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BEYAZ & PATEL
INSURANCE NOT ON FILE WORK MAY NO PROCEED CLERK OF COUNCIL A-2020-063 DATE: I, IJAI f01-AswLUA As AGREEMENT TO PROVIDE ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF WATER STORAGE RESERVOIRS THIS AGREEMENT is made and entered into this 7th day of April, 2020 by and between Beyaz & Patez, Inc. ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). 0 ar RECITALS IV `= A. On October 15, 2019, the City issued Request for Proposal No. 19-105, by which N it sought qualified contractors to provide engineering services for the seismic and structural assessment of the City's potable water storage reservoirs. B. Contractor submitted a responsive proposal that was among those selected by the City. Contractor represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 19-105. C. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES At the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 19-105 and that is attached as Exhibit A, and as further delineated in Contractor's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City agrees to pay, and Contractor agrees to accept as total payment for its services, under this Agreement, the rates and charges identified in Exhibit C. Contractor is one of three contractors selected to provide services on an as -needed basis under RFP No. 19-105. The total compensation for services provided by all contractors selected under RFP No. 19-105 shall not exceed the share&aggregate amount of . $625,000 during the term of this agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. Page I of 8 3. TERM This Agreement shall commence on the date first written above and terminate on April 6, 2023, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one 2-year period upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. Page 2 of 8 7. INSURANCE Prior to undertaking performance of work under this Agreement, Contractor shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Contractor shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Contractor's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. c. Worker's Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Contractor agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Contractor is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. e. The following requirements apply to the insurance to be provided by Contractor pursuant to this section: (i) Contractor shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by contractor, without thirty (30) days prior written notice to the City. (iv) Contractor shall supply City with a fully executed additional insured endorsement. Page 3 of 8 If Contractor fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Contractor's right to be paid for its time and materials expended prior to notification of termination. Contractor waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor or its subcontractors, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2792.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. 10. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by Page 4 of 8 law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 11. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor disclosed in a publicly available source; (c) is in rightful possession of the Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Contractor without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency Page 5 of 8 City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: Beyaz & Patel, Inc. 10920 Via Frontera, Suite 210 San Diego, CA 92127 Attn: Subhash Patel A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other contractors retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or Page 6 of 8 remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not shnilar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Contractor shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Contractor affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 20. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. Page 7 of 8 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: Daisy Gomez Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: N' -f�L hn M. Funk Assistant City Attorney RECOMMENDED FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency CITY OF SANTA ANA Klris�ar Ridgeine �/0' City Manager CONTRACTOR t3EyAi - P PATE-L ,Itt< SuLL X —1 Name: SU(n34A5'rl f-ATLL Title: 'PRcsrn:=++r Page 8 of 8 EXHIBIT A The City of Santa Ana is located in the County of Orange in Southern California. The City encompasses 27.2 square miles and a population over 343,000 people. The City of Santa Ana Public Works Agency— Water Resources Division oversees and maintains the daily operations of the Water System and Sanitary Sewer System, The City of Santa Ana's water system has an average day demand of about 43 MG with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at 5 sites, 7 MWD connections, 21 groundwater wells, 7 pump stations, 4 pressure regulating stations and utilizes 2 pressure zones Per the City's most recent Master Plan dated 2017, the City has seven locations with ground level storage tanks and one elevated storage tank, Three of the reservoirs are steel tanks and the remaining seven are concrete tanks. There are three storage tanks (reservoirs) at the John Garthe site. The following table has combined these three reservoirs at the John Garthe site to form one reservoir with an equivalent diameter to represent the total storage volume available at the site. uarnonage Goncrere 1.3 Crooke Concrete 6.0 1 John Garthe Concrete 15.8 3 South Concrete 6.0 1 Walnut Concrete 7.0 1 Variable 17.2 _ Area Variable 21 _.. Area - 277....._ 35 219 22 Variable 22 Area ..:....__............_..... . The City is soliciting proposals from qualified professional consulting firms to provide engineering services to evaluate the concrete reservoirs only. The City shall select one firm to provide these services. The City has budgeted $625,000 in study and design funds for this purpose over a five year period. DESCRIPTION OF PROJECT The Consultant's scope of services shall include the following tasks: Task 1 - Project Management: The Consultant shall conduct a kickoff meeting with the City to discuss the goals and objectives for the project. At this kickoff meeting, project reporting/communication protocols will be City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL. ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS established, a project schedule will be provided and key issues will be discussed to establish the project guidelines. Consultant will prepare and lead all meetings and provide meetings minutes. The Consultant shall conduct at least four project team meetings throughout the project duration and include key City staff as well as key sub consultants/contractors. The Consultant shall submit an initial schedule with pertinent milestones for the major tasks involved in the Project. The schedule shall be updated monthly, or more often, as required. Task 2 — Preliminary Enaineerina Services: It will be incumbent upon the Consultant to find and review all records, including, but not limited to the previously referenced "as -built" drawings and the most recent dive reports, if any. The Consultant shall also conduct interviews with appropriate City engineering and operations staff. City staff will assist in the records search as time permits. Task 3 — Field Inspection Services: The Consultant shall provide all labor, equipment, materials and incidentals necessary to perform Inspection of the interior and exterior of the existing reservoirs, including reservoir appurtenances. Investigation will include exterior observation of above grade walls, roof and appurtenances, may require the exposing of the existing pre -stressing, where required, (Contractor or registered engineer will need to specialize in the appropriate AWWA requirements for the type of tank) and determined by visual inspection and shotcrete sounding based on areas showing signs of possible distress. Extreme care shall be taken not to damage the existing prestressing when removing any material. Any areas that are chipped will be patched within 24 hours with appropriate material. Interior inspection will include observations of the floor, walls; any exposed footings, underside of roofs, pipes, appurtenances and confirmation of as -built tank dimensions (wall height and inside diameter). Inspections will be conducted while the reservoir is drained where applicable. A separate inspection while the reservoir is in operation with water up to the maximum operational level present in the tank. The Consultant shall provide its own small boat or inflatable raft for use in entering all tanks where water is present. When entering confined spaces, the Consultant shall meet all safety requirements in accordance with Cal -OSHA, Title 8, General Industry Safety Orders, Group 16, Article 108 (Confined Space Entry), Group 26 (Diving Operations), Article 152, 153 and other applicable sections. All Consultant staff entering the reservoirs must be certified in Confined Space Entry and follow any California Department of Public Health (DPH) requirements and American Water Works Association (AWWA) standards pertaining to disinfection of personnel entering potable water reservoirs. Where diving is required, the Consultant shall meet all applicable safety requirements and DPH and AWWA standards. Conduct pH testing of the concrete in sufficient locations to make an appropriate engineering judgment of Its condition. City of Santa Ana - RFP 19-107 " ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS Remove samples of sealants, joint compounds, steel pipe coatings, and any other coatings where appropriate, to determine if they contain lead, chromium or zinc in levels exceeding allowable limits addressed in Title 22 of the California Code of Regulations. Evaluate the condition of any observed concrete cracking or spalling, particularly in areas where there may be exposed rebar. Mark and photograph non -hairline cracks (wide enough to stick a dime in) using NSF 61-approved paint. Note areas in each reservoir where corrosion is evident, especially where exposed rebar is present. Determine whether existing sacrificial cathodic protection anodes in those areas are sufficient to deter corrosion. If not, make appropriate recommendations for additional cathodic protection, if warranted. As part of this investigation, the Consultant shall conduct an initial assessment of visually observable corrosion, and if warranted, perform the following tests to better define the extent of the problem and make appropriate mitigation recommendations: 1. Electrical continuity tests using exposed reinforcing steel to record reinforcing steel -to - concrete potentials . 2. Electrical resistivity tests to determine the voltage difference between existing exposed rebar and other nearby sections of exposed rebar per ASTM C876. 3. Penetrating radar half -cell tests. 4. pH and chloride testing of spalled concrete or other samples that may be gathered if no spalled concrete samples are present. 5. For partially buried reservoirs, consider soil sampling around the tanks to determine potentials at the tank perimeter. Task 4 — Engineenno Services The Consultant shall prepare a seismic, structural and corrosion and security assessment master report of the concrete reservoirs. Seismic & Structural Element: The evaluations shall be site specific and include a full review of the original design plans for each reservoir as well as take into consideration all conditions identified In Task 3. The report shall include analysis of whether or not the reservoirs meet current civil, structural and seismic design standards Including ASCE 7 (Minimum Design Loads for Buildings and Other Structures), ACI 318 (Building Code Requirements for Structural Concrete), ACI 350 (Code City of Santa Ana - RFP 19.107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS Requirements for Environmental Engineering Concrete Structures) and the CBC (California Building Code) as applicable to the design and/or retrofit of potable water storage reservoirs. The Consultant's analysis shall take into account all structural components including floors, walls, columns, roofs and the entire tank lid including all entry portals. Report on the condition of expansion joints and sealants. Report on the condition of all appurtenances including floats, overflow piping, inlet and outlet piping, drains, ladders, etc. Recommend locations for destructive (core samples) testing of reservoirs with applicable analysis types. Upon approval from the City, commence with testing and proper repairs for the sample being selected. If non-destructive methods of testing can be recommended as alternatives, please provide a comparison with the corresponding core sample test and the advantages and disadvantages of one test over the other. Consultant shall perform a reservoir freeboard evaluation using both the current ASCE 7 requirements and the current requirements of AWWA D110. Compute and recommend safe water level recommendations based both on freeboard equations and the structural conditions of the tank walls. Corrosion Assessment Element: Once the initial corrosion assessment has been completed and appropriate additional testing, where warranted, has been performed, the Consultant shall prepare a "repair strategy" with budget -level construction costs for mitigating existing and anticipated corrosion problems in the reservoir, which shall include a report on the conditions of the coatings protecting all steel appurtenances (e.g., inlet/outlet, overflow and drain piping, etc.). That strategy shall include appropriate recommendations for replacing coatings, replacing corroded metal appurtenances with fiberglass, polyethylene, PVC, polypropylene or FRP appurtenances, and/or adding cathodic protection as needed. Security Assessment Element: Prepare an overview assessment of reservoir tank security. This assessment shall include an overview of the adequacy of existing tank security measures including padlocks, fencing, gates, tank vents, access points, hatches, cages and cameras and shall include recommendations to upgrade due to age or foreseen failure. This assessment is not intended to provide an exhaustive and detailed evaluation of other security apparatus. Summary of Conclusions and Recommendations: The Consultant shall provide a baseline evaluation that summarizes the general condition of all the reservoirs considered in this study. The conclusions shall prioritize any deficiencies found based upon consequence of failure and likelihood of failure criteria. This shall be done on a system wide level (all reservoirs evaluated) as well as on a site specific level. Any recommended City of Santa Ana - RFP 19-1 D7 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS repairs or retrofits shall require methods of rehabilitation, design criteria and baseline structural criteria. In the event that the Consultant finds that the reservoirs do not meet current structural and seismic codes, the following recommendations, at a minimum, shall be provided: Appropriate upgrades to bring the reservoirs Into compliance, and Appropriate safe water levels and roof loads in current condition before repairs can be accomplished. The Consultant shall provide preliminary estimates for all recommended repair work with a schedule/timeline for when the repairs should occur and in the order in which they should occur. In those instances where it is not economically practical to upgrade a reservoir to meet the previously referenced codes and standards, the Consultant shall prepare: 1. A preliminary level cost opinion for replacing the storage facility. 2. A narrative on the constructability issues associated with any newly proposed storage facilities. 3. A preliminary estimated time of construction for each newly proposed storage facility. Design Element: If requested by the City, the Consultant shall provide final engineering design services for the appropriate recommended repair work from the reservoir assessments. The Consultant shall consider this element as part of the cost proposal and have the ability to provide these services. The Consultant shall provide any necessary site work, foundation design or repair elements, structural support, coatings, related mechanical or electrical work to provide a complete repair design. The Consultant's scope for this piece will generally include the following: 1. The Consultant will provide a geotechnical report of the site where required by a licensed geotechnical engineer. 2. The Consultant shall prepare all necessary bid documents including all civil, structural, mechanical or electrical work as required to provide a complete project. The City shall provide the boilerplate specification to the Consultant. 3. The Consultant shall manage a pre bid meeting when requested. City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 4. The Consultant shall provide bid support services including responses to bidder requests for information (RFI), addendums, etc. 5. The Consultant shall provide construction engineering services for review and approval of submittals, responses to RFI's, as -builds and construction meetings when requested. Task 5 — Value Added Services The Consultant is invited to identify any additional tasks, inspections, or other services that the Consultant feels should be considered as part of this scope of work. If any value added services are identified, the Consultant shall provide a description of the item as well as a cost associated with this item. The cost will not be considered part of the base fee during the evaluation of the proposals, but may be added at the City's discretion upon award of a contract. ---End of SCOPE OF WORK Section.— City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS SEYAZ & PATEL, INC. Subhash Patel, PE, SE Project Manager 10920 Via Frontera, Suite 210 San Diego, CA 92127 (858) 451-0374 Beyaz & Patel a6 Wlot uri fro': i t a�x Y ` 13, v k . 1 j'rf .A s S zfy4 RESPONSE TO THE CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR SEISMIC AND STRUCTURAL ASSESSMENT FOR WATER STORAGE RESERVOIRS November 14, 2019 Table of Contents A. Cover Letter CL B. Statement of Agreement CL C. Firm and Team Experience I D. Understanding of Scope 3 E. Relevant Project Experience 9 F. References II Appendix I — Certifications Appendix 2 — Resumes of Team Members November 14, 2019 Mr. Rudy Rosas Principal Civil Engineer CITY OF SANTA ANA PUBLIC WORKS AGENCY 215 S. Center Street, Building A Santa Ana, CA 92703 SUBJECT: RESPONSE TO THE CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR SEISMIC AND STRUCTURAL ASSESSMENT FOR WATER STORAGE RESERVOIRS Dear Mr. Rosas: Thank you for the invitation to submit our proposal to evaluate the seismic and structural integrity of the City's concrete water storage reservoirs. Beyaz & Patel and our team are excited about the opportunity to work for the City of Santa Ana (the City) and principal civil engineer, Mr. Rudy Rosas on this project. Our qualifications, experience, approach, project manager, and commitment to the City makes us ideally suited to deliver an outstanding project. Highlights of our proposal include: Water is our focus. For the last four decades, Beyaz & Patel, Inc. (Beyaz & Patel) —a Type-C corporation —has focused on structural Beyaz & Patel, Inc. is in concurrence design and rehabilitation of water and wastewater infrastructure in with any and all provisions as California. We are headquartered in San Diego and supported by 13 contained in the standard agreement team members, including licensed professional and structural engineers, attached as Attachment 2, Standard technicians, and CARD designers. Agreement in the Appendix of the Experience. Beyaz &Patel has experience evaluating water reservoirs Request for Proposal. i having inspected, evaluated and designed well over a hundred. Recently, as subconsultant to Dudek (our Civil team member) we completed _ reservoir studies and retrofit design for thirteen (13) City reservoirs for the City of Oceanside. We have primed similar projects in the past for the City of Petaluma, Palo Alto, and Sea Ranch for their City water storage systems. Our project list is extensive but the work never gets old. Other recent similar work includes a seismic assessment and design of a concrete tank the City of Redwood City that also serves as an emergency back-up water reservoir for the City's fire department; E Reservoir and Pump Station (again as a sub to Dudek, our civil team member), the Markham and Citrus II tank recoating projects for Eastern Municipal Water District; and Sand Hill Reservoir No. 2 Roof Replacement for the City of Millbrae. We have the knowledge and experience to provide a structural and seismic evaluation and analysis, make recommendations and, if required, prepare design plans and specifications to bring the City's concrete reservoirs up to the current seismic code. Our team has a thorough understanding of the federal, state, and local regulatory processes; technical standards; guidelines; ordinances; and impact to the local community required to complete this project. Responsiveness. Beyaz & Patel team has an established record of success because we will communicate often and effectively with the City. Deliverables are checked by a senior engineer for quality. Cost control and schedules are tracked by our qualified project manager. Leadership. Subhash Patel, PE, SE, President and principal structural engineer and co-author of the East Bay Municipal Water District's, Reservoir Design Guidelines, is our assigned Project Manager and primary point of contact for the Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs. Subhash has extensive experience, specifically in Southern California, providing structural engineering design and rehabilitation services for water storage, Beyaz &Patel Statement of Qualifications conveyance and treatment. He will manage structural, civil, geotechnical, corrosion, inspection, materials testing, and safety, working with the City's Principal Civil Engineer, Rudy Rosas, to provide expert evaluation, recommendations, and design and construction services for the City's concrete water storage reservoirs and system. Understanding. We work and live in Southern California. Our team is comprised of engineers and consultants that specialize in water infrastructure. As such, we understand the challenges municipalities face in the management of their water systems. We understand this and environment subject to seismic and fire hazards. We understand what a safe and reliable water collection, storage and distribution system means —for us, our neighbors, our work, our food crops, and in the event of a fire emergency. The Beyaz & Patel team is dedicated to providing the City with top-notch services from kick-off to close-out. Beyaz & Patel is thrilled about the possibility of working with our expert subconsultant team members and the City of Santa Ana on this project and thank you for the opportunity to be of service. Subhash Patel, PE, SE, Project Manager, will be the primary point of contact and can be reached at (858) 451-0375 (office), (858) 735-8899 (cell) or at the San Diego office located at 10920 Via Frontera, Suite 210, San Diego, CA 92127, or by email at spatel@beyazpatel.com. Thank you for your consideration. Very Sincerely, BEYAZ &ePATEL, INC. �uLQuh J. Subhash Patel, PE, SE, President Beyaz & Patel Statement of Qualifications Firm Profile 3D Expertise ' Project Management ' Structural Engineering and Design Earthquake and Seismic Evaluations .,� r, 1 :� i�< Rehabilitation • Feasibility Analysis Beyaz & Patel is a structural engineering firm that has been providing water and Facility Condition Assessments wastewater services throughout California for close to four decades. We work with Value Engineering utility and municipal public works and water departments to solve structural issues and challenges such as aging infrastructure and facility expansion. Constructability Reviews Why Beyaz &Patel? • Construction Services. orn, a se smtc and scrucan Reservoir Services ,,,ine an op-!mal course Preliminary studies and design reports : vh,ch order they should be per`,rm-d • field investigations Project understanding and commitment to excellence. Our professionals are . Rehabilitation of existing structures passionate about engineering —they can't help it —we love what we do. And while . Crack control our team may ask a lot of questions —we return a project that will meet all . Retrofit design criteria for successful implementation. Long history of successful collaboration on concrete reservoir assessment and Roof replacement or retrofit rehabilitation throughout the State of California. Structural analysis/design Comprehensive services. Water storage tanks and reservoirs are a cornerstone Seismic and hydrodynamic analysis of our practice as well as our subconsultants, including partially buried, circular and rectangular concrete and prestressed concrete reservoirs located in Construction cost estimates seismically sensitive areas Design in accordance with Planning and Design of Water TanksACI 350Specifications The Beyaz & Patel's team has experience in providing seis,-iir ae Contract drawings n;cana! study and d2s,; serv,ces for reservo�� rehabi11tatron pro.-__;; Buoyancy and stability analysis slmdzr in s:^_= aad scope to the City's sev-an corcrece reservoirs. Condition assessment Beyaz & Patel has worked with the municipalities, agencies and consulting firms on potable Photo voltaic systems water reservoirs for almost forty years. We have provided project management, seismic and structural assessments, design, bid and construction support services for reservoir projects of ' Pile foundations all sizes as both the prime and as a subconsultant and have a comprehensive understanding of • Value engineering the tasks and resources required to successfully complete the work outlined in the RFP. Similar projects where we provided project management services as the prime include Vibration analysis structural and seismic evaluations for six of the City of Palo Alto concrete reservoirs and a similar project for the City of Pleasanton. As a subconsultan4 we provided a seismic Public Agency Experience evaluation and structural condition assessment of the all -concrete 30 MG Miramar Reservoir —a rectangular covered reservoir and most recently, the seismic evaluation and City of Oceanside rehabilitation design for 13 reservoirs for City of Oceanside. City of San Diego • Vista Irrigation District Beyaz & Patel Project Team City of Los Angeles We have assembled an e<_ rd r2im of exper , for the Cry City of Menlo Park Beyaz & Patel is proud to introduce ourselves and our team of consultants to the City to Mid -Peninsula Water District provide expert and comprehensive assessment services in the following disciplines: Continued... Beyaz & Patel Statement of Qualifications I Page 1 structural, civil, corrosion and cathodic, diving investigation, geotechnical and materials San Diego County Water Authority testing and inspection and security. Our project manager and primary point of contact is Metropolitan Water District of Southern Subhash Patel, PE, SE. He will manage our team and communicate regularly with the City, providing necessary updates regarding budget and schedule. Subhash will manage California resources and staffing, having working on complex, multidisciplined projects in the past, City of Escondido and will communicate regularly to the City and their Project Manager, Mr. Rosas. The City of Encinitas roles of each member of our proposed team and a summary of their qualifications for this project are described below. Resumes for each team member can be found in Appendix Santa Clara Valley Water District 3. Please see the individual team member profiles on the following pages to learn more. DUDEK Water Storage Projects Dudek has successfully planned, executed and delivered reservoir analysis and design Luther Pass Pump Station Recycled Water projects for clients throughout California. Their team specializes in the analysis, design, and construction of water infrastructure, including reservoirs and pump stations. They Reservoirs for South Tahoe Public Utility also possess unmatched reservoir experience having completed a substantial number of Department (On -going) reservoir rehabilitation designs that are diverse in nature. Dudek's resume includes Reservoir Repairs (13 Reservoirs), Phase 3 circular and rectangular, prestressed and non -prestressed, covers of wood, concrete, or for City of Oceanside (2019) aluminum, buried or free-standing, welded steel or bolted steel, and earth -embanked and partitioned. Beyaz & Patel has provided services on Dudek projects, both past and present Silver Lake Reservoir Complex Master as the structural lead for concrete reservoirs throughout Southern California. Plan for the City of Los Angeles (2019) RF Yeager Engineers "D" Street Water Tower Study and RF Yeager Engineering is a Southern California based Corrosion Engineering firm Design for the City of Madera (On -going) established in 2004. The firm has extensive experience in Corrosivity Assessments, San Pablo Reservoir Hypolimnion Corrosion Control and Cathodic Protection Designs, Corrosion Surveys, Corrosion Assessments, and Special Inspection during Construction and are highly qualified in areas Oxygenation Study for EBMUD (2019) of corrosion control for water and wastewater systems, pipelines, reservoirs, treatment E Reservoir Replacement Project for Vista plants, pump stations, and pressure reducing stations. All work is conducted under Irrigaton District (On -going) qualified and certified personnel. Their goal for this project is to ensure preservation of the City's existing concrete reservoir facilities and to maximize the lifespan. They have the Garber Tank Roof System Value expertise needed to recommend solutions pm the City's corrosion control issues which Engineering Study (2018) will save time and money. Califomia Water Reservoirs Seismic Converse Consultants Assessment and Design for City of San The Converse Professional Group, doing business as Converse Consultants, is a Carlos (2018) consulting engineering firm that provides Geotechnical Engineering, Engineering Geology, Soils and Materials Testing and Inspection, Environmental Services, Water Resources • Highland Park Reservoir and Access Management and Occupational and Environmental Health and Safety Services. Their Improvements for City of LA(2017) experienced and dedicated team of professional's partners with clients to provide innovative solutions since 1946. The pa% present and future of this firm is grounded on the principle of providing high quality service in a timely and cost-effective manner. Subconsuitant Water Storage Triad Consulting and Systems Design Group Experience Triad Consulting & System Design Group (Triad Consulting) is an expert security firm 12 Reservoirs for the City of San Diego providing technology consulting, system and infrastructure design, along with detailed (2016) project management and construction support services. Triad Consulting conducts hands- Seismic evaluation and preliminary design on professional services across the nation, including California. Specifically, they have provided services to the Metropolitan Water District of Southern California and others. for 23 reservoirs for San Bernardino Furthermore, the firm is an independent consultant with no vendor affiliations. Their Municipal Water Department (On -going) unbiased recommendations are prepared solely to serve the best interests the City. Not a Markham Reservoir for the Vista Irrigation product. District (On -going) Dive/CORR Dive/CORR was founded over 30 years ago by Dan Gross who has performed over four • Reservoirs for Eastern Municipal Water thousand tank inspections, primarily in Southern California. He has provided services to District (2018) most water districts in the region and possesses AWWA-certification. And more... Beyaz & Patel Statement of Qualifications j Page 2 Mr. Patel will serve as the project manager. He will ensure that the team responds to the City's requests in a timely manner and complete deliverables according to schedule. Furthermore, he will ensure that the documents we produce will receive the highest quality and technical review. He will maintain open communication with the City's Principal Engineer and staff to ensure timely coordination of activities with City operation requirements. Mr. Patel has worked on water storage systems, including the evaluation and design of steel and concrete water tanks. rowers. and reservnim Gary is a senior structural engineer at Beyaz & Patel and will serve as Technical Advisor and provide quality assurance oversight. He has more than 30 years of professional structural engineering experience focusing on water and wastewater infrastructure, including concrete and steel water tanks, open and cut reservoirs. well as other design disciplines, quality assurance and onsite inspection. His recent experience includes the Dekoven Tank for the Mid - Peninsula Water District, Sand Hill Reservoir No. 2 Roof Replacement Study and Design, and City of Oceanside Daniel has been performing diving inspections and interior reservoir inspections for the last 30+ years and completed more than four thousand tank inspections. He has an instructor rating and spotless safety record. His certifications include AWWA, ASNT Level III, confined space training, and AWS and has over 3000 hours of "in field" coating inspection. Mr. Gross is the founder of Dive/CORR of Long Beach, California. Mr. Hui has 20+ years of experience in structural engineering, structural design, and earthquake engineering on a variety of projects, with an emphasis on water and wastewater plants, tanks, and buildings. He has extensive experience in structural evaluation, seismic review, and risk analysis, including probabilistic risk assessments. His experience includes the design of several water/wastewater tank and reservoir projects, including the Lafayette Concrete Reservoir Outlet Tower and the Prestressed Concrete Digester Tank Upgrade Neil is a professional engineer with 20 years of experience in project management, engineering, planning, design, and construction support services for water, wastewater, and water reuse systems. Mr. Harper's relevant experience includes water distribution and reservoirs, pumping facilities, and treatment facilities. Neil's most recent reservoir experience includes the seismic evaluation and preliminary design for 23 reservoirs for the San Bernardino Municipal Water Department and seismic evaluation and rehabiliation design for 13 reservoirs for City of Oceanside. NACE Int'I Certified Cathodic Protection Specialist and expert in corrosion engineering, inspections, and construction support services for water corrosion control and cathodic protection system designs, corrosivity assessments, pipe and coating materials of construction, and inspection and monitoring of installed piping systems. Rick also construction inspection services for projects that have included pipelines, water reservoirs, treatments plants, and roadways. Beyaz & Patel Statement of Qualifications I Page 3 engineering consulting experience with the ability to develop innovative and cost-effective engineering solutions. He has experience working in water/wastewater, transportation, and energy sectors. Mr. Amante is highly experienced in the technical delivery of projects involving ground investigation, seismic -resilient design of earthworks and foundations, slope engineering, liquefaction assessment, construction quality assurance and material testing, and constructability and value engineering. Project Organization He served as a Deputy Federal Security Director with the Transportation Security Administration, and is thoroughly familiar with laws, mandates, and recommendation for the Department of Homeland Security along with those homeland security requirements for utilities, ports, airports, and other transportation facilities. His tenure as the Chief Security Officer (CSO) allows him to provide clients with expertise regarding security risk management, physical, personnel, privacy, and project security. The Beyaz & Patel Team has worked on projects in the past and have a proven track record of reservoir project success. Every member of our team has a minimum of 15 years' experience working on water infrastructure for municipalities and agencies in California. We will not fail to deliver —safety, reliability, and innovation —on -time and on - budget to the City. RICK WITHERS,CPP, LEAD SECURITY CONSULTANT DARY NO, PE. $E TECHNICAL AO VISER NEIL HARPER, PE LEAD CIVIL ENGINEER AMANOA COOMBS, PE CIVIL ENGINEER SUBNASN PATEL, PE, SE PROJECT MANAGER TECHNICAL ASSISTANCE CA00 Oe5111ER ENL,NE£RS CONSUTAN15 DRILli N6 !ON*.CIO.5 SPECIALISTS RICK YEAGER CORROACN:ON5ULTANT RANDALL GERVIS CORROSION CONSULTANT DANIEL GROSS INTERIOR DIVE IN5PEC7- OR Beyaz & Patel Statement of Qualifications I Page 4 The Beyaz & Patel team has a long history of collaboration on potable storage facilities in California and the design of partially buried at -grade circular, and above -grade rectangular, and trapezoidal concrete tanks. We have worked together on the City of Oceanside Reservoir Repairs, Phase 3 project and successfully completed the project on time and within budget. For a list of concrete tank projects, relevant to the seismic and structural assessment of the City's concrete reservoirs, is included in Firm and Team Experience. Project Management Approach Beyaz & Patel has historically used the following integrated cost control and scheduling procedures to successfully complete projects and we believe the system aligns with the goals and objectives of the City's project. Our project manager, Subhash Patel will prepare a detailed schedule and budget for each work task and submit a project progress report to the City each month. This report will delineate any project schedule or budget variances and show the percentage of work completed by task, as well as provide outlook for work tasks expected to be accomplished in the next period. This procedure allows the project manager to properly monitor and manage projects and prevent delay. The project manager, the principal contact with the City of Santa Ana (the City), will coordinate deliverables, site visit(s) and meeting(s) to ensure that the schedule is met. Given that there are no substantial changes in scope, Beyaz & Patel is committed to the on -time delivery of each task order within budget. To ensure the project remain on course, we plan to have regular conference call meetings with the City engineer, Mr. Rosas, to discuss status, progress, and resolve any technical issues. Beyaz & Patel understands the schedule is a three-year duration with the opportunity to expand to five years. We have successfully completed complex projects under similar schedules and do not envision any problems in meeting the stated goals or timelines of this project. Quality Control System Beyaz & Patel maintains an active, effective Quality Assurance/Quality Control (QA/QC) program for all of its projects. Beyaz & Patel's overall quality process is based on a dedication to excellence, performance and service. It is our belief that a project with a quality program dedicated to excellence can only be achieved through open and timely communication with the client, in this case, the City, throughout the life of the project, with communication aimed at meeting the specified requirements established at the kick- off meeting. A formal internal review procedure will be completed at each project milestone and the primary goal is to check the adequacy of design concept and documents, apart from the day-to-day project team's involvement. The review will also offer constructive suggestions for improvement. To achieve the objectives and provide a responsive and comprehensive reservoir assessment and design, the reservoir and site conditions must be understood and key issues must be addressed. Specific issues associated with this project include: inlet piping; roof coatings; security concerns; cracking within tanks; vaults; and inspection and construction sequencing/phasing. First and foremost, we will listen and learn from the City project manager and staff to gain a full understanding of priorities, goals, and expectations. Secondly, we identify and analyze project issues early on in the preliminary design phase and address each issue systematically. e In-... ` i,w.n "p.":=---:gig,. s...m an a �s� zi9 zz , ".".,,".... Technical Approach We have put together a technical approach to work outlined in the RFP which demonstrates our understanding of the work to be accomplished. TASK I — PROJECT MANAGEMENT Beyaz & Patel Statement of Qualifications I Page 5 Develop detail work plan, including a detailed schedule of tasks, prepare monthly progress reports, track and monitor project budget and schedules, and provide overall quality assurance and control review. Beyaz & Patel and our team of subconsultants will meet with Key City staff for a project kick off meeting. We will review project requirements, identify milestones, and critical path items in accordance with the goals and objectives for the project. Beyaz & Patel will facilitate the meeting, prepare an agenda and distribute meeting minutes. We will prepare a schedule for the City's review. The schedule will be updated as required by the project. A minimum of four (4) project meetings will be scheduled throughout the project. TASK 2 — PRELIMINARY ENGINEERING SERVICES Our team will collect and review pertinent record information and documents including, geotechnical reports, as -built drawings, and the most recent dive reports and may involve working with City staff upon their availability to obtain records. TASK 3.0 - FIELD SERVICES Field services will include interior and exterior inspections of the reservoirs and investigation by structural, geotechnical, corrosion, cathodic, dive inspector, security and coating consultants. The inspections will be provided by staff and team members with AWWA and confined space entry certification. 3.1.1 Corrosion and Cathodic Protection: Our team will review existing reports, as -built drawings, and dive studies to help determine the general condition of the internal concrete, particularly on the submerged reservoir walls and floor. Conduct visual inspection of each reservoir interior after the reservoir has been taken out of service, drained, and made accessible for inspection. The results of this inspection will include: a map of obviously distressed areas on each concrete reservoir; characterization of each crack, flaw, spall or rust bleed in terms of minor, moderate and significant; Conduct coating inspection/testing of internal metallic appurtenances such as inlet/outlet piping, overflow piping, etc. Additionally, a visual inspection of the metal surfaces will be conducted and pit depth measurements and ultrasonic thickness (LIT) measurements will be taken (where required). 3.1.2 Where warranted, conduct additional non- destructive internal inspections. These inspections may include: concrete rebound/sounding test by way of a steel rod or ball peen hammer (ASTM D4580). Where dull sounds are found, the area will be marked out for further investigation and/or repair. 2.2 Concrete to rebar cover testing using a Rebar Detection System (Proceq Profometer or similar). This will help to determine how much of the concrete has been degraded and may need future repairs. 2.3 Isolated half -cell potential testing (ASTM 876) where feasible and at visibly distressed areas to determine areas of active embedded reinforcement corrosion. Note that this testing will require access to two or more areas of exposed rebar (to be provided by others) in order to confirm that the embedded rebar is electrically continuous. 2.4 pH testing of concrete to determine if concrete has potentially lost passivity. 3.2 Diving Inspections ( The dive inspection and testing required for the concrete reservoirs assumes that the tanks will be taken out of service and cleaned for the inspection and testing. Additionally, all confined space requirements (air monitor, permits, etc.) as well as ladder, entry/access, etc. (with the exception of a raft) will be provided by the City. I. External visual inspection of the exposed shell and roof 2. Internal Inspection of all surfaces including the roof underside/beams/shell/floor and all appurtenances; 3. Pit depth measurements in areas of active corrosion; 4. Damage from corrosion or other sources; 5. Measurement of sediment accumulation (sample to be taken if desired); 6. General conditions with regard to health and safety; 7. Physical evaluation of the cathodic system if present; 8. Check for evidence of earthquake damage; 9. Deficiencies in relation to current safety codes; 10. Leak testing /evaluation; 11. Remove sealant sample for testing. Sample site to be patched with NSF 61 approved epoxy (Aquatapoxy); 12. Take additional measurements as required. Our team will provide: One potable water dive team; decontamination procedure and materials; all diving equipment— diving to be performed with dedicated for drinking water only dry suits; digital still cameras and underwater strobes; Color Video Cameras and lighting; We will require from the city: All keys necessary to access the site and the roof hatches; all exterior ladders required to reach the roof; raised water levels at the time of boat inspection to allow a thorough roof evaluation. 3.3 Civil and Mechanical Inspection Our civil engineering and mechanical subconsultant, Dudek will visit each reservoir site to observe and document the condition of the exposed piping, valves, expansions joints, and associated appurtenances associated with the inlet, outlet, drain, and overflow pipes between the connection to the reservoir structure and nearest isolation valve (up to 20 feet away). Piping within on -site vaults or pumping facilities is not included in this assessment. TASK 4 — ENGINEERING SERVICES Beyaz & Patel will summarize findings in a seismic, structural and corrosion and security assessment Master Report of the concrete reservoirs. This includes the following elements: Structural and Seismic Evaluation Following completion of the field investigation, Beyaz & Patel will perform the seismic analysis for each reservoir/site to identify deficiencies as reviewed against applicable codes and standard such as CBC 2019, ACI 350 and AWWA. The seismic analysis for the liquid inside the tank will conform to AWWA D-I00, which is based on a two degree of freedom system (2DOF). The two degree of freedom refers to the impulsive and convective components in a seismic event. The impulsive component is the liquid that is constrained at the lower portion of the reservoir. The convective component is portion of liquid that is at the upper portion that sloshes. The effect of these liquids will be analyzed and the corresponding hydrodynamic stresses calculated. Peak ground accelerations (PGA's) for each reservoir site will be obtained through the location of longitude and latitude of each reservoir from Beyaz & Patel Statement of Qualifications j Page 6 USGS website. The obtained PGA's will be used for the reservoir seismic analysis to determine: a. Concrete wall horizontal/circumferential stresses and reinforcement b. Concrete wall vertical reinforcement/prestressing c. Seismic cable stress for circular reservoir d. Sloshing and freeboard e. Roof slab, floor slab and foundation Following the reservoir structural and seismic analysis, repair approaches for concrete roofs, exterior wall surfaces, interior wall and roof surfaces, interior columns and observed leakage will be developed. Corrosion Assessment After the initial corrosion assessment is complete and additional testing, if required, performed, prepare a Repair Strategy, including the budget level construction costs to mitigate existing and anticipated corrosion problems in the reservoir. The report will include a report on the conditions of the: • Coating protecting; • All steel appurtenances; • Inlet/outlet; • Overflow and drain piping; • Replacing coatings including corroded metal appurtenances with fiberglass; Polyethylene; PVC; Polypropylene or FRP appurtenances; and/or adding cathodic protection as needed. Security Assessment Our subconsultant Triad Consulting, will conduct a security assessment of City of Santa Ana concrete potable water reservoirs listed in the RFP document. The assessment will follow guidance provided by ASCE/AW WA Guidelines for the Physical Security of Water Utilities and ANSI/AW WA G430: Security Practices for Operations and Management. Specific tasks include: Meet with City of Santa Ana Water security stakeholders to discuss the security program in place, standards, identified issues, etc.; Site survey the potable water reservoirs listed in the RFP document for adequacy of existing physical and electronic security; Upon delivery of security assessment recommendations report, Triad Consulting will discuss findings and recommendations in a debrief meeting with Santa Ana Water security stakeholders. SUMMARY REPORT Provide a summary report, presenting results of the technical analysis and preliminary studies including the following. a. Field investigation notes b. Results of diver inspections C. Preliminary plans showing: I. Record drawings annotated with locations in extents of cracks and other structural repairs 2. Site plans defining various implements envisioned for each location 3. Preliminary details of new piping, repairs to appurtenances and replacement of same where needed. d. Structural analyses and alternatives for seismic and structural retrofit requirements e. Recommendation of any reduction of water levels and roof loads prior to repairs are accomplished f. Proposed requirements for coatings and cathodic protection systems g. Recommendations for building structure and other strategies from constructability review input h. Updated project schedule, including construction phasing and durations i. Engineers Opinion of Probable Construction Costs j. If upgrade to reservoir is not economically practical, provide constructability of newly proposed storage facility and preliminary cost associated with any newly proposed facility. Provide hard copies of draft report for City review. It is assumed that City will compile its comments into a single set with any conflicting comments resolved. Beyaz & Patel will compile its comments into a tabular form and provide written responses to comments. Provide hard copies and PDF digital copy for the final report. FINAL DESIGN Geotechnical Report. Beyaz & Patel's licensed geotechnical subconsultant will conduct geotechnical reconnaissance and prepare geotechnical report where required. I. Plans. Prepare construction drawings for the proposed reservoir repairs. The design will include civil, mechanical and structural drawings. Annotated record drawings from the site assessments will be formulized to provide definition of types and extents of structural and crack repairs and other repair or installation work. Separate plan sets will be developed for each site/reservoir, but will be developed to facilitate combining reservoirs with like features into packages. Plans will be prepared using AutoCAD and conformed to City's drafting standards. 2. Technical Specifications. Prepare technical specifications for the construction of the proposed reservoir improvements. Specifications will be prepared in CSI format. Incorporate City's standards as applicable. 3. Final Cost Opinion. Prepare final detail opinion of probable construction cost for the project Any opinion of the construction cost prepared by Beyaz & Patel represents its judgment as design professional and is supplied for the general guidance of City. 4. Design Review Submittals. Provide submittals to the City for review and comments at the 90% level of completion. Information developed during assessments and technical studies will constitute between a 30% and 50% submittal. S. Final Submittal. After incorporation of the City review comments, prepare one (1) set of final stamped and signed originals of the construction documents. 6. Bid Phase Services • Attend prebid conference for each phase • Respond to contractors questions • Prepare one (1) technical addendum per phase • Assist City on the award of the contract Beyaz & Patel Statement of Qualifications j Page 7 7. Construction Support Services. 3. Assistance with public participation and communications, • Respond to RFIs including planning and participation in public outreach • Review submittals programs, attendance to public meetings and workshops, • Attend construction meetings when requested etc. • Prepare as -built drawings 4. Planning, analysis or design of additional or alternative facilities. TASK 5 — ADDITIONAL ENGINEERING SERVICES 5. Construction phase services such as office and field If requested by the City, Beyaz & Patel will provide following engineering support, field observation, construction additional services, beyond the services included in the scope. contract administration, change order review and processing, etc. I. Attendance to additional meetings beyond those 6. Any additional project related services not specifically specifically identified in the scope. included in the scope. 2. Environmental services, including environmental reviews, analysis or studies, permit preparation and processing, attendance to public hearings, etc. Beyaz & Patel Statement of Qualifications I Page 8 Relevant Projects Completed in the Last Five Years The Beyaz & Patel's team has >>, ls.'LCUOn Sdi rJi :-)I i; rvDw rD:)f r-cn Recent projects (within the last five years) are detailed below and the services that were provided are similar to those detailed in the RFP. We feel these projects demonstrate our team's extensive qualifications managing reservoir study and design phase services. A summary table follows with the project, staff and services that the Beyaz & Patel team has provided on similar projects. More detailed project descriptions follow and include references. Project Name in Photo Agency Name w t^ c e c a Contact and Phone Team ilem6en9 E eo m� E w o u v y v Q m E c � u c" m ai o. w ii= w H > Project• Date • Hills ReservoirNo. I Seismic Evaluation. Design (2018) BEYAZ & PATEL City of Oceanside Subhash Patel, PE, SE Greg Keppler, PE, QSD Lead Structural Engineer Engineering Project Manager Gary Ho, PE, SE, (now with) Vista In igation Senior Structural Engineer 6 6 6 6 & District DUDEK (760) 597-3136 Neil Harper, PE Project Manager After completing a condition and seismic assessment of the Morro Hill Reservoir No. I as a subconsultant to Dudek, it was determined that seismic retrofits and structural repairs were needed to minimize earthquake vulnerability and ensure the safety, security, and reliability of the City of Oceanside's water supply. Services provided by Beyaz & Patel for the Morro Hills No. I —an above ground, 5.0 MG prestressed concrete reservoir included structural engineering analysis to define additional details specific to the site, apply site specific parameters from the geotechnical investigations, and develop design alternatives and final detailed design for structural repairs and upgrades. Analysis included structural calculations to assess the seismic resistance and code compliance and finite element analyses to optimize the structural design. Final design included a complete seismic retrofit of the reservoir. Structural deficiencies included a lack of seismic cable, circumferential hoop overstress, dome roof ring girder overstress, extensive concrete cracking on roof slab, and extensive concrete cracking on floor slab. The retrofit addressed these deficiencies by adding seismic cables to address the overturning coverings, adding to wire strands to wall and roof ring girder to mitigate hoop overstress, and repairs to the concrete cracks in the roof and Floor slab. 3.0 MG Heme Hills Reservoir• . Retrofit (2018) BEYAZ & PATEL City of Oceanside Subhash Patel, PE, SE 4 Greg Keppler, PE, QSD Lead Structural Engineer Engineering Project Manager Gary Ho, PE, SE, ♦ • ♦ • • (now with) Vista Irrigation Technical AdviserlQA District DUDEK (760) 597-3136 Neil Harper, PE Project Manager Beyaz & Patel provided structural engineering services, as subconsultant to Dudek, to the City of Oceanside under for a 3.5 MG pre -stressed concrete, 50-year-old dome structure with painted gunite covering the walls. Subhash supervised the tasks involved with the structural engineering analysis, reviewed and approved details specific to the site, reviewed site -specific parameters from the geotechnical investigations, aided in the development of design alternatives and delivered the final detailed design for seismic retrofit repairs and upgrades. Beyaz & Pate( Statement of Qualifications I Page 9 5.5 MG Sand Hill Reservoir No. 2 Roof Study and Replacement (On -going) City of Menlo Park Morad Fakhral Senior Project Manager (650)330-6600 Gary Ho, PE, SE, Project Manager Subhash Patel, PE, SE Technical Advisor/QA Dr. Hui Wu, Structural Engineer The Sand Hill Reservoir No. 2 Roof Replacement, Design and Engineering Services for Construction, Plans, Specifications & Cost Estimates addresses the City of Menlo Parks' decaying water storage infrastructure and helps the City increase system reliability. Beyaz & Patel, as the prime consultant, provided project management, addressed all project concerns and delivered final construction drawings, including plans, specifications and cost estimates. Gary He, PE, SE, City of San Carlos Lead Structural Engineer Robert Weber, PE Subhash Patel, PE, SE Project Manager Principal Structural Engineer (858) 413-2400 Dr. Hui Wu, Structural Engineer Beyaz & Patel provided the structural design for two 0.4 MG circular above -ground prestressed concrete tanks. One tank is 48 feet in diameter and 31 feet tall and the other tank is 50 feet in diameter and 31 feet tall. Vista Irrigation District Brian Smith Vista Irrigation District (760) 597-31 16 BEYAZ & PATEL Subhash Patel, PE, SE Lead Structural Engineer Gary Ho, PE, SE, Senior Structural Engineer DUDEK Neil Harper, PE Project Manager Beyaz & Patel provided structural services, under the project management of Dudek, for the design of a new 5.3 MG partially buried circular prestressed concrete reservoir, control valve and pressure reducing station vault. Work included review of the geotechnical report prepared by the geotechnical consultant; preparation of detailed structural drawings and details; determination of the structural elements of the reservoir outlet sump; preparation of the structural calculations for the project; review of the accuracy of the technical specifications provided by the client; and preparation of 30%, 90%, and 100% design drawings. During construction, on an as needed basis, reviewed structural submittals, and provided technical support and on -site construction observation services. City of Los Angeles Department of Water and Power Joseph Resting, PE Civil/Structural Design Manager (213) 367-0937 Subhash Patel, PE, SE Lead Structural Engineer Gary Ho, PE, SE, Senior Structural Engineer Dr. Hui Wu, Structural Engineer Beyaz & Patel is providing structural engineering services for the seismic retrofit of the Chlorination Station roof and interior ceiling. Preliminary structural analyses showed that the roof diaphragm and interior plaster lath ceiling would be overstressed in an earthquake. The seismic evaluation is being performed to determine the structural retrofit requirements needed to protect the chlorination equipment Beyaz & Patel Statement of Qualifications I Page 10 Project References from Work Completed in the Last Five Years Lls:0f I5J `r CS 0Is, a,,, pc-5>_nE, fJI''Nn. DIT, vv^ ill'1 O �Isrfld- y —Appendix ATTACHMENT 3: REFERENCES List and describe fully the contracts performed by your firm which demonstrate your ability to provide the supplies, equipment or services included in the scope of the proposal specifications. Attach additional pages if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Customer Name: Marro Municipal water District Contact Individual: Carl Gowan Address: 220 Nellen Avenue Phone Number: (415) 945-1577 Coge Madera, CA 94925 Contract Amount: $327,322.00 Facsimile Number: (415)94S-1599 Year: Description of supplies, equipment, or services provided 4.0 MG Forbes W1 Reservoir Study. PDR, and Design Reference Customer Name: City of Oceanside Contact Individual: Greg I:epplerinow with Vista Imgation District; Address: 300 North Coast Hwy Phone NumbeC (760) 597-3136 Oceanside, CA 92054 Facsimile Number: (760)597-2632 Contract Amount: $284.97500 Year: 2018 Description of supplies, equipment, or services provided: Reservoir Repairs, Phase 3 consisted of the seismic evaluation, retrofit design and construction services for 12 potable reservoirs. Reference Customer Name: City of Menlo Park Contact Individual: Monad ekhral Address: 701 Laurel St. Phone Number, 16501330-6763 Menlo Park, CA 94025 Facsimile Number: (650)327-5497 Contract Amount: $82,795.00 Year: 2019 Description of supplies, equipment, or services provided: Sand Hill Reservoir No. 2 Roof Replacement Evaluaton, Analysis, and Final Design THIS AND City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair services Page 20 of 35 Certifications Non -Collusion Non -Lobbying Non -Discrimination NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his .or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note; The above Non -collusion Affidavit is part of the Proposal. BIDDERS are cautioned that making a false certification may subject the certifier to criminal prosecution. Signed S tJ ta� � \/ � A notary public or other g /` oCttitteata vsrlfios on eting this of the State of California ceStiOate Iattached, and not the document. 800uraCy, of validity of that document. County of Sf rV E'er Subscribed and sy�+orn to (or affirmed) before me on this day of 1�, 20lI, by .5ttOHASY fitl�t proved to me on the basis o satisfactory evidence to be the person(A) who appeared before me 'bt CkI �L — Notar Public Signature Notary Public Seal ELIZABETH L. BLOOM Notary Public - Calfornia - San Diego County Commissfan P 2291507 My Comm, Expires Jul 1, 2023 J City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair Services Page 27 of 36 CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NON -LOBBYING CERTIFIGATION The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of theundersigned, to any person for influencing or attempting to Influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-G1-L, °Disolosure of lobbying Activities," in conformance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S, Code, Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure_ The prospective participant also agrees by submitting his or her bid or proposal that he or she shalt require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subreciplents shall certify and disclose accordingly, Signed., Title: President Firm: Beyaz & Patel, Inc. Date: November 14, 2019 City of Santa Ana>- RFP 19-032 Emergency Water and Sewer Repair Services Page 1: of 35 CITY OF SANTA ANA RFP NO,; 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NONDISCRIMINATION CERTIFICATION The undersigned Consultant or corporate officer, during the performance of this contract, certifies as follows; The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion; sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following. employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment, 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized In Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor; or as otherwise provided by law. City of Santa Ana -'RFP `E9.032 Emergency Water and Sewer Repair Services. Page 29 of 35 CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as moans of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a subContractor or Consultant as a result of such direction by the administering, agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States, 8 Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, no discrimination shall be made In the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any Consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter, Signed: c'LQ .Y. �� Title: —_ President Firm: Beyaz & Patel, Inc. Date: November 14, 2019 City of Santa Ana . RFP 19-032 Emergency Water and Sewer Repair Services Page 30 of 36 Resumes of Team Members Beyaz & Patel Subhash Patel, PE, SE Project Manager and Primary Contact Gary Ho, PE, SE Technical Advisor/QA Dr. Harry Hui Wu Structural Engineer and Secondary Point of Contact Dudek Neil Harper, PE Lead Civil Engineer Amanda Coombs, PE Civil Engineer RF Yeager Engineering Rick Yeager Lead Corrosion and Cathodic Engineer Randall Gervis Corrosion and Cathodic Engineer Triad Security Consultants Rick Withers Lead Security Consultant Dive/CORR, Inc. Daniel Gross Lead Dive Inspector Beyaz, &nPatel Subhash Patel, PE, SE Structural Engineer Education Mr. Patel has over 35+ years of experience providing structural engineering services for M.S., Structural on water and wastewater infrastructure. He has worked on water storage projects Engineering, University throughout California, including, prestressed concrete tanks and reservoirs, pump of California, Berkeley, stations, drainage, piping and appurtenances. He has substantial experience managing all project phases— predesign, design, bid, and construction. As the project manager, 1972 Subhash is responsible for our entire project team. He will coordinate and B.E., Civil Engineering, communicate with the City's project manager; schedule, budget; allocate resources, University of Baroda, assess, analyze, provide input, constructability, and biddability review; manage India, 1970 construction support services; and assure all deliverables receive a thorough quality control review. Registrations Professional Record Structural Engineer, 1.0 to 5.0 MG Reservoir Repairs Phase 3, City of Oceanside, California. Managing California, No. 54233 structural engineer for condition assessment, seismic evaluation, and rehabilitation of Civil Engineer, nine prestressed concrete reservoirs and one steel reservoir ranging in size from 1.5 California, No. C53540 MG to 5.0 MG. The work in Phase 3 included site investigations, condition assessment, and seismic evaluations. The reservoirs are above -ground and partially buried Professional Engineer reservoirs. The prestressed concrete reservoirs show evidence of coating deterioration, (Civil, Structural), shotcrete cover spalling, prestressed wire corrosion, and surface cracks. Washington, No.49115 Sand Hill Reservoir No. 2 Roof Replacement, City of Menlo Park, Menlo Park, Affiliations California. Technical Advisor/QA providing roof -replacement design and engineering guidance for a reservoir roof that was at the end of its useful life. It had started sagging Structural Engineers and water was ponding on the flat roof of the trapezoidal reservoir. Structural Association of San connections and joist were coming loose and water was penetrating through the roof Diego causing the wood to rot. Dr. Wu provided seismic evaluation and analysis services, American Society of identified design alternatives, and assisted in the preparation of the final design for the Civil Engineers new roof construction including installation of new mixers in Sand Hill Reservoir Nos. 1 and 2. 1.0 MG Forebay Tank, County of Los Angeles Department of Water and Power, Kern County, California. Managing structural engineer for design of the partially buried forebay tank, a 110-foot diameter, 22-foot tall circular prestressed concrete tank with an operating capacity of 1.0 MG. The tank includes a sump at the bottom to reduce the minimum water depth in the tank to maintain submergence over the pump intake. 5.3 MG "E" Reservoir, Vista Irrigation District, Vista, California. Managing structural engineer for design of a new 5.3 MG partially buried circular prestressed concrete reservoir, control valve and pressure reducing station vault. Work included review of the geotechnical report prepared by the geotechnical consultant; preparation of detailed structural drawings and details; determination of the structural elements of the reservoir outlet sump; preparation of the structural calculations for the project; review of the accuracy of the technical specifications provided by the client; and preparation of 30%, 90%, and 100% design drawings. During construction, on an as needed basis, reviewed structural submittals, and provided technical support and on - site construction observation services. Resume of Subhash Patel, PE, SE (Continued... 30-MG Miramar Clearwell No. 2 Reservoir, City of San Diego, San Diego, California. Managing structural engineer for a seismic evaluation and structural condition assessment of Clearwell No. 2 Reservoir, an all - concrete 30 mg rectangular covered reservoir that was constructed in 1974. Conducted a preliminary seismic analysis based on Seismic Zone 4, using the 1997 UBC, ACI 350, and NEHRP standards. Two options were considered for retrofitting the reservoir along with order -of -magnitude cost estimates and retrofit recommendations. 7.5 MG Middlefield Open -Cut Reservoir, Alameda County Water District, Fremont, California. Principal structural engineer for the seismic evaluation and retrofit of the 39-year-old 7.5 MG below grade open -cut rectangular concrete reservoir, and replacement of the existing wood roof with new steel metal deck. Reviewed all existing available information, inspected the existing reservoir roof, evaluated the cost effectiveness of different alternatives, and prepared a report recommending the most appropriate system for the roof and modifications of the support system. After acceptance of the report by the District, prepared Contract Documents for the project. 7.7 MG Tierrasanta Storage Tank Project, City of San Diego, California. Managing structural engineer for complete structural design of a 7.7 MG partially buried prestressed concrete reclaimed water storage reservoir. Dekoven Tank Replacement Project, Mid -Peninsula Water District, Belmont, California. Structural engineer for the replacement of two steel water tanks in a tightly -pocketed and seismically sensitive area hillsides north of South San Francisco, Will also be providing services during construction. 1.0 MG Eleventh Street and 1.0 MG Zuni Potable Water Storage Reservoirs Upgrade, City of Del Mar, Del Mar, California. Principal structural engineer for a feasibility study relative to the seismic upgrade of the 60-year- old partially below grade circular concrete 1.0 MG Eleventh Street and 1.0 MG Zuni potable water storage reservoirs. The work involved stress analyses using computer programs, making a comparative investigation of the pros and cons of the strengthening methods, preparing the final design and detailed drawings, and designing technical specifications for the construction work. 0.46 MG and 0.7 MG Grossmont No. 1 Tank, Helix Water District, La Mesa, California. Managing structural engineer for seismic analysis of the existing 0.46 MG reinforced concrete tank. Conducted field investigation and evaluation of the tank to determine forces on critical components and connections due to maximum credible and maximum probable earthquakes. Seismic forces were determined from review of existing plans and specifications, and by site visits. Also followed AWWA standards and utilized computer programs to analyze the tank and to identify deficient structural elements. Areas analyzed included the tank wall, roof structure, columns and footings. Subsequently, provided structural engineering services for design of a new 0.7 MG 70-foot-long by 50-foot-wide partially buried, cast -in -place reinforced concrete storage reservoir. 21.0 MG Alvarado Reservoirs, City of San Diego, California. Managing structural engineer for design, drawings and specifications, and construction support services for modification and expansion of the Alvarado Water Treatment Plant, including the structural design of two new 2.1.0 MG underground prestressed concrete reservoirs. 0.75 MG California Water Tank and Pump Station, City of Redwood City, California. Managing structural engineer for design of the 80-foot-diameter, 24-foot-tall 0.75 MG circular above ground prestressed concrete tank and pump station. The tank was designed for site specific seismic parameters. Seismic Retrofit of Two Reinforced Concrete Tanks, California Water Service, San Carlos, California. Structural engineer for a design build project in the highly seismic area of San Carlos. Project involved a seismic retrofit of two prestressed concrete water reservoirs and a pump station. 2.0 MG and 4.0 MG Fairfax Transmission Line Water Storage Project, Marin Municipal Water District, Corte Madera, California. Managing structural engineer for predesign of three treated water storage tanks. The predesign considered two 2.0 MG prestressed concrete tanks or steel tanks (including buried and exposed sites) at the Ross Reservoir site, and one 4.0 MG prestressed concrete tank (including buried and exposed sites) at one of two potential sites. Gary Ho, PE, SE - ,y Project Manager Education Mr. Ho has over 30 years of experience in structural engineering, design, M.S., Structural and earthquake engineering on water storage, conveyance and Engineering treatment, including reservoirs, tanks, and appurtenances. His extensive University of California experience in structural evaluation, seismic review, and risk analysis, Berkeley, 1976 including probabilistic risk assessments of structures has granted him work with some of the state's largest agencies and private companies. Mr. B.S., Civil Engineering, Ho manages complex design projects involving multiple disciplines. Many University of California, applaud his efforts to simply and streamline such efforts. He lends his Berkeley, 1974 structural expertise to agencies on condition assessment and value engineering studies, and is recognized for his work on concrete reservoirs Registrations and digesters with East Bay Municipal Water District. As technical adviser he will manage the technical review of all deliverables and provide his Structural Engineer, input on management, design, and constructability as well as other California 52534 aspects of the reservoirs project. Civil Engineer, Professional Record California C30496 Forbes Hill Reservoir Cover Replacement Design, Marin Municipal Water District, Corte Madera, California. Managing the design and Affiliations preparation of contract plans and specifications for a new roof structure American Concrete and replacement liner for Forbes Hill Reservoir. The work includes the Institute removal of the existing floating cover and liner, design of a new multi - span aluminum roof structure, design of a new CSPE geomembrane liner American Institute of Steel system, and site/civil design. Construction Reservoir Repairs Phase 3, City of Oceanside, California. Senior structural engineer for condition assessment, seismic evaluations, and Concrete Reinforcing Steel rehabilitation of nine prestressed concrete reservoirs and one steel Institute reservoir ranging in size from 1.5 MG to 5.0 MG. The work included site investigations, seismic assessments per AWWA D110 Standards, and Structural Engineers development of retrofit schemes. The reservoirs are above -ground and Association of Northern partially buried reservoirs. California Reservoir Design Manual, East Bay Municipal Utility District, Oakland, California. Co-author of the personnel reservoir design manual Western Construction for East Bay Municipal Utility District. The manual established the Consultants minimum requirements to be followed in the design of East Bay Municipal Utility District potable water reservoirs. The Design Manual was for use of all engineers working on District reservoir projects, and focused on the major tasks and activities involved in the design conventionally reinforced concrete, prestressed concrete reservoirs, steel and open and cut reservoirs and related structures. Los Angeles/Kern County Recycled Water Project, Phase II - Pump Station, County of Los Angeles Public Works Department, Kern County, California. Principal structural engineer for the structural design of reinforced masonry pump station building. Produced the calculation spreadsheets for the detail analysis and design of the pump station. Performed seismic and wind analysis. Hui "Harry" Wu Structural Engineer Education Dr. Wu is an experienced structural engineer and for the last three years has worked PhD, Structural exclusively on water and wastewater infrastructure projects including water storage. He Engineering, University is an expert in earthquake resistant design of structural systems (reinforced concrete, of Southern California, masonry, steel, and wood), tilt -up structural design, seismic retrofit design of structures, Los Angeles, California structural analysis, finite element analysis. Dr. Wu is also well versed in industry standard MS, Structural modeling programs used in structural engineering and an encyclopedia of current Engineering, Tsinghua building code requirements for reinforced concrete: ACI 318-14, for Steel AISC 360-16, University ASD, LRFD Manual, and IBC-2015, CBC-2016, ASCE 7-16. He performs large scale seismic BS, Structural testing of structural components and assemblies in reinforced concrete and steel. Engineering, Beijing Professional Record Institute of Civil Engineering and Morro Hills Prestressed Concrete Reservoir Construction Phase Services, City of Architecture, Beijing, Oceanside, Oceanside, California. Structural engineer for one of nine projects for the China City of Oceanside Reservoir Repairs contract. Services included structural engineering analysis to define additional details specific to the site, apply site specific parameters Registrations from the geotechnical investigations, and develop design alternatives and final detailed PE, Civil Engineering, design for structural repairs and upgrades. California No. C68210 Seismic Retrofit of Two Reinforced Concrete Tanks, California Water Service, San Affiliations Carlos, California. Structural engineer for a design build project in the highly seismic Concrete Reinforcing area of San Carlos. Project involved a seismic retrofit of two prestressed concrete water Steel Institute reservoirs and a pump station. Sand Hill Reservoir No. 2 Roof Replacement, City of Menlo Park, Menlo Park, Expertise California. Structural engineer providing roof -replacement design and engineering Earthquake resistant services for a reservoir roof that was at the end of its useful life. It had started sagging design of structure and water was ponding on the flat roof of the trapezoidal reservoir. Structural systems (reinforced connections and joist were coming loose and water was penetrating through the roof concrete and causing the wood to rot. Dr. Wu provided seismic evaluation and analysis services, masonry) identified design alternatives, and assisted in the preparation of the final design for the Seismic retrofit new roof construction including installation of new mixers in Sand Hill Reservoir Nos. 1 design of structures and 2. Structural analysis, LA Reservoir Ultraviolet Disinfection Plant, City of Los Angeles, Department of finite element Public Works, Los Angeles, California. Structural engineer for the structural design of a analysis steel -framed building with lateral force -resisting system subjected to site -specific seismic spectrum and code -specified wind force. Provided the structural design for other Large scale seismic structural components including RC slab, trenches, valve vaults, return sumps, and trunk testing of structural line encasements considering static and dynamic soil pressure and buoyancy. components and assemblies of Dekoven Tank Replacement Project, Mid -Peninsula Water District, Belmont, reinforced concrete California. Structural engineer for the replacement of two steel water tanks in a tightly - pocketed and seismically sensitive area hillsides north of South San Francisco. Will also Telephone be providing services during construction. (828) 376-3410 As -Needed Structural Design Services, Eastern Municipal Water District, Perris, Email California. Structural engineer for as -needed task orders including a condition hwu@beyazpatel.com assessment at the Hemet Water Reclamation Plant for a cracked beam and loading dock roll -up door. Beyaz & Patel Resume of Dr. Hui "Harry" Wu (continued... Reservoir Repairs Phase 3, City of Oceanside, Oceanside, California. Structural engineer for construction services for the seismic evaluation, and rehabilitation of nine prestressed concrete reservoirs and one steel reservoir ranging in size from 1.5 MG to 5.0 MG. The work in Phase 3 included site investigations, condition assessment, seismic evaluations. The reservoirs are above -ground and partially buried reservoirs. The prestressed concrete reservoirs show evidence of coating deterioration, shotcrete cover spalling, prestressed wire corrosion, and surface cracks. University Heights Steel Water Tower, City of San Diego, San Diego, California. Structural engineer for a seismic evaluation and assessment for an elevated steel water tower with an overall height of 142.5 feet and supported on twelve steel built-up columns. Mr. Ho analyzed the structural integrity of the water tower to conform to current code requirements and recommend improvements to rehabilitate the structure. Highland Park Reservoir Access Improvements, City of Los Angeles, Los Angeles, California. Structural engineer for the design of the chlorine analyzer pad and retaining wall for a prestressed concrete tank supplying the Mullholland Fountain. East Compton Prestressed Concrete Reservoir and Booster Pump Station, City of Los Angeles, Downey, California. Structural engineer for program management services for the design build of a prestressed concrete reservoir and pump station project for a water company. Lafayette Reservoir Outlet Tower Seismic Retrofit, Lafayette, California. Structural engineer for the seismic retrofit of the concrete Outlet Tower. The tower will be retrofitted to meet the current DSOD seismic criteria. Master Agreement for Professional Engineering Services at the Regional Water Pollution Control Plant, City of San Jose, San Jose, California. Structural engineer for various WPCP projects, including an emergency diesel generator, Pond A-18 South Gate Structure Condition Assessment, digester gas compressor, and fuel cell foundation platform. "D" Street Water Tower Seismic and Physical Integrity Evaluation, City of Madera, Madera, California. Structural engineer for project that involved a condition assessment of the existing water storage tower, a seismic and physical integrity evaluation at its present location, development of seismic strengthening measures, as required, to meet current building codes, and the evaluation of the feasibility of each aforementioned alternative. The project also includes preparing a Preliminary Design Report documenting all findings and recommendations. Iron Mountain Pumping Plant Switchyard, Head Gates and Auxiliary Power Rehabilitation Program, Metropolitan Water District of Southern California, Poway, California. Structural engineer for the lining removal and placement of concrete canal panels and fiber reinforced concrete reservoir liner, repairing siphon headwalls, replacing chain link fence, constructing two concrete pads, constructing one access ramp, and appurtenant work. Dr. Wu provided a review of the plans, structural engineering services, and preparation of the electrical drawings. Greg Ave Pressure Control Structure -Pump Modifications and New Control Building, Metropolitan Water District of Southern California, Sun Valley, California. Senior structural engineer providing the design of the control building at the existing pump station. The control building includes an electrical room, I&C room, workshop, restroom, and mechanical rooms. Dr. Wu reviewed available background document, provided design and specifications, probable cost estimates, and will provide bid support during construction. Main Wastewater Treatment Plant Digester Upgrade Project, Phase 3 Design Services, East Bay Municipal Utility District, Oakland, California. Structural engineer for life/safety improvements to prestressed concrete digesters including development of design criteria for modifications to larger manways. Neil Harper, PE Project Manager Neil Harper is a professional engineer with 19 years of experience in project management, engineering, planning, design, and construction support services for a variety of municipal and public agency projects. Specific areas of practice include water, wastewater, and water reuse systems. Mr. Harper's relevant experience includes water distribution and treatment facilities, pumping facilities, and reservoirs. He successfully manages projects and communicates regularly with clients to develop a thorough understanding of the project and the client's needs. Mr. Harper focuses on tracking project milestones and their relation to the project schedule and budget, allowing for ongoing knowledge of the project status. Project Experience Seismic Evaluations and Preliminary Design for 23 Reservoirs, San Bernardino Municipal Water Department, San Bernardino County, California. Served as project manager, responsible for project to perform seismic evaluations and full analysis of 23 reservoirs and preparation of a technical memorandum. As part of our work, Dudek team members met with Water Department engineering and operations staff to identify operational constraints for each reservoir. The 12 steel and 11 concrete Education California Pot vtechnic State University. San Luis Obispo BS. Bio-Resource and Agricultural Engineering. 1999 Certifications Professional Civil Engineer (PE). CA No. C63288 Professional .Affiliations American Society of Civil Engineers Orange County Water Association reservoirs ranged from 0.1-MG to 10-MG of storage capacity. Analysis for each resevoir included a review of existing drawings and other available docuemnts, field investigations to review the existing condition of each reservoir, reviewing inspection records, and completing structural/seismic analyses in accordance with the 2010 CBC, ACI 350, and other governing code requirements. We developed multiple alternatives and conceptual repairs for each reservoir that included estimated construction costs and repair durations for each reservoir. Our findings were memorialized in a technical memorandum and allowed the Department and Dudek to collaboratively select and package 13 of the reservoirs into 3 separate design packages. Design of Seismic Repairs and Upgrades for 13 Reservoirs, San Bernardino Municipal Water Department, San Bernardino County, Calffomia. Following the seismic evaluation and preliminary designs of the 23 reservoirs, served as project manager for Phase 2 of the project which involved design of the upgrades for 13 of the reservoirs that was split into 3 separate bid packages. Each bid package was comprised of 3 submittals (75%, 100% and Final) which entailed construction drawings, specifications, bid documents, and an engineer's cost estimate. The 13 reservoirs selected for design upgrades were collaboratively chosen by the San Bernardino Municipal Water Department and Dudek based on the estimated cost and perceived urgency of the upgrades, estimated construction durations/outages of the reservoirs, water system operational constraints and phasing, and reservoir construction type (concrete or steel). Page 1 DUDEK Morro Hills No.1 and 2 Reservoir Repairs and Booster Pump Station, City of Oceanside, California. Served as project manager for the detailed design of repairs to an existing 5.0-MG prestressed concrete reservoir and a 5.0- MG welded steel reservoir on a common site. Improvements to the reservoirs included replacing piping, buried and exposed valves, and appurtenances, adding inlet and outlet flow meters, and recoating. In addition, the prestressed concrete Morro Hills No. 1 reservoir required repairs of concrete spelling and cracks, rewrapping of and anchorage to address seismic deficiencies, and a new underdrain system. To accommodate the seismic retrofit, removal and replacement of the inlet/outlet vault and Morro Hills booster pump station was required. The new BPS consists of three 60-hp multi -stage vertical pumps with a design capacity of 1.5-MGD at 320-foot TDH. The pump station includes an emergency generator and water quality instrumentation and was designed to the City's specifications for architecture and O&M access to the pumps and appurtenant electrical and control equipment. The project also included various site grading, drainage, and fencing improvements. 13.4MG Goetz Road Tank, Eastern Municipal Water District, City of Perris, Riverside County, California. Served as project manager for the preliminary and final design of a 13.4-MG pre -stressed Type 1 concrete tank. Other design features on the tank site included 30-inch CML&C steel inlet and outlet piping, an altitude valve and check valve vault, reservoir mixingsystem, and chloramination boostingfacility, site gradingto partially conceal the tank and addressing site drainage for approximately 100-cfs that naturally drained through the site. The project also included hydraulic analyses to size the 30-inch transmission main and an alignment analysis that used a matrix rating system which scored each alignment in 10 different categories. 10.6-MG Roof Repairs and Rehabilitation for Dearborn Reservoir, City of Redlands, California. Served as project manager, responsible for engineering design services (preliminary design, final design, bidding period, and construction support services) for rehabilitation of their 10.6 MG Dearborn Reservoir. Initially, the City was advised that replacing the pre -stressed roof was required but did not have sufficient budget. The Dudek team reassessed the roof and developed a roof rehabilitation and repair alternative that was 50% of the cost of the City's original budget and 25% of the replacement cost for a new roof. The solution included fiber reinforcement of the cracked roof surface over the columns, new concrete drop panels, concrete jacketing the columns, enlargement of the concrete column footings, adding a concrete curb at the wall/floor interface to meet sheet the shear requirements of the current code, fiber reinforcement of the roof support beam that supported the two roof diaphragms, and miscellaneous repairs to the roof edges. Dudek prepared construction documents (drawings, specifications, bidding forms, and an engineer's estimate) for the reservoir's roof rehabilitation and repair. Ogden Reservoir, San Bernardino Municipal Water Department, City of San Bernardino, San Bernardino County, California. Served as project manager for design of a 12.0-million-galion (MG) pre -stressed concrete reservoir, site piping, and appurtenances. The reservoir had to be designed to float with the other reservoirs in the 1416 Zone, serve as a forebay for the Ogden pump station which mandated raising the floor considerably, and minimize grading and disruption to the existing site facilities and adjacent structures and utilities in Ogden Street. Preliminary design activities included optimization of the site and maximizing the storage volume of the reservoir while not disturbing the recently constructed on -site facilities such as the 18,000-gpm booster pump station, 36- inch transmission main piping/valving/appurtenances, percolation basin and the 12kV switchboard, electric feed and SCE transformer. To accomplish this, extensive coordination between the structural engineer, geotechnical engineer and ON Tanks was required to minimize over -excavation, shoring and project construction costs while achieving the other project objectives. Burruel Reservoir Upgrades, City of Anaheim, Orange County, California. Served as project manager for preliminary design, final design, and construction support services for miscellaneous upgrades and recoating (including lead paint removal/abatement) of the 0.75-MG steel reservoir. Upgrades to the reservoir and site included piping, valving, enlargment and replacement of the roof hatch, safety upgrades (handrailing, lighting, and signage), replacement of the interior ladder, and site repaving. Page 2 Amanda Combs, PE Lead Engineer Amanda Combs is a project manager with 19 years' experience leading high quality water and wastewater projects, from conceptual planning, preliminary design, and final design, to construction -phase services for pipelines, pump stations, water storage, and treatment plants. Pro-ject Fxperief1Ce Morro Hills No. 1 and 2 Reservoir Repairs and Booster Pump Station, City of Oceanside, California. Lead engineer for the design of repairs to an existing 5.0-MG prestressed concrete reservoir and a 5.0-MG welded steel reservoir on a common site. Improvements to the reservoirs included replacing piping, valves, and appurtenances, adding inlet and outlet flow meters, and recoating. In addition, the prestressed concrete Morro Hills No. 1 reservoir required widening of the footing, rewrapping and anchorage to address seismic deficiencies. To accommodate the seismic retrofit, removal and replacement of the inlet/outlet vault and Morro Hills booster pump station was required. The project also included various site improvements. Hanle Hills and John Paul Steiger Reservoir Repairs, City of Oceanside, California. Lead engineer for the design of various interior and exterior repairs to two 3.0-MG prestressed concrete reservoirs. The Henie Hills reservoir required various improvements to address seismic deficiencies, including widening of the footing, rewrapping, and anchorage. In addition, a new concrete floor was constructed to address leakage from the deteriorated 3-inch gunite floor. Other Education Virginia Polytechnic Institute and State University MS. Environmental Engineering. 2001 Virginia Polytechnic Institute and State University BS, Civil/Environmental Engineering, 1998 Certifications Professional Civil Engineer, CA No. 6 728 7 improvements at both sites included new vault piping, valves, and appurtenances, addition of flow meters, and electrical upgrades. The John Paul Steiger site required grading and both on -site and off -site storm drain improvements as well. 13.5-MG Goetz Road Tank, Eastern Municipal Water District, City of Perris, Riverside County, California. Project engineer for the preliminary and final design of a 10-MG prestressed Type 1 concrete tank. Other design features on the tank site included 30-inch CML&C steel inlet and outlet piping, an altitude valve and check valve vault, reservoir mixing system, and chloramination boosting facility, site grading to partially conceal the tank and address site drainage for approximately 100-cfs that naturally drained through the site. Fire Mountain Recycled Water Reservoir and Pump Station, City of Oceanside, California. Lead engineer for the planning, preliminary design, and final design, of a 2.2-MG prestressed concrete reservoir and 1,150- gpm booster pump station as part of an expansion of the City's recycled water system to customers in the Lower Service Area. The new reservoir will be co -located with an existing City potable water reservoir. DUDEK Page 1of2 DUDEK Features of the design include a potable water makeup vault and pipeline, a stormwater detention basin, and protection of adjacent sensitive habitat. Grossmont Tank Reooating and Repairs, Padre Dam Municipal Water District, El Cajon, California. Served as project manager for the design of various interior repairs and recoating for the District's 1.5-MG steel standpipe type reservoir. The District's reservoir has a shell height of 90 feet and is topped by a 1.1-MG upper tank owned and operated by an adjoining water agency. Retrofits included replacement of a suspended catwalk structure and fall protection enhancements, replacement of a roof access hatch, refurbishment of tank vents, replacement of electrical equipment, the addition of ports for mixing, and a new cathodic protection rectifier. Dudek also designed connections to existing 18-inch diameter welded steel yard piping for connection of a temporary pressure reducing station to supply the District's customers with higher pressure water from the upper Helix Water District tank. Fanita Terrace Recycled Water Reservoir Structural Analysis, Padre Dam Municipal Water District, Santee, California. Project manager for a seismic analysis and condition assessment of an existing 1.5-MG welded steel reservoir. The assessment included cost estimates and life cycle cost calculations for four rehabilitation and replacement alternatives, including repair or replacement of the existing roof due to corrosion of the rafters. E Reservoir Replacement and Pump Station, Vista Irrigation District, San Diego County, California. Lead engineer for the preliminary and final design of replacement of an existing 1.5-MG concrete reservoir constructed in 1929 with a new 2.9-MG cast -in -place concrete reservoir customized to maximize storage at the site. The project also involved design of a new 3,000-gpm, 230 feet TDH pump station to serve as a backup supply to the higher zone. Geotechnical constraints at the site included very hard underlying rock and a cut/fill transition beneath the existing reservoir. To mitigate this, the pump station design utilized vertical multi -stage, pad -mounted pumps rather than traditional vertical turbine pumps in cans and the reservoir design included removal of existing fill and backfill with controlled low strength material beneath the new structure. Other improvements included a stormwater detention basin and on and off -site storm drain improvements. Boulder Mountain Reservoir 3 Rehabilitation, City of Poway, California. Project manager for the design of improvements to an existing 1 MG steel reservoir. Upgrade work included drainage and site improvements, interior and exterior tank coatings, new inlet and outlet piping, replacement of miscellaneous tank appurtenances and safety features, cathodic protection improvements, and a new CMU block electrical/SCADA building. The design included piping and site provisions for a future adjacent reservoir. Design -Build Services for Gibbel Road Recycled Water Reservoir, Eastern Municipal Water District, Riverside County, California. Project engineer for the planning and preparation of the design -build bid package for a new 4-million-gallon welded steel tank and 4,000 feet of 30-inch inlet/outlet pipeline for the district's recycled water system. Chambers Recycled Water Tank Site Assessment, Eastern Municipal Water District, Riverside County, California. Project engineer for the planning and siting of a new welded steel tank for the district's recycled water system. Evaluated site adequacy, potential environmental requirements and constraints, geotechnical issues, and pipeline alignment alternatives; determined drainage and overflow rates; and provided preliminary site and grading plans for 4-million-gallon, 7-million-gallon, and 10-million-gallon options. DUDEK Page 2of2 Richard F. Yeager Jr., PE Richard (Rick) F. Yeager Jr. is a California Registered Civil Engineer and a NACE Int'I Certified Cathodic Protection Specialist with a broad background in corrosion engineering, inspections, and construction support services. Mr. Yeager has extensive experience in water and wastewater corrosion control and cathodic protection system designs, corrosivity assessments, pipe and coating materials of construction, and inspection and monitoring of installed piping systems. The NACE Certification meets the definition of "Corrosion Expert" as defined by the United States Environmental Protection Agency and wider 40 CFR 280.L2 of the Code of Federal Regulations. Additionally, Mr. Yeager has provided construction inspection services for projects that have included pipelines, water reservoirs, treatments plants, and roadways. Project Experience: As -Needed Corrosion Engineering Services & Annual Surveys Provide Cathodic Protection Survey and Performance testing of installed pipelines and reservoirs. To include monitoring, testing and troubleshooting all existing corrosion control facilities for corrosion. Performing coating assessments on process facilities, water treatment plants, and buried piping systems. Then assessing system damage and evaluating cathodic protection system performance and identifying repair or refurbishment requirements. A summary report listing all observations, conclusions, and recommendations is submitted at the completion of each annual survey. • Ramona Municipal Water District • Olivenhain Municipal Water District • Santa Fe Irrigation District • Leucadia Wastewater District • Otay Water District • San Dieguito Water District • City of San Diego • Padre Dam Municipal Water District • Vallecitos Water District Corrosion Control Evaluation and CP Design Responsible for designing new and retrofit cathodic protection systems for buried metallic pipelines and aboveground water storage tanks. Designs, galvanic anode and impressed current, take into account soil conditions, coating options, power availability and other parameters in order to achieve the most cost effective means of long term corrosion protection in accordance with nationally accepted standards. • City of San Diego- Morena Pump Station & Conveyance System • City of San Diego- Tierra Santa Pump Station & pipeline • City of San Diego- 6911, & Mohawk Pump Station • City of San Diego- 301h St Pipeline Replacement Richard F. Yeager Jr, PE Principal Corrosion Fligill— -11 YEARS OF EXPERIENCE 22 YEARS WITH FIRM 15 EDUCATION H..i., Civil Eng!na�nuq, t:ahrt�rnia Polvbz d�nit State Uni-. crsity. I'�°a' N itlunal A;;,aaLon oP Cn rros i,,n F.n,inaerc I A ACF Intl • L I [c LJ['RKlun C.)UI'v I I,F CP 1)esig11 1 IU`)`) Cath„dic I'r•, ta,_tiun CCrnficaLi, III Traill ing,20N CERTIFICATIONS California Professional Civil Engineer No.C70686 NACE Intl: • Cathodic Prote�n•..n Specialist No. 6:3Z L Confined Space Entrant_i attendee Certified DVhEjSBE Firm IC.A Dept of general ;iarvices) Certified �LBl' Firm I City of San Drc,ol SCOOP Cerrini I Plan (SM AVA) 10 L6 Broadway, Ste A, El Cajon, CA 92021 Phone: 619.31Z.019S • City of San Diego- Pacific Beach Pipeline • City of San Diego- North City Water Reclamation Facility • City of San Diego- North City Pure Water Facility Expansion • City of San Diego- Sloane PRS CP Design • City of San Diego- Cielo & Woodman PS CP • City of San Diego- Otay 2M PL Phase I • City of San Diego- Del Mar Heights PL ICCP Design • City of San Diego- Sewer PS 79 CP Design and CSS • City of San Diego- I-15 DAR/City 66: PL CP Design • City of San Diego- Cal Trans I-905 Crossing CP Design • City of San Diego- Upas Street Pipeline CP Design • City of San Diego- Clay Mesa Trunk Sewer Casing Cathodic Protection • City of San Diego- Torrey Santa Fe Road Pipeline • Padre Dam Municipal Water District- ESA Secondary Connection • Eastern Municipal Water District- Cactus II Feeder Transmission Pipeline • Eastern Municipal Water District- Menifee Valley Reservoir • City of Inglewood- Inglewood Pipeline Assessment • City of Inglewood- Sanford Treatment Plant Corrosion Assessment • City of Orlando, FL- Orlando Reuse Pipelines • Orange County Water District- Groundwater Replenishment Pipeline • Eastern Municipal Water District- Desalter pipelines Phase II • Eastern Municipal Water District- Reach 16-2 RW Pipeline • Eastern Municipal Water District- Nuevo Road I-215 Pipeline • Eastern Municipal Water District- Well 57 Pump Coating Inspection & CP Design • Padre Dam Municipal Water District- Sky Ranch Pipeline, pump station and reservoir • Las Vegas, NV- Nellis Air Force Base Visiting Quarters, Maintenance building, and Headquarters Building • Irvine Ranch Water District- Zone 3 Reservoir CP • Clay Water District- 680/944 Pipeline • City of Del Mar- 21� St & 71h St Pump Station Cathodic Protection • Leucadia Wastewater District- B2, B3, L1, L2 Force Main CP Repairs • County of San Diego- Harbison Canyon SLS Corrosion Assessment • Eastern Municipal Water District- Bridge RW Pipeline CP Design • Vista Irrigation District- HP Tank CP Design • Lake Havasu City- BS 1C CP Design • Clay Water District- Heritage Rd PRS CP • LVVWD- Reservoir 3665 CP Design • Helix Water District- 36-inch CML&C Pipeline CP • MNWD- Regional LS FM Replacement CP • SMWD- Reservoir CP System and Anode Well Survey • Eastern Municipal Water District- AMR North Goetz Rd CP • Coachella Valley Water District- Salton Sea SCH PS and PL CP Richard F. Yeager jr., PE PROFESSIONAL AFFILIATIONS SI,Uit-, S'_r„on Tru;.jc `,.h F: InC I I'vliry fci'nnu ttr� '�loh-Prc;aat \CFIntl 11,,hcv Chair N:\Cc Intl �'ulla I'.�st [:hair '0 Li-!'re;rnt linanc m >riep: , r Civil l?m,i re�i ; lure L'�perirn:_ ae�ifla6lr Upon R�yuc;t 1016 Broadway. Ste. A, EI Cajun, CA 92021 Phone: 619.312.0195 A!`�® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 2/4/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Timothy P. Esler, CPCU Fenner & Esler Agency, Inc A/CO No Ext: (201)262-1200 aC No): (201)262-7810 467 Kinderkamack Road E-MAIL certs@fenner-esler.com ADDRESS: P. O. BOX 60 INSURER(S) AFFORDING COVERAGE NAIC# Oradell NJ 07649-0060 INSURERA:Citizens Insurance Company of America 31534 INSURED INSURER B:AllmeriCa Financial Benefit Insurance 41840 Beyaz & Patel Inc. INSURERC:Arch Insurance Company 11150 10920 Via Frontera INSURER D:Hamilton Select Insurance Inc 17178 Suite 210 INSURER E San Diego CA 92127 INSURER F COVERAGES CERTIFICATE NUMBER:Master 25-26 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 TO REMISESS A CLAIMS-MADE ❑X OCCUR PE (RENTEDEa occurrence $ 1,000,000 PREMI X Contractual & XCU Coverage X Y OBY D783841-06 1/1/2025 1/1/2026 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 4,000,000 JECPOLICY � PRO LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B X ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED X Y AWY-D783826-06 1/1/2025 1/1/2026 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A X EXCESS LIAB CLAIMS-MADE OBY D783841-06 1/1/2025 1/1/2026 AGGREGATE $ 1,000,000 DED I X I RETENTION$ 0 X Y $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? FYIA (Mandatory in NH) y WBY D783829-06 1/1/2025 1/1/2026 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 C Professional Liability PAAEP0173700 1/1/2025 1/1/2026 Per Claim/Aggregate $2M/$2M D Excess Professional Liability EOXSHS510118 1/1/2025 1/1/2026 Per Claim/Aggregate $3M/$3M DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 1 D1,Additional Remarks Schedule,may be attached if more space is required) RE: Agreement A-2020-63-01; Seismic and Structural Assessment of Water Storage Reservoirs. Additional Insured - City of Santa Ana, officers, agents, employees, and volunteers as respects general, auto and excess liability where required by written contract. General, auto and excess Liability Additional Insured is primary and non-contributory where required by written contract. Waiver of Subrogation applies as respects general, auto and excess liability and workers compensation where required by written contract. Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will mail 30 days written notice to the certificate holder named. CERTIFICATE HOLDER APPROVED CANCELLATION By Tu Tran Nguyen at 7:43 am,Feb 05,2025 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Santa Aria THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Attention: Heidi Chou ACCORDANCE WITH THE POLICY PROVISIONS. 215 Center Street, M-85 Santa Ana, CA 92703 AUTHORIZED REPRESENTATIVE Timothy Esler/JEAN , ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Tu Tran Digitally signed by Tu Tran INS025(201401) Nguyen Nguyen Date*2025.02.05 07,43:51 Beyaz & Patel Inc. Policy# OBY D783841-06 IIHanover Insurance.Group THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESSOWNERS LIABILITY SPECIAL BROADENING ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESSOWNERS COVERAGE FORM SUMMARY OF COVERAGES Limits Page 1. Additional Insured by Contract, Agreement or Permit Included 1 2. Additional Insured -Broad Form Vendors Included 2 3. Alienated Premises Included 3 4. Broad Form Property Damage - Borrowed Equipment, Customers Included 3 Goods and Use of Elevators 5. Incidental Malpractice (Employed Nurses, EMT's and Paramedics) Included 3 6. Personal and Advertising Injury- Broad Form Included 4 7. Product Recall Expense Included 4 Product Recall Expense Each Occurrence Limit $25,000 5 Occurrence Product Recall Expense Aggregate Limit $50,000 5 Aggregate Product Recall Deductible $500 5 8. Unintentional Failure to Disclose Hazards Included 6 9. Unintentional Failure to Notify Included 6 This endorsement amends coverages provided under the Businessowners Coverage Form through new coverages and broader coverage grants. This coverage is subject to the provisions applicable to the Businessowners Coverage Form, except as provided below. The following changes are made to SECTION II - (2) Premises you own, rent, lease or LIABILITY: occupy; or 1. Additional Insured by Contract, Agreement or (3) Your maintenance, operation or use of Permit equipment leased to you. The following is added to SECTION II - b. The insurance afforded to such additional LIABILITY, C.Who Is An Insured: insured described above: Additional Insured by Contract, Agreement or (1) Only applies to the extent permitted by Permit law; and a. Any person or organization with whom you (2) Will not be broader than the insurance agreed in a written contract, written which you are required by the contract, agreement or permit to add such person or agreement or permit to provide for such organization as an additional insured on additional insured. your policy is an additional insured only with (3) Applies on a primary basis if that is respect to liability for "bodily injury", required by the written contract, written "property damage", or "personal and agreement or permit. advertising injury" caused, in whole or in part, by your acts or omissions, or the acts (4) Will not be broader than coverage or omissions of those acting on your behalf, provided to any other insured. but only with respect to: (5) Does not apply if the "bodily injury", (1) "Your work" for the additional insured(s) "property damage" or "personal and designated in the contract, agreement or advertising injury"is otherwise excluded permit; from coverage under this Coverage Part, including any endorsements thereto. 391-1006 08 16 Includes copyrighted materials of Insurance Services Offices, Inc.,with its permission. Page 1 of 6 c. This provision does not apply: The most we will pay on behalf of the (1) Unless the written contract or written additional insured for a covered claim is the agreement was executed or permit was lesser of the amount of insurance: issued prior to the "bodily injury", 1. Required by the contract, agreement or "property damage", or "personal injury permit described in Paragraph a.; or and advertising injury". 2. Available under the applicable Limits of (2) To any person or organization included Insurance shown in the Declarations. as an insured by another endorsement This endorsement shall not increase the issued by us and made part of this applicable Limits of Insurance shown in the Coverage Part. Declarations (3) To any lessor of equipment: e. All other insuring agreements, exclusions, (a) After the equipment lease expires; or and conditions of the policy apply. (b) If the "bodily injury", "property 2. Additional Insured-Broad Form Vendors damage", "personal and advertising The following is added to SECTION II - injury" arises out of sole negligence LIABILITY,C.Who Is An Insured: of the lessor. (4) To any: Additional Insured-Broad Form Vendors a. Any person or organization that is a vendor (a) Owners or other interests from whom with whom you agreed in a written contract land has been leased if the11 or written agreement to include as an occurrence" takes place or the additional insured under this Coverage Part offense is committed after the lease is an insured, but only with respect to liability for the land expires; or for "bodily injury" or "property damage" (b) Managers or lessors of premises if: arising out of "your products" which are (i) The "occurrence" takes place or distributed or sold in the regular course of the offense is committed after the vendor's business. you cease to be a tenant in that b. The insurance afforded to such vendor premises; or described above: (ii) The "bodily injury", "property (1) Only applies to the extent permitted by damage", "personal injury" or law; "advertising injury" arises out of (2) Will not be broader than the insurance structural alterations, new which you are required by the contract or construction or demolition agreement to provide for such vendor; operations performed by or on behalf of the manager or lessor. (3) Will not be broader than coverage 5 To "bodily injury", "property damage" or provided to any other insured; and ( ) Y , . g . 4 Does not apply if the "bodily injury", "personal and advertising injury" arising ( ) PP Y Y out of the rendering of or the failure to "property damage" or "personal and render any professional services. advertising injury" is otherwise excluded This exclusion applies even if the claims from coverage under this Coverage Part, against any insured allege negligence or including any endorsements thereto other wrongdoing in the supervision, c. With respect to insurance afforded to such hiring, employment, training or vendors, the following additional exclusions monitoring of others by that insured, if apply: the "occurrence" which caused the The insurance afforded to the vendor does "bodily injury" or "property damage" or not apply to: the offense which caused the "personal 1 "Bodily injury" or "property dama e" for and advertising injury" involved the ( ) Y Y . g rendering of or failure to render any which the vendor Is obligated to pay professional services by or for you. damages by reasons of the assumption of liability in a contract or agreement. This d. With respect to the insurance afforded to exclusion does not apply to liability for these additional insureds, the following is damages that the insured would have in added to SECTION II - LIABILITY, D. Liability the absence of the contract or and Medical Expense Limits of Insurance: agreement; (2) Any express warranty unauthorized by you; 391-1006 08 16 Includes copyrighted materials of Insurance Services Offices, Inc.,with its permission. Page 2 of 6 Vi Hanover Insurance.Group (3) Any physical or chemical change in the The most we will pay on behalf of the vendor product made intentionally by the for a covered claim is the lesser of the vendor; amount of insurance: (4) Repackaging, unless unpacked solely for 1. Required by the contract or agreement the purpose of inspection, described in Paragraph a.; or demonstration, testing, or the 2. Available under the applicable Limits of substitution of parts under instruction Insurance shown in the Declarations; from the manufacturer, and then repackaged in the original container; This endorsement shall not increase the (5) Any failure to make such inspection, applicable Limits of Insurance shown in the adjustments, tests or servicing as the Declarations. vendor has agreed to make or normally 3. Alienated Premises undertakes to make in the usual course SECTION II - LIABILITY, B. Exclusions, 1. of business in connection with the sale Applicable To Business Liability Coverage k. of the product; Damage to Property, paragraph (2) is replaced by (6) Demonstration, installation, servicing or the following: repair operations, except such (2) Premises you sell, give away or abandon, if operations performed at the vendor's the "property damage" arises out of any part premises in connection with the sale of of those premises and occurred from hazards the product; that were known by you, or should have (7) Products which, after distribution or sale reasonably been known by you, at the time by you, have been labeled or relabeled the property was transferred or abandoned. or used as a container, part or 4. Broad Form Property Damage - Borrowed ingredient of any other thing or Equipment, Customers Goods, Use of Elevators substance by or for the vendor; a. The following is added to SECTION II - (8) "Bodily injury" or "property damage" LIABILITY, B. Exclusions, 1. Applicable To arising out of the sole negligence of the Business Liability Coverage, k. Damage to vendor for its own acts or omissions or Property: those of its employees or anyone else oes no apply o "property acting on its behalf. However, this Paragraph (4) d t pp y t p p y exclusion does not apply to: damage" to borrowed equipment while at a jobsite and not being used to perform (a) The exceptions contained within the operations. exclusion in subparagraphs (4) or (6) above; or Paragraph (3), (4) and (6) do not apply to "property damage" to "customers goods" (b) Such inspections, adjustments, tests while on your premises nor to the use of or servicing as the vendor has elevators. agreed to make or normally undertakes to make in the usual b. For the purposes of this endorsement, the course of business, in connection following definition is added to SECTION II - with the distribution or sale of the LIABILITY, F. Liability and Medical Expenses products. Definitions: (9) "Bodily injury" or "property damage" 1. "Customersyour roods means nur empeperty of for the arising out of an "occurrence' that took place before you have signed the purpose of being: contract or agreement with the vendor. a. Worked on; or (10)To any person or organization included b. Used in your manufacturing process. as an insured by another endorsement c. The insurance afforded under this provision is issued by us and made part of this excess over any other valid and collectible Coverage Part. property insurance (including deductible) (11)Any insured person or organization, available to the insured whether primary, from whom you have acquired such excess, contingent or on any other basis. products, or any ingredient, part or container, entering into, accompanying 5. Incidental Malpractice - Employed Nurses, EMT's or containing such products. and Paramedics d. With respect to the insurance afforded to SECTION II - LIABILITY, C.Who Is An Insured , these vendors, the following is added to paragraph 2.a.(1)(d) does not apply to a nurse, SECTION II - LIABILITY, D. Liability and Medical Expense Limits of Insurance: 391-1006 08 16 Includes copyrighted materials of Insurance Services Offices, Inc.,with its permission. Page 3 of 6 emergency medical technician or paramedic o. Recall of Products, Work or Impaired employed by you if you are not engaged in the Property is replaced by the following: business or occupation of providing medical, o. Recall of Products, Work or Impaired paramedical, surgical, dental, x-ray or nursing Property services. 6. Personal Injury-Broad Form Damages claimed for any loss, cost or expense incurred by you or others for a. SECTION II - LIABILITY, B. Exclusions, 2. the loss of use, withdrawal, recall, Additional Exclusions Applicable only to inspection, repair, replacement, "Personal and Advertising Injury", paragraph adjustment, removal or disposal of: e. is deleted. (1) "Your product"; b. SECTION II - LIABILITY, F. Liability and (2) "Your work"; or Medical Expenses Definitions, 14. "Personal and advertising injury", paragraph b. is (3) "Impaired property"; replaced by the following: If such product, work or property is b. Malicious prosecution or abuse of withdrawn or recalled from the market or process. from use by any person or organization c. The following is added to SECTION II - because of a known or suspected defect, LIABILITY, F. Liability and Medical Expenses deficiency, inadequacy or dangerous Definitions, Definition 14. "Personal and condition in it, but this exclusion does advertising injury": not apply to product recall expenses" that you incur for the covered recall of "Discrimination" (unless insurance thereof is "your product". prohibited by law) that results in injury to the However, the exception to the exclusion feelings or reputation of a natural person, does not apply to "product recall but only if such "discrimination" is: expenses" resulting from: (1) Not done intentionally by or at the direction of: (4) Failure of any products to accomplish their intended purpose; (a) The insured; (5) Breach of warranties of fitness, (b) Any officer of the corporation, quality, durability or performance; director, stockholder, partner or (6) Loss of customer approval, or any member of the insured; and cost incurred to regain customer (2) Not directly or indirectly related to an approval; "employee", not to the employment, (7) Redistribution or replacement of prospective employment or termination "your product" which has been of any person or persons by an insured. recalled by like products or d. For purposes of this endorsement, the substitutes; following definition is added to SECTION II - (8) Caprice or whim of the insured; LIABILITY, F. Liability and Medical Expenses Definitions: (9) A condition likely to cause loss of 1. "Discrimination" means the unlawful which any insured knew or had treatment of individuals based upon race, reason to know at the inception of color, ethnic origin, gender, religion, age, this insurance; or sexual preference. "Discrimination" (10)Asbestos, including loss, damage or does not include the unlawful treatment clean up resulting from asbestos or of individuals based upon developmental, asbestos containing materials; or physical, cognitive, mental, sensory or (11)Recall of "your products" that have emotional impairment or any no known or suspected defect solely combination of these. because a known or suspected e. This coverage does not apply if liability defect in another of "your products" coverage for "personal and advertising has been found. injury" is excluded either by the provisions of b. The following is added to SECTION II - the Coverage Form or any endorsement LIABILITY, C. Who Is An Insured, paragraph thereto. 3.b.: 7. Product Recall Expense "Product recall expense" arising out of any a. SECTION II- LIABILITY, B. Exclusions, 1. withdrawal or recall that occurred before you Applicable To Business Liability Coverage, acquired or formed the organization. 391-1006 08 16 Includes copyrighted materials of Insurance Services Offices, Inc.,with its permission. Page 4 of 6 liHanover Insurance Group c. The following is added to SECTION II - of a deductible amount, you shall LIABILITY, D. Liability and Medical Expenses promptly reimburse us for the part of the Limits of Insurance: deductible amount we paid. Product Recall Expense Limits of Insurance The Product Recall Expense Limits of a. The Limits of Insurance shown in the Insurance apply separately to each SUMMARY OF COVERAGES of this consecutive annual period and to any endorsement and the rules stated below remaining period of less than 12 months, fix the most that we will pay under this starting with the beginning of the policy Product Recall Expense Coverage period shown in the Declarations, unless the regardless of the number of: policy period is extended after issuance for an additional period of less than 12 months. (1) Insureds; In that case, the additional period will be (2) "Covered Recalls" initiated; or deemed part of the last preceding period for " the purposes of determining the Limits of (3) Number of "your products" Insurance. withdrawn. b. The Product Recall Ex Aggregate d. The following is added to SECTION II - ExpenseLIABILITY, E. Liability and Medical Expense Limit is the most that we will reimburse General Conditions, 2. Duties in the Event of you for the sum of all "product recall Occurrence, Offense, Claim or Suit: expenses' incurred for all "covered recalls" initiated during the policy period. You must see to it that the following are Product Recall Each Occurrence done in the event of an actual or anticipated c. The Pr Ea will pay in the most Ea "covered recall" that may result in "product Limit recall expense": connection with any one defect or deficiency. (1) Give us prompt notice of any discovery d. All "product recall expenses" in or notification that "your product" must connection with substantially the same be withdrawn or recalled. Include a description of 'your product" and the general harmful condition will be deemed to arise out of the same defect reason for the withdrawal or recall; or deficiency and considered one (2) Cease any further release, shipment, "occurrence". consignment or any other method of e. Any amount reimbursed for "product distribution of like or similar products until it has been determined that all recall expenses" in connection with any one "occurrence" will reduce the amount such products are free from defects that of the Product Recall Expense Aggregate could be a cause of loss under this Limit available for reimbursement of insurance. "product recall expenses" in connection e. For the purposs of this endorsement, the with any other defect or deficiency. following definitions are added to SECTION f. If the Product Recall Expense Aggregate II - LIABILITY, F. Liability and Medical Limit has been reduced by Expenses Definitions: reimbursement of "product recall 1. "Covered recall" means a recall made expenses" to an amount that is less than necessary because you or a government the Product Recall Expense Each body has determined that a known or Occurrence Limit, the remaining suspected defect, deficiency, Aggregate Limit is the most that will be inadequacy, or dangerous condition in available for reimbursement of "product "your product" has resulted or will result recall expenses" in connection with any in "bodily injury" or"property damage". other defect or deficiency. 2. "Product recall expense(s)" means: g. Product Recall Deductible a. Necessary and reasonable expenses We will only pay for the amount of for: "product recall expenses" which are in (1) Communications, including radio excess of the $500 Product Recall or television announcements or Deductible. The Product Recall printed advertisements including Deductible applies separately to each stationary, envelopes and "covered recall". The limits of insurance postage; will not be reduced by the amount of this deductible. We may, or will if required by law, pay all or any part of any deductible amount, if applicable. Upon notice of our payment 391-1006 08 16 Includes copyrighted materials of Insurance Services Offices, Inc., with its permission. Page 5 of 6 (2) Shipping the recalled products (1) If the "products - completed operations from any purchaser, distributor or hazard" is excluded from coverage under user to the place or places this Coverage Part including any designated by you; endorsement thereto; or (3) Remuneration paid to your (2) To "product recall expense" arising out of regular "employees" for any of "your products" that are otherwise necessary overtime; excluded from coverage under this (4) Hiring additional persons, other Coverage Part including endorsements than your regular "employees"; thereto. (5) Expenses incurred by"employees" 8. Unintentional Failure to Disclose Hazards including transportation and The following is added to SECTION II - accommodations; LIABILITY, E. Liability and Medical Expenses (6) Expenses to rent additional General Conditions: warehouse or storage space; Representations (7) Disposal of "your product", but We will not disclaim coverage under this only to the extent that specific Coverage Part if you fail to disclose all hazards methods of destruction other than existing as of the inception date of the policy those employed for trash provided such failure is not intentional. discarding or disposal are 9. Unintentional Failure to Notify required to avoid "bodily injury" The following is added to SECTION II or "property damage" as a result g - of such disposal, LIABILITY, E. Liability and Medical Expenses General Conditions, 2. Duties in the Event of you incur exclusively for the purpose Occurrence, Offense,Claim or Suit: of recalling "your product"; and Your rights afforded under this Coverage Part b. Your lost profit resulting from such shall not be prejudiced if you fail to give us "covered recall". notice of an "occurrence", offense, claim or "suit", f. This Product Recall Expense Coverage does solely due to your reasonable and documented not apply: belief that the "bodily injury", "property damage" or "personal and advertising injury" is not covered under this Policy. ALL OTHER TERMS, CONDITIONS,AND EXCLUSIONS REMAIN UNCHANGED. 391-1006 08 16 Includes copyrighted materials of Insurance Services Offices, Inc.,with its permission. Page 6 of 6 Bey— & Patel Inc. Polioy# AhY-D7338I6-06 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED-PRIMARY AND NON-CONTRIBUTORY This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART A. The following is added to SECTION II - Primary and Non-Contributory LIABILITY COVERAGE, Paragraph A.1. Who Is If you agree in a written contract, written An Insured: agreement or written permit that the insurance Additional Insured if Required by Contract provided to a person or organization who If you agree in a written contract, written qualifies as an additional "insured" under agreement or written permit that a person or SECTION II - LIABILITY COVERAGE, Paragraph organization be added as an additional A.1. Who Is An Insured, subparagraph "insured" under this Coverage Part, such Additional Insured if Required by Contract Is person or organization is an "insured"; but only primary and non-contributory, the following to the extent that such person or organization applies: qualifies as an "insured" under paragraph A.1.c. The liability coverage provided by this Coverage of this Section. Part is primary to any other insurance available If you agree in a written contract, written to the additional "insured" as a Named Insured. agreement or written permit that a person or We will not seek contribution from any other organization be added as an additional insurance available to the additional "insured" "insured" under this Coverage Part, the most except: we will pay on behalf of such additional (1) For the sole negligence of the additional "insured" is the lesser of: "insured"; or (1) The Limits of Insurance for liability coverage (2) For negligence arising out of the ownership, specified in the written contract, written maintenance or use of any "auto" not owned agreement or written permit; or by the additional "insured" or by you, unless (2) The Limits of Insurance for Liability 1. that "auto" is a "trailer" connected to an Coverage shown in the Declarations auto" owned by the additional "insured" or applicable to this Coverage Part. by you; or Such amount shall be part of and not in addition (3) When the additional "insured" is also an to the Limits of Insurance shown in the additional "insured" under another liability Declarations applicable to this Coverage Part. policy. Regardless of the number of covered "autos", C. This endorsement will apply only if the "insureds", premiums paid, claims made or "accident" occurs: vehicles involved in the "accident", the most we 1. During the policy period; will pay for the total of all damages and "covered pollution cost or expense" combined 2. Subsequent to the execution of the written resulting from any one "accident" is the Limit of contract or written agreement or the Insurance for Liability Coverage shown in the issuance of the written permit; and Declarations. 3. Prior to the expiration of the period of time B. The following is added to SECTION IV - that the written contract, written agreement BUSINESS AUTO CONDITIONS, Paragraph B. or written permit requires such insurance to General Conditions, subparagraph 5. Other be provided to the additional "insured". Insurance: D. Coverage provided to an additional "insured" will not be broader than coverage provided to any other"insured" under this Coverage Part. ALL OTHER TERMS, CONDITIONS,AND EXCLUSIONS REMAIN UNCHANGED. 461-0478 12 12 Includes copyrighted material of ISO Insurance Services Office, Inc.,with its permission Page 1 of 1 Beyaz & Patel Inc. Policy# AWY-D783826-06 Hanover Insurance Group... THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE BROADENING ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. 1. CANCELLATION EXTENSION d. Any business entity for which you Paragraph A. CANCELLATION 2. b. of the have a financial interest greater COMMON POLICY CONDITIONS is than 50% of the voting stock or replaced with the following: otherwise have a controlling b. 60 days before the effective date interest after the effective date of of cancellation if we cancel for this policy or that is newly any other reason. acquired or formed by you during the term of this policy. SECTION I - COVERED AUTOS The coverage provided by this 2. EMPLOYEE HIRED "AUTOS" provision is afforded until Description Of Covered Auto expiration or termination of Designation Symbols; Symbol 8 is this policy, whichever occurs replaced by the following: earlier. 8 = Hired "Autos" Only - Only those The coverage provided by this "autos" you lease, hire, rent or borrow; provision does not apply to including "autos" your employee hires at any business entity described your direction, for the purpose of in d. above that qualifies as an conducting your business. This does not insured under any other include any "auto" you lease, hire, rent, or automobile liability policy borrow from any of your "employees" or issued to that business entity partners or members of their households. as a named insured or would have been an insured except SECTION II -LIABILITY COVERAGE for the exhaustion of the policy limits or the insolvency 3. BROADENED NAMED INSURED of the insurer. The following is added to the SECTION II - The coverage provided by this LIABILITY COVERAGE, Paragraph 1. Who provision does not apply to Is An Insured provision: "bodily injury" nor "property damage" arising from an accident that occurred prior to your acquiring or forming the business entity described in d. above. Includes copyrighted material of Insurance Services Office, Inc. with its permission, Copyright, Insurance Services Office, Inc., 1996 461-0155 (9-97) Page 1 of 7 4. EMPLOYEES AS INSUREDS SECTION III - PHYSICAL DAMAGE COVERAGE. The following is added to the SECTION II - LIABILITY COVERAGE, Paragraph 1. Who 7. EXPENSE OF RETURNING A STOLEN Is An Insured provision: "AUTO" and SIGN COVERAGE e. Any employee of yours is an The following is added to SECTION III - "insured" while using a covered PHYSICAL DAMAGE COVERAGE,A.1. "auto" you do not own, hire or COVERAGE: borrow in your business or your personal affairs. d. Expense Of Returning A Stolen "Auto" 5. SUPPLEMENTARY PAYMENTS The following amends SECTION II - We will pay for the expense of LIABILITY COVERAGE, Paragraph 2. returning a covered "auto" to you. Coverage Extensions provision: e. Sign Coverage Paragraph (2) is replaced by the following: We will pay for loss to signs, (2) Up to $2500 for cost of bail bonds murals, paintings or graphics, (including bonds for related traffic as part of equipment, which are law violations) required because displayed on a covered "auto". of an "accident" we cover. We do not have to furnish these bonds. The most we will pay for "loss" in Paragraph (4) is replaced by the following: any one "accident' is the lesserof: (4) All reasonable expenses incurred by the "insured" at our request, 1. The actual cash value of including actual loss of earnings the property as of the up to $500 a day because of time time of the "loss"; or off from work. 2. The cost of repairing or 6. AMENDED FELLOW EMPLOYEE replacing the damaged or stolen property with other EXCLUSION property of like kind and quality; or The following is added to the SECTION II - 3. $2,000. LIABILITY COVERAGE, B. Exclusions Paragraph 5. Fellow Employee exclusion: g. GLASS BREAKAGE DEDUCTIBLE This exclusion does not apply if the The following is added to SECTION III - "bodily injury" arises from the use of a PHYSICAL DAMAGE COVERAGE,A. covered "auto" you own or hire. This COVERAGE paragraph 3. Glass Breakage - coverage is excess over any other Hitting a Bird or Animal - Falling Objects collectible insurance or Missiles: Any deductible shown in the Declarations as applicable to the Includes copyrighted material of Insurance Services Office, Inc. with its permission. Copyright, Insurance Services Office, Inc., 1996 461-0155 (9-97) Page 2 of 7 Vi Hanover Insurance Group covered "auto" will not apply to glass direction, for the purpose of breakage if such glass is repaired, conducting your business, for a rather than replaced. period of 30 days or less, of like kind and use as the "autos" you 9. TRANSPORTATION EXPENSE own, subject to the following: Paragraph 4. Coverage Extension. of The most we will pay for any one SECTION III -PHYSICAL DAMAGE loss is the lesser of the following: COVERAGE, A. COVERAGE is replaced with the following: a. $50,000 per accident, or b. cash value, or 4. Coverage Extension c. the cost of repair, We will pay up to $50 per day to a minus the deductible equal to the maximum of$1500 for temporary lowest deductible applicable to transportation expense incurred any owned "auto" for that by you because of the total theft of coverage. Any deductible shown a covered "auto" of the private in the Declarations does not apply passenger type. We will pay only to "loss" caused by fire or for those covered "autos" for lightning. Subject to the limit and which you carry either deductible stated above, we will Comprehensive or Specified provide coverage equal to the Causes of Loss Coverage. We will broadest coverage provided to pay for temporary transportation any covered "auto" you own, that expenses incurred during the is applicable to the loss. period beginning 24 hours after the theft and ending, regardless of If the loss arises from an accident the policy s expiration, when the for which you are legally liable covered "auto" is returned to use and the lessor incurs an actual or we pay for its "loss". financial loss from that accident, we will cover the lessor s actual 10. HIRED AUTO PHYSICAL DAMAGE financial loss of use of the hired "auto" for a period of up to seven The following is added to SECTION III - consecutive days from the date of PHYSICAL DAMAGE COVERAGE,A. the accident, subject to a limit of COVERAGE: $1,000 per accident. 5. Hired Auto Physical Damage 11. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE If hired "autos" are covered "autos" for Liability Coverage and The following is added to SECTION III - if Physical Damage Coverage of PHYSICAL DAMAGE COVERAGE,A. Comprehensive, Specified Causes COVERAGE: of Loss, or Collision is provided under this Coverage Form for any 6. Audio, Visual and Data Electronic "auto" you own, then the Physical Equipment Coverage Damage Coverage(s) provided is extended to "autos" you hire We will pay for "loss" to any without a driver or your employee electronic equipment that receives hires, without a driver, at your Includes copyrighted material of Insurance Services Office, Inc. with its permission. Copyright, Insurance Services Office, Inc., 1996 461-0155 (9-97) Page 3 of 7 or transmits audio, visual or data equipment is permanently signals and that is not designed installed in the covered solely for the reproduction of "auto", and sound. This coverage applies b. Permanently installed only if the equipment is in the opening of the dash permanently installed in the or console normally used covered "auto" at the time of the by the manufacturer for "loss" or the equipment is the installation of a radio. removable from a housing unit which is permanently installed in With respect to coverage herein, the covered auto at the time of the LIMIT OF INSURANCE the "loss", and such equipment is provision of PHYSICAL DAMAGE designed to be solely operated by COVERAGE is replaced by the use of the power from the "auto s" following: electrical system, in or upon the covered "auto", including its 1. The most we will pay for all antennas and other accessories. "loss" to audio, visual or data However , this does not include electronic equipment and any tapes, records or discs. accessories used with this equipment as a result of any The exclusions that apply to one "accident" is the lesser of PHYSICAL DAMAGE COVERAGE, except for the exclusion relating to a. The actual cash value of Audio, Visual and Data Electronic the damaged or stolen Equipment, also apply to coverage property as of the time of provided herein. In addition, the the "loss"; or following exclusions apply: b. The cost of repairing or replacing the damaged or We will not pay , under this stolen property with other coverage, for either any electronic property of like kind and equipment or accessories used quality; or with such electronic equipment c. $500. that is: 2. An adjustment for 1. Necessary for the normal depreciation and physical operation of the covered condition will be made in "auto" or the monitoring of determining actual cash value the covered "auto s" at the time of the "loss". operating system; or 3. Deductibles applicable to 2. Both: PHYSICAL DAMAGE COVERAGE, do not apply a. An integral part of the to this Audio, Visual and Data same unit housing any Electronic Equipment sound reproducing Coverage. equipment designed solely for the If there is other coverage provided reproduction of sound if by this policy for audio, visual and the sound reproducing data electronic equipment, the coverage provided herein is Includes copyrighted material of Insurance Services Office, Inc. with its permission. Copyright, Insurance Services Office, Inc., 1996 461-0155 (9-97) Page 4 of 7 liHanover Insurance.Group excess. However, you may elect covered"auto". If loss is to apply the limit or any portion caused by theft, this thereof of coverage provided number of days is added herein to pay any deductible that to the number of days it is applicable under the provisions takes to locate the covered of the other coverage. "auto" and transport it to a repair shop. 12. RENTAL REIMBURSEMENT and MATERIAL TRANSFER EXPENSE 2. 60 days. The following is added to SECTION III - Our payment is limited to the PHYSICAL DAMAGE COVERAGE,A. lesser of the following amounts: COVERAGE: 1. Necessary and actual 7. Rental Reimbursement and expenses incurred, Material Transfer Expense including loss of use. This coverage provides only those 2. $3000. Physical Damage Coverages where a premium is shown in the This auto rental expense coverage Declarations. It applies only to a does not apply while there are covered "auto" described or spare or reserve "autos" available designated to which the Physical to you for your operations. Damage Coverages apply. If"loss" results from the total theft We will pay for auto rental of a covered "auto" of the private expenses and the expenses, passenger type, we will pay under incurred by you because of"loss" this coverage only that amount of to a covered "auto", to remove your rental reimbursement and transfer your materials and expenses which is not already equipment from the covered provided for under the SECTION "auto" . Payment applies in III - PHYSICAL DAMAGE addition to the otherwise COVERAGE,A. 4. Coverage applicable amount of each Extension. coverage you have on a covered "auto". No deductibles apply to 13. AIRBAG COVERAGE this coverage. The following is added to SECTION III - We will pay only for those auto PHYSICAL DAMAGE COVERAGE, B. rental expenses incurred during Exclusions, paragraph 3. the policy period beginning 24 hours after the "loss" and ending, The portion of this exclusion relating to regardless of the policy s mechanical or electrical breakdown does expiration, with the lesser of the not apply to the accidental discharge of an following number of days: airbag. This coverage is excess of other collectible insurance or warranty. No 1. The number of days deductible applies to this Airbag reasonably required to Coverage. repair or replace the Includes copyrighted material of Insurance Services Office, Inc. with its permission. Copyright, Insurance Services Office, Inc., 1996 461-0155 (9-97) Page 5 of 7 14. AUTO LOAN PHYSICAL DAMAGE imposed under a lease for excessive use, EXTENSION abnormal wear and tear or high mileage; security deposits not refunded by the The following is added to SECTION III - lessor; cost for extended warranties, PHYSICAL DAMAGE COVERAGE, C. Limit Credit Life Insurance, Health, Accident or Of Insurance provision: Disability Insurance purchased with the loan; and carry over balances from When a "loss" results in a total loss to a previous leases. covered auto you own for which a Loss Payee is designated in this policy, the This coverage applies only to the initial most we will pay for"loss" in any one lease for the covered "auto" which has not "accident" is the greater of: previously been leased. This coverage is excess over all other collectible 1. The actual cash value of the insurance. damaged or stolen property as of the time of the "loss"; or SECTION IV -CONDITIONS 2. The outstanding balance of the 16. DUTIES IN THE EVENT OF ACCIDENT, initial loan, less any amounts for CLAIM, SUIT OR LOSS taxes, overdue payments, overdue payment charges, penalties, The following is added to SECTION IV - interest , any charges for early BUSINESS AUTO CONDITIONS, A. Loss termination of the loan, costs for Conditions, 2. Duties In The Event Of Credit Life Insurance, Health, Accident, Claim, Suit Or Loss: Accident or Disability Insurance purchased with the loan, and d. Knowledge of any "accident", carry-over balances from previous claim, "suit" or "loss" will be loans. deemed knowledge by you when notice of such "accident", 15. AUTO LEASE PHYSICAL DAMAGE claim, "suit" or "loss" has been EXTENSION received by: The following is added to SECTION III - (1) You, if you are an individual; PHYSICAL DAMAGE COVERAGE, C. Limit (2) Any partner or insurance Of Insurance provision: manager if you are a partnership; or If, because of damage, destruction or theft (3) An executive officer or of a covered "auto", which is a long-term insurance manager if you are leased "auto", the lease agreement a corporation. between you and the lessor is terminated, "we" will pay the difference between the 17. BLANKET WAIVER OF SUBROGATION amount paid under paragraph C. LIMIT OF INSURANCE 1. or 2. and the amount due Paragraph 5. Transfer Of Rights Of at the time of"loss" under the terms of Recovery Against Others To Us, SECTION the lease agreement applicable to the IV - BUSINESS AUTO CONDITIONS,A. leased "auto" which you are required to Loss Conditions is replaced by the pay: less any fees to dispose of the auto; following: any overdue payments; financial penalties Includes copyrighted material of Insurance Services Office, Inc. with its permission. Copyright, Insurance Services Office, Inc., 1996 461-0155 (9-97) Page 6 of 7 Hanover Insurance . . 5. Transfer Of Rights Of Recovery 19. HIRED AUTO -WORLDWIDE Against Others To Us COVERAGE If any person or organization to or The following is added to SECTION IV - for whom we make payment Business Auto Conditions, B. General under this Coverage Form has Conditions, paragraph 7. Policy Period, rights to recover damages from Coverage Territory provision: another, which have not been waived through the execution of e. Outside the coverage territory an "insured contract', written described in a., b., c., and d. agreement, or permit, prior to the above for an "accident' or "loss" "accident" or "loss" giving rise to resulting from the use of a the payment, those rights to covered "auto' you hire, without a recover damages from another driver, or your employee hires are transferred to us. That person without a driver, at your direction, or organization must do for the purpose of conducting your everything necessary to secure business, for a period of 30 days our rights and must do nothing or less, provided the suit is after the "accident' or "loss" to brought within The United States impair them. of America or its territories or possessions. 18. UNINTENTIONAL FAILURE TO DISCLOSE INFORMATION SECTION V- DEFINITIONS The following is added to SECTION IV 20. MENTAL ANGUISH BUSINESS AUTO CONDITIONS. B. General Conditions, paragraph 2. Paragraph C. 'Bodily injury", SECTION V- Concealment, Misrepresentation Or Fraud: DEFINITIONS is replaced by the following: Your unintentional error in disclosing, C. "Bodily injury" means bodily injury, or failure to disclose, any material fact sickness or disease sustained by a existing after the effective date of this person including death or mental Coverage Form shall not prejudice anguish resulting from any of these. your rights under this Coverage Form. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or nonrenewal. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Copyright, Insurance Services Office, Inc., 1996 461-0155 (9-97) Page 7 of 7 Beyaz & Patel Inc. OBY D783841-06 Hanover Insurii)ce Croup a. Prior to a loss to your Covered We waive any right of recovery we may Property. have against any person or b. After a loss to your Covered Property organization with whom you have a only if, at time of loss, that party is written contract, permit or agreement one of the following: to waive any rights of recovery against such person or organization because of (1) Someone insured by this payments we make for injury or insurance; damage arising out of your ongoing (2) A business firm: operations or "your work" done under a (a) Owned or controlled by you; contract with that person or organization and included in the or "products-completed operations (b) That owns or controls you; or hazard". (3) Your tenant. This condition does not apply to You may also accept the usual bills of Medical Expenses Coverage. lading or shipping receipts limiting the L. Transfer of Your Rights and Duties Under liability of carriers. This Policy This will not restrict your insurance. Your rights and duties under this policy 2. Applicable to SECTION II - LIABILITY may not be transferred without our written Coverage: consent except in the case of death of an individual Named Insured. If you die, your If the insured has rights to recover all or rights and duties will be transferred to your part of any payment we have made legal representative but only while that under this Coverage Part, those rights legal representative is acting within the are transferred to us. The insured must scope of their duties as your legal do nothing after loss to impair such representative. Until your legal rights. At our request, the insured will representative is appointed, anyone with bring "suit' or transfer those rights to us proper temporary custody of your property and help us enforce them. will have your rights and duties but only with respect to that property. 391-1003 08 16 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 81 of 81 Vi Hanover Insurance Group WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 2 %of the California workers' compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description WHEN REQUIRED BY WRITTEN CONTRACT This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WBY-D783829-06 Endorsement No. Insured Insurance CompanyCITIZENS INSURANCE COMPANY OF AMERICA Countersigned By WC 04 03 06(Ed 04-84) Vi Hanover Insurance Group WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 2 %of the California workers' compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description WHEN REQUIRED BY WRITTEN CONTRACT This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WBY-D783829-06 Endorsement No. Insured Insurance CompanyCITIZENS INSURANCE COMPANY OF AMERICA Countersigned By WC 04 03 06(Ed 04-84) Dive/CORR, Inc. Daniel Gross DIVER/INSPECTOR As primary diver conducting the inspection, Dan has over thirty-five (35+) years of experience and has conducted more than 4000 reservoir inspections to date. He has been active in the underwater water tank inspection industry since 1982 and has been injury free from inception of the company to date. He has achieved the following certifications: 1) AWS - CWI - QC1(Am. Welding Soc - Certified Welding Inspector) 2) Nationally certified by exam through ASNT Level III (Level III is the top level) Level III - Ultrasonic Technician Level III - Magnetic Particle Technician 3) Over 3000 hours of "in field" coating inspection 4) Diving instructor rating 5) Confined space training 6) B.S. Degree - University of Massachusetts Other Certifications Class "A" California State Contractors License #770523 CPR/First Aid (renewed yearly) Member in the following Associations AWWA- American Water Works Association NACE - National association of Corrosion Engineers ASNT - American Society for Non-destructive Testing AWS -American Welding Society OCWWA Orange County Water Works Association CWWA Inland County Water Works Association SCWUA Southern California Water Utilities Association Carlos Amante, PE, GE Principal Engineer / Project Manager Mr. Amante has over 25 years of broad geotechnical and earthquake engineering consulting experience where he has consistently demonstrated a wide-ranging breadth of knowledge and ability to develop innovative and cost- effective engineering solutions to numerous private and public sector clients. He has vast experience working on water/wastewater, transportation, energy, industrial, commercial and residential projects. Mr. Amante is highly experienced in project management and technical delivery of projects involving complex ground investigation, seismic - resilient design of earthworks and foundations, slope engineering, liquefaction assessment, construction quality assurance and material testing, and constructability/value engineering study. Relevant Experience @17 Converse Consultants EOUCA?ICN MS, Geotechnical Engineering, University of British Columbia, Canada,1993 MEng, Master of Engineering, Earthquake Engineering, Kanazawa University, 1991 BS, Civil Engineering, University of the Philippines, Metro Manila, Philippines, 1984 REG I STRATION SICERT IFICATION S • California, Geotechnical Engineer No. GE2724 • California, Professional Engineer in Civil Engineering No. 057831 Two 8.0-MG Steel Water Storage Tanks, Westminster, CA. Geotechnical Project Engineer. Geotechnical investigation and site -specific seismic hazard analysis for two 190-ft diameter, 40-ft high steel water storage tanks, built side -by -side on a 4-acre site. Recommended site remediation consisting of soil surcharge program and installation of stone columns to mitigate weak upper clay soils and loose liquefiable sands underneath the site. 6.0-MG Highland Avenue Reservoir Replacement, Yorba Linda, CA. Geotechnical Project Manager. Geotechnical investigation and value engineering study of proposed permanent concrete water reservoir and two temporary steel water tanks to replace the existing buried hopper reservoir. 1.0-MG Arbor Ridge Steel Water Tank, Walnut, CA. Geotechnical Project Manager. Geotechnical investigation for a new welded -steel water tank located in the San Jose Hills. 3.0-MG Rawlings Reservoir Replacement, City of Tustin, CA. Geotechnical Project Manager. Geotechnical investigation for the proposed replacement of existing 4.2-MG hopper -type water reservoir with two cylindrical concrete water -tanks. 10.8-MG Water Storage Facility, Santa Clarita, CA. Geotechnical Project Manager. Geotechnical reconnaissance review for the proposed emergency and operational water storage facility, including a water reservoir along with supporting appurtenances that may include pipelines, pressure regulators, valves and pump stations. Apple Valley Water System Improvements, Apple Valley, San Bernardino County, CA. Lead Geotechnical Engineer. Geotechnical investigation for proposed water system improvements, including two 28-ft diameter, 16-ft high steel -bolted potable water tanks to replace the three existing water tanks at the Mesa Vista tank site, 6-inch diameter, 4,800-ft long transmission pipeline, and 8-inch diameter, 1,300-ft long distribution lines. Convene consultants 100,000-Gallon Pasall Road Water Tank, La Jolla Indian Reservation, San Diego County, CA. Lead Geotechnical Engineer. Geotechnical investigation for design and construction of a 27-ft diameter, 24-ft high bolted steel potable water storage tank adjacent to an existing irrigation water tank. 70,000-Gallon Duro Road Water Tank, San Pasqua[ Indian Reservation, San Diego County, CA. Lead Geotechnical Engineer. Geotechnical investigation for design and construction of a welded or bolted steel water storage tank with a shell height of less than 20 feet and a diameter of less than 36 feet. 4.0-MG Palm No. 3 Reservoir, Verdemont Water Infrastructure Improvements —Phase 1 Facilities, City of San Bernardino, CA. Lead Geotechnical Engineer. Geotechnical investigation for a new concrete reservoir, approximately 174 feet in diameter and 24 feet in height. Two 5.0-MG Steel Water Tanks, Plant 19A Improvements, Hesperia, CA. Lead Geotechnical Engineer. Geotechnical investigation for two new cylindrical, welded -steel water tanks, with each tank approximately 174 feet in diameter and 35 feet in height. 2.0-MG 2300 Zone East Reservoir, San Bernardino, CA. Lead Geotechnical Engineer. Geotechnical investigation for design and construction of a new concrete reservoir, 113 feet in diameter and 30 feet in height. 5.0-MG "Whitegates" Concrete Water Tank, City of Riverside, CA. Geotechnical Project Manager. Geotechnical investigation for the proposed buried reinforced concrete potable water tank located on a hilly, rocky terrain. 7.5-MG "Emtman U" Concrete Water Tank, Riverside, CA. Geotechnical Project Manager. Geotechnical update study for the proposed 200-ft diameter reinforced concrete potable water tank located on a hilly, rocky terrain. 11.0-MG "Raley" Concrete Water Tank, Riverside, CA. Geotechnical Project Manager. Supervised geotechnical update study for proposed 230-ft diameter below -grade reinforced concrete potable water tank located on a hilly, rocky terrain. 5.25-MG St. Joseph Reservoir No. 1, Arcadia, CA. Geotechnical Project Engineer. Geotechnical investigation and site -specific seismic hazard analysis for a new rectangular concrete reservoir. EVMWD Diamond Regional Sewer Lift Station, Lake Elsinore, CA. Lead Geotechnical Engineer. The project consisted of the proposed lift station consisting of 47-ft by 87-ft concrete structure with two below -grade wet wells about 54 ft deep, diesel generator, odor control system, chemical feed equipment, electrical building, pigging station, flow metering vault and all associated site yard piping and site grading. Lead for the geotechnical investigation of the project. yy,'r,° converse Comaltants Hashmi Quazi, PhD, PE, GE - Principal-in-Charge/QA/QC Dr. Quazi has over 31 years of experience providing geotechnical engineering services and has earned a EDUCArioN reputation for providing quality work in an honest and ethical ° PhD, Civil Engineering, University manner, on time and within budget. Dr. Quazi provides quality of Arizona, 1987 control, budget oversight, and technical assistance on various MS, Civil Engineering, Arizona 982 types of projects, including State University, ngi yp p j g pipelines, water treatment plants, B5, Bangladesh Engineering wells, pump stations, water basins and other related projects. University,1978 Relevant Experience REGISTRATIONSICERTWICATIONS Orange County Water District North Basin Groundwater ' CaliforniaCalifornia, , Civil Engineer, Engine Geotechnical Engineer, Protection Pipeline, Fullerton and Anaheim, CA. Principal in #2517 Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project consisted of the construction of 27,713 linear feet of PVC pipeline, jack and bore operations for steel casing of varying sizes at three separate locations and installation of fiber optic well communications for two 4-inch PVC fiber optic conduits within pipeline trench and pull boxes. Orange County Water District Groundwater Replenishment System, Fountain Valley, CA. Principal in Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project consisted of modifying the OCWD Groundwater Replenishment System from 70 MGD to 100 MGD. The project involved the Advanced Water Treatment Facility (AWPF) expansion, and the Secondary Effluent Flow Equalization project. The expansion required the construction of several new structures, including two 7.5 MG above -ground steel storage tanks, 1,000 linear feet of 54-inch diameter pipeline, 200 linear feet of 54-inch diameter pipeline, a UV facility for installation of two new UV trains, a decarbonation tower, a lime saturator, and other modifications and upgrades. Orange County Sanitation District P1-37 Primary Clarifiers 16-31 & Related Facilities, Fountain Valley, CA. Principal in Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project included the construction of 16 new primary clarifiers with support equipment, improvements to existing primary clarifier 6-15 and improvements to primary clarifiers 1-5. Orange County Sanitation District P1-100 Sludge Digester Rehabilitation, Fountain Valley, CA. Principal in Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project involved the rehabilitation of 12 digesters at the OCSD Plant 1. The project was intended to repair and replace aging equipment, such as pumps, sludge grinders, heat exchangers, and piping, thus making the facilities more efficient for increased solid waste handling. It also includes 1,500 s.f. expansion of the Power Building No. 5. Converse Consultants Siva Sivathasan, PhD, PE, GE, DGE, QSD, KASCE - Principal Engineer Dr. Sivathasan is a registered civil and geotechnical engineer EDUCATION in California, with 25 years of geotechnical and construction - PhD, Civil Engineering, University of experience. He is skilled at analyzing complex geotechnical California, Davis, 2002 MS, Civil Engineering, University of problems and has prepared comprehensive reports with California, Davis, 1997 detailed recommendations. He also has extensive knowledge - BS, Civil Engineering, University of of construction projects from managing geotechnical Peradeniya, Sri Lanka, 1994 observation and testing, special inspection and material testing, and Caltrans source inspection services. He has been REGISTRATIONSICERTIFICATIONS providing these services on pipeline, water treatment plants, pump stations, wells, reservoirs and other related project - California, Civil Engineer types. No. 63185 - California, Geotechnical Engineer No. 2708 Relevant Experience - Diplomate in Geotechnical Engineering No. 1169 Orange County Water District Groundwater ' CFR 1910.120 OSHA 8-Hour Replenishment System, Fountain Valley, CA. Project Refresher Training • CFR 1910.120 OSHA 40-Hour Manager. Responsible for geotechnical investigation and Training geotechnical observation and testing during construction. The - Nuclear Soil Density Gauge project consisted of modifying the OCWD Groundwater Certification Replenishment System from 70 MGD to 100 MGD. The project involved the Advanced Water Treatment Facility (AWPF) expansion, and the Secondary Effluent Flow Equalization project. The expansion required the construction of several new structures, including two 7.5 MG above -ground steel storage tanks, 1,000 linear feet of 54-inch diameter pipeline, 200 linear feet of 54-inch diameter pipeline, a UV facility for installation of two new UV trains, a decarbonation tower, a lime saturator, and other modifications and upgrades. California Water Service Pump Station 42, Los Angeles, CA. Project Manager. Responsible for geotechnical investigation and geotechnical observation and testing during construction. The project consisted of booster station upgrades at Pump Station 42 adjacent to property at 1037 North Eastern Avenue, Los Angeles, California. The concrete masonry pump building, a 4,000-gallon surge tank concrete pad, and one diesel generator pad were constructed at the site. The project included a seismic hazard evaluation to meet current applicable seismic codes. The structure loads for the proposed construction are not known at this time and are anticipated to be low. East 2711 Street Water Main Replacement, Long Beach, CA. Project Manager/Project Engineer. Provided oversight of the geotechnical observation and testing, special inspection and material testing during construction. The project consisted of replacing existing water line with 4,100 linear feet of cast iron pipe on East 27th Street, Elm Avenue, Pasadena Avenue, Linden Avenue and Via Passilo in the City of Long Beach, California. The project included the installation of various valves, service laterals and fire hydrants; reconnecting existing service lines and fire hydrant lines to the new water line; replacing existing water meters; abandoning existing water mains and service laterals. y5,iy. Converse Consultanh Mark Schluter, PG, CEG, CHG - Lead Geologist Mr. Schluter has 40 years of experience in applied EDUCATION engineering geology, hydrogeology and geotechnical engineering. As a senior engineering geologist, he has . Graduate Studies, Engineering Geology/Ground Water Hydrology, conducted a wide range of geotechnical studies for dams, California State University, Los reservoirs, pipelines, pump stations, treatment plants, and Angeles, 1984 groundwater studies for projects throughout California and - BS, Earth Sciences, California State Nevada. His responsibilities include supervision of field Polytechnic University, Pomona, investigations, instrumentation and providing the geology and 979 seismic hazard evaluations for the geotechnical investigation • AA, Pasadena City College, Pasadena, 1976 study. Mr. Schluter provides supervision and project management of field services during all phases of project grading and construction. REGISTRATiONSICERTIFICATiONS California, Professional Geologist Relevant Experience No. 4627 • California, Certified Engineering Geologist No. 1415 Orange County Water District Groundwater . California, Certified Hydrogeologist Replenishment System, Fountain Valley, CA. Senior No.41 Geologist. Provided oversight of geological conditions and - 40-Hour Hazardous Materials Health analysis for the project. The project consisted of modifying & Safety Course, 29 the OCWD Groundwater Replenishment System from 70 CFR 1910.120, 1990 MGD to 100 MGD. The project involved the Advanced Water Treatment Facility (AWPF) expansion, and the Secondary Effluent Flow Equalization project. The expansion required the construction of several new structures, including two 7.5 MG above -ground steel storage tanks, 1,000linear feet of 54-inch diameter pipeline, 200linear feet of 54-inch diameter pipeline, a UV facility for installation of two new UV trains, a decarbonation tower, a lime saturator, and other modifications and upgrades. Orange County Sanitation District P1-37 Primary Clarifiers 16-31 & Related Facilities, Fountain Valley, CA. Senior Geologist. Provided oversight of geological conditions and analysis for the project. The project included the construction of 16 new primary clarifiers with support equipment, improvements to existing primary clarifier 6-15 and improvements to primary clarifiers 1-5. Orange County Sanitation District P2-90 Trickling Filters Project, Huntington Beach, CA. Senior Geologist. Provided oversight of geological conditions and analysis for the project. A new secondary treatment facility with a rated treatment capacity of 60 MGD was planned and constructed at OCSD Plant No. 2 to upgrade the sewage treatment process to meet current secondary treatment standards. The project excavation required construction dewatering due to shallow groundwater conditions, river recharge and ocean tides. The Proposed Trickling Filters Project consisted of the following major structures: Three (3) Trickling Filters with diameter of about 150-foot each, Six (6) Secondary Clarifiers with a diameter of about 135-foot each, Solids Contact Tank and Sludge Re -aeration Facility, Trickling Filter Pump Station, Blower and Power Building, Odor Control Facility and 108-in diameter Primary Effluent Conduit. Orange County Sanitation District Brookhurst P2-66, Task 3, Huntington Beach, CA. Senior Geologist. Provided oversight of geological conditions and analysis for the project. The project involved the P2-66 headworks replacement within the Orange County Sanitation District's Plant No. 2 sewage treatment facility in Huntington Beach. TPUADCONSULTING RICHARD A. WITHERS, CPP, CMAS, CISM —&SysrLMDES IGNGROUP..IAC— SENIOR CONSULTANT EDUCATION • M.A., Security Management Webster University, San Diego Campus, 1997 • M.A., Computer Resources and Information Management, Webster University, San Diego Campus, 1997 • B.S., Criminal Justice and Criminology, University of Maryland, University College, 1994 • Former Adjunct Professor, University of Phoenix Online, College of Criminal Justice & Security: Security Management and Criminal Justice Graduate Programs PROFESSIONAL REGISTRATIONS I CERTIFICATIONS • Certified Protection Professional (CPP), ASIS International, (#727521), 1997 • Certified Master Anti -Terrorism Specialist (CMAS), Anti- Terrorism Accreditation Board, 2007 • Certified Information Security Manger (CISM), Information Systems Audit and Controls Association, (#0404401),2003 • Certified in Homeland Security — CHS-III, (#101568), 2003; Fellow, American Board for Certification in Homeland Security, 2015 • Infrastructure Liaison Officer (ILO), FBI - InfraGard- Los Angeles Chapter / DHS, 2010 • Infrastructure Protection Certificate, DHS - TEEX, 2017 AREAS OF EXPERTISE • Security Master Planning • Threat and Vulnerability Assessment • Enterprise Security Risk Management & Security Technology Convergence • Project Management • Counter -Terrorism / Counterintelligence / TSCM REPRESENTATIVE EXPERIENCE Mr. Withers is an internationally recognized subject matter expert with over 34 years of experience within the security industry. He is a Fellow, American Board For Certification in Homeland Security and Board Certified in Security Management as a Certified Protection Professional with an extensive background in Enterprise Security Risk Management; development, creation, and expansion of security policies, requirements, procedures, guidelines, specifications and organizational security architectures. His tenure as the Chief Security Officer (CSO) for several technical and Fortune 500 companies allows him to provide clients with expertise regarding security risk management, physical, personnel, privacy, project, information, and cyber security. As a retired Counterintelligence Officer, Mr. Withers provides a solid hands-on background in force protection, counter -terrorism, counter -espionage, and Technical Surveillance Countermeasures (TSCM). He served as a Deputy Federal Security Director with the Transportation Security Administration, and is thoroughly familiar with laws, mandates, and recommendation for the Department of Homeland Security along with those homeland security requirements for utilities, ports, airports, and other transportation facilities. Mr. Withers is a member of the Association of Threat Assessment Professionals (ATAP) and InfraGard, an information sharing and analysis partnership between the Federal Bureau of Investigation (FBI) and the private sector. SELECTED PROJECT EXPEREINCE UTILITIES Massachusetts Water Resources Agency, Security Assessments — Boston, MA (2019) — Vulnerability assessment of 3 critical sites — Security Assessment Recommendations Report Tarrant Regional Water District, Security Assessments and Security Master Plan Consulting — Port Worth, TX (2017 — 2018) — Project Manager & Senior Security Consultant — Security Organization Concept of Operations — Security Master Plan — Vulnerability Assessments of 25 Facilities Contra Costa Water District, Security Assessments and Recommendations Report — Contra Costa, CA (2017) — Project Manager & Senior Security Consultant — Vulnerability Assessments oft Water Treatment Plants — Recommendations Report iwn7FS.gSiw: RICHARD A. WITHERS, CPP, CMAS, CISM — Senior Consultant Placer County Water Agency, Security Master Plan Consulting —Auburn, CA (2016— 2017) — Senior Security Consultant — Security Standards Development — Security Master Plan — Vulnerability Assessments of 68 Facilities City of Buena Park Water Department, Vulnerability Assessment & Planning; and Security Upgrade for Boiserranc Well Consulting —Buena Park, CA (2015 & 2016) — Project Manager & Senior Security Consultant — Vulnerability Assessment — Recommendations Report — Security Upgrade and Recommendations for Boiserranc Well Metropolitan Water District of Southern California, Vulnerability Assessment Update and Security Program Review —Los Angeles, CA (2013 and 2018) — Project Manager & Senior Security Consultant — Vulnerability Assessments of 8 new or refurbished critical infrastructure sites — Security Operations Review — Security Plan Update Santa Clara Valley Water District, Security Planning Study Consulting —San Jose, CA (2008-2009) — Senior Security Consultant — District -wide site surveys and needs analysis of 23 sites New York Power Authority, Security Assessments and CIP Compliance Consulting —White Plains, NY (2008-2010) — Senior Security Consultant — Vulnerability Assessments — NERC CIP Compliance San Diego Gas & Electric, Orange Grove Energy Project, Security Plan Development Consulting —San Diego, CA (2008) — Senior Security Consultant — NERC/FERC Compliance Review — Security Plan Metropolitan Water District of Southern California, Task Based Security Consulting —Los Angeles, CA (2006-2008) — Project Manager & Senior Security Consultant — Assess Remote Site Entry Control Structures — Vehicle Barrier System Study — Perimeter Alarm Study — Institutional Key Control Study — VSAT Conversion City of Beverly Hills Water Department, Security Enhancement Project Consulting—BeverlyHills, CA (2006) — Senior Security Consultant — Site Surveys MUNICIPAL GOVERNMENT City of Portland, OR, Security Assessments and Security Master Plan Consulting —Portland, OR (2017-2018) — Vulnerability Assessments of92 Facilities — Security Master Plan Canyon County, ID, Vulnerability Assessments and Security Master Plan Consulting — Caldwell, ID (2017 — 2018) — Senior Security Consultant — Vulnerability Assessments of 18 Facilities — Security Master Plan City of Temecula, CA, City -Wide Video Surveillance Plan Consulting — Temecula, CA (2017) — Senior Security Consultant — City Video Retention Policy — City-wide Video Surveillance Plan Report — City-wide Video Operational Use Analysis City of Riverside, CA, Urban Area Security Initiative Consulting — San Bernardino & Riverside, CA (2016-2017) — Project Manager & Senior Security Consultant — Vulnerability Assessments of 71 Facilities — Entry of Assessments into the California Common Operating Picture (CaICOP) Software Platform. City of Riverside, CA, Urban Area Security Initiative Consulting — San Bernardino & Riverside, CA (2018 present) — Project Manager & Senior Security Consultant — Vulnerability Assessments of 105 Facilities — Entry of Assessments into the California Common Operating Picture (CaICOP) Software Platform. Riverside County, CA, Task Based Security & Technology Consulting — Riverside, CA (2015 — 2018) — Board of Supervisors Chamber Technology Upgrades — Riverside University Health System o Vulnerability Assessment ofRUHSMain Hospital and Campus — Moreno Valley, CA o Physical Security Recommendations for 15+ R UHS Off -Campus Projects — Transportation & Land Management Agency o SecurityAssessment of 20 TMLA locations o Recommendation Reports PROFESSIONAL AFFILIATIONS • Anti -Terrorism Accreditation Board (ATAB) • ASIS International ♦ Co -Chairman (2015 & 2016), Security Applied Sciences Council ♦ Past Chairman (2004 & 2005), Information Technology Security Council • Association of Threat Assessment Professionals (ATAP) • FBI - InfraGard • Information System Auditing and Controls Association (ISACA) • Information Security Systems Association (ISSA) • Marine Corps Counterintelligence Association (MCCIA) ♦ Vice -Chairman of the Board (2014 — Present) AL T%gCg�sMi BEYAZ & PATEL, INC. y: Subhash Patel, PESE Project Manager 10920 Via Frontera, Suite 210 San Diego, CA 92127 (858)451-0374 Beyaz & Patel � .. Qom. ��� '1�. ,,.•�`'° e� ti *q%.R xry 'V L'W. A Zp Y � EXHIBIT C Beyaz & Patel 7 Engl ""q expvr,x since 1975 November 14, 2019 Mr. Rudy Rosas CITY OF SANTA ANA 215 Center Street, Building A Santa Ana, CA 92703 10920 Via Frontera Suite 210 San Diego, CA 92127 (858) 451 �0374 phone Subject: Cost Proposal for Engineering Services for Seismic And Structural Assessment of the City's Potable Water Storage Reservoirs Dear Mr. Rosas: Please accept our rate sheets. Regards, Beyaz & Patel, Inc. Subhash Patel, PE, SE President and Principal Structural Engineer w .beyazpatel.com w Jacebook.com/beyazpatel #beyazpatel 1of2 BEYAZ & PATEL, INC. HOURLY BILLING RATE SCHEDULE Fiscal Year 2019 Professional Classification Hourly Billing Rates Principal Engineer $241.00 Senior Structural Engineer $209.00 Senior Engineer $164.00 Engineer $137.00 Technical Classification CAD Designer $130.00 Administrative Classification Clerical/Word Processing $75.00 Notes; 1. Hourly billing rates are adjusted annually at the beginning of the fiscal year. 2. Other Direct Costs will be billed at cost. 3. Mileage will be billed at Federal standard mileage rate. Rep & Patel, Inc.