimate of air quality hazards. The results of our calculations are shown below. The Closest Exposed Individual at an Existing Residential Receptor Activity Duration (years) Concentration (ug/m3) Breathing Rate (L/kg- day) Cancer Risk without ASFs* ASF Cancer Risk with ASFs* Construction 0.25 0.1954 361 2.7E-07 10 2.7E-06 15 “Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments.” OEHHA, February 2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf. 16 “Draft Environmental Impact Report (DEIR) for the Proposed The Exchange (SCH No. 2018071058).” SCAQMD, March 2019, available at: http://www.aqmd.gov/docs/default-source/ceqa/comment- letters/2019/march/RVC190115-03.pdf?sfvrsn=8, p. 4. 17 “California Environmental Quality Act Air Quality Guidelines.” BAAQMD, May 2017, available at: http://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa_guidelines_may2017-pdf.pdf?la=en, p. 56; see also “Recommended Methods for Screening and Modeling Local Risks and Hazards.” BAAQMD, May 2011, available at: http://www.baaqmd.gov/~/media/Files/Planning%20and%20Research/CEQA/BAAQMD%20Modeling%20Approac h.ashx, p. 65, 86. 18 “Update to District’s Risk Management Policy to Address OEHHA’s Revised Risk Assessment Guidance Document.” SJVAPCD, May 2015, available at: https://www.valleyair.org/busind/pto/staff-report-5-28-15.pdf, p. 8, 20, 24. 19 “Supplemental Guidelines for Preparing Risk Assessments for the Air Toxics ‘Hot Spots’ Information and Assessment Act,” June 5, 2015, available at: http://www.aqmd.gov/docs/default-source/planning/risk- assessment/ab2588-risk-assessment-guidelines.pdf?sfvrsn=6, p. 19. “Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments.” OEHHA, February 2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf 20 “Air Toxics NSR Program Health Risk Assessment (HRA) Guidelines.” BAAQMD, January 2016, available at: http://www.baaqmd.gov/~/media/files/planning-and-research/rules-and-regs/workshops/2016/reg-2-5/hra- guidelines_clean_jan_2016-pdf.pdf?la=en 21“Risk Assessment Guidelines Guidance Manual for preparation of Health Risk Assessments.” OEHHA, February 2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf, p. 8-6. 10 3rd Trimester Duration 0.25 2.7E-07 3rd Trimester Exposure 2.7E-06 Construction 1.75 0.1954 1090 5.6E-06 10 5.6E-05 Operation 0.25 0.1606 1090 6.6E-07 10 6.6E-06 Infant Exposure Duration 2.00 6.3E-06 Infant Exposure 6.3E-05 Operation 14.00 0.1606 572 1.9E-05 3 5.8E-05 Child Exposure Duration 14.00 1.9E-05 Child Exposure 5.8E-05 Operation 14.00 0.1606 261 6.5E-06 1 6.5E-06 Adult Exposure Duration 14.00 6.5E-06 Adult Exposure 6.5E-06 Lifetime Exposure Duration 30.00 3.2E-05 Lifetime Exposure 1.3E-04 * We, along with CARB and SCAQMD, recommend using the more updated and health protective 2015 OEHHA guidance, which includes ASFs. As indicated in the tables above, the excess cancer risk posed to adults, children, infants, and during the third trimester of pregnancy at the closest receptor, located approximately 100 meters away, over the course of Project construction and operation, utilizing age sensitivity factors, are approximately 6.5, 58, 63, and 2.7 in one million, respectively. The excess cancer risk over the course of a residential lifetime (30 years) at the closest receptor, with age sensitivity factors, is approximately 130 in one million. The adult, child, infant, and lifetime cancer risks, using age sensitivity factors, exceed the SCAQMD threshold of 10 in one million, thus resulting in a potentially significant impact not previously addressed or identified by the Addendum. Utilizing age sensitivity factors is the most conservative, health-protective analysis according to the most recent guidance by OEHHA and recommendations from the air district. Results without age sensitivity factors are presented in the table above, although we do not recommend utilizing these values for health risk analysis. An agency must include an analysis of health risks that connects the Project’s air emissions with the health risk posed by those emissions. Our analysis represents a screening-level HRA, which is known to be conservative and tends to err on the side of health protection. The purpose of the screening-level construction HRA shown above is to demonstrate the link between the proposed Project’s emissions and the potential health risk. Our screening-level HRA demonstrates that construction of the Project could result in a potentially significant health risk impact, when correct exposure assumptions and up- to-date, applicable guidance are used. Therefore, since our screening-level construction HRA indicates a potentially significant impact, an updated CEQA analysis should include a reasonable effort to connect the Project’s air quality emissions and the potential health risks posed to nearby receptors. Thus, an updated CEQA analysis should include a quantified air pollution model as well as an updated, quantified refined health risk assessment which adequately and accurately evaluates health risk impacts associated with both Project construction and operation. 11 Greenhouse Gas Failure to Adequately Evaluate Greenhouse Gas Impacts The Addendum concludes that the proposed Project would have a less than significant GHG impact as a result of determining that emissions would be less than that indicated in the 2010 FEIR, as well as a qualitative analysis evaluating the Project’s consistency with the California Building Code, Santa Ana Climate Action Plan (CAP), and CARB’s 2017 Scoping Plan. Specifically, the Addendum states, “[T]he proposed project would generate approximately 2,231 MT CO2e per year. The proposed project’s emissions would be less than the emissions identified by the 2010 FEIR. In addition, there have been substantial changes in the California Building Code since the 2010 FEIR was adopted to increase efficiency and reduce GHG emissions, which contribute to achieving GHG reductions identified by AB 32. The project would comply with the California Building Code, which would reduce GHG emissions and increase efficiency, beyond what was assumed in the 2010 FEIR. Therefore, the project would not result in any new or substantially more severe GHG emissions impacts than what was analyzed in the 2010 FEIR and project GHG emissions would not be significant” (p. 3.5-2). The Addendum goes on to state, “[T]he proposed project would be consistent with the Santa Ana CAP. The proposed project would not result in any new or substantially more severe GHG emissions impacts beyond those analyzed in the 2010 FEIR and cumulative GHG emissions would not be significant” (p. 3.5-3). Finally, the Addendum states, “On December 14, 2017, CARB adopted the 2017 Scoping Plan, which provides a framework for achieving the 2030 target. Therefore, the proposed project should be consistent with the most recent Scoping Plan…The proposed project would not conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing GHG emissions. Therefore, the proposed project would not result in any new or substantially more severe GHG emissions impacts than what was analyzed in the 2010 FEIR and project impacts would not be significant” (p. 3.5-3 – 3.5-4). This justification and subsequent less-than-significant impact finding are incorrect and unsubstantiated for several reasons: (1) The Addendum fails to demonstrate consistency with the FEIR; (2) The Santa Ana County CAP cannot be relied upon to determine Project significance; (3) The 2017 CARB Scoping Plan cannot be relied upon to determine Project significance; (4) Incorrect and unsubstantiated analysis demonstrates significant GHG impact; and (5) Updated analysis indicates significant impact. 12 (1) Failure to Demonstrate Consistency with the FEIR According to the Addendum, “the project would not result in any new or substantially more severe GHG emissions impacts than what was analyzed in the 2010 FEIR and project GHG emissions would not be significant. Mitigation Measures 4.13-8 through 4.13-23 from the 2010 FEIR would be applicable to the proposed project” (p. 3.5-2). However, this is incorrect, as the Addendum fails to substantiate this conclusion. Review of the Addendum demonstrates that several of the mitigation measures identified in the 2010 FEIR are not substantiated or implemented in the Addendum. According to the Addendum, “[M]itigation measures applied to the proposed project include all diesel fuel construction equipment classified Untied States Environmental Protection Agency (USEPA) Tier II or better (Mitigation Measure 4.13-1), all construction equipment shut off when not in use and not idling for more than five minutes (Mitigation Measure 4.13-2), electrical powered equipment used to the extent feasible(Mitigation Measure 4.13-5), exceedance of Title 24 requirements (Mitigation Measure 4.13-8), drought tolerant landscaping (Mitigation Measure 4.13-9), low flow showers and faucets in residences (Mitigation Measure 4.13- 10), ride sharing programs (Mitigation Measure 4.13-16), fluorescent lighting (Mitigation Measure 4.13-17), and 10 percent renewable energy for the commercial project component (Mitigation Measure 4.13-24)” (p. 3.5-1). However, this justification and attempt at compliance with the FEIR is incorrect for several reasons. First, the Addendum fails to actually commit to the use of these mitigation measures or discuss how they will be implemented, monitored, and enforced. Without further analysis by the Addendum describing how the proposed Project will apply these mitigation measures, we cannot assume that they will be implemented or enforced. Furthermore, the Addendum fails to address several of the mitigation measures between 4.13-8 through 4.13-23 that are included in the FEIR (see table below). Measure Addendum Consistency 2010 Santa Ana Transit Zoning Code FEIR22 Construction Measures MM 4.13-1 All diesel fueled construction equipment shall be classified EPA Tier II or better emission efficiencies. Here, the Addendum states that the Project will “include all diesel fuel construction equipment classified United States Environmental Protection Agency (USEPA) Tier II or better” (p. 3.5-1). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of the measure. Thus, we cannot verify that all diesel- 22 “Transit Zoning Code Environmental Impact Report.” City of Santa Ana, May 2010, available at: https://www.santa-ana.org/sites/default/files/Documents/18_Sec4-13_GlobalClimateChange.pdf, Chapter 4.13, Global Climate Change. 13 fueled construction equipment will actually be Tier II or better on the Project site. MM 4.13-2 All construction equipment shall be shut off when not in use and shall not idle for more than five minutes, unless actively engaged in construction activities. Here, the Addendum states that “all construction equipment [will be] shut off when not in use and not idling for more than five minutes” (p. 3.5-1). However, once again, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of the measure. Thus, we cannot verify that the measure will actually be applied or required at the Project site. MM 4.13-3 Queuing of trucks on- and offsite shall be limited to periods when absolutely necessitated by grading or construction activities. Here, the Addendum fails to address the queuing of trucks on- and offsite, including the limiting of their operations based on grading and construction. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. MM 4.13-4 All on-road construction trucks and other vehicles greater than 10,000 pounds shall be shut off when not in use and shall not idle for more than 5 minutes. Here, the Addendum fails to address on-road construction trucks and other vehicles greater than 10,000 pounds, including their shut off and idling policies. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. MM 4.13-5 To the extent feasible, all diesel- and gasoline- powered construction equipment shall be replaced with equivalent electric equipment. Here, while the Addendum states that “electrical powered equipment [will be] used to the extent feasible,” the Addendum fails to address what is considered feasible for the proposed Project (p. 3.5-1). The Addendum must evaluate the feasibility of implementing its proposed mitigation measures and without doing so, we cannot verify that the measure will actually be implemented and enforced. MM 4.13-6 Project plans and specifications shall include policies and procedures for the reuse and recycling of construction and demolition waste (including, but not limited to, soil, vegetation, concrete, lumber, metal, and cardboard). While the Addendum addresses recycling programs on the Project site, the Addendum fails to address any sort of recycling for construction and demolition waste. As such, while we can assume that the Project’s operations will include recycling programs, the Addendum gives no indication that construction of the Project will include any recycling. Thus, the Addendum fails to comply with this aspect of the 2010 FEIR. 14 MM 4.13-7 Project plans and specifications shall include education for construction workers about reducing waste and using available recycling services. Here, the Addendum fails to address education for construction workers, including regarding reducing waste and recycling services. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. Operational Measures MM 4.13-8 Prior to issuance of a building permit, the applicant shall demonstrate that the design of the proposed buildings or structures meets or exceeds the most recent Title 24 requirements (Title 24, Part 6 of the California Code of Regulations; Energy Efficiency Standards for Residential and Non Residential Buildings; Cool Roof Coatings performance standards), subject to review by the City Building Official. Documentation of compliance with this measure shall be provided to the Planning and Building Agency and Building Official for review and approval prior to issuance of the permit. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to certificate of occupancy. The following design features should be considered by the applicant as a way to achieve Title 24 compliance in excess of the minimum requirement:  Increase in insulation such that heat transfer and thermal bridging is minimized  Limit air leakage through the structure or within the heating and cooling distribution system to minimize energy consumption  Incorporate dual-paned or other energy efficient windows  Incorporate energy efficient space heating and cooling equipment  Incorporate energy efficient light fixtures  Incorporate energy efficient appliances  Incorporate energy efficient domestic hot water systems  Incorporate solar panels into the electrical system Here, the Addendum states that the Project will “Mitigation measures applied to the proposed project include exceedance of Title 24 requirements” (p. 3.2-3). In addition, the Addendum states that “[t]he proposed project would include provisions for PV solar panel on roofs” and “[t]he proposed project would incorporate cool roof materials” (p. 3.5-4, Table 3.5-2). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of all aspects of this measure. Specifically, the Addendum fails to address insulation in regards to heat transfer and thermal bridging, limiting air leakage to minimize energy consumption, dual-paned or other energy efficient windows, energy efficient space heating and cooling equipment, energy efficient appliances, energy efficient domestic hot water systems, or other measures that will increase the energy efficiency of building envelope in a manner that when combined with the other options exceeds Title 24 by a minimum of 20 percent. Without any sort of quantification of the energy reductions as a result of Project mitigation measures, the Addendum fails to demonstrate the minimum 20 percent Title 24 exceedance as indicated in the 2010 FEIR. Furthermore, while the Addendum states that “[t]he California Energy Code contains energy efficiency provisions, such as requiring energy efficient indoor light fixtures, and solar water-heating systems in certain restaurants,” the Addendum fails to demonstrate that the Project itself will implement these measures whatsoever (p. 3.4-2). The Addendum also states that 15  Incorporate cool roofs/light-colored roofing  Or other measures that will increase the energy efficiency of building envelope in a manner that when combined with the other options listed above exceeds current Title 24 Standards (Title 24, Part 6 of the California Code of Regulations; Energy Efficiency Standards for Residential and Non Residential Buildings, as amended September 11, 2008; Cool Roof Coatings performance standards as amended September 11, 2006) by a minimum of 20 percent “California’s Green Building Standards Code (CALGreen; California Code of Regulations, Title 24, Part 11) requires implementation of energy efficient light fixtures and building materials into the design of new construction projects” (p. 3.4-5). However, once again, the Addendum fails to state that the proposed Project will implement these light fixtures and building materials. As such, the Addendum fails to adequately demonstrate the consideration of the listed design features or quantification of a minimum 20 percent Title 24 exceedance, and thus, fails to demonstrate compliance with the 2010 FEIR. MM 4.13-9 Prior to issuance of a building permit, applicants for individual projects shall provide a landscape plan that includes shade trees around main buildings, particularly along southern elevations where practical, and will not interfere with loading dock locations or other operational constraints. Documentation of compliance with this measure shall be provided to the Planning and Building Agency for review and approval. Here, the Addendum fails to address a landscape plan that includes shade trees around main buildings, particularly along southern elevations where practical, and will not interfere with loading dock locations or other operational constraints. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. MM 4.13-10 All showerheads, lavatory faucets, and sink faucets within the residential units, and where feasible within non-residential developments, shall comply with the California Energy Conservation flow rate standards. Here, the Addendum states that the Project will include “low flow showers and faucets in residences” and “low flush toilets in the commercial and residential development” (p. 3.2-3). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of the measure. Thus, we cannot verify whether the Project will comply with the California Energy Conservation flow rate standards. MM 4.13-11 Low-flush toilets shall be installed within all Congregate Care units as specified in California State Health and Safety Code Section 17921.3. Here, the Addendum states that the Project will include “low flush toilets in the commercial and residential development” (p. 3.2-3). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of this measure. 16 Thus, we cannot verify that the Project will install and maintain low-flush toilets. MM 4.13-12 Project designers should consider design features to incorporate light-colored roofing materials that will deflect heat away from the building and conserve energy. Here, the Addendum states that “[t]he proposed project would incorporate cool roof materials” (p. 3.5-4). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of the measure. More specifically, the Addendum fails to state any specifics about which cool roof materials would be used and in what quantity. Thus, we cannot verify whether the Project adequately considered incorporating light- colored roofing materials that will deflect heat away from the building and conserve energy. MM 4.13-13 Landscape designers shall ensure that landscaping of common areas for Industrial/Commercial projects uses drought-tolerant and smog-tolerant trees, shrubs, and groundcover to ensure long-term viability and conserve water and energy. Here, the Addendum states, “[t]he proposed project would include new low water landscaping and trees. Additionally, weather-based smart irrigation controllers would be used” (p. 3.5- 4). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to the implementation, monitoring, and enforcement of the measure. Thus, we cannot verify that the Project will ensure whether and to what extent landscaping of common areas for Industrial/Commercial projects would use drought- tolerant and smog-tolerant trees, shrubs, and groundcover. MM 4.13-14 Landscape designers shall ensure that the landscape plan for Industrial/Commercial projects includes drought resistant trees, shrubs, and groundcover within the parking lot and perimeter. Here, the Addendum states, “[t]he proposed project would include new low water landscaping and trees. Additionally, weather-based smart irrigation controllers would be used” (p. 3.5- 4). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of the measure. Thus, we cannot verify that the landscape plan for the commercial aspects of the Project would include drought resistant trees, shrubs, and groundcover within the parking lot and perimeter or to what extent they would be applied. 17 MM 4.13-15 Individual project applicants shall ensure that designs for Industrial/Commercial projects include all illumination elements to have controls to allow selective use as an energy conservation measure. Here, the Addendum fails to address whether all illumination elements have controls to allow selective use as an energy conservation measure for the commercial aspects of the Project. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. MM 4.13-16 The applicant for Industrial/Commercial projects should promote ride sharing programs such as, but not necessarily including, publishing ride sharing information for all of the tenants, designating a certain percentage of parking spaces for ride sharing vehicles, designating adequate passenger loading and unloading and waiting areas for ride sharing vehicles, and providing a website or message board for coordinating rides. Prior to issuance of a building permit, the applicant shall demonstrate that measures have been included to provide adequate bicycle parking near building entrances to promote cyclist safety, security, and convenience pursuant to SAMC Chapter 41 regarding bicycle parking standards and Chapter 16 of the Santa Ana Citywide Design Guidelines regarding Bikeway Support Facilities Guidelines . Documentation of compliance with this measure shall be provided to the City Building Official for review and approval. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to issuance of certificate of occupancy. Here, the Addendum states that the Project will include “ride sharing programs (Mitigation Measure 4.2-33),” (p. 3.5-4). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of the measure. Thus, we cannot verify that the Project will promote ride sharing programs such as, but not necessarily including, publishing ride sharing information for all of the tenants, designating a certain percentage of parking spaces for ride sharing vehicles, designating adequate passenger loading and unloading and waiting areas for ride sharing vehicles, and providing a website or message board for coordinating rides. MM 4.13-17 Prior to issuance of any certificate of occupancy, the applicant shall demonstrate that all Multifamily/Industrial/Commercial projects’ interior building lighting supports the use of compact fluorescent light bulbs or equivalently efficient lighting to the satisfaction of the Building Official. Here, the Addendum states that the Project will include “fluorescent indoor lighting (Mitigation Measure 4.2-35)” (p. 3.2-3). However, this is all that is stated and as such, the Addendum fails to demonstrate a commitment to implementation, monitoring, and enforcement of the measure. Thus, we cannot verify that the Project will demonstrate that all Multifamily/Industrial/Commercial projects’ interior building lighting supports the use of 18 compact fluorescent light bulbs or equivalently efficient lighting. MM 4.13-18 Applicants for Multi-family/Industrial/Commercial projects shall consider providing preferential parking spaces for ultra-low emission vehicles and alternative fueled vehicles to encourage the use of alternative fuels and ultra-low emission vehicles Here, the Addendum fails to address preferential parking spaces for ultra-low emission vehicles and alternative fueled vehicles to encourage the use of alternative fuels and ultra-low emission vehicles. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. MM 4.13-19 Prior to issuance of a building permit, the applicant shall demonstrate that the proposed Multifamily/ Industrial/Commercial uses building or structure designs incorporate exterior storage areas for recyclables and green waste and adequate recycling containers located in public/common areas pursuant to the adopted standards. Documentation of compliance with this measure shall be provided to the Planning and Building Agency for review and approval. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to issuance of certificate of occupancy. Here, the Addendum states that “the proposed project would comply with the City’s recycling program and, consistent with the 2010 FEIR, solid waste impacts would be less than significant” (p. 3.9-7). However, the Addendum fails to include any specific information on what the Project’s recycling program would look like or demonstrate any commitment to the implementation, monitoring, or enforcement of this program. As such, the Addendum fails to address exterior storage areas for recyclables or adequate recycling containers located in public/common areas. Furthermore, the Addendum completely fails to address any programs or plans for the management of green waste, including exterior storage areas. MM 4.13-20 All common area irrigation areas for Multi- family/Industrial/Commercial projects shall consider systems that are capable of being operated by a computerized irrigation system which includes an onsite weather station/ET gage capable of reading current weather data and making automatic adjustments to independent run times for each irrigation valve based on changes in temperature, solar radiation, relative humidity, rain, and wind. In addition, the computerized irrigation system shall also consider the ability to be equipped with flow-sensing capabilities, thus automatically shutting down the irrigation system in the event of a mainline break or broken head. These features will assist in conserving water, eliminating the potential of slope failure due to Here, the Addendum states that “weather-based smart irrigation controllers would be used” (p. 3.5- 4, Table 3.5-2). However, the Addendum fails to demonstrate any sort of commitment to the implementation, monitoring, or enforcement of this measure or details regarding specifics. The Addendum should include information on Project- specific smart irrigation plans, otherwise we cannot verify that this measure will be applied or required on the Project site. Furthermore, the Addendum fails to address whether this weather-based smart irrigation would include an onsite weather station/ET gage capable of reading current weather data and making automatic adjustments to independent run times for each irrigation valve based on changes in temperature, solar radiation, relative humidity, rain, and wind. The Addendum 19 mainline breaks, and eliminating over-watering and flooding due to pipe and/or head breaks. also fails to address the consideration of flow- sensing capabilities, slope failure due to mainline breaks, and over-watering and flooding due to pipe and/or head breaks. MM 4.13-21 Consideration of installation of solar roofs on homes and businesses to offset the increasing demand for energy and natural gas. Here, the Addendum states that “[t]he proposed project would include provisions for PV solar panel on roofs” (p. 3.5-4, Table 3.5-2). However, the Addendum fails to elaborate on what these provisions entail, the feasibility of solar roofs, or any information on offsetting the increasing demand for energy and natural gas. The Addendum should include information on Project-specific considerations regarding solar roofs, otherwise we cannot verify that solar roofs were considered. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. MM 4.13-22 Project applicants shall, where feasible, incorporate passive solar design features into the buildings, which may include roof overhangs or canopies that block summer shade, but that allow winter sun, from penetrating south facing windows. Here, the Addendum fails to address passive solar design, including roof overhangs or canopies that block summer shade, but allow for winter sun, from penetrating south facing windows. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. MM 4.13-23 Use Energy Efficient Roofing Materials. All roofing materials used in commercial/retail buildings at the Mixed-Use Retail Development shall be Energy Star® certified. All roof products shall also be certified to meet American Society for Testing and Materials (ASTM) high emissivity requirements. Here, the Addendum fails to address energy efficient roofing materials, Energy Star roofing materials, or American Society for Testing and Materials (ASTM) high emissivity requirements. As such, the Addendum fails to comply with this aspect of the 2010 FEIR. (2) The Santa Ana County CAP is Not Applicable to the Project As previously mentioned, the Project relies upon consistency with the City of Santa Ana’s CAP to determine Project significance. However, review of the plan demonstrates that the City of Santa Ana CAP should be 2020. The CAP states, “It is anticipated that new policy and technology options for reducing emissions may become available before 2035; the CAP will need to be updated and additional measures may need to be added to meet the 2035 goal” (p. 26). 20 Given the construction schedule, the Project is not set to become operational until the end of 2022 (Appendix C, pp. 135, 163, 188). However, the City of Santa Ana’s CAP is only applicable to Project’s that will be fully operational by 2020, as the CAP should be updated to meet the 2035 goals included in the CAP. Thus, we require that an updated CEQA analysis be prepared to include an adequate evaluation and mitigation of the proposed Project’s GHG emissions to ensure that impacts are reduced to a less than significant level. (3) The 2017 CARB Scoping Plan Cannot be Relied Upon to Determine Project Significance; The Addendum determines that the Project’s GHG impact would be less than significant as a result of consistency with CARB’s Scoping Plan. However, this is incorrect. CEQA Guidelines § 15064.4(b)(3) allows a lead agency to consider “[t]he extent to which the project complies with regulations or requirements adopted to implement a statewide, regional, or local plan for the reduction or mitigation of greenhouse gas emissions (see, e.g., section 15183.5(b)).” (Emph. added). When adopting this language, the California Natural Resources Agency (“Resources Agency”) explained in its 2018 Final Statement of Reasons for Regulatory Action (“2018 Statement of Reason”)23 that it explicitly added referenced to section 15183.5(b) because it was “needed to clarify that lead agencies may rely on plans prepared pursuant to section 15183.5 in evaluating a project’s [GHG] emissions … [and] consistent with the Agency’s Final Statement of Reasons for the addition of section 15064.4, which states that ‘proposed section 15064.4 is intended to be read in conjunction with . . . proposed section 15183.5. Those sections each indicate that local and regional plans may be developed to reduce GHG emissions.’” 2018 Final Statement of Reason, p. 19 (emph. added); see also 2009 Final Statement of Reasons for Regulatory Action, p. 27.24 When read in conjunction, CEQA Guidelines §§ 15064.4(b)(3) and 15183.5(b)(1) make clear qualified GHG reduction plans (also commonly referred to as a Climate Action Plan [“CAP”]) should include the following features: (1) Inventory: Quantify GHG emissions, both existing and projected over a specified time period, resulting from activities (e.g., projects) within a defined geographic area (e.g., lead agency jurisdiction); (2) Establish GHG Reduction Goal: Establish a level, based on substantial evidence, below which the contribution to GHG emissions from activities covered by the plan would not be cumulatively considerable; (3) Analyze Project Types: Identify and analyze the GHG emissions resulting from specific actions or categories of actions anticipated within the geographic area; 23 Resources Agency (Nov. 2018) Final Statement of Reasons For Regulatory Action: Amendments To The State CEQA Guidelines, http://resources.ca.gov/ceqa/docs/2018_CEQA_Final_Statement_of%20Reasons_111218.pdf. 24 Resources Agency (Dec. 2009) Final Statement of Reasons for Regulatory Action, p. 27 (“Those sections each indicate that local and regional plans may be developed to reduce GHG emissions. If such plans reduce community-wide emissions to a level that is less than significant, a later project that complies with the requirements in such a plan may be found to have a less than significant impact.”), http://resources.ca.gov/ceqa/ docs/Final_Statement_of_Reasons.pdf. 21 (4) Craft Performance Based Mitigation Measures: Specify measures or a group of measures, including performance standards, that substantial evidence demonstrates, if implemented on a project-by-project basis, would collectively achieve the specified emissions level; (5) Monitoring: Establish a mechanism to monitor the CAP progress toward achieving said level and to require amendment if the plan is not achieving specified levels; The above-listed CAP features provide the necessary substantial evidence demonstrating a project’s incremental contribution is not cumulative considerable, as required under CEQA Guidelines § 15064.4(b)(3).25 Here, however, the Addendum fails to demonstrate that the plans and policies include the above-listed requirements to be considered a qualified CAP for the City. As such, the Addendum leaves an analytical gap showing that compliance with said plans can be used for a project-level significance determination. Thus, the Addendum’s GHG analysis should not be relied upon to determine Project significance. (4) Incorrect and Unsubstantiated Analysis Demonstrates Significant GHG Impact In addition to the Addendum’s failure to demonstrate compliance with the FEIR, the Addendum fails to adequately compare the Project’s annual GHG emissions to the applicable SCAQMD threshold. First, the FEIR states “[w]ith programmatic mitigation incorporated at the individual component level, the components themselves may be less than significant on a site-by-site basis, but will be required to do individual air quality impact analyses to determine their independent significance levels” (p. 4.13-18). However, while the Addendum quantifies the Project’s GHG emissions, it fails to determine the Project’s significance levels based on relevant SCAQMD thresholds. Review of the Addendum demonstrates that the Project would result in a net increase of 2,231 metric tons of CO2 equivalents per year (MT CO2e/year) (see excerpt below) (p. 3.5-2). 25 See Mission Bay Alliance v. Office of Community Investment & Infrastructure (2016) 6 Cal.App.5th 160, 200-201 (Upheld qualitative GHG analysis when based on city’s adopted its greenhouse gas strategy that contained “multiple elements” of CEQA Guidelines § 15183.5(b), “quantification of [city’s] baseline levels of [GHG] emissions and planned reductions[,]” approved by the regional air district, and “[a]t the heart” of the city’s greenhouse gas strategy was “specific regulations” and measures to be implemented on a “project-by-project basis … designed to achieve the specified citywide emission level.”). 22 As you can see in the excerpt above, the Addendum concludes that the Project will produce 2,231 MT CO2e/year from construction and operation. However, this is incorrect for two reasons. First, the Addendum’s CalEEMod model relies upon incorrect input parameters to estimate the Project’s criteria air pollutant and GHG emissions, resulting in an underestimation of Project emissions. Therefore, we find the Addendum’s quantitative GHG analysis to be incorrect and unreliable. Furthermore, the Addendum should have compared the Project’s quantified GHG emissions to the 2030 substantial progress service population efficiency threshold of 3.0 MT CO2e/SP/year, as the Project’s development would occur beyond 2020 and the Project would become operational in 2022. We calculated the Project’s service population by totaling the Project’s anticipated residents and employees.26 If the correct threshold had been used to adequately evaluate the Project’s emissions, a significant impact would be revealed that was not previously identified in the Addendum (see table below). Annual Greenhouse Gas Emissions Efficiency Source Project Emissions Unit Addendum Annual Emissions 2,231 MT CO2e/year Maximum Service Population 653 Residents &Employees Per Service Population Annual Emissions 3.42 MT CO2e/sp/year 2035 SCAQMD Project Level Efficiency Threshold 3.0 MT CO2e/sp/year Exceed? Yes - 26 Service Population = Residents + Employees = 629 + 24 = 653; Residents identified as 629 (Appendices, pp. 135); Employees identified as approximately 24 (13,350 / 549), see “Building Area Per Employee By Business Type.” USGBC, May 2008, available at: https://www.usgbc.org/drupal/legacy/usgbc/docs/Archive/General/Docs4111.pdf 23 As you can see in the excerpt above, when we compare the per service population emissions estimated in the Addendum to the relevant SCAQMD threshold, the Project’s 2022 service population efficiency value of 3.42 MT CO2e/SP/year exceeds the 2035 service population efficiency threshold of 3.0 MT CO2e/SP/year. Thus, we find a significant GHG impact not previously identified in the Addendum. According to CEQA Guidelines § 15064.4(b), if there is substantial evidence that the possible effects of a particular project are still cumulatively considerable notwithstanding compliance with the adopted regulations or requirements, a full CEQA analysis must be prepared for the project. The Addendum may not ignore this analysis and application of routinely used GHG thresholds by claiming discretion in deciding which thresholds it wishes to employ. As one court explained when setting aside an EIR where commenters questioned the city’s use of a particular threshold, the discretion granted to lead agencies are not “unbounded” and (emphasis added): “[T]he fact that a particular environmental effect meets a particular threshold cannot be used as an automatic determinant that the effect is or is not significant … a threshold of significance cannot be applied in a way that would foreclose the consideration of other substantial evidence tending to show the environmental effect to which the threshold relates might be significant.” East Sacramento Partnership for a Livable City v. City of Sacramento (2016) 5 Cal.App.5th 281, 300, 303-304 (internal citations omitted). Thus, the results of the above analysis provide substantial evidence that the proposed Project’s GHG emissions are still cumulatively considerable notwithstanding its purported compliance with the FEIR, Santa Ana CAP, and 2017 CARB Scoping Plan (as challenged herein). Therefore, an updated CEQA analysis must be prepared for the Project, and mitigation should be implemented where necessary, per CEQA guidelines. (5) Updated Analysis Indicates Significant Impact In an effort to adequately assess the Project’s GHG impact, we prepared a simple analysis using the emission estimates provided in the SWAPE CalEEMod output files and compared them to the SCAQMD’s 2035 service population efficiency threshold. According to the CalEEMod output files, the amortized construction of the Project would result in approximately 35.5 MT CO2e per year27 and operation of the Project would result in a net emission increase of approximately 2,529.8 MT CO2e.28 According to CAPCOA’s CEQA & Climate Change report, service population is defined as “the sum of the number of residents and the number of jobs supported by the project.”29 According to the Addendum, the Project would result in 629 new residents (Appendix C, pp. 135, 163, 188). The Addendum failed to provide the estimated number of employees supported by the Project, so we estimated a value of 24 new employees, based on the square footage of the proposed retail land use and USGBC’s Building Area 27 Amortized Construction = (393.31 + 653.88 + 16.82) / 30 = 35.5 MT CO2e 28 Net Operational = Area + Energy + Mobile + Waste + Water = (56.95 + 713.72 + 1,661.83 + 57.94 + 39.32) = 2,529.76 MT CO2e 29 CAPCOA (Jan. 2008) CEQA & Climate Change, p. 71-72, http://www.capcoa.org/wp- content/uploads/2012/03/CAPCOA-White-Paper.pdf. 24 Per Employee by Business Type.30 Thus, we calculated a service population of 653. Dividing the Project’s emissions by a service population value of 653 people, we find that the Project would emit approximately 3.9 MT CO2e/SP/year. When we apply the Project’s GHG emissions to the SCAQMD’s 3.0 MTCO2e/year threshold for the 2035 target, we find that the Project’s emissions would exceed the threshold (see table below). Project Annual Greenhouse Gas Emissions Project Phase Proposed Project (MT CO2e/year) Construction (amortized over 30 years) 35.5 Area 56.9 Energy 713.7 Mobile 1661.8 Waste 57.9 Water 39.3 Total 2565.2 Service Population 653.3 Service Population Efficiency 3.9 Efficiency Threshold 3.0 Exceed? Yes As the table above demonstrates, when correct input parameters are used to model Project emissions, the Project’s total GHG emissions exceed the SCAQMD efficiency threshold of 3.0 MT CO2e/SP/year, thus resulting in a significant impact not previously assessed or identified in the Addendum. As a result, an updated GHG analysis should be prepared in a Project-specific Addendum and additional mitigation should be incorporated into the Project, such as those listed below. SWAPE has received limited discovery regarding this project. Additional information may become available in the future; thus, we retain the right to revise or amend this report when additional information becomes available. Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable environmental consultants practicing in this or similar localities at the time of service. No other warranty, expressed or implied, is made as to the scope of work, work methodologies and protocols, site conditions, analytical testing results, and findings presented. This report reflects efforts which were limited to information that was reasonably accessible at the time of the work, and may contain informational gaps, inconsistencies, or otherwise be incomplete due to the unavailability or uncertainty of information obtained or provided by third parties. 30USGBC (May 2008), https://www.usgbc.org/drupal/legacy/usgbc/docs/Archive/General/Docs4111.pdf. 25 Sincerely, Matt Hagemann, P.G., C.Hg. Paul E. Rosenfeld, Ph.D. AERSCREEN 16216 / AERMOD 19191 11/15/19 11:15:24 TITLE: First American Construction ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ****************************** AREA PARAMETERS **************************** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SOURCE EMISSION RATE: 0.137E‐02 g/s 0.109E‐01 lb/hr AREA EMISSION RATE: 0.199E‐06 g/(s‐m2) 0.158E‐05 lb/(hr‐m2) AREA HEIGHT: 3.00 meters 9.84 feet AREA SOURCE LONG SIDE: 83.00 meters 272.31 feet AREA SOURCE SHORT SIDE: 83.00 meters 272.31 feet INITIAL VERTICAL DIMENSION: 1.50 meters 4.92 feet RURAL OR URBAN: URBAN POPULATION: 334136 INITIAL PROBE DISTANCE = 5000. meters 16404. feet ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ *********************** BUILDING DOWNWASH PARAMETERS ********************** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BUILDING DOWNWASH NOT USED FOR NON‐POINT SOURCES ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ************************** FLOW SECTOR ANALYSIS *************************** 25 meter receptor spacing: 1. meters ‐ 5000. meters ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ MAXIMUM IMPACT RECEPTOR Zo SURFACE 1‐HR CONC RADIAL DIST TEMPORAL SECTOR ROUGHNESS (ug/m3) (deg) (m) PERIOD ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 1* 1.000 4.659 35 50.0 WIN * = worst case diagonal ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ********************** MAKEMET METEOROLOGY PARAMETERS ********************* ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ MIN/MAX TEMPERATURE: 250.0 / 310.0 (K) MINIMUM WIND SPEED: 0.5 m/s ANEMOMETER HEIGHT: 10.000 meters SURFACE CHARACTERISTICS INPUT: AERMET SEASONAL TABLES DOMINANT SURFACE PROFILE: Urban DOMINANT CLIMATE TYPE: Average Moisture DOMINANT SEASON: Winter ALBEDO: 0.35 BOWEN RATIO: 1.50 ROUGHNESS LENGTH: 1.000 (meters) SURFACE FRICTION VELOCITY (U*) NOT ADUSTED METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAXIMUM IMPACT ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ YR MO DY JDY HR ‐‐ ‐‐ ‐‐ ‐‐‐ ‐‐ 10 01 10 10 01 H0 U* W* DT/DZ ZICNV ZIMCH M‐O LEN Z0 BOWEN ALBEDO REF WS ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 HT REF TA HT ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 10.0 310.0 2.0 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ************************ AERSCREEN AUTOMATED DISTANCES ********************** OVERALL MAXIMUM CONCENTRATIONS BY DISTANCE ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ MAXIMUM MAXIMUM DIST 1‐HR CONC DIST 1‐HR CONC (m) (ug/m3) (m) (ug/m3) ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 1.00 3.271 2525.00 0.2563E‐01 25.00 4.027 2550.00 0.2528E‐01 50.00 4.659 2575.00 0.2495E‐01 75.00 3.083 2600.00 0.2462E‐01 100.00 1.954 2625.00 0.2430E‐01 125.00 1.437 2650.00 0.2399E‐01 150.01 1.130 2675.00 0.2368E‐01 174.99 0.9234 2700.00 0.2338E‐01 200.00 0.7757 2725.00 0.2309E‐01 225.00 0.6647 2749.99 0.2280E‐01 250.00 0.5787 2775.00 0.2252E‐01 274.99 0.5104 2800.00 0.2225E‐01 300.00 0.4550 2825.00 0.2198E‐01 325.00 0.4092 2850.00 0.2171E‐01 350.00 0.3708 2875.00 0.2146E‐01 375.01 0.3383 2900.00 0.2120E‐01 400.00 0.3104 2925.00 0.2095E‐01 425.00 0.2862 2950.00 0.2071E‐01 450.00 0.2651 2975.00 0.2047E‐01 475.00 0.2466 3000.00 0.2024E‐01 500.00 0.2302 3025.00 0.2001E‐01 525.00 0.2156 3050.00 0.1979E‐01 550.00 0.2025 3075.00 0.1957E‐01 575.00 0.1907 3100.00 0.1935E‐01 600.00 0.1801 3125.00 0.1914E‐01 625.00 0.1704 3150.00 0.1893E‐01 650.00 0.1617 3175.00 0.1873E‐01 675.00 0.1537 3200.00 0.1853E‐01 699.99 0.1463 3225.00 0.1833E‐01 725.00 0.1395 3250.00 0.1814E‐01 750.00 0.1332 3275.00 0.1795E‐01 775.00 0.1274 3300.00 0.1777E‐01 800.00 0.1220 3325.00 0.1758E‐01 825.00 0.1171 3350.00 0.1740E‐01 850.00 0.1124 3375.00 0.1723E‐01 875.00 0.1081 3400.00 0.1705E‐01 900.00 0.1040 3425.00 0.1688E‐01 925.00 0.1002 3450.00 0.1672E‐01 950.00 0.9666E‐01 3475.00 0.1655E‐01 975.00 0.9332E‐01 3500.00 0.1639E‐01 1000.00 0.9018E‐01 3525.00 0.1623E‐01 1025.00 0.8722E‐01 3550.00 0.1608E‐01 1050.00 0.8442E‐01 3575.00 0.1592E‐01 1075.00 0.8176E‐01 3600.00 0.1577E‐01 1100.00 0.7924E‐01 3625.00 0.1562E‐01 1125.00 0.7685E‐01 3650.00 0.1548E‐01 1149.99 0.7459E‐01 3675.00 0.1533E‐01 1175.00 0.7244E‐01 3700.00 0.1519E‐01 1200.00 0.7039E‐01 3725.00 0.1505E‐01 1225.00 0.6844E‐01 3750.00 0.1491E‐01 1250.00 0.6658E‐01 3775.00 0.1478E‐01 1275.00 0.6481E‐01 3800.00 0.1465E‐01 1300.00 0.6312E‐01 3825.00 0.1452E‐01 1325.00 0.6151E‐01 3850.00 0.1439E‐01 1350.00 0.5996E‐01 3875.00 0.1426E‐01 1375.00 0.5848E‐01 3900.00 0.1413E‐01 1400.00 0.5707E‐01 3925.00 0.1401E‐01 1425.00 0.5613E‐01 3950.00 0.1389E‐01 1450.00 0.5481E‐01 3975.00 0.1377E‐01 1475.00 0.5354E‐01 4000.00 0.1365E‐01 1500.00 0.5232E‐01 4025.00 0.1354E‐01 1525.00 0.5114E‐01 4050.00 0.1342E‐01 1550.00 0.5002E‐01 4075.00 0.1331E‐01 1575.00 0.4893E‐01 4100.00 0.1320E‐01 1600.00 0.4788E‐01 4125.00 0.1309E‐01 1625.00 0.4688E‐01 4150.00 0.1298E‐01 1650.00 0.4591E‐01 4175.00 0.1288E‐01 1675.00 0.4497E‐01 4200.00 0.1277E‐01 1700.00 0.4407E‐01 4225.00 0.1267E‐01 1725.00 0.4319E‐01 4250.00 0.1257E‐01 1750.00 0.4235E‐01 4275.00 0.1247E‐01 1775.00 0.4153E‐01 4300.00 0.1237E‐01 1800.00 0.4075E‐01 4325.00 0.1227E‐01 1825.00 0.3998E‐01 4350.00 0.1217E‐01 1850.00 0.3924E‐01 4375.00 0.1208E‐01 1875.00 0.3853E‐01 4400.00 0.1198E‐01 1900.00 0.3784E‐01 4425.00 0.1189E‐01 1924.99 0.3716E‐01 4449.99 0.1180E‐01 1950.00 0.3651E‐01 4475.00 0.1171E‐01 1975.00 0.3588E‐01 4500.00 0.1162E‐01 2000.00 0.3527E‐01 4525.00 0.1153E‐01 2025.00 0.3467E‐01 4550.00 0.1145E‐01 2050.00 0.3409E‐01 4575.00 0.1136E‐01 2075.00 0.3353E‐01 4600.00 0.1128E‐01 2099.99 0.3299E‐01 4625.00 0.1119E‐01 2124.99 0.3246E‐01 4650.00 0.1111E‐01 2150.00 0.3194E‐01 4675.00 0.1103E‐01 2175.00 0.3144E‐01 4700.00 0.1095E‐01 2200.00 0.3095E‐01 4725.00 0.1087E‐01 2225.00 0.3048E‐01 4750.00 0.1079E‐01 2250.00 0.3001E‐01 4775.00 0.1072E‐01 2275.00 0.2956E‐01 4800.00 0.1064E‐01 2300.00 0.2912E‐01 4825.00 0.1056E‐01 2325.00 0.2869E‐01 4850.00 0.1049E‐01 2350.00 0.2828E‐01 4875.00 0.1042E‐01 2375.00 0.2787E‐01 4900.00 0.1034E‐01 2399.99 0.2747E‐01 4924.99 0.1027E‐01 2425.00 0.2709E‐01 4950.00 0.1020E‐01 2449.99 0.2671E‐01 4975.00 0.1013E‐01 2475.00 0.2634E‐01 5000.00 0.1006E‐01 2500.00 0.2598E‐01 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ********************** AERSCREEN MAXIMUM IMPACT SUMMARY ********************* ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 3‐hour, 8‐hour, and 24‐hour scaled concentrations are equal to the 1‐hour concentration as referenced in SCREENING PROCEDURES FOR ESTIMATING THE AIR QUALITY IMPACT OF STATIONARY SOURCES, REVISED (Section 4.5.4) Report number EPA‐454/R‐92‐019 http://www.epa.gov/scram001/guidance_permit.htm under Screening Guidance MAXIMUM SCALED SCALED SCALED SCALED 1‐HOUR 3‐HOUR 8‐HOUR 24‐HOUR ANNUAL CALCULATION CONC CONC CONC CONC CONC PROCEDURE (ug/m3) (ug/m3) (ug/m3) (ug/m3) (ug/m3) ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ FLAT TERRAIN 4.659 4.659 4.659 4.659 N/A DISTANCE FROM SOURCE 51.00 meters IMPACT AT THE AMBIENT BOUNDARY 3.271 3.271 3.271 3.271 N/A DISTANCE FROM SOURCE 1.00 meters Concentration Distance Elevation Diag Season/Month Zo sector Date H0 U* W* DT/DZ ZICNV ZIMCH M‐O LEN Z0 BOWEN ALBEDO REF WS HT REF TA HT 0.32710E+01 1.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.40272E+01 25.00 0.00 50.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.46589E+01 50.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 * 0.46595E+01 51.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.30829E+01 75.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19537E+01 100.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14372E+01 125.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11296E+01 150.01 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.92341E+00 174.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.77568E+00 200.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.66468E+00 225.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.57867E+00 250.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.51040E+00 274.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.45502E+00 300.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.40925E+00 325.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.37079E+00 350.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.33835E+00 375.01 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.31042E+00 400.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.28617E+00 425.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.26510E+00 450.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.24660E+00 475.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23023E+00 500.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21561E+00 525.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20247E+00 550.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19073E+00 575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18012E+00 600.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17043E+00 625.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16166E+00 650.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15367E+00 675.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14629E+00 699.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13950E+00 725.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13322E+00 750.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12742E+00 775.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12205E+00 800.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11706E+00 825.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11242E+00 850.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10809E+00 875.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10404E+00 900.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10023E+00 925.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.96658E‐01 950.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.93322E‐01 975.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.90182E‐01 1000.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.87219E‐01 1025.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.84423E‐01 1050.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.81765E‐01 1075.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.79242E‐01 1100.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.76854E‐01 1125.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.74593E‐01 1149.99 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.72440E‐01 1175.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.70394E‐01 1200.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.68443E‐01 1225.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.66581E‐01 1250.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.64807E‐01 1275.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.63119E‐01 1300.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.61505E‐01 1325.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.59961E‐01 1350.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.58481E‐01 1375.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.57070E‐01 1400.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.56128E‐01 1425.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.54805E‐01 1450.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.53535E‐01 1475.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.52315E‐01 1500.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.51143E‐01 1525.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.50015E‐01 1550.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.48930E‐01 1575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.47885E‐01 1600.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.46878E‐01 1625.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.45907E‐01 1650.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.44970E‐01 1675.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.44066E‐01 1700.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.43193E‐01 1725.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.42349E‐01 1750.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.41534E‐01 1775.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.40745E‐01 1800.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.39983E‐01 1825.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.39244E‐01 1850.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.38529E‐01 1875.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.37836E‐01 1900.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.37164E‐01 1924.99 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.36513E‐01 1950.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.35881E‐01 1975.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.35268E‐01 2000.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.34672E‐01 2025.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.34095E‐01 2050.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.33533E‐01 2075.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.32987E‐01 2099.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.32457E‐01 2124.99 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.31941E‐01 2150.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.31439E‐01 2175.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.30951E‐01 2200.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.30475E‐01 2225.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.30012E‐01 2250.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.29562E‐01 2275.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.29122E‐01 2300.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.28694E‐01 2325.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.28277E‐01 2350.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.27870E‐01 2375.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.27474E‐01 2399.99 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.27086E‐01 2425.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.26709E‐01 2449.99 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.26340E‐01 2475.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25980E‐01 2500.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25628E‐01 2525.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25285E‐01 2550.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.24949E‐01 2575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.24621E‐01 2600.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.24301E‐01 2625.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23988E‐01 2650.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23681E‐01 2675.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23381E‐01 2700.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23088E‐01 2725.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.22801E‐01 2749.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.22521E‐01 2775.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.22246E‐01 2800.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21977E‐01 2825.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21713E‐01 2850.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21455E‐01 2875.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21202E‐01 2900.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20955E‐01 2925.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20712E‐01 2950.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20474E‐01 2975.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20241E‐01 3000.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20012E‐01 3025.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19788E‐01 3050.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19568E‐01 3075.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19352E‐01 3100.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19141E‐01 3125.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18933E‐01 3150.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18730E‐01 3175.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18530E‐01 3200.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18333E‐01 3225.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18141E‐01 3250.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17951E‐01 3275.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17765E‐01 3300.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17583E‐01 3325.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17403E‐01 3350.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17227E‐01 3375.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17054E‐01 3400.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16884E‐01 3425.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16717E‐01 3450.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16552E‐01 3475.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16391E‐01 3500.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16232E‐01 3525.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16076E‐01 3550.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15922E‐01 3575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15771E‐01 3600.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15622E‐01 3625.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15476E‐01 3650.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15332E‐01 3675.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15191E‐01 3700.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15051E‐01 3725.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14914E‐01 3750.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14779E‐01 3775.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14646E‐01 3800.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14515E‐01 3825.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14387E‐01 3850.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14260E‐01 3875.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14135E‐01 3900.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14012E‐01 3925.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13891E‐01 3950.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13771E‐01 3975.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13654E‐01 4000.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13538E‐01 4025.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13423E‐01 4050.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13311E‐01 4075.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13200E‐01 4100.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13091E‐01 4125.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12983E‐01 4150.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12877E‐01 4175.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12772E‐01 4200.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12669E‐01 4225.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12567E‐01 4250.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12466E‐01 4275.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12367E‐01 4300.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12270E‐01 4325.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12173E‐01 4350.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12078E‐01 4375.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11984E‐01 4400.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11892E‐01 4425.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11801E‐01 4449.99 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11711E‐01 4475.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11622E‐01 4500.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11534E‐01 4525.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11447E‐01 4550.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11362E‐01 4575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11277E‐01 4600.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11194E‐01 4625.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11112E‐01 4650.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11031E‐01 4675.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10950E‐01 4700.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10871E‐01 4725.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10793E‐01 4750.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10716E‐01 4775.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10639E‐01 4800.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10564E‐01 4825.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10490E‐01 4850.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10416E‐01 4875.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10344E‐01 4900.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10272E‐01 4924.99 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10201E‐01 4950.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10131E‐01 4975.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10062E‐01 5000.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 AERSCREEN 16216 / AERMOD 19191 11/15/19 11:17:58 TITLE: First American Operation ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ****************************** AREA PARAMETERS **************************** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SOURCE EMISSION RATE: 0.112E‐02 g/s 0.893E‐02 lb/hr AREA EMISSION RATE: 0.163E‐06 g/(s‐m2) 0.130E‐05 lb/(hr‐m2) AREA HEIGHT: 3.00 meters 9.84 feet AREA SOURCE LONG SIDE: 83.00 meters 272.31 feet AREA SOURCE SHORT SIDE: 83.00 meters 272.31 feet INITIAL VERTICAL DIMENSION: 1.50 meters 4.92 feet RURAL OR URBAN: URBAN POPULATION: 334136 INITIAL PROBE DISTANCE = 5000. meters 16404. feet ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ *********************** BUILDING DOWNWASH PARAMETERS ********************** ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BUILDING DOWNWASH NOT USED FOR NON‐POINT SOURCES ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ************************** FLOW SECTOR ANALYSIS *************************** 25 meter receptor spacing: 1. meters ‐ 5000. meters ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ MAXIMUM IMPACT RECEPTOR Zo SURFACE 1‐HR CONC RADIAL DIST TEMPORAL SECTOR ROUGHNESS (ug/m3) (deg) (m) PERIOD ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 1* 1.000 3.831 35 50.0 WIN * = worst case diagonal ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ********************** MAKEMET METEOROLOGY PARAMETERS ********************* ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ MIN/MAX TEMPERATURE: 250.0 / 310.0 (K) MINIMUM WIND SPEED: 0.5 m/s ANEMOMETER HEIGHT: 10.000 meters SURFACE CHARACTERISTICS INPUT: AERMET SEASONAL TABLES DOMINANT SURFACE PROFILE: Urban DOMINANT CLIMATE TYPE: Average Moisture DOMINANT SEASON: Winter ALBEDO: 0.35 BOWEN RATIO: 1.50 ROUGHNESS LENGTH: 1.000 (meters) SURFACE FRICTION VELOCITY (U*) NOT ADUSTED METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAXIMUM IMPACT ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ YR MO DY JDY HR ‐‐ ‐‐ ‐‐ ‐‐‐ ‐‐ 10 01 10 10 01 H0 U* W* DT/DZ ZICNV ZIMCH M‐O LEN Z0 BOWEN ALBEDO REF WS ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 HT REF TA HT ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 10.0 310.0 2.0 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ************************ AERSCREEN AUTOMATED DISTANCES ********************** OVERALL MAXIMUM CONCENTRATIONS BY DISTANCE ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ MAXIMUM MAXIMUM DIST 1‐HR CONC DIST 1‐HR CONC (m) (ug/m3) (m) (ug/m3) ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 1.00 2.690 2525.00 0.2107E‐01 25.00 3.311 2550.00 0.2079E‐01 50.00 3.831 2575.00 0.2051E‐01 75.00 2.535 2600.00 0.2025E‐01 100.00 1.606 2625.00 0.1998E‐01 125.00 1.182 2650.00 0.1972E‐01 150.01 0.9289 2675.00 0.1947E‐01 174.99 0.7593 2700.00 0.1923E‐01 200.00 0.6378 2725.00 0.1898E‐01 225.00 0.5465 2749.99 0.1875E‐01 250.00 0.4758 2775.00 0.1852E‐01 274.99 0.4197 2800.00 0.1829E‐01 300.00 0.3741 2824.99 0.1807E‐01 325.00 0.3365 2850.00 0.1785E‐01 350.00 0.3049 2875.00 0.1764E‐01 375.01 0.2782 2900.00 0.1743E‐01 400.00 0.2552 2925.00 0.1723E‐01 425.00 0.2353 2950.00 0.1703E‐01 450.00 0.2180 2975.00 0.1683E‐01 475.00 0.2028 3000.00 0.1664E‐01 500.00 0.1893 3025.00 0.1646E‐01 525.00 0.1773 3050.00 0.1627E‐01 550.00 0.1665 3075.00 0.1609E‐01 575.00 0.1568 3100.00 0.1591E‐01 600.00 0.1481 3125.00 0.1574E‐01 625.00 0.1401 3150.00 0.1557E‐01 650.00 0.1329 3174.99 0.1540E‐01 675.00 0.1264 3200.00 0.1524E‐01 699.99 0.1203 3225.00 0.1507E‐01 725.00 0.1147 3250.00 0.1492E‐01 750.00 0.1095 3275.00 0.1476E‐01 775.00 0.1048 3300.00 0.1461E‐01 800.00 0.1004 3325.00 0.1446E‐01 825.00 0.9625E‐01 3350.00 0.1431E‐01 850.00 0.9243E‐01 3375.00 0.1417E‐01 875.00 0.8888E‐01 3400.00 0.1402E‐01 900.00 0.8555E‐01 3425.00 0.1388E‐01 925.00 0.8242E‐01 3450.00 0.1375E‐01 950.00 0.7948E‐01 3475.00 0.1361E‐01 975.00 0.7673E‐01 3499.99 0.1348E‐01 1000.00 0.7415E‐01 3525.00 0.1335E‐01 1025.00 0.7172E‐01 3550.00 0.1322E‐01 1050.00 0.6942E‐01 3575.00 0.1309E‐01 1075.00 0.6723E‐01 3600.00 0.1297E‐01 1100.00 0.6516E‐01 3625.00 0.1285E‐01 1125.00 0.6319E‐01 3650.00 0.1273E‐01 1149.99 0.6133E‐01 3675.00 0.1261E‐01 1175.00 0.5956E‐01 3700.00 0.1249E‐01 1200.00 0.5788E‐01 3725.00 0.1238E‐01 1225.00 0.5628E‐01 3750.00 0.1226E‐01 1250.00 0.5475E‐01 3775.00 0.1215E‐01 1275.00 0.5329E‐01 3800.00 0.1204E‐01 1300.00 0.5190E‐01 3825.00 0.1194E‐01 1325.00 0.5057E‐01 3850.00 0.1183E‐01 1350.00 0.4930E‐01 3875.00 0.1173E‐01 1375.00 0.4809E‐01 3900.00 0.1162E‐01 1400.00 0.4693E‐01 3925.00 0.1152E‐01 1425.00 0.4615E‐01 3950.00 0.1142E‐01 1450.00 0.4506E‐01 3975.00 0.1132E‐01 1475.00 0.4402E‐01 4000.00 0.1123E‐01 1500.00 0.4302E‐01 4024.99 0.1113E‐01 1525.00 0.4205E‐01 4050.00 0.1104E‐01 1550.00 0.4113E‐01 4075.00 0.1094E‐01 1575.00 0.4023E‐01 4100.00 0.1085E‐01 1600.00 0.3937E‐01 4125.00 0.1076E‐01 1625.00 0.3855E‐01 4150.00 0.1068E‐01 1650.00 0.3775E‐01 4175.00 0.1059E‐01 1675.00 0.3698E‐01 4200.00 0.1050E‐01 1700.00 0.3623E‐01 4225.00 0.1042E‐01 1725.00 0.3552E‐01 4250.00 0.1033E‐01 1750.00 0.3482E‐01 4275.00 0.1025E‐01 1775.00 0.3415E‐01 4300.00 0.1017E‐01 1800.00 0.3350E‐01 4325.00 0.1009E‐01 1824.99 0.3288E‐01 4350.00 0.1001E‐01 1850.00 0.3227E‐01 4375.00 0.9931E‐02 1875.00 0.3168E‐01 4400.00 0.9854E‐02 1899.99 0.3111E‐01 4425.00 0.9778E‐02 1924.99 0.3056E‐01 4449.99 0.9703E‐02 1950.00 0.3002E‐01 4475.00 0.9629E‐02 1975.00 0.2950E‐01 4499.99 0.9556E‐02 2000.00 0.2900E‐01 4525.00 0.9484E‐02 2025.00 0.2851E‐01 4550.00 0.9413E‐02 2050.00 0.2803E‐01 4575.00 0.9342E‐02 2075.00 0.2757E‐01 4599.99 0.9273E‐02 2099.99 0.2712E‐01 4625.00 0.9204E‐02 2124.99 0.2669E‐01 4650.00 0.9137E‐02 2150.00 0.2626E‐01 4674.99 0.9070E‐02 2175.00 0.2585E‐01 4700.00 0.9004E‐02 2200.00 0.2545E‐01 4725.00 0.8939E‐02 2225.00 0.2506E‐01 4750.00 0.8875E‐02 2250.00 0.2468E‐01 4774.99 0.8811E‐02 2275.00 0.2431E‐01 4800.00 0.8748E‐02 2300.00 0.2395E‐01 4825.00 0.8686E‐02 2325.00 0.2359E‐01 4850.00 0.8625E‐02 2350.00 0.2325E‐01 4875.00 0.8565E‐02 2375.00 0.2292E‐01 4899.99 0.8505E‐02 2400.00 0.2259E‐01 4924.99 0.8446E‐02 2425.00 0.2227E‐01 4950.00 0.8388E‐02 2450.00 0.2196E‐01 4975.00 0.8330E‐02 2475.00 0.2166E‐01 5000.00 0.8273E‐02 2500.00 0.2136E‐01 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ********************** AERSCREEN MAXIMUM IMPACT SUMMARY ********************* ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 3‐hour, 8‐hour, and 24‐hour scaled concentrations are equal to the 1‐hour concentration as referenced in SCREENING PROCEDURES FOR ESTIMATING THE AIR QUALITY IMPACT OF STATIONARY SOURCES, REVISED (Section 4.5.4) Report number EPA‐454/R‐92‐019 http://www.epa.gov/scram001/guidance_permit.htm under Screening Guidance MAXIMUM SCALED SCALED SCALED SCALED 1‐HOUR 3‐HOUR 8‐HOUR 24‐HOUR ANNUAL CALCULATION CONC CONC CONC CONC CONC PROCEDURE (ug/m3) (ug/m3) (ug/m3) (ug/m3) (ug/m3) ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ FLAT TERRAIN 3.831 3.831 3.831 3.831 N/A DISTANCE FROM SOURCE 51.00 meters IMPACT AT THE AMBIENT BOUNDARY 2.690 2.690 2.690 2.690 N/A DISTANCE FROM SOURCE 1.00 meters Concentration Distance Elevation Diag Season/Month Zo sector Date H0 U* W* DT/DZ ZICNV ZIMCH M‐O LEN Z0 BOWEN ALBEDO REF WS HT REF TA HT 0.26896E+01 1.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.33114E+01 25.00 0.00 50.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.38308E+01 50.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 * 0.38313E+01 51.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25349E+01 75.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16065E+01 100.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11818E+01 125.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.92885E+00 150.01 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.75928E+00 174.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.63781E+00 200.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.54654E+00 225.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.47581E+00 250.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.41968E+00 274.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.37414E+00 300.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.33651E+00 325.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.30488E+00 350.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.27821E+00 375.01 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25525E+00 400.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23531E+00 425.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21798E+00 450.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20277E+00 475.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18931E+00 500.00 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17728E+00 525.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16648E+00 550.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15683E+00 575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14810E+00 600.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14014E+00 625.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13292E+00 650.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12635E+00 675.00 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12029E+00 699.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11471E+00 725.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10954E+00 750.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10477E+00 775.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10035E+00 800.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.96254E‐01 825.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.92435E‐01 850.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.88878E‐01 875.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.85549E‐01 900.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.82416E‐01 925.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.79478E‐01 950.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.76734E‐01 975.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.74152E‐01 1000.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.71717E‐01 1025.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.69417E‐01 1050.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.67232E‐01 1075.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.65158E‐01 1100.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.63194E‐01 1125.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.61334E‐01 1149.99 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.59564E‐01 1175.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.57882E‐01 1200.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.56277E‐01 1225.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.54747E‐01 1250.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.53288E‐01 1275.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.51900E‐01 1300.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.50573E‐01 1325.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.49304E‐01 1350.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.48086E‐01 1375.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.46926E‐01 1400.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.46152E‐01 1425.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.45064E‐01 1450.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.44020E‐01 1475.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.43017E‐01 1500.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.42053E‐01 1525.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.41125E‐01 1550.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.40233E‐01 1575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.39373E‐01 1600.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.38545E‐01 1625.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.37747E‐01 1650.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.36977E‐01 1675.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.36233E‐01 1700.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.35516E‐01 1725.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.34822E‐01 1750.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.34152E‐01 1775.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.33503E‐01 1800.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.32876E‐01 1824.99 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.32269E‐01 1850.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.31680E‐01 1875.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.31111E‐01 1899.99 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.30558E‐01 1924.99 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.30023E‐01 1950.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.29503E‐01 1975.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.28999E‐01 2000.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.28510E‐01 2025.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.28034E‐01 2050.00 0.00 30.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.27573E‐01 2075.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.27124E‐01 2099.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.26688E‐01 2124.99 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.26264E‐01 2150.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25851E‐01 2175.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25449E‐01 2200.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.25059E‐01 2225.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.24678E‐01 2250.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.24307E‐01 2275.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23946E‐01 2300.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23594E‐01 2325.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.23251E‐01 2350.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.22917E‐01 2375.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.22590E‐01 2400.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.22272E‐01 2425.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21961E‐01 2450.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21658E‐01 2475.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21362E‐01 2500.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.21073E‐01 2525.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20791E‐01 2550.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20515E‐01 2575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.20245E‐01 2600.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19982E‐01 2625.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19724E‐01 2650.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19472E‐01 2675.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.19226E‐01 2700.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18984E‐01 2725.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18749E‐01 2749.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18518E‐01 2775.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18292E‐01 2800.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.18071E‐01 2824.99 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17854E‐01 2850.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17642E‐01 2875.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17434E‐01 2900.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17230E‐01 2925.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.17030E‐01 2950.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16835E‐01 2975.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16643E‐01 3000.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16455E‐01 3025.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16271E‐01 3050.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.16090E‐01 3075.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15913E‐01 3100.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15739E‐01 3125.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15568E‐01 3150.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15401E‐01 3174.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15236E‐01 3200.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.15075E‐01 3225.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14916E‐01 3250.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14760E‐01 3275.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14608E‐01 3300.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14457E‐01 3325.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14310E‐01 3350.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14165E‐01 3375.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.14023E‐01 3400.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13883E‐01 3425.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13745E‐01 3450.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13610E‐01 3475.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13477E‐01 3499.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13347E‐01 3525.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13218E‐01 3550.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.13092E‐01 3575.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12968E‐01 3600.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12846E‐01 3625.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12725E‐01 3650.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12607E‐01 3675.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12491E‐01 3700.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12376E‐01 3725.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12263E‐01 3750.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12152E‐01 3775.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.12043E‐01 3800.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11935E‐01 3825.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11830E‐01 3850.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11725E‐01 3875.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11622E‐01 3900.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11521E‐01 3925.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11422E‐01 3950.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11324E‐01 3975.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11227E‐01 4000.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11131E‐01 4024.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.11037E‐01 4050.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10945E‐01 4075.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10854E‐01 4100.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10764E‐01 4125.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10675E‐01 4150.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10588E‐01 4175.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10502E‐01 4200.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10417E‐01 4225.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10333E‐01 4250.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10251E‐01 4275.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10169E‐01 4300.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10089E‐01 4325.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.10010E‐01 4350.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.99313E‐02 4375.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.98542E‐02 4400.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.97781E‐02 4425.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.97031E‐02 4449.99 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.96290E‐02 4475.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.95559E‐02 4499.99 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.94837E‐02 4525.00 0.00 10.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.94125E‐02 4550.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.93422E‐02 4575.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.92728E‐02 4599.99 0.00 40.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.92043E‐02 4625.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.91367E‐02 4650.00 0.00 20.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.90700E‐02 4674.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.90040E‐02 4700.00 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.89389E‐02 4725.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.88746E‐02 4750.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.88111E‐02 4774.99 0.00 45.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.87484E‐02 4800.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.86865E‐02 4825.00 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.86253E‐02 4850.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.85648E‐02 4875.00 0.00 25.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.85051E‐02 4899.99 0.00 35.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.84461E‐02 4924.99 0.00 15.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.83878E‐02 4950.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.83302E‐02 4975.00 0.00 0.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 0.82733E‐02 5000.00 0.00 5.0 Winter 0‐360 10011001 ‐1.30 0.043 ‐9.000 0.020 ‐999. 21. 6.0 1.000 1.50 0.35 0.50 10.0 310.0 2.0 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking with Elevator 332.00 Space 0.00 132,800.00 0 Apartments Mid Rise 220.00 Dwelling Unit 1.42 220,000.00 629 Strip Mall 13.35 1000sqft 0.31 13,350.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 8 Wind Speed (m/s)Precipitation Freq (Days)2.2 30 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) 4TH & Main Mixed-Use Project Orange County, Annual CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 1 of 36 4TH & Main Mixed-Use Project - Orange County, Annual Project Characteristics - Land Use - Matches Addendum's model. See SWAPE comment parking and retail land uses. Construction Phase - Matches Addendum's model. Demolition - Matches Addendum's model. Grading - Matches Addendum's model. Architectural Coating - Matches Addendum's model. Vehicle Trips - See SWAPE comment about trip rates. Woodstoves - Matches Addendum's model. Water And Wastewater - Matches Addendum's model. Construction Off-road Equipment Mitigation - Matches Addendum's model. Table Name Column Name Default Value New Value tblArchitecturalCoating EF_Nonresidential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 100.00 50.00 tblArchitecturalCoating EF_Parking 100.00 50.00 tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstructionPhase NumDays 2.00 133.00 tblConstructionPhase NumDays 200.00 315.00 tblConstructionPhase NumDays 10.00 142.00 tblFireplaces FireplaceWoodMass 1,019.20 0.00 tblFireplaces NumberGas 187.00 220.00 tblFireplaces NumberNoFireplace 22.00 0.00 tblFireplaces NumberWood 11.00 0.00 tblGrading AcresOfGrading 66.50 1.70 tblGrading MaterialExported 0.00 19,000.00 tblLandUse LotAcreage 2.99 0.00 tblLandUse LotAcreage 5.79 1.42 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 2 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 2.0 Emissions Summary tblVehicleTrips HO_TTP 40.60 40.00 tblVehicleTrips HS_TTP 19.20 19.00 tblVehicleTrips HW_TTP 40.20 41.00 tblVehicleTrips ST_TR 6.39 4.81 tblVehicleTrips ST_TR 42.04 29.38 tblVehicleTrips SU_TR 5.86 4.81 tblVehicleTrips SU_TR 20.43 29.38 tblVehicleTrips WD_TR 6.65 4.81 tblVehicleTrips WD_TR 44.32 29.38 tblWater IndoorWaterUseRate 14,333,885.64 4,599,000.00 tblWater IndoorWaterUseRate 988,868.16 1,533,000.00 tblWater OutdoorWaterUseRate 9,036,580.08 1,533,000.00 tblWater OutdoorWaterUseRate 606,080.49 0.00 tblWoodstoves NumberCatalytic 11.00 0.00 tblWoodstoves NumberNoncatalytic 11.00 0.00 tblWoodstoves WoodstoveDayYear 25.00 0.00 tblWoodstoves WoodstoveWoodMass 999.60 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 3 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 2.1 Overall Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr 2020 0.2420 2.4641 1.4731 4.2900e- 003 0.4882 0.0950 0.5832 0.2273 0.0888 0.3161 0.0000 391.7044 391.7044 0.0642 0.0000 393.3101 2021 0.9263 2.4120 2.7114 7.3300e- 003 0.3614 0.0937 0.4550 0.0968 0.0905 0.1873 0.0000 652.4134 652.4134 0.0586 0.0000 653.8772 2022 0.1735 0.0581 0.0936 1.9000e- 004 8.4400e- 003 3.1000e- 003 0.0115 2.2400e- 003 2.9600e- 003 5.2000e- 003 0.0000 16.7621 16.7621 2.2700e- 003 0.0000 16.8188 Maximum 0.9263 2.4641 2.7114 7.3300e- 003 0.4882 0.0950 0.5832 0.2273 0.0905 0.3161 0.0000 652.4134 652.4134 0.0642 0.0000 653.8772 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr 2020 0.2420 2.4641 1.4731 4.2900e- 003 0.4882 0.0950 0.5832 0.2273 0.0888 0.3161 0.0000 391.7041 391.7041 0.0642 0.0000 393.3099 2021 0.9263 2.4120 2.7114 7.3300e- 003 0.3614 0.0937 0.4550 0.0968 0.0905 0.1873 0.0000 652.4131 652.4131 0.0586 0.0000 653.8770 2022 0.1735 0.0581 0.0936 1.9000e- 004 8.4400e- 003 3.1000e- 003 0.0115 2.2400e- 003 2.9600e- 003 5.2000e- 003 0.0000 16.7621 16.7621 2.2700e- 003 0.0000 16.8188 Maximum 0.9263 2.4641 2.7114 7.3300e- 003 0.4882 0.0950 0.5832 0.2273 0.0905 0.3161 0.0000 652.4131 652.4131 0.0642 0.0000 653.8770 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 4 of 36 4TH & Main Mixed-Use Project - Orange County, Annual ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 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 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 3-2-2020 6-1-2020 0.8283 0.8283 2 6-2-2020 9-1-2020 0.8238 0.8238 3 9-2-2020 12-1-2020 0.7777 0.7777 4 12-2-2020 3-1-2021 0.7091 0.7091 5 3-2-2021 6-1-2021 0.6997 0.6997 6 6-2-2021 9-1-2021 0.8338 0.8338 7 9-2-2021 12-1-2021 1.0929 1.0929 8 12-2-2021 3-1-2022 0.4758 0.4758 Highest 1.0929 1.0929 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 5 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Area 1.0030 0.0719 2.2951 4.1000e- 004 0.0163 0.0163 0.0163 0.0163 0.0000 56.5448 56.5448 4.6100e- 003 9.7000e- 004 56.9487 Energy 0.0137 0.1172 0.0504 7.5000e- 004 9.4700e- 003 9.4700e- 003 9.4700e- 003 9.4700e- 003 0.0000 710.8540 710.8540 0.0264 7.4000e- 003 713.7177 Mobile 0.3544 1.5236 4.6818 0.0180 1.6615 0.0133 1.6748 0.4450 0.0124 0.4574 0.0000 1,660.1194 1,660.1194 0.0684 0.0000 1,661.829 5 Waste 0.0000 0.0000 0.0000 0.0000 23.3886 0.0000 23.3886 1.3822 0.0000 57.9443 Water 0.0000 0.0000 0.0000 0.0000 1.9454 30.8669 32.8123 0.2011 4.9800e- 003 39.3240 Total 1.3711 1.7126 7.0272 0.0192 1.6615 0.0391 1.7006 0.4450 0.0381 0.4831 25.3340 2,458.385 0 2,483.719 1 1.6827 0.0134 2,529.764 1 Unmitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 6 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Area 1.0030 0.0719 2.2951 4.1000e- 004 0.0163 0.0163 0.0163 0.0163 0.0000 56.5448 56.5448 4.6100e- 003 9.7000e- 004 56.9487 Energy 0.0137 0.1172 0.0504 7.5000e- 004 9.4700e- 003 9.4700e- 003 9.4700e- 003 9.4700e- 003 0.0000 710.8540 710.8540 0.0264 7.4000e- 003 713.7177 Mobile 0.3544 1.5236 4.6818 0.0180 1.6615 0.0133 1.6748 0.4450 0.0124 0.4574 0.0000 1,660.1194 1,660.1194 0.0684 0.0000 1,661.829 5 Waste 0.0000 0.0000 0.0000 0.0000 23.3886 0.0000 23.3886 1.3822 0.0000 57.9443 Water 0.0000 0.0000 0.0000 0.0000 1.9454 30.8669 32.8123 0.2011 4.9800e- 003 39.3240 Total 1.3711 1.7126 7.0272 0.0192 1.6615 0.0391 1.7006 0.4450 0.0381 0.4831 25.3340 2,458.385 0 2,483.719 1 1.6827 0.0134 2,529.764 1 Mitigated Operational 3.0 Construction Detail Construction Phase ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 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 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 7 of 36 4TH & Main Mixed-Use Project - Orange County, Annual Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 3/2/2020 3/27/2020 5 20 2 Site Preparation Site Preparation 3/28/2020 9/30/2020 5 133 3 Building Construction Building Construction 10/1/2020 12/15/2021 5 315 4 Paving Paving 2/16/2022 3/1/2022 5 10 5 Architectural Coating Architectural Coating 8/2/2021 2/15/2022 5 142 OffRoad Equipment Residential Indoor: 445,500; Residential Outdoor: 148,500; Non-Residential Indoor: 20,025; Non-Residential Outdoor: 6,675; Striped Parking Area: 7,968 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 1.7 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 8 of 36 4TH & Main Mixed-Use Project - Orange County, Annual Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Site Preparation Graders 1 8.00 187 0.41 Site Preparation Rubber Tired Dozers 1 7.00 247 0.40 Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37 Building Construction Cranes 1 6.00 231 0.29 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Welders 3 8.00 46 0.45 Architectural Coating Air Compressors 1 6.00 78 0.48 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Pavers 1 6.00 130 0.42 Paving Paving Equipment 1 8.00 132 0.36 Paving Rollers 1 7.00 80 0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition 5 13.00 0.00 167.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 3 8.00 0.00 2,375.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 7 218.00 47.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 44.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 9 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0181 0.0000 0.0181 2.7300e- 003 0.0000 2.7300e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0213 0.2095 0.1466 2.4000e- 004 0.0115 0.0115 0.0108 0.0108 0.0000 21.0677 21.0677 5.4200e- 003 0.0000 21.2031 Total 0.0213 0.2095 0.1466 2.4000e- 004 0.0181 0.0115 0.0296 2.7300e- 003 0.0108 0.0135 0.0000 21.0677 21.0677 5.4200e- 003 0.0000 21.2031 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area Reduce Vehicle Speed on Unpaved Roads CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 10 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 6.4000e- 004 0.0237 5.9400e- 003 6.0000e- 005 1.4300e- 003 7.0000e- 005 1.5100e- 003 3.9000e- 004 7.0000e- 005 4.6000e- 004 0.0000 6.4209 6.4209 6.8000e- 004 0.0000 6.4379 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 5.1000e- 004 3.5000e- 004 4.0300e- 003 1.0000e- 005 1.4300e- 003 1.0000e- 005 1.4400e- 003 3.8000e- 004 1.0000e- 005 3.9000e- 004 0.0000 1.2352 1.2352 3.0000e- 005 0.0000 1.2359 Total 1.1500e- 003 0.0241 9.9700e- 003 7.0000e- 005 2.8600e- 003 8.0000e- 005 2.9500e- 003 7.7000e- 004 8.0000e- 005 8.5000e- 004 0.0000 7.6562 7.6562 7.1000e- 004 0.0000 7.6738 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0181 0.0000 0.0181 2.7300e- 003 0.0000 2.7300e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0213 0.2095 0.1466 2.4000e- 004 0.0115 0.0115 0.0108 0.0108 0.0000 21.0676 21.0676 5.4200e- 003 0.0000 21.2030 Total 0.0213 0.2095 0.1466 2.4000e- 004 0.0181 0.0115 0.0296 2.7300e- 003 0.0108 0.0135 0.0000 21.0676 21.0676 5.4200e- 003 0.0000 21.2030 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 11 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 6.4000e- 004 0.0237 5.9400e- 003 6.0000e- 005 1.4300e- 003 7.0000e- 005 1.5100e- 003 3.9000e- 004 7.0000e- 005 4.6000e- 004 0.0000 6.4209 6.4209 6.8000e- 004 0.0000 6.4379 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 5.1000e- 004 3.5000e- 004 4.0300e- 003 1.0000e- 005 1.4300e- 003 1.0000e- 005 1.4400e- 003 3.8000e- 004 1.0000e- 005 3.9000e- 004 0.0000 1.2352 1.2352 3.0000e- 005 0.0000 1.2359 Total 1.1500e- 003 0.0241 9.9700e- 003 7.0000e- 005 2.8600e- 003 8.0000e- 005 2.9500e- 003 7.7000e- 004 8.0000e- 005 8.5000e- 004 0.0000 7.6562 7.6562 7.1000e- 004 0.0000 7.6738 Mitigated Construction Off-Site 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.3524 0.0000 0.3524 0.1929 0.0000 0.1929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1084 1.2200 0.5127 1.1400e- 003 0.0546 0.0546 0.0502 0.0502 0.0000 100.5913 100.5913 0.0325 0.0000 101.4046 Total 0.1084 1.2200 0.5127 1.1400e- 003 0.3524 0.0546 0.4070 0.1929 0.0502 0.2431 0.0000 100.5913 100.5913 0.0325 0.0000 101.4046 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 12 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 9.0600e- 003 0.3370 0.0844 9.0000e- 004 0.0204 1.0700e- 003 0.0214 5.5800e- 003 1.0200e- 003 6.6000e- 003 0.0000 91.3157 91.3157 9.6200e- 003 0.0000 91.5563 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 2.0700e- 003 1.4500e- 003 0.0165 6.0000e- 005 5.8400e- 003 4.0000e- 005 5.8800e- 003 1.5500e- 003 4.0000e- 005 1.5900e- 003 0.0000 5.0549 5.0549 1.2000e- 004 0.0000 5.0577 Total 0.0111 0.3384 0.1009 9.6000e- 004 0.0262 1.1100e- 003 0.0273 7.1300e- 003 1.0600e- 003 8.1900e- 003 0.0000 96.3706 96.3706 9.7400e- 003 0.0000 96.6141 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.3524 0.0000 0.3524 0.1929 0.0000 0.1929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1084 1.2200 0.5127 1.1400e- 003 0.0546 0.0546 0.0502 0.0502 0.0000 100.5912 100.5912 0.0325 0.0000 101.4045 Total 0.1084 1.2200 0.5127 1.1400e- 003 0.3524 0.0546 0.4070 0.1929 0.0502 0.2431 0.0000 100.5912 100.5912 0.0325 0.0000 101.4045 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 13 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 9.0600e- 003 0.3370 0.0844 9.0000e- 004 0.0204 1.0700e- 003 0.0214 5.5800e- 003 1.0200e- 003 6.6000e- 003 0.0000 91.3157 91.3157 9.6200e- 003 0.0000 91.5563 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 2.0700e- 003 1.4500e- 003 0.0165 6.0000e- 005 5.8400e- 003 4.0000e- 005 5.8800e- 003 1.5500e- 003 4.0000e- 005 1.5900e- 003 0.0000 5.0549 5.0549 1.2000e- 004 0.0000 5.0577 Total 0.0111 0.3384 0.1009 9.6000e- 004 0.0262 1.1100e- 003 0.0273 7.1300e- 003 1.0600e- 003 8.1900e- 003 0.0000 96.3706 96.3706 9.7400e- 003 0.0000 96.6141 Mitigated Construction Off-Site 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0670 0.4880 0.4352 7.3000e- 004 0.0263 0.0263 0.0254 0.0254 0.0000 59.9089 59.9089 0.0111 0.0000 60.1869 Total 0.0670 0.4880 0.4352 7.3000e- 004 0.0263 0.0263 0.0254 0.0254 0.0000 59.9089 59.9089 0.0111 0.0000 60.1869 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 14 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 5.0500e- 003 0.1645 0.0447 3.8000e- 004 9.7600e- 003 8.5000e- 004 0.0106 2.8200e- 003 8.1000e- 004 3.6300e- 003 0.0000 37.7553 37.7553 3.1500e- 003 0.0000 37.8341 Worker 0.0280 0.0196 0.2230 7.6000e- 004 0.0790 5.3000e- 004 0.0795 0.0210 4.9000e- 004 0.0215 0.0000 68.3545 68.3545 1.5600e- 003 0.0000 68.3935 Total 0.0331 0.1841 0.2677 1.1400e- 003 0.0887 1.3800e- 003 0.0901 0.0238 1.3000e- 003 0.0251 0.0000 106.1098 106.1098 4.7100e- 003 0.0000 106.2277 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0670 0.4880 0.4352 7.3000e- 004 0.0263 0.0263 0.0254 0.0254 0.0000 59.9088 59.9088 0.0111 0.0000 60.1869 Total 0.0670 0.4880 0.4352 7.3000e- 004 0.0263 0.0263 0.0254 0.0254 0.0000 59.9088 59.9088 0.0111 0.0000 60.1869 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 15 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 5.0500e- 003 0.1645 0.0447 3.8000e- 004 9.7600e- 003 8.5000e- 004 0.0106 2.8200e- 003 8.1000e- 004 3.6300e- 003 0.0000 37.7553 37.7553 3.1500e- 003 0.0000 37.8341 Worker 0.0280 0.0196 0.2230 7.6000e- 004 0.0790 5.3000e- 004 0.0795 0.0210 4.9000e- 004 0.0215 0.0000 68.3545 68.3545 1.5600e- 003 0.0000 68.3935 Total 0.0331 0.1841 0.2677 1.1400e- 003 0.0887 1.3800e- 003 0.0901 0.0238 1.3000e- 003 0.0251 0.0000 106.1098 106.1098 4.7100e- 003 0.0000 106.2277 Mitigated Construction Off-Site 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.2257 1.6977 1.6060 2.7400e- 003 0.0852 0.0852 0.0823 0.0823 0.0000 226.0268 226.0268 0.0404 0.0000 227.0356 Total 0.2257 1.6977 1.6060 2.7400e- 003 0.0852 0.0852 0.0823 0.0823 0.0000 226.0268 226.0268 0.0404 0.0000 227.0356 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 16 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0160 0.5575 0.1563 1.4300e- 003 0.0368 1.1600e- 003 0.0380 0.0106 1.1100e- 003 0.0117 0.0000 141.2134 141.2134 0.0114 0.0000 141.4991 Worker 0.0994 0.0669 0.7797 2.7500e- 003 0.2980 1.9600e- 003 0.2999 0.0791 1.8100e- 003 0.0809 0.0000 248.9344 248.9344 5.3300e- 003 0.0000 249.0677 Total 0.1154 0.6243 0.9360 4.1800e- 003 0.3348 3.1200e- 003 0.3379 0.0898 2.9200e- 003 0.0927 0.0000 390.1478 390.1478 0.0168 0.0000 390.5668 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.2257 1.6977 1.6060 2.7400e- 003 0.0852 0.0852 0.0823 0.0823 0.0000 226.0265 226.0265 0.0404 0.0000 227.0353 Total 0.2257 1.6977 1.6060 2.7400e- 003 0.0852 0.0852 0.0823 0.0823 0.0000 226.0265 226.0265 0.0404 0.0000 227.0353 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 17 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0160 0.5575 0.1563 1.4300e- 003 0.0368 1.1600e- 003 0.0380 0.0106 1.1100e- 003 0.0117 0.0000 141.2134 141.2134 0.0114 0.0000 141.4991 Worker 0.0994 0.0669 0.7797 2.7500e- 003 0.2980 1.9600e- 003 0.2999 0.0791 1.8100e- 003 0.0809 0.0000 248.9344 248.9344 5.3300e- 003 0.0000 249.0677 Total 0.1154 0.6243 0.9360 4.1800e- 003 0.3348 3.1200e- 003 0.3379 0.0898 2.9200e- 003 0.0927 0.0000 390.1478 390.1478 0.0168 0.0000 390.5668 Mitigated Construction Off-Site 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 3.4400e- 003 0.0339 0.0440 7.0000e- 005 1.7400e- 003 1.7400e- 003 1.6000e- 003 1.6000e- 003 0.0000 5.8848 5.8848 1.8700e- 003 0.0000 5.9315 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 3.4400e- 003 0.0339 0.0440 7.0000e- 005 1.7400e- 003 1.7400e- 003 1.6000e- 003 1.6000e- 003 0.0000 5.8848 5.8848 1.8700e- 003 0.0000 5.9315 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 18 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0000 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 2.3000e- 004 1.5000e- 004 1.7400e- 003 1.0000e- 005 7.1000e- 004 0.0000 7.2000e- 004 1.9000e- 004 0.0000 1.9000e- 004 0.0000 0.5741 0.5741 1.0000e- 005 0.0000 0.5744 Total 2.3000e- 004 1.5000e- 004 1.7400e- 003 1.0000e- 005 7.1000e- 004 0.0000 7.2000e- 004 1.9000e- 004 0.0000 1.9000e- 004 0.0000 0.5741 0.5741 1.0000e- 005 0.0000 0.5744 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 3.4400e- 003 0.0339 0.0440 7.0000e- 005 1.7400e- 003 1.7400e- 003 1.6000e- 003 1.6000e- 003 0.0000 5.8848 5.8848 1.8700e- 003 0.0000 5.9314 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 3.4400e- 003 0.0339 0.0440 7.0000e- 005 1.7400e- 003 1.7400e- 003 1.6000e- 003 1.6000e- 003 0.0000 5.8848 5.8848 1.8700e- 003 0.0000 5.9314 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 19 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0000 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 2.3000e- 004 1.5000e- 004 1.7400e- 003 1.0000e- 005 7.1000e- 004 0.0000 7.2000e- 004 1.9000e- 004 0.0000 1.9000e- 004 0.0000 0.5741 0.5741 1.0000e- 005 0.0000 0.5744 Total 2.3000e- 004 1.5000e- 004 1.7400e- 003 1.0000e- 005 7.1000e- 004 0.0000 7.2000e- 004 1.9000e- 004 0.0000 1.9000e- 004 0.0000 0.5741 0.5741 1.0000e- 005 0.0000 0.5744 Mitigated Construction Off-Site 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.5643 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0120 0.0840 0.1000 1.6000e- 004 5.1800e- 003 5.1800e- 003 5.1800e- 003 5.1800e- 003 0.0000 14.0429 14.0429 9.6000e- 004 0.0000 14.0670 Total 0.5764 0.0840 0.1000 1.6000e- 004 5.1800e- 003 5.1800e- 003 5.1800e- 003 5.1800e- 003 0.0000 14.0429 14.0429 9.6000e- 004 0.0000 14.0670 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 20 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0000 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 8.8700e- 003 5.9600e- 003 0.0695 2.5000e- 004 0.0266 1.8000e- 004 0.0267 7.0600e- 003 1.6000e- 004 7.2200e- 003 0.0000 22.1960 22.1960 4.8000e- 004 0.0000 22.2079 Total 8.8700e- 003 5.9600e- 003 0.0695 2.5000e- 004 0.0266 1.8000e- 004 0.0267 7.0600e- 003 1.6000e- 004 7.2200e- 003 0.0000 22.1960 22.1960 4.8000e- 004 0.0000 22.2079 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.5643 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0120 0.0840 0.1000 1.6000e- 004 5.1800e- 003 5.1800e- 003 5.1800e- 003 5.1800e- 003 0.0000 14.0429 14.0429 9.6000e- 004 0.0000 14.0670 Total 0.5764 0.0840 0.1000 1.6000e- 004 5.1800e- 003 5.1800e- 003 5.1800e- 003 5.1800e- 003 0.0000 14.0429 14.0429 9.6000e- 004 0.0000 14.0670 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 21 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0000 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 8.8700e- 003 5.9600e- 003 0.0695 2.5000e- 004 0.0266 1.8000e- 004 0.0267 7.0600e- 003 1.6000e- 004 7.2200e- 003 0.0000 22.1960 22.1960 4.8000e- 004 0.0000 22.2079 Total 8.8700e- 003 5.9600e- 003 0.0695 2.5000e- 004 0.0266 1.8000e- 004 0.0267 7.0600e- 003 1.6000e- 004 7.2200e- 003 0.0000 22.1960 22.1960 4.8000e- 004 0.0000 22.2079 Mitigated Construction Off-Site 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.1642 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.2700e- 003 0.0225 0.0290 5.0000e- 005 1.3100e- 003 1.3100e- 003 1.3100e- 003 1.3100e- 003 0.0000 4.0852 4.0852 2.7000e- 004 0.0000 4.0919 Total 0.1674 0.0225 0.0290 5.0000e- 005 1.3100e- 003 1.3100e- 003 1.3100e- 003 1.3100e- 003 0.0000 4.0852 4.0852 2.7000e- 004 0.0000 4.0919 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 22 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0000 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 2.4400e- 003 1.5700e- 003 0.0189 7.0000e- 005 7.7300e- 003 5.0000e- 005 7.7800e- 003 2.0500e- 003 5.0000e- 005 2.1000e- 003 0.0000 6.2180 6.2180 1.3000e- 004 0.0000 6.2211 Total 2.4400e- 003 1.5700e- 003 0.0189 7.0000e- 005 7.7300e- 003 5.0000e- 005 7.7800e- 003 2.0500e- 003 5.0000e- 005 2.1000e- 003 0.0000 6.2180 6.2180 1.3000e- 004 0.0000 6.2211 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.1642 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.2700e- 003 0.0225 0.0290 5.0000e- 005 1.3100e- 003 1.3100e- 003 1.3100e- 003 1.3100e- 003 0.0000 4.0852 4.0852 2.7000e- 004 0.0000 4.0919 Total 0.1674 0.0225 0.0290 5.0000e- 005 1.3100e- 003 1.3100e- 003 1.3100e- 003 1.3100e- 003 0.0000 4.0852 4.0852 2.7000e- 004 0.0000 4.0919 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 23 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr 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 0.0000 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 2.4400e- 003 1.5700e- 003 0.0189 7.0000e- 005 7.7300e- 003 5.0000e- 005 7.7800e- 003 2.0500e- 003 5.0000e- 005 2.1000e- 003 0.0000 6.2180 6.2180 1.3000e- 004 0.0000 6.2211 Total 2.4400e- 003 1.5700e- 003 0.0189 7.0000e- 005 7.7300e- 003 5.0000e- 005 7.7800e- 003 2.0500e- 003 5.0000e- 005 2.1000e- 003 0.0000 6.2180 6.2180 1.3000e- 004 0.0000 6.2211 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 24 of 36 4TH & Main Mixed-Use Project - Orange County, Annual ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Mitigated 0.3544 1.5236 4.6818 0.0180 1.6615 0.0133 1.6748 0.4450 0.0124 0.4574 0.0000 1,660.1194 1,660.1194 0.0684 0.0000 1,661.829 5 Unmitigated 0.3544 1.5236 4.6818 0.0180 1.6615 0.0133 1.6748 0.4450 0.0124 0.4574 0.0000 1,660.1194 1,660.1194 0.0684 0.0000 1,661.829 5 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 1,058.20 1,058.20 1058.20 3,634,353 3,634,353 Enclosed Parking with Elevator 0.00 0.00 0.00 Strip Mall 392.22 392.22 392.22 746,242 746,242 Total 1,450.42 1,450.42 1,450.42 4,380,595 4,380,595 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-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Mid Rise 14.70 5.90 8.70 41.00 19.00 40.00 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 25 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 575.2703 575.2703 0.0238 4.9100e- 003 577.3284 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 575.2703 575.2703 0.0238 4.9100e- 003 577.3284 NaturalGas Mitigated 0.0137 0.1172 0.0504 7.5000e- 004 9.4700e- 003 9.4700e- 003 9.4700e- 003 9.4700e- 003 0.0000 135.5836 135.5836 2.6000e- 003 2.4900e- 003 136.3893 NaturalGas Unmitigated 0.0137 0.1172 0.0504 7.5000e- 004 9.4700e- 003 9.4700e- 003 9.4700e- 003 9.4700e- 003 0.0000 135.5836 135.5836 2.6000e- 003 2.4900e- 003 136.3893 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Enclosed Parking with Elevator 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Strip Mall 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 26 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Apartments Mid Rise 2.51404e +006 0.0136 0.1158 0.0493 7.4000e- 004 9.3700e- 003 9.3700e- 003 9.3700e- 003 9.3700e- 003 0.0000 134.1588 134.1588 2.5700e- 003 2.4600e- 003 134.9561 Enclosed Parking with Elevator 0 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 Strip Mall 26700 1.4000e- 004 1.3100e- 003 1.1000e- 003 1.0000e- 005 1.0000e- 004 1.0000e- 004 1.0000e- 004 1.0000e- 004 0.0000 1.4248 1.4248 3.0000e- 005 3.0000e- 005 1.4333 Total 0.0137 0.1172 0.0504 7.5000e- 004 9.4700e- 003 9.4700e- 003 9.4700e- 003 9.4700e- 003 0.0000 135.5836 135.5836 2.6000e- 003 2.4900e- 003 136.3893 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Apartments Mid Rise 2.51404e +006 0.0136 0.1158 0.0493 7.4000e- 004 9.3700e- 003 9.3700e- 003 9.3700e- 003 9.3700e- 003 0.0000 134.1588 134.1588 2.5700e- 003 2.4600e- 003 134.9561 Enclosed Parking with Elevator 0 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 Strip Mall 26700 1.4000e- 004 1.3100e- 003 1.1000e- 003 1.0000e- 005 1.0000e- 004 1.0000e- 004 1.0000e- 004 1.0000e- 004 0.0000 1.4248 1.4248 3.0000e- 005 3.0000e- 005 1.4333 Total 0.0137 0.1172 0.0504 7.5000e- 004 9.4700e- 003 9.4700e- 003 9.4700e- 003 9.4700e- 003 0.0000 135.5836 135.5836 2.6000e- 003 2.4900e- 003 136.3893 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 27 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 6.0 Area Detail 5.3 Energy by Land Use - Electricity Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Apartments Mid Rise 874566 278.6555 0.0115 2.3800e- 003 279.6524 Enclosed Parking with Elevator 778208 247.9537 0.0102 2.1200e- 003 248.8408 Strip Mall 152724 48.6611 2.0100e- 003 4.2000e- 004 48.8352 Total 575.2703 0.0238 4.9200e- 003 577.3284 Unmitigated Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Apartments Mid Rise 874566 278.6555 0.0115 2.3800e- 003 279.6524 Enclosed Parking with Elevator 778208 247.9537 0.0102 2.1200e- 003 248.8408 Strip Mall 152724 48.6611 2.0100e- 003 4.2000e- 004 48.8352 Total 575.2703 0.0238 4.9200e- 003 577.3284 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 28 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 6.1 Mitigation Measures Area 6.0 Area Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Mitigated 1.0030 0.0719 2.2951 4.1000e- 004 0.0163 0.0163 0.0163 0.0163 0.0000 56.5448 56.5448 4.6100e- 003 9.7000e- 004 56.9487 Unmitigated 1.0030 0.0719 2.2951 4.1000e- 004 0.0163 0.0163 0.0163 0.0163 0.0000 56.5448 56.5448 4.6100e- 003 9.7000e- 004 56.9487 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 29 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.0769 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.8518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 5.3400e- 003 0.0456 0.0194 2.9000e- 004 3.6900e- 003 3.6900e- 003 3.6900e- 003 3.6900e- 003 0.0000 52.8302 52.8302 1.0100e- 003 9.7000e- 004 53.1441 Landscaping 0.0690 0.0262 2.2756 1.2000e- 004 0.0126 0.0126 0.0126 0.0126 0.0000 3.7146 3.7146 3.6000e- 003 0.0000 3.8045 Total 1.0030 0.0719 2.2951 4.1000e- 004 0.0163 0.0163 0.0163 0.0163 0.0000 56.5448 56.5448 4.6100e- 003 9.7000e- 004 56.9487 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 30 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 7.1 Mitigation Measures Water 7.0 Water Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.0769 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.8518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 5.3400e- 003 0.0456 0.0194 2.9000e- 004 3.6900e- 003 3.6900e- 003 3.6900e- 003 3.6900e- 003 0.0000 52.8302 52.8302 1.0100e- 003 9.7000e- 004 53.1441 Landscaping 0.0690 0.0262 2.2756 1.2000e- 004 0.0126 0.0126 0.0126 0.0126 0.0000 3.7146 3.7146 3.6000e- 003 0.0000 3.8045 Total 1.0030 0.0719 2.2951 4.1000e- 004 0.0163 0.0163 0.0163 0.0163 0.0000 56.5448 56.5448 4.6100e- 003 9.7000e- 004 56.9487 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 31 of 36 4TH & Main Mixed-Use Project - Orange County, Annual Total CO2 CH4 N2O CO2e Category MT/yr Mitigated 32.8123 0.2011 4.9800e- 003 39.3240 Unmitigated 32.8123 0.2011 4.9800e- 003 39.3240 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Apartments Mid Rise 4.599 / 1.533 25.9659 0.1509 3.7500e- 003 30.8545 Enclosed Parking with Elevator 0 / 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 1.533 / 0 6.8464 0.0502 1.2300e- 003 8.4695 Total 32.8123 0.2011 4.9800e- 003 39.3240 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 32 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 8.1 Mitigation Measures Waste 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Apartments Mid Rise 4.599 / 1.533 25.9659 0.1509 3.7500e- 003 30.8545 Enclosed Parking with Elevator 0 / 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 1.533 / 0 6.8464 0.0502 1.2300e- 003 8.4695 Total 32.8123 0.2011 4.9800e- 003 39.3240 Mitigated 8.0 Waste Detail CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 33 of 36 4TH & Main Mixed-Use Project - Orange County, Annual Total CO2 CH4 N2O CO2e MT/yr Mitigated 23.3886 1.3822 0.0000 57.9443 Unmitigated 23.3886 1.3822 0.0000 57.9443 Category/Year 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Apartments Mid Rise 101.2 20.5427 1.2140 0.0000 50.8936 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 14.02 2.8459 0.1682 0.0000 7.0507 Total 23.3886 1.3822 0.0000 57.9443 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 34 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Apartments Mid Rise 101.2 20.5427 1.2140 0.0000 50.8936 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 Strip Mall 14.02 2.8459 0.1682 0.0000 7.0507 Total 23.3886 1.3822 0.0000 57.9443 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 35 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:07 AMPage 36 of 36 4TH & Main Mixed-Use Project - Orange County, Annual 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking with Elevator 332.00 Space 0.00 132,800.00 0 Apartments Mid Rise 220.00 Dwelling Unit 1.42 220,000.00 629 Strip Mall 13.35 1000sqft 0.31 13,350.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 8 Wind Speed (m/s)Precipitation Freq (Days)2.2 30 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) 4TH & Main Mixed-Use Project Orange County, Winter CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 1 of 30 4TH & Main Mixed-Use Project - Orange County, Winter Project Characteristics - Land Use - Matches Addendum's model. See SWAPE comment parking and retail land uses. Construction Phase - Matches Addendum's model. Demolition - Matches Addendum's model. Grading - Matches Addendum's model. Architectural Coating - Matches Addendum's model. Vehicle Trips - See SWAPE comment about trip rates. Woodstoves - Matches Addendum's model. Water And Wastewater - Matches Addendum's model. Construction Off-road Equipment Mitigation - Matches Addendum's model. Table Name Column Name Default Value New Value tblArchitecturalCoating EF_Nonresidential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 100.00 50.00 tblArchitecturalCoating EF_Parking 100.00 50.00 tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstructionPhase NumDays 2.00 133.00 tblConstructionPhase NumDays 200.00 315.00 tblConstructionPhase NumDays 10.00 142.00 tblFireplaces FireplaceWoodMass 1,019.20 0.00 tblFireplaces NumberGas 187.00 220.00 tblFireplaces NumberNoFireplace 22.00 0.00 tblFireplaces NumberWood 11.00 0.00 tblGrading AcresOfGrading 66.50 1.70 tblGrading MaterialExported 0.00 19,000.00 tblLandUse LotAcreage 2.99 0.00 tblLandUse LotAcreage 5.79 1.42 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 2 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 2.0 Emissions Summary tblVehicleTrips HO_TTP 40.60 40.00 tblVehicleTrips HS_TTP 19.20 19.00 tblVehicleTrips HW_TTP 40.20 41.00 tblVehicleTrips ST_TR 6.39 4.81 tblVehicleTrips ST_TR 42.04 29.38 tblVehicleTrips SU_TR 5.86 4.81 tblVehicleTrips SU_TR 20.43 29.38 tblVehicleTrips WD_TR 6.65 4.81 tblVehicleTrips WD_TR 44.32 29.38 tblWater IndoorWaterUseRate 14,333,885.64 4,599,000.00 tblWater IndoorWaterUseRate 988,868.16 1,533,000.00 tblWater OutdoorWaterUseRate 9,036,580.08 1,533,000.00 tblWater OutdoorWaterUseRate 606,080.49 0.00 tblWoodstoves NumberCatalytic 11.00 0.00 tblWoodstoves NumberNoncatalytic 11.00 0.00 tblWoodstoves WoodstoveDayYear 25.00 0.00 tblWoodstoves WoodstoveWoodMass 999.60 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 3 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2020 3.1340 23.3397 21.1999 0.0560 5.6994 1.1610 6.5371 3.0092 1.0843 3.7805 0.0000 5,493.084 0 5,493.084 0 0.7028 0.0000 5,506.360 6 2021 13.4938 20.1905 23.3718 0.0625 3.2288 0.8069 4.0357 0.8631 0.7814 1.6445 0.0000 6,124.036 7 6,124.036 7 0.5364 0.0000 6,137.445 6 2022 10.6350 6.8020 9.1455 0.0148 0.4918 0.3484 0.5767 0.1304 0.3214 0.3599 0.0000 1,422.046 1 1,422.046 1 0.4138 0.0000 1,432.391 0 Maximum 13.4938 23.3397 23.3718 0.0625 5.6994 1.1610 6.5371 3.0092 1.0843 3.7805 0.0000 6,124.036 7 6,124.036 7 0.7028 0.0000 6,137.445 6 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2020 3.1340 23.3397 21.1999 0.0560 5.6994 1.1610 6.5371 3.0092 1.0843 3.7805 0.0000 5,493.084 0 5,493.084 0 0.7028 0.0000 5,506.360 6 2021 13.4938 20.1905 23.3718 0.0625 3.2288 0.8069 4.0357 0.8631 0.7814 1.6445 0.0000 6,124.036 7 6,124.036 7 0.5364 0.0000 6,137.445 6 2022 10.6350 6.8020 9.1455 0.0148 0.4918 0.3484 0.5767 0.1304 0.3214 0.3599 0.0000 1,422.046 1 1,422.046 1 0.4138 0.0000 1,432.391 0 Maximum 13.4938 23.3397 23.3718 0.0625 5.6994 1.1610 6.5371 3.0092 1.0843 3.7805 0.0000 6,124.036 7 6,124.036 7 0.7028 0.0000 6,137.445 6 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 4 of 30 4TH & Main Mixed-Use Project - Orange County, Winter ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 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 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 5 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Energy 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Mobile 2.0072 8.2321 25.3955 0.0977 9.2926 0.0735 9.3661 2.4850 0.0684 2.5533 9,932.431 6 9,932.431 6 0.4157 9,942.824 1 Total 8.1499 12.7333 45.4297 0.1261 9.2926 0.5210 9.8136 2.4850 0.5158 3.0008 0.0000 15,442.94 58 15,442.94 58 0.5524 0.1004 15,486.68 31 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Energy 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Mobile 2.0072 8.2321 25.3955 0.0977 9.2926 0.0735 9.3661 2.4850 0.0684 2.5533 9,932.431 6 9,932.431 6 0.4157 9,942.824 1 Total 8.1499 12.7333 45.4297 0.1261 9.2926 0.5210 9.8136 2.4850 0.5158 3.0008 0.0000 15,442.94 58 15,442.94 58 0.5524 0.1004 15,486.68 31 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 6 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 3/2/2020 3/27/2020 5 20 2 Site Preparation Site Preparation 3/28/2020 9/30/2020 5 133 3 Building Construction Building Construction 10/1/2020 12/15/2021 5 315 4 Paving Paving 2/16/2022 3/1/2022 5 10 5 Architectural Coating Architectural Coating 8/2/2021 2/15/2022 5 142 OffRoad Equipment ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 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 Residential Indoor: 445,500; Residential Outdoor: 148,500; Non-Residential Indoor: 20,025; Non-Residential Outdoor: 6,675; Striped Parking Area: 7,968 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 1.7 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 7 of 30 4TH & Main Mixed-Use Project - Orange County, Winter Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Site Preparation Graders 1 8.00 187 0.41 Site Preparation Rubber Tired Dozers 1 7.00 247 0.40 Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37 Building Construction Cranes 1 6.00 231 0.29 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Welders 3 8.00 46 0.45 Architectural Coating Air Compressors 1 6.00 78 0.48 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Pavers 1 6.00 130 0.42 Paving Paving Equipment 1 8.00 132 0.36 Paving Rollers 1 7.00 80 0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition 5 13.00 0.00 167.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 3 8.00 0.00 2,375.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 7 218.00 47.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 44.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 8 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 1.8063 0.0000 1.8063 0.2735 0.0000 0.2735 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 1.8063 1.1525 2.9588 0.2735 1.0761 1.3496 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area Reduce Vehicle Speed on Unpaved Roads CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 9 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0646 2.3249 0.6108 6.2900e- 003 0.1454 7.5700e- 003 0.1530 0.0398 7.2400e- 003 0.0470 701.5502 701.5502 0.0756 703.4400 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 Worker 0.0565 0.0346 0.3933 1.3400e- 003 0.1453 9.6000e- 004 0.1463 0.0385 8.8000e- 004 0.0394 134.1108 134.1108 3.0600e- 003 134.1873 Total 0.1211 2.3595 1.0041 7.6300e- 003 0.2907 8.5300e- 003 0.2992 0.0783 8.1200e- 003 0.0865 835.6610 835.6610 0.0787 837.6273 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 1.8063 0.0000 1.8063 0.2735 0.0000 0.2735 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 1.8063 1.1525 2.9588 0.2735 1.0761 1.3496 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 10 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0646 2.3249 0.6108 6.2900e- 003 0.1454 7.5700e- 003 0.1530 0.0398 7.2400e- 003 0.0470 701.5502 701.5502 0.0756 703.4400 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 Worker 0.0565 0.0346 0.3933 1.3400e- 003 0.1453 9.6000e- 004 0.1463 0.0385 8.8000e- 004 0.0394 134.1108 134.1108 3.0600e- 003 134.1873 Total 0.1211 2.3595 1.0041 7.6300e- 003 0.2907 8.5300e- 003 0.2992 0.0783 8.1200e- 003 0.0865 835.6610 835.6610 0.0787 837.6273 Mitigated Construction Off-Site 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 5.2990 0.0000 5.2990 2.9004 0.0000 2.9004 0.0000 0.0000 Off-Road 1.6299 18.3464 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 1,667.4119 1,667.4119 0.5393 1,680.893 7 Total 1.6299 18.3464 7.7093 0.0172 5.2990 0.8210 6.1200 2.9004 0.7553 3.6556 1,667.411 9 1,667.411 9 0.5393 1,680.893 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 11 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1382 4.9720 1.3063 0.0135 0.3109 0.0162 0.3271 0.0851 0.0155 0.1006 1,500.321 3 1,500.321 3 0.1617 1,504.362 7 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 Worker 0.0347 0.0213 0.2420 8.3000e- 004 0.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 82.5297 82.5297 1.8800e- 003 82.5768 Total 0.1729 4.9933 1.5483 0.0143 0.4003 0.0168 0.4171 0.1088 0.0160 0.1249 1,582.851 0 1,582.851 0 0.1635 1,586.939 5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 5.2990 0.0000 5.2990 2.9004 0.0000 2.9004 0.0000 0.0000 Off-Road 1.6299 18.3464 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 0.0000 1,667.4119 1,667.4119 0.5393 1,680.893 7 Total 1.6299 18.3464 7.7093 0.0172 5.2990 0.8210 6.1200 2.9004 0.7553 3.6556 0.0000 1,667.411 9 1,667.411 9 0.5393 1,680.893 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 12 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1382 4.9720 1.3063 0.0135 0.3109 0.0162 0.3271 0.0851 0.0155 0.1006 1,500.321 3 1,500.321 3 0.1617 1,504.362 7 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 Worker 0.0347 0.0213 0.2420 8.3000e- 004 0.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 82.5297 82.5297 1.8800e- 003 82.5768 Total 0.1729 4.9933 1.5483 0.0143 0.4003 0.0168 0.4171 0.1088 0.0160 0.1249 1,582.851 0 1,582.851 0 0.1635 1,586.939 5 Mitigated Construction Off-Site 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 13 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1568 4.8947 1.4165 0.0114 0.3003 0.0260 0.3263 0.0864 0.0249 0.1113 1,242.990 4 1,242.990 4 0.1083 1,245.697 0 Worker 0.9467 0.5800 6.5953 0.0226 2.4367 0.0161 2.4528 0.6462 0.0148 0.6611 2,248.934 1 2,248.934 1 0.0513 2,250.216 9 Total 1.1035 5.4748 8.0118 0.0340 2.7370 0.0421 2.7791 0.7327 0.0397 0.7723 3,491.924 5 3,491.924 5 0.1596 3,495.913 9 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 14 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1568 4.8947 1.4165 0.0114 0.3003 0.0260 0.3263 0.0864 0.0249 0.1113 1,242.990 4 1,242.990 4 0.1083 1,245.697 0 Worker 0.9467 0.5800 6.5953 0.0226 2.4367 0.0161 2.4528 0.6462 0.0148 0.6611 2,248.934 1 2,248.934 1 0.0513 2,250.216 9 Total 1.1035 5.4748 8.0118 0.0340 2.7370 0.0421 2.7791 0.7327 0.0397 0.7723 3,491.924 5 3,491.924 5 0.1596 3,495.913 9 Mitigated Construction Off-Site 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 15 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1316 4.3989 1.3119 0.0113 0.3003 9.5000e- 003 0.3098 0.0864 9.0900e- 003 0.0955 1,232.288 3 1,232.288 3 0.1039 1,234.885 9 Worker 0.8909 0.5232 6.1098 0.0218 2.4367 0.0158 2.4525 0.6462 0.0145 0.6608 2,170.914 2 2,170.914 2 0.0465 2,172.076 4 Total 1.0225 4.9220 7.4217 0.0331 2.7370 0.0253 2.7623 0.7326 0.0236 0.7563 3,403.202 5 3,403.202 5 0.1504 3,406.962 3 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 16 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1316 4.3989 1.3119 0.0113 0.3003 9.5000e- 003 0.3098 0.0864 9.0900e- 003 0.0955 1,232.288 3 1,232.288 3 0.1039 1,234.885 9 Worker 0.8909 0.5232 6.1098 0.0218 2.4367 0.0158 2.4525 0.6462 0.0145 0.6608 2,170.914 2 2,170.914 2 0.0465 2,172.076 4 Total 1.0225 4.9220 7.4217 0.0331 2.7370 0.0253 2.7623 0.7326 0.0236 0.7563 3,403.202 5 3,403.202 5 0.1504 3,406.962 3 Mitigated Construction Off-Site 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 17 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.0503 0.0283 0.3395 1.2500e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 124.6672 124.6672 2.5200e- 003 124.7301 Total 0.0503 0.0283 0.3395 1.2500e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 124.6672 124.6672 2.5200e- 003 124.7301 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 18 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.0503 0.0283 0.3395 1.2500e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 124.6672 124.6672 2.5200e- 003 124.7301 Total 0.0503 0.0283 0.3395 1.2500e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 124.6672 124.6672 2.5200e- 003 124.7301 Mitigated Construction Off-Site 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2189 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 281.9309 Total 10.4790 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 281.9309 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 19 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1798 0.1056 1.2332 4.3900e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 438.1662 438.1662 9.3800e- 003 438.4007 Total 0.1798 0.1056 1.2332 4.3900e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 438.1662 438.1662 9.3800e- 003 438.4007 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2189 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 0.0000 281.4481 281.4481 0.0193 281.9309 Total 10.4790 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 0.0000 281.4481 281.4481 0.0193 281.9309 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 20 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1798 0.1056 1.2332 4.3900e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 438.1662 438.1662 9.3800e- 003 438.4007 Total 0.1798 0.1056 1.2332 4.3900e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 438.1662 438.1662 9.3800e- 003 438.4007 Mitigated Construction Off-Site 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Total 10.4647 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 21 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1704 0.0957 1.1492 4.2300e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 421.9507 421.9507 8.5100e- 003 422.1635 Total 0.1704 0.0957 1.1492 4.2300e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 421.9507 421.9507 8.5100e- 003 422.1635 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Total 10.4647 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 22 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1704 0.0957 1.1492 4.2300e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 421.9507 421.9507 8.5100e- 003 422.1635 Total 0.1704 0.0957 1.1492 4.2300e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 421.9507 421.9507 8.5100e- 003 422.1635 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 23 of 30 4TH & Main Mixed-Use Project - Orange County, Winter ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 2.0072 8.2321 25.3955 0.0977 9.2926 0.0735 9.3661 2.4850 0.0684 2.5533 9,932.431 6 9,932.431 6 0.4157 9,942.824 1 Unmitigated 2.0072 8.2321 25.3955 0.0977 9.2926 0.0735 9.3661 2.4850 0.0684 2.5533 9,932.431 6 9,932.431 6 0.4157 9,942.824 1 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 1,058.20 1,058.20 1058.20 3,634,353 3,634,353 Enclosed Parking with Elevator 0.00 0.00 0.00 Strip Mall 392.22 392.22 392.22 746,242 746,242 Total 1,450.42 1,450.42 1,450.42 4,380,595 4,380,595 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-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Mid Rise 14.70 5.90 8.70 41.00 19.00 40.00 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 24 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 NaturalGas Unmitigated 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Enclosed Parking with Elevator 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Strip Mall 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 25 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 6887.78 0.0743 0.6348 0.2701 4.0500e- 003 0.0513 0.0513 0.0513 0.0513 810.3275 810.3275 0.0155 0.0149 815.1429 Enclosed Parking with Elevator 0 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 Strip Mall 73.1507 7.9000e- 004 7.1700e- 003 6.0200e- 003 4.0000e- 005 5.5000e- 004 5.5000e- 004 5.5000e- 004 5.5000e- 004 8.6060 8.6060 1.6000e- 004 1.6000e- 004 8.6571 Total 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 6.88778 0.0743 0.6348 0.2701 4.0500e- 003 0.0513 0.0513 0.0513 0.0513 810.3275 810.3275 0.0155 0.0149 815.1429 Enclosed Parking with Elevator 0 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 Strip Mall 0.0731507 7.9000e- 004 7.1700e- 003 6.0200e- 003 4.0000e- 005 5.5000e- 004 5.5000e- 004 5.5000e- 004 5.5000e- 004 8.6060 8.6060 1.6000e- 004 1.6000e- 004 8.6571 Total 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 26 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 6.1 Mitigation Measures Area 6.0 Area Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Unmitigated 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 27 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.4212 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 4.6674 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.4271 3.6494 1.5529 0.0233 0.2951 0.2951 0.2951 0.2951 0.0000 4,658.823 5 4,658.823 5 0.0893 0.0854 4,686.508 6 Landscaping 0.5521 0.2099 18.2051 9.6000e- 004 0.1005 0.1005 0.1005 0.1005 32.7571 32.7571 0.0317 33.5503 Total 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 28 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.4212 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 4.6674 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.4271 3.6494 1.5529 0.0233 0.2951 0.2951 0.2951 0.2951 0.0000 4,658.823 5 4,658.823 5 0.0893 0.0854 4,686.508 6 Landscaping 0.5521 0.2099 18.2051 9.6000e- 004 0.1005 0.1005 0.1005 0.1005 32.7571 32.7571 0.0317 33.5503 Total 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 29 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 11.0 Vegetation Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:10 AMPage 30 of 30 4TH & Main Mixed-Use Project - Orange County, Winter 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking with Elevator 332.00 Space 0.00 132,800.00 0 Apartments Mid Rise 220.00 Dwelling Unit 1.42 220,000.00 629 Strip Mall 13.35 1000sqft 0.31 13,350.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 8 Wind Speed (m/s)Precipitation Freq (Days)2.2 30 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) 4TH & Main Mixed-Use Project Orange County, Summer CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 1 of 30 4TH & Main Mixed-Use Project - Orange County, Summer Project Characteristics - Land Use - Matches Addendum's model. See SWAPE comment parking and retail land uses. Construction Phase - Matches Addendum's model. Demolition - Matches Addendum's model. Grading - Matches Addendum's model. Architectural Coating - Matches Addendum's model. Vehicle Trips - See SWAPE comment about trip rates. Woodstoves - Matches Addendum's model. Water And Wastewater - Matches Addendum's model. Construction Off-road Equipment Mitigation - Matches Addendum's model. Table Name Column Name Default Value New Value tblArchitecturalCoating EF_Nonresidential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 100.00 50.00 tblArchitecturalCoating EF_Parking 100.00 50.00 tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstructionPhase NumDays 2.00 133.00 tblConstructionPhase NumDays 200.00 315.00 tblConstructionPhase NumDays 10.00 142.00 tblFireplaces FireplaceWoodMass 1,019.20 0.00 tblFireplaces NumberGas 187.00 220.00 tblFireplaces NumberNoFireplace 22.00 0.00 tblFireplaces NumberWood 11.00 0.00 tblGrading AcresOfGrading 66.50 1.70 tblGrading MaterialExported 0.00 19,000.00 tblLandUse LotAcreage 2.99 0.00 tblLandUse LotAcreage 5.79 1.42 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 2 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 2.0 Emissions Summary tblVehicleTrips HO_TTP 40.60 40.00 tblVehicleTrips HS_TTP 19.20 19.00 tblVehicleTrips HW_TTP 40.20 41.00 tblVehicleTrips ST_TR 6.39 4.81 tblVehicleTrips ST_TR 42.04 29.38 tblVehicleTrips SU_TR 5.86 4.81 tblVehicleTrips SU_TR 20.43 29.38 tblVehicleTrips WD_TR 6.65 4.81 tblVehicleTrips WD_TR 44.32 29.38 tblWater IndoorWaterUseRate 14,333,885.64 4,599,000.00 tblWater IndoorWaterUseRate 988,868.16 1,533,000.00 tblWater OutdoorWaterUseRate 9,036,580.08 1,533,000.00 tblWater OutdoorWaterUseRate 606,080.49 0.00 tblWoodstoves NumberCatalytic 11.00 0.00 tblWoodstoves NumberNoncatalytic 11.00 0.00 tblWoodstoves WoodstoveDayYear 25.00 0.00 tblWoodstoves WoodstoveWoodMass 999.60 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 3 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2020 3.0184 23.2759 21.6161 0.0576 5.6994 1.1609 6.5368 3.0092 1.0841 3.7802 0.0000 5,651.760 5 5,651.760 5 0.6992 0.0000 5,664.978 6 2021 13.3626 20.1444 23.8704 0.0643 3.2288 0.8066 4.0354 0.8631 0.7811 1.6442 0.0000 6,302.741 5 6,302.741 5 0.5347 0.0000 6,316.108 4 2022 10.6148 6.7995 9.1745 0.0149 0.4918 0.3484 0.5767 0.1304 0.3214 0.3599 0.0000 1,429.095 0 1,429.095 0 0.4139 0.0000 1,439.443 5 Maximum 13.3626 23.2759 23.8704 0.0643 5.6994 1.1609 6.5368 3.0092 1.0841 3.7802 0.0000 6,302.741 5 6,302.741 5 0.6992 0.0000 6,316.108 4 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2020 3.0184 23.2759 21.6161 0.0576 5.6994 1.1609 6.5368 3.0092 1.0841 3.7802 0.0000 5,651.760 5 5,651.760 5 0.6992 0.0000 5,664.978 6 2021 13.3626 20.1444 23.8704 0.0643 3.2288 0.8066 4.0354 0.8631 0.7811 1.6442 0.0000 6,302.741 5 6,302.741 5 0.5347 0.0000 6,316.108 4 2022 10.6148 6.7995 9.1745 0.0149 0.4918 0.3484 0.5767 0.1304 0.3214 0.3599 0.0000 1,429.095 0 1,429.095 0 0.4139 0.0000 1,439.443 5 Maximum 13.3626 23.2759 23.8704 0.0643 5.6994 1.1609 6.5368 3.0092 1.0841 3.7802 0.0000 6,302.741 5 6,302.741 5 0.6992 0.0000 6,316.108 4 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 4 of 30 4TH & Main Mixed-Use Project - Orange County, Summer ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 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 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 5 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Energy 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Mobile 2.0421 8.0198 26.5085 0.1023 9.2926 0.0732 9.3658 2.4850 0.0681 2.5530 10,392.09 54 10,392.09 54 0.4165 10,402.50 71 Total 8.1849 12.5210 46.5427 0.1306 9.2926 0.5206 9.8132 2.4850 0.5155 3.0005 0.0000 15,902.60 96 15,902.60 96 0.5532 0.1004 15,946.36 60 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Energy 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Mobile 2.0421 8.0198 26.5085 0.1023 9.2926 0.0732 9.3658 2.4850 0.0681 2.5530 10,392.09 54 10,392.09 54 0.4165 10,402.50 71 Total 8.1849 12.5210 46.5427 0.1306 9.2926 0.5206 9.8132 2.4850 0.5155 3.0005 0.0000 15,902.60 96 15,902.60 96 0.5532 0.1004 15,946.36 60 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 6 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 3/2/2020 3/27/2020 5 20 2 Site Preparation Site Preparation 3/28/2020 9/30/2020 5 133 3 Building Construction Building Construction 10/1/2020 12/15/2021 5 315 4 Paving Paving 2/16/2022 3/1/2022 5 10 5 Architectural Coating Architectural Coating 8/2/2021 2/15/2022 5 142 OffRoad Equipment ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 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 Residential Indoor: 445,500; Residential Outdoor: 148,500; Non-Residential Indoor: 20,025; Non-Residential Outdoor: 6,675; Striped Parking Area: 7,968 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 1.7 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 7 of 30 4TH & Main Mixed-Use Project - Orange County, Summer Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Site Preparation Graders 1 8.00 187 0.41 Site Preparation Rubber Tired Dozers 1 7.00 247 0.40 Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37 Building Construction Cranes 1 6.00 231 0.29 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Welders 3 8.00 46 0.45 Architectural Coating Air Compressors 1 6.00 78 0.48 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Pavers 1 6.00 130 0.42 Paving Paving Equipment 1 8.00 132 0.36 Paving Rollers 1 7.00 80 0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition 5 13.00 0.00 167.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 3 8.00 0.00 2,375.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 7 218.00 47.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 44.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 8 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 1.8063 0.0000 1.8063 0.2735 0.0000 0.2735 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 1.8063 1.1525 2.9588 0.2735 1.0761 1.3496 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area Reduce Vehicle Speed on Unpaved Roads CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 9 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0631 2.2960 0.5801 6.3900e- 003 0.1454 7.4300e- 003 0.1528 0.0398 7.1100e- 003 0.0469 712.3033 712.3033 0.0738 714.1492 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 Worker 0.0500 0.0315 0.4255 1.4200e- 003 0.1453 9.6000e- 004 0.1463 0.0385 8.8000e- 004 0.0394 141.7057 141.7057 3.2300e- 003 141.7864 Total 0.1130 2.3275 1.0057 7.8100e- 003 0.2907 8.3900e- 003 0.2991 0.0783 7.9900e- 003 0.0863 854.0090 854.0090 0.0771 855.9357 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 1.8063 0.0000 1.8063 0.2735 0.0000 0.2735 0.0000 0.0000 Off-Road 2.1262 20.9463 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Total 2.1262 20.9463 14.6573 0.0241 1.8063 1.1525 2.9588 0.2735 1.0761 1.3496 0.0000 2,322.312 7 2,322.312 7 0.5970 2,337.236 3 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 10 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.2 Demolition - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0631 2.2960 0.5801 6.3900e- 003 0.1454 7.4300e- 003 0.1528 0.0398 7.1100e- 003 0.0469 712.3033 712.3033 0.0738 714.1492 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 Worker 0.0500 0.0315 0.4255 1.4200e- 003 0.1453 9.6000e- 004 0.1463 0.0385 8.8000e- 004 0.0394 141.7057 141.7057 3.2300e- 003 141.7864 Total 0.1130 2.3275 1.0057 7.8100e- 003 0.2907 8.3900e- 003 0.2991 0.0783 7.9900e- 003 0.0863 854.0090 854.0090 0.0771 855.9357 Mitigated Construction Off-Site 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 5.2990 0.0000 5.2990 2.9004 0.0000 2.9004 0.0000 0.0000 Off-Road 1.6299 18.3464 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 1,667.4119 1,667.4119 0.5393 1,680.893 7 Total 1.6299 18.3464 7.7093 0.0172 5.2990 0.8210 6.1200 2.9004 0.7553 3.6556 1,667.411 9 1,667.411 9 0.5393 1,680.893 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 11 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1348 4.9102 1.2407 0.0137 0.3109 0.0159 0.3268 0.0851 0.0152 0.1003 1,523.317 7 1,523.317 7 0.1579 1,527.265 3 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 Worker 0.0307 0.0194 0.2619 8.7000e- 004 0.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 87.2035 87.2035 1.9900e- 003 87.2532 Total 0.1656 4.9295 1.5025 0.0145 0.4003 0.0165 0.4168 0.1088 0.0158 0.1246 1,610.521 2 1,610.521 2 0.1599 1,614.518 4 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 5.2990 0.0000 5.2990 2.9004 0.0000 2.9004 0.0000 0.0000 Off-Road 1.6299 18.3464 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 0.0000 1,667.4119 1,667.4119 0.5393 1,680.893 7 Total 1.6299 18.3464 7.7093 0.0172 5.2990 0.8210 6.1200 2.9004 0.7553 3.6556 0.0000 1,667.411 9 1,667.411 9 0.5393 1,680.893 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 12 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.3 Site Preparation - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1348 4.9102 1.2407 0.0137 0.3109 0.0159 0.3268 0.0851 0.0152 0.1003 1,523.317 7 1,523.317 7 0.1579 1,527.265 3 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 Worker 0.0307 0.0194 0.2619 8.7000e- 004 0.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 87.2035 87.2035 1.9900e- 003 87.2532 Total 0.1656 4.9295 1.5025 0.0145 0.4003 0.0165 0.4168 0.1088 0.0158 0.1246 1,610.521 2 1,610.521 2 0.1599 1,614.518 4 Mitigated Construction Off-Site 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 13 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1501 4.8964 1.2923 0.0117 0.3003 0.0256 0.3259 0.0864 0.0244 0.1109 1,274.306 0 1,274.306 0 0.1031 1,276.882 6 Worker 0.8378 0.5278 7.1357 0.0238 2.4367 0.0161 2.4528 0.6462 0.0148 0.6611 2,376.295 1 2,376.295 1 0.0542 2,377.649 3 Total 0.9879 5.4241 8.4281 0.0355 2.7370 0.0417 2.7787 0.7327 0.0393 0.7719 3,650.601 1 3,650.601 1 0.1572 3,654.531 9 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Total 2.0305 14.7882 13.1881 0.0220 0.7960 0.7960 0.7688 0.7688 0.0000 2,001.159 5 2,001.159 5 0.3715 2,010.446 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 14 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1501 4.8964 1.2923 0.0117 0.3003 0.0256 0.3259 0.0864 0.0244 0.1109 1,274.306 0 1,274.306 0 0.1031 1,276.882 6 Worker 0.8378 0.5278 7.1357 0.0238 2.4367 0.0161 2.4528 0.6462 0.0148 0.6611 2,376.295 1 2,376.295 1 0.0542 2,377.649 3 Total 0.9879 5.4241 8.4281 0.0355 2.7370 0.0417 2.7787 0.7327 0.0393 0.7719 3,650.601 1 3,650.601 1 0.1572 3,654.531 9 Mitigated Construction Off-Site 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 15 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1254 4.4093 1.1958 0.0116 0.3003 9.1600e- 003 0.3095 0.0864 8.7600e- 003 0.0952 1,263.324 8 1,263.324 8 0.0991 1,265.801 3 Worker 0.7868 0.4761 6.6213 0.0230 2.4367 0.0158 2.4525 0.6462 0.0145 0.6608 2,293.783 3 2,293.783 3 0.0491 2,295.0113 Total 0.9123 4.8854 7.8171 0.0346 2.7370 0.0249 2.7620 0.7326 0.0233 0.7559 3,557.108 0 3,557.108 0 0.1482 3,560.812 6 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Total 1.8125 13.6361 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 0.0000 2,001.220 0 2,001.220 0 0.3573 2,010.151 7 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 16 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.4 Building Construction - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 Vendor 0.1254 4.4093 1.1958 0.0116 0.3003 9.1600e- 003 0.3095 0.0864 8.7600e- 003 0.0952 1,263.324 8 1,263.324 8 0.0991 1,265.801 3 Worker 0.7868 0.4761 6.6213 0.0230 2.4367 0.0158 2.4525 0.6462 0.0145 0.6608 2,293.783 3 2,293.783 3 0.0491 2,295.0113 Total 0.9123 4.8854 7.8171 0.0346 2.7370 0.0249 2.7620 0.7326 0.0233 0.7559 3,557.108 0 3,557.108 0 0.1482 3,560.812 6 Mitigated Construction Off-Site 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 17 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.0443 0.0257 0.3685 1.3200e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 131.7162 131.7162 2.6600e- 003 131.7827 Total 0.0443 0.0257 0.3685 1.3200e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 131.7162 131.7162 2.6600e- 003 131.7827 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378 9 1,297.378 9 0.4113 1,307.660 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 18 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.5 Paving - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.0443 0.0257 0.3685 1.3200e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 131.7162 131.7162 2.6600e- 003 131.7827 Total 0.0443 0.0257 0.3685 1.3200e- 003 0.1453 9.2000e- 004 0.1462 0.0385 8.5000e- 004 0.0394 131.7162 131.7162 2.6600e- 003 131.7827 Mitigated Construction Off-Site 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2189 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 281.9309 Total 10.4790 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 281.9309 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 19 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1588 0.0961 1.3364 4.6400e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 462.9654 462.9654 9.9100e- 003 463.2133 Total 0.1588 0.0961 1.3364 4.6400e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 462.9654 462.9654 9.9100e- 003 463.2133 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2189 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 0.0000 281.4481 281.4481 0.0193 281.9309 Total 10.4790 1.5268 1.8176 2.9700e- 003 0.0941 0.0941 0.0941 0.0941 0.0000 281.4481 281.4481 0.0193 281.9309 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 20 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.6 Architectural Coating - 2021 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1588 0.0961 1.3364 4.6400e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 462.9654 462.9654 9.9100e- 003 463.2133 Total 0.1588 0.0961 1.3364 4.6400e- 003 0.4918 3.1800e- 003 0.4950 0.1304 2.9300e- 003 0.1334 462.9654 462.9654 9.9100e- 003 463.2133 Mitigated Construction Off-Site 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Total 10.4647 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 21 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1501 0.0871 1.2473 4.4700e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 445.8085 445.8085 9.0000e- 003 446.0336 Total 0.1501 0.0871 1.2473 4.4700e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 445.8085 445.8085 9.0000e- 003 446.0336 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Total 10.4647 1.4085 1.8136 2.9700e- 003 0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 22 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.6 Architectural Coating - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day 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 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 Worker 0.1501 0.0871 1.2473 4.4700e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 445.8085 445.8085 9.0000e- 003 446.0336 Total 0.1501 0.0871 1.2473 4.4700e- 003 0.4918 3.1200e- 003 0.4949 0.1304 2.8700e- 003 0.1333 445.8085 445.8085 9.0000e- 003 446.0336 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 23 of 30 4TH & Main Mixed-Use Project - Orange County, Summer ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 2.0421 8.0198 26.5085 0.1023 9.2926 0.0732 9.3658 2.4850 0.0681 2.5530 10,392.09 54 10,392.09 54 0.4165 10,402.50 71 Unmitigated 2.0421 8.0198 26.5085 0.1023 9.2926 0.0732 9.3658 2.4850 0.0681 2.5530 10,392.09 54 10,392.09 54 0.4165 10,402.50 71 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 1,058.20 1,058.20 1058.20 3,634,353 3,634,353 Enclosed Parking with Elevator 0.00 0.00 0.00 Strip Mall 392.22 392.22 392.22 746,242 746,242 Total 1,450.42 1,450.42 1,450.42 4,380,595 4,380,595 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-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Mid Rise 14.70 5.90 8.70 41.00 19.00 40.00 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 24 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 NaturalGas Unmitigated 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Enclosed Parking with Elevator 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Strip Mall 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 25 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 6887.78 0.0743 0.6348 0.2701 4.0500e- 003 0.0513 0.0513 0.0513 0.0513 810.3275 810.3275 0.0155 0.0149 815.1429 Enclosed Parking with Elevator 0 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 Strip Mall 73.1507 7.9000e- 004 7.1700e- 003 6.0200e- 003 4.0000e- 005 5.5000e- 004 5.5000e- 004 5.5000e- 004 5.5000e- 004 8.6060 8.6060 1.6000e- 004 1.6000e- 004 8.6571 Total 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 6.88778 0.0743 0.6348 0.2701 4.0500e- 003 0.0513 0.0513 0.0513 0.0513 810.3275 810.3275 0.0155 0.0149 815.1429 Enclosed Parking with Elevator 0 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 Strip Mall 0.0731507 7.9000e- 004 7.1700e- 003 6.0200e- 003 4.0000e- 005 5.5000e- 004 5.5000e- 004 5.5000e- 004 5.5000e- 004 8.6060 8.6060 1.6000e- 004 1.6000e- 004 8.6571 Total 0.0751 0.6419 0.2761 4.0900e- 003 0.0519 0.0519 0.0519 0.0519 818.9335 818.9335 0.0157 0.0150 823.8000 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 26 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 6.1 Mitigation Measures Area 6.0 Area Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Unmitigated 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 27 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.4212 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 4.6674 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.4271 3.6494 1.5529 0.0233 0.2951 0.2951 0.2951 0.2951 0.0000 4,658.823 5 4,658.823 5 0.0893 0.0854 4,686.508 6 Landscaping 0.5521 0.2099 18.2051 9.6000e- 004 0.1005 0.1005 0.1005 0.1005 32.7571 32.7571 0.0317 33.5503 Total 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 28 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.4212 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 4.6674 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.4271 3.6494 1.5529 0.0233 0.2951 0.2951 0.2951 0.2951 0.0000 4,658.823 5 4,658.823 5 0.0893 0.0854 4,686.508 6 Landscaping 0.5521 0.2099 18.2051 9.6000e- 004 0.1005 0.1005 0.1005 0.1005 32.7571 32.7571 0.0317 33.5503 Total 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 4,691.580 6 4,691.580 6 0.1210 0.0854 4,720.058 9 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 29 of 30 4TH & Main Mixed-Use Project - Orange County, Summer 11.0 Vegetation Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 11/15/2019 11:11 AMPage 30 of 30 4TH & Main Mixed-Use Project - Orange County, Summer Good evening Mayor and City Council This is the historic 1931 Orange County Title Company building. The Orange County Title Company became what is today the iconic Santa Ana based First American Company. It is understood by most that the beautiful and artful "Zigzag Moderne Art Deco" style of the facade remains behind the metal cladding which was applied sometime around the 1960's. The Art Deco face, or fayade, was not removed as it is incorporated into the structure — the beauty is one with the structure. It will be said that (3) historic groups have agreed to a plan which "might" preserve a portion of the facades. I say "might" because the agreement includes the term "if feasible." And it is left largely up to the developer's discretion to determine feasibility. This developer, in the reports before you, has disparaged both this fine historic structure AND Santa Ana's First American Company as NOT historically significant. I don't think that Mr. Parker Kennedy of First American would agree to that insulting description of his company — which featured prominently in our City's recent 15Wh Anniversary Celebration. The developer does not have a good reputation for historic preservation. There are several articles online which describe the terrible shape they have left historic properties. Here is one excerpt: In Philadelphia, obliterating a beloved old building isn't necessarily a barrier to celebrating it. The expensive new townhouses that replaced the original Please Touch Museum, which occupied a handsome, early 20th-century carpet factory, can't boast much in the way of design, but they do have a shiny nameplate that declares, "Museum Estates at the former Please Touch Museum." Please delay the implementation of the approvals for this development. I believe the entire historic and beautiful 1930's Art Deco Orange County Title Company building can be made a shining jewel of this development and Historic Downtown Santa Ana. Thank you, Mike Tardif Santa Ana