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HomeMy WebLinkAboutRICHARD BRADY & ASSOCIATES, INC-A-2020-064INSURANCE NOT ON FILE NORK MAY NET PROCEED CLERK OF COUNCIL A-2020-064 DATE: 'QWUL` AGREEMENT TO PROVIDE ENGINEERING SERVICES FOR SEISMIC AND ruG�y YOiG1� STRUCTURAL ASSESSMENT OF WATER STORAGE RESERVOIRS THIS AGREEMENT is made and entered into this 7th day of April, 2020 by and between Richard Brady &- Associates, 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"). =-c RECITALS No A. On October 15, 2019, the City issued Request for Proposal No. 19-105, by which u 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: 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. shared>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, hied 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 2782.8, 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; (e) 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 71.4- 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: Richard Brady & Associates, Inc. 2655 Camino Del Rio North, Suite 100 San Diego, CA 92108 Attn: Richard Brady 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. hi 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 anypurchase 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 similar, 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: Clerk of the Council, . %j APPROVED AS TO FORM SONIA R. CARVALHO City Attorney J n M.Funk Assistant City Attorney RECOMMENDED FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency CITY OF SANTA ANA i; stine Rid City Manager CONTRACTOR Name: C t� A(f D Title:RY <� o Page 8 of 8 EXHIBIT 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. Cambridge Concrete 1.3 1 Variable 17.2 Area Crooke Concrete 6.0 1 Variable 21 Area John Garthe Concrete 15.8 3 277 35 South Concrete 6.0 1 219 22 Walnut Concrete 7.0 1 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 Engineering 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 — Engineering 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 AW WA 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 19-107 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: 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 EXHIBIT B as >.,I�lil_ a��rrrc a RICHARD BRADY B ASSOCIATES, INC. Prepared for: Principal Civil Engineer 2655 Camino Del Rio N, Suite 100 San Diego, California 92108 Phone: (858) 496-0500 www.richardbrady.net 215 S. Center Street, Building A Santa Ana, CA 92703 • BRADY's Proposed Project Manager, Richard Brady, P.E., BCEE, is one of the most experienced reservoir rehabilitation design experts in the United States with more than 150 million gallons of water storage tank experience in Southern California alone. • Richard Brady began his career at James M. Montgomery (JMM) Consulting Engineers in 1980. Mr. Brady is intimately aware of JMM concrete reservoir designs, (Crooke, Cambridge, South, and Walnut Reservoirs) • BRADY Vice President Max Dykmans, P.E., S.E., is the former Owner of DYK Incorporated (now called DN Tanks) and has been involved in thousands of individual prestressed concrete reservoirs during his decades at DYK, (John Garthe Reservoirs) • BRADY's Corporate resume exceeds 500 million gallons of reservoir projects in individual sizes from 250,000 gallons to 52 million gallons. • BRADY's concrete reservoir rehabilitation experience includes all types: conventionally reinforced concrete and prestressed concrete, and all shapes: circular, rectangular, square, and custom shapes. • Lee Biggers, P.E., S.E., is a BRADY Vice President and leads our Structural Engineering Group. Lee has more than 45 years of experience in concrete reservoir rehabilitation up to 21.5 MG. • BRADY's lower overhead structure will deliver cost competitive engineering services, with unmatched quality and experience. (Alvarado WTP - 2 x 21 MG & 1 x 35 MG Prestressed Concrete Reservoirs) (9 RICHARD BRADY & ASSOCIATES, INC. SIVIG Circular Prestressed Concrete Reservoir Inspection, City of Fountain Valley, CA Max Dykmans, RE., S.E.; Richard Brady, RE., BCEE; R. Lee Biggers, RE., S.E.; Randy Smith, Jacob Finkler, P.E. (From left to right) 0 RICHARD BRADY & ASSOCIATES, INC. A. Cover Letter • Richard Brady, P.E., BCEE and BRADY CEO is the authorized representative who can make legally binding commitments for BRADY. • BRADY's type of business entity is a C Corporation. B. Agreement • BRADY takes no exceptions to the City's Standard Agreement. C. Firms and Team Experience • Richard Brady, P.E., BCEE will serve as the project manager/principal agent. • George Murdoch will be in charge when Richard Brady is unavailable. • Key personnel include Max Dykmans, P.E., S.E., Lee Biggers, P.E., S.E., Amanda Del Bello, P.E., Jacob Finkler, P.E., Howard Johnson, Ryan Nishimura, P.E., and George Murdoch. • Firm size is 55 employees. We are pleased to report we don't have 90,000 employees and we're not listed on the New York Stock Exchange. • Richard Brady & Associates (BRADY) is a professional services organization where our reputation is our number one priority. Clients get "roll up the sleeves" customer service the old fashioned way, where we place client satisfaction above quarterly profits. BRADY is not a bottom line driven organization. • Richard Brady will be the primary contact person to represent BRADY. D. Understanding Scope of Services • BRADY strongly believes that concrete reservoirs from the 20th century can be rehabilitated and salvaged at a cost much lower than replacement. A concern that the City should be aware of is that large consulting firms don't share this philosophy because of their corporate desire to assume zero risk. It is less risky to design a replacement reservoir over rehabilitation. BRADYseeks to find maximum value for our clients where being cost conscious is a major driver, E. Relevant Project Experience • BRADY's resume for completing similar assignments in the past 5 years in southern California is unmatched by any other firm, regardless of their size. F. References • This is BRADY's strong point. We know our clients will provide rave reviews for our past performance. We encourage you to call every reference we have provided. RICHARD BRADY & ASSOCIATES, INC. November 14, 2019 Mr. Rudy Rosas. P.E. Principal Civil Engineer City of Santa Ana Public Works Agency 215 S. Center Street, Building A Santa Ana, CA 92703 Subject: Engineering Services for Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs — RFP No. 19-105 Dear Mr. Rosas, Richard Brady & Associates, Inc. (BRADY) is pleased to submit this proposal to provide Engineering Services for Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs. BRADY will provide the City of Santa Ana with a team of highly skilled, Southern California - based professionals committed to providing responsive service and successful project execution. Our team brings a wealth of relevant past experience that will directly benefit the City in the performance of these seismic and structural evaluations. Our staff has worked on more than 100 reservoir projects exceeding 500 million gallons in total water stored. Given the importance of this project to BRADY. I (Richard Brady,P E BCEE) will serve as the Proiect Manager for this assignment. When including the resume of BRADY Vice President Max Dvkmans. P.E.. S.E.. to mine, our reservoir resume is unmatched by any firm in the United States, including any firm in the ENR Top 50. Max is the former Owner of DYK Incorporated (now called DN Tanks). He is well known throughout the industry as an expert in reservoir design, construction, and rehabilitation and has been involved in thousands of individual reservoirs during his decades at DYK. His experience will be invaluable for the review of the City's prestressed concrete reservoirs (the John Garthe 5 MG twin reservoirs) and the circular 6 MG South Reservoir (Pritzker design). Our niche is in the water market with a specialized emphasis on water storage projects. Our projects have been completed in partnership with a diverse range of public interest organizations, regulatory agencies, corporate stakeholders, and active local community interest groups. Projects have been located in a variety of environments, from populated beach communities to rural parts of Southern California. BRADY has unmatched and extensive knowledge of reservoir design and construction, as not only RICHARD BRADY &ASSOCIATES, INC. are we a designer of reservoir projects, we also possess a State of California Class A contractor's license (#778834) and have completed numerous design -build reservoir projects as the General Contractor. Our outstanding service and reputation in Southern California area result of successfully completing challenging reservoir designs, construction and rehabilitation projects. In 2017 we were contacted by Vista Irrigation District (VID) regarding a serious structural issue with one of their critical 5.0 MG prestressed concrete reservoirs constructed in 1961. The external gunite coating had spalled in several areas at the base of the tank, allowing corrosion and failure of the external wrapping wire (see photos). With the failure of the 5.0 MG Westminster Reservoir in 1998 forever in the memories of firms working in the reservoir design and construction business, we immediately advised VID to take the tank out of service and commenced an evaluation of the structural integrity of the 55-year-old reservoir. We developed a rehabilitation Plan that BRADY Performed under a sole source contract as the General Contractor and Designer of Record for $3 490 000 with the primary purpose to return this reservoir to service as soon as possible. The work was completed in less than 9 months, roughly twice as fast as that would be achieved through a design - bid -build execution model. The project was deemed a huge success for VID, and as result thev contracted BRADY for a second similar 5.0 MG reservoir rehabilitation project that is currently underway at a sole -sourced contract cost of $6 317 331(see photo below). For further proof that BRADY is southern California's leader for the rehabilitation of concrete tanks, the City of Upland chose BRADY over all other firms in the industry to assess their existing 7.5 MG Reservoir 15 in November 2016. The existing Reservoir 15 is a "Pritzker Tank" (a form of a prestressed concrete reservoir similar to Santa Ana's South Reservoir) built in the mid-1970s. It is similar in construction to the 5.0 million -gallon Pritzker tank that failed catastrophically in Westminster, CA. Due to this unfortunate design similarity and because the tank is completely exposed at grade, the City made the decision to build a new reservoir adjacent to the existing reservoir. BRADY designed the new 7.5 MG replacement reservoir that will begin construction in 2020. In the meantime. the City hired BRADY via a sole source contract to install a number of 7-wire strand "belts" around the entire reservoir as a Precautionary move given the new tank won't be in service for up to two years (see Photos below). , C RICHARD BRADY & ASSOCIATES, INC. Lee Biggers, P.E.. S.E.. BRADY Vice President and head of our Structural Engineering Group will serve as our Project Structural Engineer. Mr. Biggers has more than 45 years of structural engineering experience on a vast number of reservoir projects, many of which involved concrete tanks similar to the City's tanks to be studied in this contract. This experience includes the award winning 21.5 MG Overmyer reinforced concrete reservoir rehabilitation project for the City of Huntington Beach. In addition, Lee is thoroughly versed in and knowledgeable of all current building codes and regulatory structural requirements. Howard Johnson, BRADY Executive Vice President and former Utilities Manager for the City of Huntington Beach, will serve as our Technical Advisor on this project. Howard has over 30 years of "hands on" experience with operating distribution systems and reservoirs, and therefore is an invaluable asset for an assignment like this. George Murdoch, BRADY's Orange County Office Manager and former Utilities Manager for the City of Newport Beach will serve as our Quality Assurance Manager (QAM) on this project. Like Howard, George has over 40 years of "hands on" experience with operating distribution systems and reservoirs, and therefore is also an invaluable asset for an assignment like this. Both Howard and George have the operator's perspective in mind, and are well known and respected throughout the Los Angeles and Orange County water industry. As requested in the RFP, I, Richard Brady, am the authorized representative who can make legally binding commitments for BRADY. BRADY is a C Corporation. We look forward to the opportunity to serve the City of Santa Ana and its project management staff and operations staff. If you have any questions regarding our proposal, please contact me directly at 619/701-1956 or by email at rbrady@rbrady.net. Sincerely, CEO RCE #36175 BRADY has read and understands the City Professional Services Agreement. BRADY is prepared to sign an agreement that includes indemnification and hold harmless language. BRADY has not identified any issues related to the Professional Services Agreement. RICHARD BRADY & ASSOCIATES, INC. �J QUALITY ASSURANCE / QUALITY CONTROL George Murdoch ELECTRICAL Ryan Nishimura, PE PROJECT MANAGER Richard Brady, PE, BCEE INTERIOR CONDITION ASSESSMENT / DIVE TEAM Jacob Finkler, PE Amanda Del Bello, PE Randy Smith SITE SURVEY Coast Survey Nick Coates ASSISTANT PROJECT MANAGER Amanda Del Bello, P.E. NOVA Services TECHNICAL ADVISOR Howard Johnson STRUCTURAL / SEISMIC EVALUATIONS R. Lee Biggers, PE, SE CIVIL / DESIGN Joel Reyes Garrett Murawsky, PE M V&A Engineering RICHARD BRADY & ASSOCIATES, INC. 4 RtQsygATWN PAY Reservoirs; civil Richard Brady BS Civil Engineering PE BCEE 39 Project Manager engineering; value engineering; project I management. MS Structural Interior Reservoir design; Jacob Finkler BS Civil PE 11 Assessment & structural engineering; Engineering Dive Engineer civil engineering Seismic and structural Lee Biggers BS,MIS Civil PE, SE 45 Structural engineering; ng; Engineering Engineer reservoir design and rehabilitation Grade V Water Distribution; George Murdoch Grade 11 Water Treatment; 40 QA/QC Manager Quality Assurance/ AWWA Grade Quality Control III Water Distribution Assistant Project Amanda MS Civil Manager Reservoir design; Del Bello BS Civil PE 10 / Interior structural engineering; Engineering Assessment & civil engineering Dive Engineer Garrett MS Civil Murawsky BS Civil PE 4 Civil / Design Design Production Engineering Joel Reyes 40 CADD Section Design Production Manager Ryan Nishimura BS Electrical PE 20 Electrical Electrical Design, SCADA, I&C start-up & Engineering Engineer Testing Reservoir and BA Business State License watertreatment Howard Johnson Administration Water Treatment 35 Operations plant operations Operator and maintenance; hydraulics, N RICHARD BRADY &ASSOCIATES, ING, BRADY is both an engineering firm and Class A general contractor. BRADY has the capacity to perform all of the design work using our in-house design disciplines. Subcontractors will include: SURVEYING, INC. c Coast Surveying, Inc. has provided land and engineering surveying services throughout Southern California for the past 38 years offering a broad range of surveying services that includes Construction Layout, Design Surveys, Aerial Mapping, Property Related Surveys and Structural Monitoring Surveys. Current and recent clients include the City of Los Angeles, LA Metro, SCRRA, Caltrans, US Navy, OCTA, LAWA, the counties of Orange and Los Angeles, and numerous municipalities. Coast Surveying has a proven track record of providing the surveying services on schedule and within budget. At Coast Surveying we pride ourselves on our depth of surveying experience, our accessibility, our accountability and our responsiveness. Coast Surveying is a Certified DBE/SBE firm and operates from a single location in Tustin, California. Coast currently employs 28 people, S of who are professional licensed surveyors. RICHARD BRADY & ASSOCIATES, INC. 6 Though no project can follow a "cook book" approach, there are many things we've learned over the years that form the basis of our initial thinking for reservoir rehabilitation projects. The critical and/or unique elements of this project are significant but not unusual. As noted above, we view reservoir projects as civil engineering designs with a hydraulic emphasis. If you don't get the hydraulics right, everything else falls apart. We take understanding existing hydraulics very seriously, and recognize it as and one of the most important aspects of a reservoir rehabilitation design. Our experienced structural team has successfully rehabilitated concrete tanks up to 21.5 MG. We have found what makes a reservoir project unique are the hydraulic considerations and ensuring water reliability and water quality. Items we address in our assessment of the pros and cons for each alternative include: 1. Hydraulic considerations. How does the reservoir function with the entire system? 2. How is flow distribution within the reservoir handled? 3. How is water quality assured by proper distribution and mixing over a continuous period? 4. How can we assure reservoir turnover to manage the "age of water"? 5. Access for operations and maintenance: How do we assure safe access, where do we locate new hatches, and how do we provide adequate ventilation and lighting? For example, BRADY strongly recommends that internal stainless steel stairs be installed to eliminate the need to scale a 20 to 30- foot ladder, no matter how many safety measures are provided. We strive to eliminate any way a person can be injured by entering a reservoir. 6. Overflow and drainage. Where does overflow discharge to? How is drainage of the reservoir satisfied? Designing for the City's 0&M personnel is a critical success factor and BRADY will work closely with the City's 0&M staff. Though it may be a functional solution to a problem a project is often considered a failure by the designers in hindsight if the needs of O&M are not thoroughly satisfied. In addition to the technical approach, a well thought out management approach is the other side of the balance beam. We know from our long history in the water business that schedule and budget compliance are critical success factors. We know the City has the public to answer to, and there is nothing worse than going over budget or long on schedule which means going back to the City Council. Making sure we don't go down this path begins with a clear understanding of the project's scope and the City's specific requirements, the assembly and commitment of an experienced team alongwith all necessary resources, establishment, monitoring, and maintenance of the project's deliverables within set parameters, which includes schedule and budget, and U RICHARD BRADY & ASSOCIATES, INC. execution of the work with all appropriate levels of review to ensure that the project's delivery meets the standards and expectations of the City. All of the City's reservoirs to be studied under this contract have lived long lives and have served the City well for many decades. The City's reservoirs were once state of the art and very commonly used throughout the Southern California region. Each of these design solutions lasted well into the 1990's and early 2000's for small to medium sized tanks, surviving many earthquakes. For example, the 20 MG Alvarado Regulating reservoir design of 1946 and the 35 MG Earl Thomas reservoir design of 1955, both located at the City of San Diego's Alvarado Water Treatment Plant, were "state of the art" for their era, but could not stand the test of time. Given their extreme poor condition, there was no alternative to demolition and replacement. The demolition and replacement of these two large reservoirs were designed by our Project Manager, Richard Brady, P.E., BCEE. We have successfully met this challenge before in an award -winning way. We were able to squeeze 42 MG of new storage in the existing 20 MG footprint by raising the HGL by 1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Alvarado WTP, 1950s, 20 MG and 35 MG Reservoirs 20 MG Regulating Reservoir, 1992, roof in distress Demolition, sloped walls, gunite removed Subgrade for the two new 21 MG Reservoirs Floor slab underway, shoring in place West Reservoir accelerated construction 75%complete, West Reservoir (right side of photo) 90%complete, West Reservoir (right side of photo) West Reservoir placed into service (right side of photo) Project completed, APWA 1998 National Project of the Year for the United States (all projects), $25M or less foot, and lowering the bottom by 20 feet. This project from start to finish can be seen in the progressive photos below. The time has come to rehabilitate the City's reservoirs with 21st century design standards and to comply with today's structural design codes that continue to evolve, typically after the most recent devastating earthquake (Northridge, 1994). How this project turns out will depend on how we make the key decisions together. Resolving these issues in a timely and cost-effective way is the "BRADY sweet spot". We always search for the easiest solutions to a problem and follow the path of least resistance. Where Reservoir Projects Go Wrong? — the BRADY Focus 1. Any potential environmental issues are not resolved in advance. Keeping promises is critical. 2. Hydraulics. Reservoirs and associated pump stations are actually attempts to solve a hydraulic problem — how to deliver water in the desired quantity and pressure, all of the time. 3. Overflow events. The amount of water released in an overflow can be significant, and substantial downstream damage can occur to private properties unless this hydraulic issue is thoroughly understood. 4. Confined spaces/safety. As noted previously, it is always important to consider the safety of Operations and Maintenance (O&M) staff during the design. It is our desire to minimize confined spaces at all times, but when unavoidable, to provide superior means of ingress and egress such as internal and external stairs to provide the best design for those tasked with 0&M of a facility. The existing reservoirs are actually very large confined spaces, any improvements we can make to improve access and safety is worth the exercise. 5. A study of "unintended consequences" should be a part of the early planning process. Takine facilities even partially out of service that currently perform an essential daily water supply function is never as easy as it sounds. We know from our long history working on very similar projects, it is imperative to "keep the water flowing". We know that every activity requires the development of a detailed sequence of events to show how the work will be performed in the most expeditious method possible, with the most important component — the contingency plan — in the event assumptions do not turn out as planned. 6. We strongly believe that the City's existing reservoirs are ideal candidates for complete rehabilitation, at a cost considerably less than constructing a new tank. BRADY has completed many "tank within a tank" projects, most notably the 21.5 MG Overmyer Reservoir for the City of Huntington Beach. The reservoir roof was removed, columns were reinforced, a new wall and floor were placed on the inside of the existing reservoir to act as "form work". We replaced the roof and returned 21.5 MG to service at a cost of $6.6M, which was a staggering savings to the City. Most recently, in a design/build sole source contract for Vista Irrigation District, we rehabilitated a 5.0 MG reservoir that was built in 1961. We completed the project at Y2 the cost of a new tank, in %: of the time. Photos of other "before" and "after" photos are shown on the following page. RICHARD BRADY &ASSOCIATES, INC. 9 Methods BRADY will use to execute our approach: 1. Conduct the kick-off meeting the day following the notice to proceed. This meeting will be in a workshop format between all BRADY staff assigned to this project and City of Santa Ana engineering and operations and maintenance staff. Roles and responsibilities will be defined; system hydraulics will be reviewed in sufficient detail to eliminate any assumptions; project objectives will be identified as target goals that must be met; and all critical path items will be identified. 2. As it stands now, we see the critical path items as follows: a) Research and documentation of existing conditions and utilities. BRADY will conduct a site reconnaissance of each site and appurtenant facilities with City personnel. This task will serve to inform the team of logistical considerations, site layout constraints, utility locations (both above ground and underground), and other concerns. The BRADY Team will corroborate data on existing plans to confirm preliminary plans, layouts, locations of utilities, improvements and other related facilities. b) If necessary, BRADY is prepared to conduct dive inspections with our two certified structural engineer/divers, Amanda del Bello, P.E., and Jacob Finkler, P.E. (photos below) c) Confirming all hydraulic assumptions. d) Reviewing our new geotechnical studies to confirm reservoir structural seismic design criteria. e) Completing the seismic review of the existing designs is a key decision point. Understanding how we will bring the existing reservoirs "up to code", perhaps installing baffling systems to achieve desired improvements in circulation, and provide access to complete interior work is critically important. BRADY will assign individual task leaders to work in tandem to complete the critical path items. TASK LEADER AR";EA,OF RE5PDNSI61_L•'ITY Garrett Murawsky, P.E. Existing Condition and Utilities Richard Brady, P.E., BCEE Confirm Hydraulic Assumptions Howard Johnson George Murdoch Amanda Del Bello, P.E. Interior Dives and Interior Condition Assessment Jacob Finder, P.E. Randy Smith R. Lee Biggers, P.E., S.E. Seismic Evaluations Max Dykmans, P.E., S.E. Richard Brady, P.E., BCEE Basis of Design Reports George Murdoch Howard Johnson Of specific concern, the City's existing 6 MG South Reservoir will be our immediate focus due to the design similarity to the City of Westminster's 5 MG Pritzker tank failure in 1998. The tank was designed following the "Pritzker" method for prestressed concrete, and became notoriously famous when the City of Westminster's 5 MG Pritzker tank failed catastrophically on September 21, 1998 at 5:45 a.m., instantaneously releasing a full 5 million gallons of water into the adjacent residential neighborhood. We are aware that the City reinforced the reservoir following the Westminster failure, and the City's reservoir still in service is partially below grade, making the chance of catastrophic failure unlikely. The only known Pritzker still in service is a 7.5 MG reservoir owned by the City of Upland. For the City of Santa Ana, 21 years has passed since the Westminster failure. The existing reservoir is showing signs of some distress. Spalling concrete is occurring, which means corrosion of reinforcing steel is occurring. Some steel reinforcement is likely now exposed to the elements. RICHARD BRADY & ASSOCIATES, INC. 11 For all the reservoirs in question, BRADY's approach will be separated into two phases: Phase 1 1. Interior boat inspection by BRADY structural engineers to view the underside of the reservoir roofs; the reservoir elevation should be as high as possible to allow the best view, but also provide enough headroom for the engineers. 2. Drain the reservoir to allow BRADY structural engineers to assess the structural condition of the reservoir floor, columns, walls, and wall to footing interface. 3. Conduct an inspection of the reservoir exterior. 4. Perform corrosion assessments for each reservoir. 5. Perform site specific geotechnical studies. 6. Obtain site specific surveys. 7. Perform tank security assessments for each site. 8. Review the existing structural drawings, to determine whether the reservoir meets current structural/seismic design codes, with specific emphasis on the reservoir roofs. 9. Discuss what it will require to take the reservoir out of service for an extended time to allow for construction lasting up to 12-18 months. 10. Prepare a letter report of our findings, conclusions, and recommendations. Meet with the City and to discuss the contents of the report. Phase 2 1. Investigate design options to repair and rehabilitate each reservoir and to bring them up to current seismic design codes. 2. Prepare repair strategies. 3. Develop cost estimates for proposed repair options. 4. Develop construction schedules. 6 4 RICHARD BRADY & ASSOCIATES, INC. 12 A partial list of projects performed by BRADY containing similar scope details, and contact information are summarized in the table below. PRbJE,TSCOPE O WORK = ' PR�JET REFERENCE<-' 40CATION:, TEAM .- ... CNTA4C= . 35 MG Earl Thomas Design and Construction Administration Richard Brady, PE Mike Wallace Reservoir/Clty of San Diego 619/419-6984 21.5 MG Overmyer 2 small reservoirs were demolished Richard Brady, PE Debbie DeBow Reservoir/City of (1 and 1.SMG) and a 21.5 MG Lee Biggers, SE 714/536-5528 Huntington Beach reservoir was rehabilitated; design and construction administration 5.0 MG HP Reservoir Design -build for the rehabilitation of a Richard Brady, PE Randy Whitman Rehabilitation 5.0 MG prestressed concrete reservoir Lee Biggers, SE 760/597-3187 originally constructed in 1961 2-21MG Regulating Design and Construction Administration Richard Brady, PE Norm Pierce Reservoirs/City of San Diego 619/987-1915 (retired) 7.5 MG Prestressed Design of the new Prestressed Concrete Richard Brady, PE Bob Critchfield Concrete Reservoir/City of Reservoir Lee Biggers, SE 909/291-2930 Upland 5.0 MG Reservoir and Design -build for the rehabilitation of a Richard Brady, PE Temo Galvez Booster Pump Station/City 5.0 MG prestressed concrete reservoir Lee Biggers, SE 714/593-4517 of Fountain Valley originally constructed in 1972 10 MG San Antonio Park Structural review and rehabilitation Richard Brady, PE Bob Critchfield Reservoir Evaluation/City of analysis study Lee Biggers,. SE 909/291-2930 Upland Amanda Del Bello, PE 5.0 MG HB Reservoir Design -build for the rehabilitation of a Richard Brady, PE Greg Keppler Rehabilitation 5.0 MG prestressed concrete reservoir Lee Biggers, SE 760/597-3136 originally constructed in 1961 Amanda Del Bello, PE 20 MG Pechstein Reservoir Structural review and roof rehabilitation Richard Brady, PE Greg Keppler Rehabilitation analysis study Lee Biggers, SE 760/597-3136 Amanda Del Bello, PE 7.5 MG Pritzker Tank Interim Design/Build Fix Richard Brady, PE Bob Critchfield Repair Lee Biggers, SE 909/291-2930 6;0 MG Peters Canyon Evaluation of Roof Replacement Richard Brady, PE Lisa Ohlund Reservoir/East Orange Alternatives Lee Biggers, SE 949-842-3351 County Water District 10 MG El Morro II/Laguna Structural review and rehabilitation Richard Brady, PE David Youngblood County Water District analysis study Jacob Finder, PE 949-342-1440 Lee Biggers, SE 2-1 MG Reservoirs and 1 at Structural review and rehabilitation Richard. Brady, PE Mark Reifer 10MG/California American analysis study, design for improvements Lee Biggers, SE 626-614-2517 Water Jacob Finkler, PE 2-8 MG Reservoirs Structural review and rehabilitation Richard Brady, PE Scott Miller analysis study Lee Biggers, SE 714-548-3693 Amanda DeI Bello, PE 0 RICHARD BRADY &ASSOCIATES, INC. 13 35 MG Earl Thomas Reservoir/City of San Diego 21.5 MG Overmyer Reservoir/City of Huntington Beach 2-21MG Regulating Reservoirs/City of San Diego 5.0 MG HIP Reservoir Rehabilitation/ Vista Irrigation District 7.5 MG Pritzker Tank Interim Repair 0 RICHARD BRADY & ASSOCIATES, INC, 14 CITY OF HUNTINGTON BEACH Debbie De Bow, P.E. (714)536-5528 gOVM1TdIN b x - 7ytYCITY OF FOUNTAIN VALLEY J; imc . Urvty. cn�P VISTA IRRIGATION DISTRICT U CITY OF UPLAND Bob Critchfield, P.E. (909)291-2930 EAST ORANGE COUNTY WATER DISTRICT Lisa Ohlund (949)842-3351 LAGUNA COUNTY WATER DISTRICT David Youngblood, P.E. (949)342-1440 VISTA IRRIGATION DISTRICT (VID) Randy Whitmann, P.E. (760)597-3187 RICHARD BRADY & ASSOCIATES, INC. 15 0 RICHARD BRADY & ASSOCIATES, INC. 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 napes if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Vista Irrigation District (VID) Customer Name: Contact Individual: Randy Whitmann P.E. Address: 1391 Eneineer Street Phone Number: 760-597-318*7 Vista, CA 92081-8840 Facsimile Number: Contract Amount: $3,491,000 Year: 7/2016 - 5/2018 Description of supplies, equipment, or services provided; HP Reservoir - Study recommendations design rehabilitation Reforence Customer Name: City of Fountain Valle�L_Contact Individual: Temo Galvez P.E. Address: 10200 Slater Avenue Phone Number: 714-593-4517 Fountain Valley CA 92708 Facsimile Number: 714-593-4494 Contract Amount: $338,715 Year: 1/2019 - 6/2020 (ongoing) Description of supplies, equipment, or services provided: Reservoir 2 & pump station - study, recommendations, design, CM of rehabilitation and new structures. Reference Customer Name: City of Upland Contact Individual: Rob Critchfield P.E. Address: 1370 N Benson Ave. Phone Number: 909-291-2930 Upland, CA 91786 Facsimile Number: NA Contract Amount: $705,390 - Year: Description of supplies, equipment, or services provided: 6/2017 - 7/2018 Reservoir 15 - Study, recommendations design fix for Pritzker tank THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair Services Page 20 of 35 tiY RICHARD BRADY & ASSOCIATES, INC. A-17 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, orto 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 State of California County of Subscribed and sworn to (or affirmed) before me on this `day of , 20_, by proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me Notary Public Signature Notary Public Seal City of Santa Are - RFP 19-032 Emergency Water and Sewer Repair Services Page 27 of 35 r .:.� �' = RICHARD BRADY& ASSOCIATES. INC. B-78 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of a , aq 0 Subscribed and sworn to (or affirmed) before me on this 1l day of N ctt)w 20 / `i by 9i'4-Aaer/ �r�y proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Signature (Seat) OPTIONAL INFORMATION DESCRIPTION. OF THE ATTACHED DOCIJMENT (Tjga orese ddpllon otal(ached document) Q (Title or description of attached dowmmrtmnttnuce) Number of Pages t Document Dale Additional information 2016 Version wewffiomryrinsses. MM 8004!79-9066 0 MAN OYNMANS Notary public - Callfomid 4 San Wage County #� Commission d 2298521 MY Comm. Expires Aug 21, 2022 INSTRUCTIONS The meant ofal tumts wartploladln Calsun is offer January 1, 201B uncertain 7bekrm as set forth Whin this Jmet. Tbem am reorientations. Its Jurel to be completed does not followthtsfmm, the noterymnst cormdthe vaceiage, by using ajuml clamp coMe mbri the essuct eastern or ahaching a someone jural form such as this one with does contain sta proper wording.. In addlism, the notary must require an cast or alOrarohn Isom the occasional signor regarding the Iruifoubmss of the contorts V the document. The document must be signed AFTER the oalb oraPormallrn. If the document was potentially signed. It most he resigned in fmnl cribs salarylartat during the lmatprocess. • State and county Information must be the state and county where the Document slgnerng personally appeared before the notary public. • Date of notadzallon must be the date (he signers) personally appeared which must also be the same dale the Iurat process Is completed. • Print the names) of the document alrymu s) who personally appear at the Line of notarization. • Signature of the notary public must match the signature on file with the office of the county clerk • The notary seal Impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, na-seal If a sufficient area permits, otherwisecomplete a different fuat [on, v Additional information Is not required but could help to ensure this )Lira(Is not misused or attached to a different document. 4 Indicate title or type of attached document, number of pages and data. • Securely attach this document to the signed document with a staple. RICHARD BRADY & ASSOCIATES, INC. B-19 CITY OF SANTA ANA ' RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NON -LOBBYING CERTIFICATION 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 the undersigned, to any person for Influencing or attempting toinfluence 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-LLL, 'Disclosure 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 shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. Signed: Title: Firm: _ �ff�tL�Qi�%CA&I Date: ?—(II %, City of Santa Ana - RFP 10-032 Emergency Water and Sewer Repair Services Page 1 of 35 0 RICHARD BRADY & ASSOCIATES, INC. c-20 CITY OF SANTA ANA RFP NO,: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NON-DISCRIMINATION CERTIFICATION The undersigned Consultant or corporate officer, during the performance of this contract, certifies as follows: 1, The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall fake 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, thefollowing: 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 thesaid 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 19-032 Emergency Water and Sewer Repair Services Page 29 of 36 I ;. RICHARD BRADY & ASSOCIATES, INC, D-21 CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES The Consultant shall include the portlon.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 means of enforcing such provisions, including sanctions for noncompllance; 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 bythe 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 publlcworks 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: Title: l Firm: l` i t-kAAf9 RY-;k 9 SO f,"��� Y Date: I ^ I I ^- ( I City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair Services Page 30 of 35 °'r RICHARD BRADY & ASSOCIATES, INC. D-22 YEARS EXPERIENCE 39 YEARS WITH FIRM 20 (Firm's Owner) PRIMARY WORK LOCATION San Diego EDUCATION BS. Civil Engineering. San Diego State University, 1980 Leading Professional Service Firms, Harvard Business School LICENSES / CERTIFICATIONS Civil Engineer. California No. 36175 Diplomate, American .Academy of Environmental Engineers, No. 97-20026 PROFESSIONAL AFFILIATIONS American Public Works Association American Water Works Association San Diego County Water Works Group r i �gi Richard Brady, PEw BCEE Principal in -Charge & Project Iblanaper Prof essiorlal Summary Richard Brady is the founder, President and Chief Executive Officer of Richard Brady &.Associates (BRADY). He has 39 yaars of experience in water resources planning and in the design, management, and constructoo administration of drinking water supply projects. His fields of specralizatlon include: predesign, design. value engineering, construction management. and start tip services for many large at water treatment plants, pump stations. and reservoir projects. Mr. Brady is a graduate of Harvard Business School's "Leading Professional Service Firms" and the "Owner -President Management" program. He is also an Internationally - recognized water engineer, and a contributing author to the AWWA's 'Water Treatment_ Plant Design". He has served as the Program Manager for the City of San Diego Water Infrastructure Master Plan. and his design experience includes nationally -acclaimed water treatment facilities. Project Experience 35 MG Earl Thomas Reservoir Demolition and Replacement Project, Client: Malcolm Plmie and the City of San Diego Title: Project Manager Design of a 35 MG presU essed concrete, circular reservoir 411 feet in diameter and 40 feet tall. Responsible for civil site work, including the appurtenant piping, pumping, and Flow control equipment required for operation of the new clearwell. Design services include preparation of civil site plans; structural. mechanical, and electrical drawings, and supplemental specifications for the prestressed concrete tank. Two Partially Buried 21 MG Prestressed Concrete Reservoirs Client: City of San Diego, California Title: Project Manager Managed construction administration phase of the reservoirs. Each reservoir has a diameter of 311 feet and a water depth of 39 feet. A portion of the roof of one of the reservoirs became a Native Plant Demonstration Garden featuring plants indigenous to San Diego. From this garden, the nature study area of the canyon below and areas surrounding the plant are interpreted. 4.5 MG Miramar Ranch North Reservoir Client City of San Diego Tilde: Project Manager Managed the design and construction phase of a 4.5 MG pre -stressed concrete reservoir. 1.1 MG Alvarado Water Treatment Plant Filter Backwash System Rehabilitation Client. Malcolm Pirnia and the City of San Diego Title: Project Manager Design and construction of a 1.1 NIG prestressed concrete, circular backwash tank 65 feet in diameter and 45 feet tall. Responsible for civil site work, including the appurtenant piping, pumping, and flow control equipment to replace the existing filter backwash system for eight 120 mgd filter modules. Design services include preparation of civil site plans: structural. mechanical. and electrical drawings; and supplemental specifications for the prestressed concrete tank. RICHARD BRADY & ASSOCIATES, INC. E-23 BRADY Richard r ye PE, BCEE Princioai in -Charge & Project Nlaneoer Point Loma Water Tank and Pipeline Client: City of San Diego Tale: Project Manager Design of a 650.000 gallon pre -stressed conerc [ resenvoir, and 1,000 feet or 12nnch diaru t i steel pipeline to son✓a, indussrial and flrerleW requirements at the Point Loma Wa t evaf. Treatrreot Plant. 3.2 MG Santa Ynez Reservoir Clients Santa Ynez River Water Conservation District Title: Project Manager Managed the construction phase of a 3.2 MG pre -stressed concrete reservoir and responded to contractor requests for clarifications and provided project assistance to resident construction manager. 17 MG Conventionally Reinforced and Buried Los Coches Reservoir Client. Padre Dam Municipal Water District Responsible for predesign, design, and construction management. 1.O MG Steel Tank and Booster Pump Station Client U.S. Navy Responsible for predesign, design, and construction management. 3.3 MG Shadowridge (Lupine Hills) Reservoir Client: Vista Irrigation Oistrict Responsible for predesign. design, and construction management of a partially buried prestressed concrete reservoir. Otay Water Treatment Plant Upgrade Client: Montgomery Watson Harza Title: Project Manager Design of a new U.V. disinfection system and ancillary facilities, including yard piping, grading, chlorine contractor. and related work to be added to the existing water treatment plant. The plant is designed for an immediate upgrade to 40 mgd and for the future expansion to 60 mgd. Project included the study of plant hydraulics and emergency power requirements. City of Poway WTP Aqua Ammonia Feed Facility Client City of Poway Title: Project Manager Design of a new aqua ammonia facility at the 36 mgd Lester J. Berglund Water Treatment Plant in the City of Poway. Design of a new chemical feed building, chemical storage facility. concrete enclosure for the 6,000-gallon aqua ammonia tank. and new yard piping. Responsible for review and approval of contractor submittals and request for information. Seismic Evaluation Study of Three Prestressed Concrete Reservoirs Client: City of Cerritos Title: Project Manager Performed a seisinic evaluation study of three prestressed concrete reservoirs. The first reservoir is a 12 MG partially buried concrete reservoir. The second and third are both 6 MG above ground reservoirs. Investigated current condition and structural integrity of each reservoir through an examination or all project related documents. Participated in a site investigation, and performed detailed analytical structural calculations, and developed a preliminary structural design and cost estimate to retrofit the reservoirs. Overmyer Booster Station and Reservoir Rehabilitation Project Client: City of Huntington Beach Title: Project Manager 0) RICHARD BRADY &ASSOCIATES, INC. E-24 BRADY Richard Brady, PEA SCEE Priociaal in -Char ;e « Project (Via ?a er Design of rahabi!itah rl methods ror t le 21.5 MG partially bread O,em.yar Reservoir No. 3, including 11oin )Iibon plans for two reservoirs located adjacent to Overmyer No. 3 and the upgrade and rehabilitation of the Ove nyer Booster Pumping Station. Pumping staton houses two Johnston vertical turbine pumps that ar driven by 450 HP Waukesha natural gas fad engines through right ai xh gear dines. The pulls are roted at 6.500-gpm capacity at 165 feet total dynamic head. San Diego 17 Flow Control / Pumping Facility Client: City of San Diego / San Diego County Water Authority Tide: Project Manager Project began with a siting study and progressed through final design of a flow control and pumping facility at the City of San Diego's Alvarado WTP. The facility pumps filters water from the Alvarado WTP into the Authority's Aqueduct (Pipeline 4) at a pumping rate of 10 to 100 cubic feet per second. for delivery to the Clty's mid -city distribubon service area. The 60 mgd pumping plant features 6 vertical turbine pumps flow control valves, and state-of-the-art instrumentation and controls. SDCWA Interim Filtered dater Pipeline Client: Malcolm Pimle and the City of San Diego Title: Project Manager Design of 720 feet of a 30-inch steel pipeline, which transfers treated water from the San Diego County Water Authority's Pipeline 4 Aqueduct. (a 108-inch treated water pipeline in Lake Murray Boulevard) to the City of San Diego's Alvarado WTP for an emergency source of treated water. Design of an above -ground metering and pressure reducing station. consisting of parallel above -ground 24-inch Cla-Val pressure reducing valves. followed by twin 24-inch venturi meters with integral modrdating flow control valves. 200 mgd Alvarado Water Treatment Plant Expansion and Rehabilitation Project- Phase it Client: City of San Diego Title: Project Manager Design of new sedimentation basins. ozone contactors. and filter backwash facilities, as well as upgrades and rehabilitation to the existing sedimentation basins, filters, and operations building. Responsible for the preparation of a preliminary design study for the existing filter backwash water storage and conveyance facilities, and evaluation of flocculation and sludge removal equipment for new and existing basins. Provided technical support and project: background information to the VE team, and an evaluation of the impact due to implementing VE ideas. Participated in all technical review meetings, assisted in preparation of project design schedules. and reviewed construction cost estimates. Prepared periodic design progress reports. design calculations, and technical documents concerning treatment capacity for review by the California Department of Health Services. Prepared permit review packages for the City's Development Services Department. 200 mgd Alvarado Water Filtration Plant Expansion and Rehabilitation Project - Phase I Client City of San Diego Tide: Project Manager Design of rapid mix facilities for the first expansion phase of the Alvarado WTP. Design and electrical, mechanical and structural layout of: the effluent control structure and filter washwater recovery basin, and new rapid»ix facilities and influent pumping facilities. Provided assistance with specifying pump control valves and the sequence of operation for two 10/8/5 MGD. 2-speed 150 HP and four 25 MGD. constant speed. 400 HP pumps. Falibrook 3/Rainbow 1 Flow Control Facility Client: San Diego County Water Authority Title: Project Manager Design of a replacement facility for the existing Fallbrook 3 (,30 efs) / Rainbow 1 Flow Control Facility (22 efs). Project required a surge and hydraulic analysis to specify flow control equipment including sleeve valves and venturi meters. Age and severe cavitation problems dictated that this facility be replaced with a state-of-the-art flow control facility capable of handling the high pressures from the Authority's aqueduct and the varying demands from the adjacent water districts. RICHARD BRADY & ASSOCIATES, INC. E-25 BRADY Richard Brady E, BCEE Principal in -Charge & Project &larnag"er Fitter Valve Upgrades and Rehabilitation, Robert & Perdue Water Treatment Plant Client: Sweetwater Authority Title: Project Manager Design for upgrades to existing filter backwash facilities at the 30 IVIGD Robert A. Perdue WTP, and preparation of design drawings and specifications for replacement all valves, operators, backwash piping, and electrical supply piping. Performed field surveys of all existing backwash piping, control system equipment. and physical facilities. and conducted an investigation Into an existing air release problem in the filters. Eastside Reservoir Project -Secondary Inlet Client, Matropolitan Water District of Southern California Member of the Value Engineering (VE) team. which reviewed the 30',design of a 96-inch diameter secondary inlet pipeline, tunnel, shaft, and outlet structure. Eastside Reservoir Project- Inlel/Outlet Tower Client: Metropolitan Water District of Southern California Member of VE team which reviewed the 90°4, design of a 260-foot high concrete shaft type outlet structure for the 800.000 ac-ft Eastside Reservoir and associated facilities, including 144-inch pipelines, tunnel and butterfly valves, hoists, fish screens, bulkheads, and an access bridge. Eastside Reservoir Project P-1 Pumping Facility Client Metropolitan Water District of Southern California Member of the VE team which reviewed the 90'S design of a 2,100 cfs pumping station that included 12 4.5 NIW variable speed pumps, large diameter piping and valving, chlorination equipment. and a pressure control facility. South Bay Flow Control Facilities Client San Diego County Water Authority Title: Construction Manager Project consisted of four separate flow control facilities and pipeline projects. Project included construction of pipelines up to 48-inches and concrete and block buildings that house large diameter valves and controls. which regulate flow deliveries to various member agencies of the Authority. Projects were coordinated between several water agencies and have a total construction cost of over $6 million. San Caries Pump Station Rehabilitation Project Client City of San Diego, Water Utilities Department Title: Project Manager Replacement of existing pump station with a new 3.900 gam, 210 HP facility. including a 140 kw natural gas driven generator. Drinking Water Quality Improvement Program Client City of San Diego Water Utilities Department. Title: Project Manager Prepared reports addressing City-wide issues of water supply and transmission, water quality, environmental considerations, specific predesign reports for the Alvarado 1200 nrgch and Miramar (215 mgd) WTPs, and master planning for the Lower Otay (60 rngdl and North City (60 mgd t WTP. The estimated construction cost for projects identified in the DWQIP is $460 million dollars. 24 mgd Lester J. Berglund Water Treatment Plant Expansion Client City of Poway Title: Project Manager Project included demolition of the existing Hardinge filters and construction of four dual media filters, new chemical storage and feed facilities. chlorination system improvements and chlorine scrubber facilities, new rapid mixing pumps and chemical diffusion system, a new wash water tank and related pumping system RICHARD BRADY & ASSOCIATES, INC. E-26 BRADY Richard Brady, PEI BCEE Principal-in-aarge & Project li/Ianager mprovenrents, and the expansion of the existing Conrrol Buiiding. Washington Aqueduct's 240 mgd Daiecarlia and 120 mgd McMillan Water Treatment Plants Client, U.S. Army Corps of Engineers, Baltimore District Title, Project Manager Prepared the Comprehensive Performance Evaluation iCPE1 and the Conceptual Plan for the vloderni_zation of the project. The two reports were ordered by the USEPA following a boil -water advisory that was issued to nearly 1 million people in December of 1993. Hudson River Supply Alternatives Project for the New Voris City Department of Environmental Protection Client, Bureau of Water Supply and Wastewater Collection Title: Quality Assurance Manager Project investigated mid -teen alternatives for the pumping and treatment of 100 mgd, 200 mgd. and 300 mgd from the Hudson River supply. Long-term alternatives investigated capacities of 400, 800. and 1.200 ingd. 80 mgd Val Vista Water Treatment Expansion and Upgrade Project Clients City of Phoenix, Arizona Title: Project Manager Performed predesign, design and cost estimating for the design of a 140 mgd raw water pump station, grit removal, pre -sedimentation, and flocculation / sedimentation. Sydney Water Board BOOT Tender Submission Project Client City of Sydney, Australia Title: Project Manager Development of conceptual designs for four new water treatment plants that were planned to be constructed in Sydney, Australia. The four plants included the 4200 NIL/day (1.100 mgd) Prospect WTW, 600 NIL/day 1158 mgdl Nlacaithur WTW. 27-0 vl/day (58 mgd) Wbronora WTW, and 190 NIL/day (53 mgd; Illawana WTW projects. 40 mgd tower Clay Filtration Plant Expansion Project Client City of San Diego Complete rehabilitation of the existing plant and the construction of a new 75 mgd (1.050 HP) raw water pump station, rapid mixing, two flocculation and sedimentation basins, and 8 new filters. Other new facilities included chemical feed and storage, a 3.100 square foot expansion of the existing Operations Building. and a 600 kW emergency systein. Responsible for predesign and design. 30 mgd Robert A. Perdue Pretreatment Addition and Modifications Project Client: Sweetwater Authority Complete rehabilitation of the existing ueatinent plant and the addition of a new facility, including rapid mixing, 2 two -stage flocculation and sedimentation basins. chemical feed and storage, chlorine feed and storage, and a 2,600 square foot expansion of the existing Operations Building. Responsible for predesign, design. and construction management. 90 mgd Escondido -Vista Water Treatment Plant Expansion Client: City of Escondido Expansion of the existing 37.5 mgd facility to 90 mgd. New treatment facilities included the construction of two sedimentation basins, each with four stages of flocculation. four filters, sludge equalization, activated carbon feed and storage, and other new chemical feed and storage systems. Responsible for design and construction management. PROFESSIONAL AFFILIATIONS American Public Works Association American Water Works Association San Diego County Water Works Group (D RICHARD BRADY & ASSOCIATES, INC. E-27 BRADY Richard Brady, PE9 BCEE Principal -in -Charge & Project iWanager PUBLICATIONS & PRESENTATIONS Biadg. R. D.. "Function and For,n - Winning *1t'n Public Support". APWA Intarnarional Pi hho tjVorhs Congress and Exposition, Philadelphia, PA. September 2001. Brady. R. D., "Activated Carbon Processes." Water Treatment Plant Design. American Water Works Association, American Society of Civil Engineers. McGraw-Hill, 1997, Brady. R. D., and 'Allar, R. M.. "Art and the Engineer: The Alvarado Water Treatment Plant Expansion and Rehabilitation.' 1993 AWWA Engineering and Construction Conference. Cincinnati, OH. March 1994. Bradv. R. D.. "Alvarado Water Treatment Expansion and Rehabilitation." Proceedings, 1992 ,AWWA Annual Conference. Vancouver. B.C.. June 1.992. 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ASSOCIATES, ING, YEARS EXPERIENCE 38 PRIMARY WORK LOCATION Orange County EDUCATION Water Utility and Environmental Resources LICENSES / CERTIFICATIONS California State Water Resources Control Board Water Grade V Water Distribution Certification (#3157) and Grade II Water Treatment Certification (#11727) American Water Works Association Grade III Water Distribution Certification PROFESSIONAL AFFILIATIONS Association of California Water Agencies (ACWA) American Water Works Association (AWWA) ��€� Nl f �'` �t`f Uil'i(tu�fuljEtiil Technical Advisor Profsssional Summary 3eorge Murdoch has over 38 veam of �perience in OuIlL. operations and management. His primary areas of expertise include water distribution and treabnent. wastewater operations as well as storm drain, streetlight. and oil & gas operations. He maintains the highest level of state water distribution certification and certified in water treatment. During his career he participated In the construction of two treatment facilihes. a reservoir cover, numerous lift stations and pumping stations as well as built the Supervisory Control and Data Acquisition system tSCADAI. Before joining Brady in 2013. Mr. Murdoch served as the Municipal Operations Director for the City of Newport Beach. In this capacity. he managed a full -service water and wastewater utility as well as storm drain. streetlight and oil & gas operation with an annual operating budget of $33M and a staff of 60 employees serving a population of over 70,000. After retiring from the Cib, of Newport Beach. Mr. Murdoch received the lifetime achievement award for 38 years of dedication and public service. Nlr. Murdoch currently serves as a board of directors for a local water agency. Work Experience Brady (2018) - Assist cities and districts with annexation of service boundaries. Coordinate efforts with Local Area Formation Commission. Assist with oil well strategic planning. Assist with Supervisory and Data Acquisition strategic planning and updates. City of Newport Reach Utilities General Manager/Municipal Operations Director (2007-2018) - Responsible for directing and managing all city unliti operations including water. wastewater, streetlights, storm drains and oil & gas. Responsible for a $33 million -dollar budget and 60 employees. City infrastructure and services include: 200 miles of water main and 190 miles of sewer collection system. 27.000 service connections. 22 wastewater lift stations, 3 reservoirs. 2 treatment facilities, 5 water pump stations. 16 oil smells. 3.000 street lights. and 4 water wells. Responsible for conducting rate studies and establishing rate adjustments for water and sevver services. Prepared and presented staff reports, resolutions, and municipal rode to City Council for approval. Responsible for media and emergency operations as well as water conservation and efficiency compliant with state regulations. Served as the state designated Chief Operator responsible for water quality and distribution to 70.000 residents. Other projects include conversion of streetlights to LED lighting. Variable frequency drive replacements saving over a half million dollars a year in energy savings. City of Newport Beach Utilities Manager (2005-2007) - Managed water divisions including maintenance and repair, water quality, meter reading and customer service. Responsible for water supply and resources assuring the city has an adequate safe water supply. Managed the streetlight electrical division maintaining and repairing over 3,000 streetlights. Prepared and presented staff reports and contracts I'm City Council approval as well as Urban Water Management Plans and state water supply permits. City of Newport Beach Water Production Supervisor (2000-2005) - supervised the division managing all water production facilities including pump stations. reservoirs, treannent facilities and pressure regulating facilities. Converted the treatment facilities from chlorination to chloramination using automation and new injection systems. Conversion of Pumping operations to variable frequency drives for energy efficiency. Oversaw construction of the 600AF reservoir cover project. Responsible for City water quality and distribution. City of Newport Beach Utilities Worker/ Water Plant Operator (1950-2000) - Provided hands on water and wastewater operations and maintenance activities including water and sewer main construction and replacement. water service installation and customer service. Operations of the City's water treatment plants, pump stations. and reservoir facilities. Oversaw the CiN's water laboratory taking samples and processing for bacteriological and physical testing to comply with state and federal regulations. Created the first automation system (SCADA) to remote control, monitor and alarm water and waste water stations. Participation in the construction and implementation of the City's water well operations and new treatment facilities. RICHARD BRADY &ASSOCIATES, INC. E-31 t l ' _r • • EDUCATION B.S., Business Management, Columbia University, New Orleans, LA, 1997 LICENSES / CERTIFICATIONS California Grade II Water Treatment Certification (#9671) Department of Public Health certified in Bacteriological Quality and General Physical Analyses 0 Howard Johnson Technical AclvisoiiSiVIE Pro tossionai Su+ninary Mr. Johnson has over 35 years of water and wastewater experience, with a special emphasis in the planning, engineering and design of water facilities, water resource management. and operational evaluations. Over the course of 30 years at the Cihy of Huntington Beach, Mr. Johnson commissioned, administered and managed nLlmereUS Master Plans and Urban Water Management plans that have resulted in over $90 million dollat3 of Capital Improvement Projects. He has also administered and managed various financial studies related to water supply. operational utility costs, weighted average of pumping costs, connection fees for regulatory compliance, utility demand analysis and forecasting, rate structures. Prop. 218 compliance, billing system requirements, conservation, and AMR/AMI meter reading systems. Under his management, the Southern California Gas Company and Southern California Edison recognized Huntington Beach as being one of the best operated and maintained utility divisions. Project Experience Arrange County Water District, Annexation In 2013, Orange County Water District (OCWD) retained BRADY to facilitate multi -agency discussion on a large annexation request from (3) member agencies. Mr. Johnson acted as the facilitator, bringing all (19) member agencies to consensus on these annexation. Mr. Johnson conducted a series of meetings with all agencies, developed a "cost neutral" concept and annexation conditions that lead to agreements with the (3) requesting agencies excepted. The annexations in question had been in the development stages for over 15+ years. BRADY, in cooperation with OCWD and its member agencies were able to present contracts that led to a unammous vote of the OCWD Board excepting the annexations as requested. Poseidon Resources Huntington Beach 50 MGD Dosalinstion Project, Phase J. and 2. BRADY was selected to study distribution and demand scenarios for the distribution and sale of 50 MGD of desalinated water. The study was completed under a contract with the Municipal Water District of Orange County. Mr. Johnson acted as the Project Manager for the development of distribution scenarios. Mr. Johnson met with potential end users to identify institutional concerns and mitigation measures. Phase 2 required Brady to perform a cost analysis of the different distribution scenarios. BRADY was able to develop distribution scenarios that realized all 50 MGD to be used by local agencies. These scenarios saved millions of dollars in construction costs. In 2015, Orange County Water District (OCWDi retained the services of BRADY to work with their staff to develop distribution scenarios if OCWD was to take the entire 50 MGD into its existing system or within its member agencies. Mr. Johnson was assigned to this ongoing task that is scheduled to go before the Board in the summer of 2016. Technical Advisor/QA/QC Manager - Reservoir No. 2 Rehabilitation Project; Client City Fountain Valley, CA BRADY was selected to provide design services for the City of Fountain Valley's Reservoir No. 2 rehabilitation project. Reservoir No. 2 is a buried 5 million -gallon prestressed concrete tank constructed in 1971 and is located within a City park. The project consisted of two phases. BRADY provided civil, structural, architectural and mechanical design services to extend the useful life of the tank. Howard Johnson provided review of all design documents and subject matter expertise on the selection of pumps, motors, and operating system. He also provided owner's operating manual for City use. RICHARD BRADY &ASSOCIATES, INC. E-32 YEARS EXPERIENCE 40 YEARS WITH FIRM 13 EDUCATION M.S., Civil Engineering, San Diego State University, 191-3 B.S.. Civil Engineering with Honors. North Carolina State University, 1964 LICENSES / CERTIFICATIONS Structural Engineer, California. No. S1825 Civil Engineer, California, No.C18330 Professional Engineer in WA, VA. NC, FL, TX, OK, CO NCEES, No.22539 Les SE pF Lead Structural Engineer/Seismic Peofesioral Summary Lee Biggers, S.E., has over 40 years of experience in the structural engineering profession, and has been responsible for the structural design of construction projects collectively totaling over $50OM in construction cost. He has designed single and mule story residentiai bulldirigs, schools, waterfront structures, bridges, water / wastewater structures. and airfeld hangars, Mr. Biggers has also performed forensic Investigations, peer reviews, rehabilitations, seismic studies, expert witness litigation. and value engineering over the course of his career. He has prepared PS&E packages, provided structural design, assessed structural stability and load -bearing capacities, and conducted seismic evaluations for new and existing structures. Reflecting his contributions to the profession, Mr. Biggers was inducted as a Fellow of the Structural Engineers Association of California, Project Experience Structural (Engineer -21.5 MG Overmyer Reservoir Rehabilitation and Structural Upgrade - Huntington Beach, CA (City of Huntington Reach) - Mr. Biggers provided structural engineering services for the 21.5MG Overmyer Reservoir Rehabilitation. Following a detailed structural evaluation of the City of Huntington Beach's Overmyer Reservoir 1, 2. and 3, and based on recommendations from Richard Brady & Associates. the City elected to demolish Reservoirs 1 and 2, which held 1.0 and 1.5 million gallons, respectively. The City of Huntington Beach then elected to rehabilitate and structurally upgrade the larger 21.5 million gallon Overmyer Reservoir No. 3. To accomplish this task, the City retained Richard Brady & Associates to prepare design and construction documents. The upgrade of Overmyer Reservoir No. 3 included a complete structural upgrade of the below -ground retaining wall system and roof supporting columns. New 25-foot high cast -in -place reinforced concrete retaining walls and structurally -upgraded columns were built. In addition to the reservoir upgrade. Structural Engineer - Whitegates Reservoirs and Pump Stations; Riverside, CA (City of Riverside) - The Design/Build (D/B) project included design of two reservoirs and two pump stations. The new reservoirs provide a combined capacity of 9 MG with two pump stations capable of operating at 1600 MGD. Each of the two pump stations included utility service entrance, metering and power distribution, interior lighting, level, flow and pressure instruments, control panels with PLCs and spread spectrum wireless communications, VFDs and/or soft start motor controllers. Provided complete design, construction support, inspection and startup and commissioning services in support of this impressive project submitted for award to the Design Build Institute of America (DBIA). Structural Engineer - Peck Reservoir Booster Pump Station Upgrades; Huntington Beach, CA (City of Huntington Beach) - Project consisted of electrical, mechanical and structural upgrades to an existing water booster pump station to provide dual mechanical/electrical drive capabilities for four (4) existing 350 HP pumps. Primary project objective included evaluating the feasibility of upgrading existing Natural Gas (NG) engine driven pumps with right angle gear drives by adding combination gear drives and 350 HP variable speed electric motors to make electrical energy the new prime mover rather than the NO engines. The study required close coordination with Southern California Edison (SCE) to determine the capacity of the utility's distribution system in a densely populated residential area. RICHARD BRADY &ASSOCIATES, INC. a-33 JOINED FIRM 2017 PROFESSIONAL EXPERIENCE BEGAN 200 LICENSES / CERTIFICATIONS Professional Civil Engineer. California. No.C78825 EDUCATION M.S., Civil Engineering. San Diego State Unisersity. CA. 2015 B.S.. Civil Engineering, Manhattan College, Riverdale, NY, 2007 C E (in ' /Structural En Professional Summary Ms. Del Bello ^as 12 yoru of a,penenc_ in f-.e e glaeefing Pis d Nir,. an emahesis P sr ,rr tural inspection e I d-.s:gn. Ac P-clect Man 9gDt. she pia a ney rol- r, lira inspection. design, project del,verables, anti construction services for reservoir, waterfront BUuctures. bridges and inTastruCtUre Asatea,r olado, and o,n.eicia: diving supervisor she nas:u,cessf.fly conducted and managed nnderwatei a rJ above water inspections. follow-on Jesign sot vices, and construction support fer a variety of clients. Sne has parhaoated in de;rgn for ne ili,u tuies rr i design of repairs for rc hemus facilities including reservoirs. pump stations. piers. wharves, seawalls, bridges, marinas. retaining walls. and utility vaults. Ms. Del Bello is a commercially trained ADCI Surace-Supplied Air Diver and is PADI SCUBA certified. inspection & Wety Credentials ADCI Surface Supplied Air Diver & Diving Supervisor NHI Safety Inspection of In -Service Bridges Certification (SHWA-NHI 130055) Underwater Bridge Inspection Certification (FHWA-NHI 130091) OSHA Confined Space Entrant: EM385-40:OSHA-30 1st An:1/CPR/ AED This, Responder & Oxygen Piovicler Competent Person for Fall Protection Project FxperienCe Project Manager - HB 5 MG Reservoir Rehabilitation, Vista Irrigation District, CA Responsible for inspecton. condition assessment report, and recommenda lions which resulted in replacing the concrete dome >vith an aluminum dome. seismic upgrades and yard piping replacement. Responsible for coordinating all project deliverables including contract documents. basis of design report, plans. and sperihcahons. Reservoir Structural Condition Assessment and Recommendations, City of Upland, Upland, CA. EngineerDive,responsible for above and below ,vatei inspection of a 10MG concrete reservoir. The reservoir was constructed in 1975 and exhibited structural defects. Responsible for inspection. condition assessment i�port, and structural recommendations. The effort initiated a concrete coring and testing studyto determine whothei to repair or replace portions of the reservoir. Pechstein 20 MG Reservoir Inspection, Vista Irrigation District, CA. Responsible for structural inspection of the partially huned prestressed concrete reservoir with emphasis on the 1960s ,to glulam heath and light framed roof structure. Inspection. structural analysis and report focused on whe*her the roof structure was eligible for repair or replacement. Structural defects and deficiencies in the design were found and a new aluminum dome roof was recommended to be installed to increase lire reservoirs useful life. While des -gin for the roof replacement is implemented. design of temporary repairs were made. Emergency Repairs to North Embarcadero, San Diego, CA. Project Manage rvengi neerdivei for ameigency inspection and design of repairs to the concrete sheet pile wail aftershrp impact. Design of repairs to sheet pile wall. wales, and he back system. Provided specifications and plans for repair and construction support. services. Oceanside Harbor, CA. Project Me Pager/en.gi nee r-dicer for several condition assessment and repair projects rot the City of Oceanside at Oceanside Harbor. Work included above and below water assessment of piles, docks. and ramps. Responsible for report preparation. cost estimates. recommendations for repairand feasibility studies for adding additional docks and gangways. WFI and Assessment Future Portside Pier Restaurant, San Diego, CA. Engineerdirerperforming above and below .eater inspection of 50 year old concrete and steel pile supported platfotrn and timber Superstructure. Responsible for coordinating site investigation, condition assessment report and recent menda Lions for i-epalr versus repiacement options. RICHARD BRADY &ASSOCIATES, INC. E-34 JOINED FIRM 2016 PROFESSIONAL EXPERIENCE BEGAN 2006 LICENSES AND CERTIFICATIONS PE C77580. CA EDUCATION M.S., Structulai Engineering. UC San Diego. CA, 2007 B.S. Civil Engineering, Univ. of Minnesota, 2006 B.A., Mathematics. Macalester College. Mr. 2004 PROFESSIONAL AFFILIATIONS AWWA CA -NV Fault Structures & Reservoirs Committee American Society of Civil Engineers E,.gineers Without Borders USA Structural Engineers Association of California U Ilrrlt�t�)I�J !I liirii,.lE, I" l"' { Team Leader & Engineer -Diver Professional Summary With 1.3 yearrs ar <ocr.anc< if, �ngmeean-,,onsulting, NIL'. Finklet na. orred to of J.cr na aver ant Si ocnlffl Jo3igneng!nlconnumeausinftastrurtuc of locta Experience-ncludes ar r orng as essments: 3tructuial rehabilitation destgm preparation and cooirlination ofconstruct,on locumecrs assomhhng design build olc,tauons: and prowdolg constn_iction suoport services. Mr. E,rkler spociahzes in the evaluation of existing srructures and the design and executon of follow oil repairs and upgrades. He 'has pefonned field engineering investigations on hundreds of varying Struchlree including reservoirs. foundations, pipelines, , uriliry vaults. piers. wharves, seawalls. floating docks. rera',ning •malls. eotl bridges across the United Statas and abroad. Clients include municipalities, energ9 orgaw7ahons. the US Department of Defense, state DOTS, utility ownel's. and -.Onstr'urtlon contractois. Inspection & Safely Credentials BRADY Cnmpany Safety Committee Chairman ADCI Surface -Supplied Air Diver & Diving Supervisor. UW Bridge Inspector LHWA-NHI-1300911 OSHA Confined Space Entrant; ENV-385-40: OSHA-30. Trench & Excavation Competent Person 1st Aid/CPR/AED First Responder & Oxygen Proviclei Project Experience Inspector Team Leader, El Morro Reservoir No.11 Tank Inspection, City of Laguna Beach, California. Led the structural condition assessment of a 5 MG ractangWar concrete reservoir. Assembled assessment report that included dOnUinentatiOn of findings, photos. figures, prioritization and recommendations for repairs. and estimates of probabie costs. Follow-on work to include a seismic analysis and design of repairs for the existing structural systems. Project Manager, LlftStatlon #9 Rehabilitation, South Coast Water District, Dana Point, California. Executed sUuctural investigation and condition assessment in a confined space concrete dry well structure. The effort included evaluation of several rehabilitation options. from which a fiber reinforced polymer (FRP) solution was selected. Design or repairs and the procuction of construction docwnents was followed ov bidding and construction support services. Inspection Team Leader & Engineer Diver, Clubhouse Lake System Improvements, Fairbanks Ranch Association, California. Oversaw execution of above and below water condition assessment at the Clubhouse Lake Dam, with a focus on the piping outlet structures. The effort included production of plans. Specifications. and estimates for improvements to the existing facilities. Prodded CM resident engineer services during the construction phase. Inspector Team Leader, AT&T Utility Vault Inspections, Southern California Region. Provided engineering assessment Serf/IoeS In Support of new Fiber optic cable installation throughout Southern California. The scope of services included engineering inspection and identification of allowable core locations in over 500 utility vaults. A signed and stamped core certification report was produced for each vault. Rosponsible for oversight and coordination of engineering team and participation in vault iinspectrons. Field Engineer, 5 MG Reservoir 11, City of Fountain Valley, CA. Performed engineering construction supporf services. including: structural observations, identification of defective concrete areas, and general oversight of work progress. The work at this 1971 partially buried circular concrete reservoir included minor structural repairs and majorsito civil improvements. Foe: $200k. Engineer -Diver, Hyperion Water Treatment Plant Cutfall Pipe, Los Angeles, California. Engineer diver performed underrvatar inspection work. The one mile long, approximately 20-foot diamater oufall pipe carries wastewater treatment plant effluent into the ocean. Inspection focused on the concrete pipe encasement and concrete pipe support collars. RICHARD BRADY & ASSOCIATES, INC. E-35 JOINED FIRM 2006 PROFESSIONAL EXPERIENCE BEGAN 2000 EDUCATION B.S. Electrical Engineering University of California. San Diego, 2005 LICENSES / CERTIFICATIONS Professional Electrical Engineer California, No. 20050 SDG&E Qualified Designer Applicant (OH) PROFESSIONAL AFFILIATIONS 0 Ryan Hishimum, P.E. Electrical Engineer/SCADA/I&C Prof'ssiooul sunnmary M•. Nishimura o a Prof= , cnal Engineer •vith 13 years of prof: ssional eye? n: n -ngi reenng. �lh Nishimura s slsc pr r tent In VijrCad, AutoCaci P&ID. AutoCAD Plant 3D, E7AP iLoad Flow. Short QlCW t. Dr ive Coordination & Arc Flash Analysi ). Vlicrostahor. Plantspace P&ID. Sketchup. Allen Bradley RSLogi� 500/5000. Schneider Electric Concept. Control Nlioresystems Telepace. Allen Bradley FactoryTalk. GE Fanuc Proficv. and Wondc-rvara InToucn as weh as programming exparienca in Matlao. Visual Basic. C. Java. KML Ifor use with, Googie Earth,, and relay ladder logic programming. In addition to engineering design work, NV. Nishimura also has extensive field experience during installation and startup/commissioning of electrical and industrial control systems ;n the built environment. Project Experience Electrical & Control Systems Engineer, North City Pure Water Facility Project, City of San Diego - ihe Project consisted of -electrical design for the new 34 MGD Pure Water Plant in San Diego. The plant utilizes Ozone. BAC filtration, Ultra filtration, Reverse Osmosis. UV and CO2 systems. The power requirements were 12l 15MVA Main Electrical Building, medium voltage 1000HP pumps at the pump station. and multiple orocess systems. The DCS system is networked to the North City plant that also feeds the raw water to the new plant. Smart MCCs and ARC resistant svvrtchgear were incorporated into the design. Multiple valve networks and analyzer networks were part of the design along with a fully integrated security system. Provided electrical and controls syste,n design. which included power, grounding, lighting, controls, and integration to the City DCS system. Electrical & Control Systems Engineer, Pump Station, City of Upland- The project consisted of a new 7.5 rvIG pra-stressed concrete reservoir, chlorine injection system, and site amendments. Provided electrical and controls system design, which included SCE coordina :on, power. grounding, lighting, controls, and integration to the Ciry's SCADA system. Electrical & Control Systems Engineer, Reservoir 2 and Pump Station, City of Fountain Valley- The project consisted of a new booster pump station. SCADA system. and upgrades to the existing 5 MG reservoir and existing site. Sewer lift station 106 was completely replaced and upgraded. Provided electrical and controls system design. which included SCE coordination. power, grounding, lighting, controls, and integration to the City's SCADA system via the existing fiber optic network. Electrical & Control Systems Inspector/Construction Manager, SCADA Upgrades Project, City of Westminster - This project consisted of providing the City with an upgraded SCADA system to maintain and operate their water system. The system consists of ten wells. a reservoir, and three turnout connections to MWD. This project included multiples pluses of working closely with the City operations to assess all sites to determine the conditions and needs it each site to develop an RFP and assisting in Ma bidding phase to select a design -build contractor. During the design phase, assistance ,mas provided to review all design and provide input and review comments. During construction. field inspections were performed to verify that all aspects or the RFP and needs of the City were incorporated. Electrical and Control Systems Designer, WBtitegates Reservoirs #4 and #2, City of Riverside - Desigmbuild project involved the design of two but reinforced concrete reservoirs and two buried booster pumping stations. Reservoirs volume totaled 9 MG. Work included design. obtaining permits. excai construction of concrete reservoirs and booster stations, backfill, grading underground Ubhbes. electrical. SCADA and instrumentation, water quality enhancement. interconnections to existing utilities, site improvements (consisting of. but not limited to: landscaping, drainage, lighting, security, access road), testing. and startup of the four facilities. BRADY also provided design, programming. commissioningand startup services for thie on Programmable Logic Controllers jPLCs) and Opeiator Interface Terminals (OITs). Assisted in producing the Piping Instrumentation and Controls, and the Electrical designs. programmed the PLCs and OITs at both pump stations and participated in loop checks, startup and commissioning at the tsvo facilities. RICHARD BRADY & ASSOCIATES, INC, E-36 YEARS EXPERIENCE 3 years LICENSES / CERTIFICATIONS Professional Civil Engineer. California. No.C90365 EDUCATION M.S., Civil and Environmental Engineering, California Polytechnic State University, San Luis Obispo. CA B.S.,-Environmental Engineering, California Polytechnic State University, San Luis Obispo, CA SOFTWARE SKILLS • AutoCAD Civil 3D • NlicroStation • ArcGIS • FLOW-3D • FLO-2D • HEC-HNiS • HEC-RAS • NIATLAB "ii. 't`j'i131 ( ' Civil Professional Summary At v.irawsl,, is a .i:r! =_ngmea speoali g;n water a -1 asce,var t -atmar c- b ;tn c trap: ed and de er-traliz d il,7tems. O -er his past rho years at BRADY he ha. assisted with numerous iscrvoir inspections and the design and dienirgof sa , al -tensry 1 pro eels. iris attention to detail and proficient use of AutoCAD C!vil 3D aid in creating profiles site grading plans, and detaded design drawings. Project Experience Project Engineer/Designer - HB S 1 Reservoir Rehabilitation, Vista Irrigation District, CA Designed new inlet/outlet yard piping for the HB reservoir to improve reservoir mixing and water qualat. Designed civil site worn surrounding reservoir to include grading plan, paving plan, and I eneral site layout. Sized site drainage features for design rain event. Compiled contract documents. including' oasis of design report, plans, and specifications. Project Engineer/Designer - Pressure Reducing Stations, Upland, CA Analyzed the distrib, pon system hydraulics for the City of Upland. CA to determine how to effectively implement pressure reducing stations to increase operation flexibility during future system rehabilitation and emergency situations, implemented pressure data loggers to track and analyze system pressures at proposed pressure reducing station locations and areas of concern, indicated from the hydraulic model. "this data was used to establish set points for Che pressure reducing valves. Researched existing utilities and created site plans for each proposed location. Pipeline profiles were created to indicate connections to existing pipelines and astablish vertical spacing requirements for existing utility crossings. Project Engineer/Designer - B MG Steel Reservoirs No.1 and No.2 inspection, Westminster, CA Inspected two existing above ground steel reservoirs for interior and exterior coating failure. Coating Failure. primarily on the interior of the reservoir. resulted in corrosion of roofing members. Coating defects were mapped and quantified to determine the most efficient and economics) solution to increase the resarvoiis service life. A report was submitted to the client, which emphasized the results of the inspection and recommendations for repair. Project Engineer/Designer - HB 5 MG Reservoir Inspection, Vista Irrigation District, CA Inspected existing above ground prestressed concrete reservoir with concrete dome roof for structural deficiencies. The inspection focused on identifying cracks and spalling of the reservoir footing. wall, and roof. These structural deficiencies were mapped and repair suggestions were submitted to the client along with report on inspection findings. Project Enginoer/Designer - Pechsteln 20 MG Reservoir Roof Inspection, Vista irrigation District CA Inspected existing partially buried prestressed concrete reservoir with wooden roof for structural deficiencies. Inspection focused on identifying and quantifying areas of corrosion in roofing hardware and locations of dry rot, delaminatlon, and checking within the glulam beams. The reservo,r roof was inspected from the outside of the reservoir as well as by boat on the inside of the reservoir. Structural deficiencies were mapped and a report was submitted to the client, which highlighted findings and proposed that a new aluminum dome roof be Installed to increase the reset noire useful life. Project Engineer/Designer - Electrical Vault Inspection, HA Builder Group, CA Inspected existing underground electrical vault for structural deficiencies, including eonciere cracks and spalling. Developed repair plans for the replacement of the existing steel vault cover and eor,.entional concrete snail repairs around vault opening. Project Engineer/Designer - Retaining Wall Inspection and Design for Regulator Station, SDG&rE, CA Inspected existing screen wall surrounding regulator station for concrete cracks and spalling. Developed repair plans for eeistirg screen wall defects and profile for new re*aining wall for site expansion. RICHARD BRADY &ASSOCIATES, INC. E-37 t YEARS EXPERIENCE 37 EDUCATION Houston Technical Institute, 1977 University of Houston. 1978-1979 University of California Los Angeles, 1989 0 Senior Profs9iona1 Suntrnary .Mr. Reyes has 37 years of design experience in drafting, management. and systems administration In the fields of Architecture and Civil, Structural Engineering. His design program experience includes AutoCAD 123 yrs) and MieroStation ;25 yrsl. He is highly proficient in both applications with ass emphasis on system configurations and troubleshooting. He has a complete understanding of the BiNI Industry standard and can integrate various models. In addition to direct project design, setup, layout, and deliverables coordination, he maintains all CADD workstations and related software upgrades. Serving in the official title of. CADD Manager. his vast knowledge of multiple platforms and application software allow him to navigate and replicate the various client -specific environments. His flexibility and constant ongoing training ensures that he remains current with the latest release versions of industry standard CADD applications. Project Experience CADD Manager -Bentley Microstation V81 SS2, Portsmouth Gaseous Diffusion Plant - Decontamination & Decommissioning - On -Site Disposal Coll, Fluor- Babcock & Wilcox Portsmouth, LLC under contract to the United States Department of EnorgyTitle - Served in role of CADD Manager for the OSDC in Piketon, Ohio, in partnership with Fluor. Established programmatic CADD design standards and created CADD manual. Ordered computer hardware and design software to accommodate 5 workstations. Supervised the CADD department in the creation of preliminary design clrawings and exhibits. Created site layouts and grading plans and all other Civil drawings necessary for implementation of selected remedy waste disposal option. Oversaw and managed the direct interaction with FBP contract awarded A & E firm to maintain compliance with FBP's policies and standards as it related to electronic media Submittals. Trained and mentored junior CADD designers and junior engineers in the application design software. Responsible for all CADD-related project issues. Senior Designer -Bentley Microstation VSi SS3, Water Group Job 926, Orion Construction/CityofSan Diego -Prepared plan & profile construction documents for waterline replacements in the City's Point Loma area. All drawings were created per the City of San Diego's CIP guidelines and Citywide CADD & Drafting Standards-2012 edition. Coordinated all job set CADD & design requirements for BRADY and Orion Construction. Senior Designer -Bentley Microstation XM,1-6S0 Smart Lane Electronic Toll System, Electronic Transaction Corporation/Alameda County Corridor Management Agency - Prepai ed plan & detail construction documents for electronic toll system upgrade to current HOV lane located in the Alameda County corridor limits boundary. All drawings were created per CalTrans standard plans preparation manual and the electronic files strictly adhere to the Caltrans CADD manual. Senior Designer -Bentley Microstation XM, Water Group Job 790, Orion Construction/Harris& elates/City of San Diego -Prepared plan &profile construction documents for waterline replacements in the City La Jolla area. All drawings were created per the City of San Diego CIP guidelines. Coordinated all job set CADD & design requirements for BRADY between prime partners Orion Construction and Harris & Associates. RICHARD BRADY &ASSOCIATES, INC. a-38 A AM NOVA JESSE BEARFIELD, PE SENIOR ENGINEER RESUME BACKGROUND Jesse has 15 years of experience providing geotechnical services. He has a broad base of experience focused on geotechnical consulting and providing technical recommendations for site remediation, foundation design, earth stabilized walls and pavements. Jesse has vast experience performing work in the field and as an office and geotechnical manager, having acted as Project Engineer, Project Manager, and as a Field Engineer on numerous small to large geotechnical projects. He provides senior review on all NOVA projects. � • PROJECT • Civil Engineering, South Dakota State Vista Irrigation District HP Reservoir, Vista, CA: Senior Engineer So University at Brookings, SD during a geotechnical investigation for retrofitting of an existing water reservoir that is 25 foot tall and 150 foot in diameter. Other features will include a mechanical building with an antennae tower, associated paved .. driveways, and a security fence. r��•�e1���=�a����r`� P-079 CPEN Water Distribution Improvements, MCB Camp • State of California Pendleton, Oceanside, CA: Senior Engineer during a geotechnical Professional Engineer investigation for 29,050 feet of water transmission main improvements. #84335 to be completed in two segments, Both segments include of installation • Radiation Safety Officer of 24-inch diameter PVC lines and segment one includes the removal • Nuclear Gauge Operator of an existing 18-inch transmission line Supporting infrastructure will Certification include a 50-foot diameter elevated reservoir structure, two booster stations, and abandonment of existing water transmission mains. • • • City of Poway Martincoit Road Sewer Upsize Project, Poway, CA: • American Society of Civil Senior Engineer during a geotechnical investigation for the replacement Engineers(ASCE) of pipes along Martincoit Road. Approximately 1,870 feet of 8-inch • American Public Works diameter pipe will be replaced with 12-inch diameter pipe and 2,970 feet Association (APWA) of 10- and 12-inch pipeline will be replaced with 15-inch diameter pipe. City of Carlsbad Ocean Street Beach Access Improvements, ADDITIONAL Carlsbad, CA: Project Engineer during a geotechnical investigation for TRAINING the $3.1 million project consisting of seven Carlsbad beach entrances along Ocean Street in an effort to enhance the privacy, security, and • Fall Protection aesthetics. Some of the improvements included more inviting and attractive stairs. railings, and landings leading down to beach areas. trash/recycling receptacles: lighting, crosswalks, and drought tolerant landscaping. Significant improvements were madeto upgrade stormwater systems to current design standards and codes. RICHARD BRADY 8 ASSOCIATES, INC. E-39 d�1 A N0VA RESUME JOHN O'BRIEN, GE, PE PRINCIPAL GEOTECHNICAL ENGINEER BACKGROUND As a board certified Diplomat of Geotechnical Engineering, John is recognized as an engineer with an advanced degree of knowledge and expertise in the specialized field of Geotechnical Engineering. He has a broad base of experience focused on technologies associated with geotechnical, foundation, and geoenvironmental engineering. With 30 years of experience in design and consulting engineering as well as 10 years in environmental construction, he is broadly founded in geoenvironmental engineering and construction. John has acted as a Project Engineer, Project Manager, or Principal Engineer on over 1,000 geoenvironmental projects. PROJECT • MBA, Emory University, Atlanta, GA Vista Irrigation District HP Reservoir, Vista, CA: Principal Geotechnical • MS, Geotechnical Engineer during a geotechnical investigation for retrofitting of an existing Engineering, University water reservoir that is 25 foot tall and 150 foot in diameter. Otherfeatures of California Berkeley, will include a mechanical building with an antennae tower, associated Berkeley, CA paved driveways, and a security fence. • BS, Civil Engineering, University of Santa Clara, P-079 CPEN Water Distribution Improvements, MCB Camp Santa Clara, CA Pendleton, Oceanside, CA: Principal Geotechnical Engineer during a geotechnical investigation for 29,050 feet of water transmission main improvements. to be completed in two segments. Both segments • • . include of installation of 24-inch diameter PVC lines and segment one • • includes the removal of an existing 18-inch transmission line. Supporting • State of California infrastructure will include a 50-foot diameter elevated reservoir structure, Professional two booster stations, and abandonment of existing water transmission Engineer#27211 mains. • State c nical ng Geotechnical Engineer City of Poway Martincoit Road Sewer U size Project, Poway, CA: Y Y P 1 Y� #651 Principal Geotechnical Engineer during a geotechnical investigation for • state of Nevada the replacement of pipes along Martincoit Road. Approximately 1,870 Professional feet of 8-inch diameter pipe will be replaced with 12-inch diameter pipe Engineer#019392 and 2,970 feet of 10- and 12-inch pipeline will be replaced with 15-inch • State of Georgia diameter pipe. Professional Engineer#PE012044 City of Carlsbad Ocean Street Beach Access Improvements, • State of Florida Carlsbad, CA: Principal Geotechnical Engineer during a geotechnical Professional Engineer#63403 investigation for the $3.1 million project consisting of seven Carlsbad beach entrances along Ocean Street in an effort to enhance the privacy, • Engineer -of -Record, Georgia Department security, and aesthetics. Some of the improvements included more Natural Resources, Safe a inviting and attractive stairs, railings, and landings leading down to beach 9 9 9 9 Dams Branch areas, trash/recycling receptacles, lighting, crosswalks, and drought tolerant landscaping. Significant improvements were made to upgrade 1. H� stormwater systems to current design standards and codes. RICHARD BRADY 8 ASSOCIATES, INC. E-40 Education • HNC Land and Engineering Surveying, Polytechnic of the Southbank, London, UK Registrations / Certifications • CA, Professional Surveyor No. 9306 • MO, Professional Surveyor No.2008000716 Areas of Expertise • Project Coordination Nick Coates, PLS I Project Surveyor Mr. Coates has over 37 years of diverse, worldwide surveying experience in both the field and office performing many types of surveying including vertical and horizontal control, photo control, GPS surveys, topographic surveys, design surveys, boundary surveys, Right of Way surveys, monitoring surveys and construction layout. Experience Project: Sheep Creek Reservoir Location: Wrightwood, CA Client: Golden State Water Company Role: Project Surveyor Survey to support the design of approximately 1000' feet of new water pipeline from the Sheep Creek Reservoir to the mainline connection. Project: Redlands Water Treatment Plant • Data Management Location: Redlands, CA Client: City of Redlands • Survey Systems Role: Project Surveyor Aerial Mapping and Design Surveys to support the reconfiguration • GIs of the City of Redlands Water Treatment Plant. Coast Surveying also provided a Boundary Survey of the site. Project: Medical Center Drive Location: Mission Viejo, CA Client: Moulton Niguel Water District Role: Project Surveyor Design Survey and Boundary Survey to support the design of a new water main pipeline from Marguerite Parkway to the Mission Hospital in Mission Viejo along with a survey of part of the hospital ground for the installation of a reservoir. The project also included the preparation of Legal Descriptions and Exhibits for proposed easements. Project: New Well 14 and Storm Drain Project Location: Huntington Beach, CA Client: City of Huntington Beach Role: Project Surveyor This project, which combined a survey for a new water well with a survey for the design of a new storm drain, required Coast surveying to provide a design survey and Right of Way Survey of approximately 2000' of McFadden Boulevard and a topographic and boundary survey in an adjacent area of undeveloped land in the City RICHARD BRADY &ASSOCIATES, INC. E-41 Resume Ruel del Castillo, PLS I Survey Manager Mr. del Castillo has over 54 years of experience in managing both field and office operations for all phases of surveying and mapping Education services. He has managed over 30 "On -Call" contracts directly for the support of many federal, state, and local agencies. These • Major course work in contracts include the Counties of Los Angeles and Orange, the U.S. Business Admin & Land Forest Service, various U.S. Army Corps of Engineer Districts, the Surveying, Santa Ana U.S. Navy —Southwest Division, and the Metropolitan Water District College, 1973 (MWD). Registrations / Certifications Experience • CA, Professional Surveyor No. 4212 Project: Colorado River Aqueduct Real Property Recordation • AZ, Professional Surveyor Program No. 11844 Location: Southern California Client: MWD • NV Professional Surveyor Role: Survey Manager No. 4713 Coast Surveying delivered more than twenty Records of Survey, As - Built Surveys and Control Surveys to MWD on an As -Needed basis. • ID Professional Surveyor The surveys covered hundreds of square miles throughout MWD's No. 3668 5200 square mile service area. • NM Professional Surveyor No.7249 • WA Professional Surveyor No.22480 • CO Professional Surveyor No.25939 • UT Professional Surveyor No.4730903 Areas of Expertise • Project Management • On -call contract management • Extensive Experience in Boundary and Right of Way Surveys Project: Camp Wilson Water Treatment Plant Location: Twentynine Palms, CA Client: NAVFAC Role: Survey Manager Coast Surveying provided aerial mapping to support the design of a new water treatment plant and pipelines at the Marine Corps Air Ground Combat Center located at 29 Palms California. The mapping was produced at 1"=20' scale and covered an area of 7 square miles of rough, desert terrain. To control the survey 56 aerial targets were set and tied to the California State Plane coordinate network. Project: FEMA Updates Study Location: Newport Beach, CA Client: City of Newport Beach Role: Survey Manager Coast Surveying performed a survey to determine the elevations of seawalls in the Newport Beach Harbor area. The purpose of the survey was support computer modelling to determine if recently re- published FEMA maps for the area were an accurate representation of the existing conditions. Due to numerous access issues a mixture of ground surveys and 1"=20' scale targeted aerial mapping were used to collect the data which were delivered in GIS format. RICHARD BRADY & ASSOCIATES, INC. E-42 Resume Megan Brown, PE Role: Senior Project Manager, Southwest Regional Manager Education B.S., Mechanical Engineering, University of California, San Diego, 2003 Registration Civil Engineer. CA (C74708) Joined b&A 2018 Total Years of Experience 16 years Professional Summary Megan is licensed as a civil engineer with more than 16 years of experience working in water system planning, hydraulic modeling, condition assessment and design of water and wastewater facilities. She has completed projects throughout Southern California including planning, design, and construction management of pipelines, pump stations, storage reservoirs and water treatment plants. Relevant Experience EMWD Cawston Lift Station Condition Assessment. Hemet, CA V&A Consulting Engineers, Inc. (V&A) was retained by West Yost Associates for condition assessment services to support the Eastern Municipal Water District (District) in a condition assessment of the Cawston Lift Station (LS). Located in Hemet, California, the Cawston LS was built in 1976 and is currently out of service. The design pumping capacity is 4.6 million gallons per day. The areas included in the assessment of the Cawston LS were the engine and generator room, the pump room, the wet well, and the exterior of the building. Condition assessment methods included visual assessment, concrete surface testing (sounding, penetration, crack widths, pH), surface penetrating radar to remotely determine reinforcement placement, coating thickness measurements, and ultrasonic thickness testing of metal components. V&A developed a condition assessment Technical Memorandum presenting the findings and recommendations. Enema Wastewater Authority Water Pollution Control Facility 2019 Condition Assessments. Carlsbad, CA V&A Consulting Engineers (V&A) was retained by Encina Wastewater Authority (EWA) to perform a condition assessment of various facilities at the Encina Water Pollution Control Facility (EWPCF) in Carlsbad, CA. The EWPCF is a conventional activated sludge wastewater treatment plant with a liquid capacity of 40.5 MGD. The goal of the project is to provide recommendations for facility rehabilitation and/or replacement to allow EWA to plan for capital improvement projects. Condition assessments will be performed on the primary sedimentation basins, CEPT chemical feed and storage area, air handling units, screw conveyors, heat exchangers, odor reduction facilities biotowers, return activated sludge box structures, and the secondary drainage and scum storage pit. V&A will develop remaining useful life (RUL) estimates. recommendations to extend RUL, recoinmend ations for replacement, and cost estimates. MWD Lake Mathews and Lake Skinner Dams Vaults and Pipe Condition Assessments. Riverside County, CA V&A Consulting Engineers, Inc. (V&A) was retained by AECOM to perform inanned entry condition assessments at fourteen vaults along the Lake Mathews Dam and Lake Skinner Darn. In addition, V&A provided closed-circuit television (CCTV) documentation of seepage piping at the Lake Skinner Dam Spillway. Condition assessment methods at the vaults included visual assessment with photo documentation and concrete surface testing including sounding, penetration, crack widths, and pH). V&A coordinated with Pro -Pipe to perform cleaning and CCTV of the seepage piping at the Lake Skinner Spillway. V&A developed a condition assessment report presenting the findings and recommendations. Orange County Sanitation District Pia-02 Edinger Pump Station Condition Assessment. N V&A I J. RICHARD BRADY &ASSOCIATES, INC. E-43 Huntington Beach, CA V&A Consulting Engineers, Inc. (V&A) was retained by Lockwood, Andrews & Newnam, Inc. (LAN) to perform a condition assessment of the Edinger Pump Station to support the Orange County Sanitation District (OCSD) for the Edinger Pump Station Rehabilitation Study in Huntington Beach, CA. The pump station consists of two separate reinforced concrete structures, a circular wet well and a rectangular dry well. It is located beneath the travel way of Edinger Avenue near the intersection of Graham Street. The purpose of the condition assessment was to provide an opinion of the physical conclition and determine remaining service life. Condition assessment methods included visual assessment, concrete surface testing, surface penetrating radar, half -cell potential, galvanostatic pulse testing, and concrete core samples and laboratory testing. Dos Angeles Community College District (LACCD) District-WIds Utility Infrastructure Condition Assessment. Lacs Angeles, CA V&A Consulting Engineers (V&A) was retained by Cardno, Inc. for Condition Assessment (CA) services to support the Los Angeles Community College District (LACCD) across all nine of their campuses. The purpose of the project was to assist LACCD with the future improvement project planning, including budget and estimation of life expectancy as well as the cost of repair or replacement of various utilities throughout the district. The scope of work consisted of multiple utility systems, including potable water, reclaimed water, hydronic water, sanitary sewer, and natural gas. An array of utility testing and tasks performed were visual assessments of above/belowground components and manholes, the ultrasonic thickness of accessible metallic components, leak detections, and confined space entry into the manholes and underground tunnel systems. Also, concrete testing through concrete sounding, concrete penetration, concrete surface pti, surface penetrating radars (SPR), and coating evaluations. The desktop review and assessment of the sanitary sewer pipe conditions are per the NASSCO standards. Also, performed were soil resistivity testing through evaluations for corrosive impact potentials the native soil may have on buried metallic components. We delivered a technical report detailing the results of the condition assessment findings and recommendations for (D improvements, including recommendations for preventive maintenance and rehabilitation using qualitative and quantitative data obtained during the assessments. Encino Wastewater Authority FY 2018 Condition Assessment Services. Carlsbad, CA V&A was retained by Encina Wastewater Authority (EWA) to perform condition assessment services at the Encina Water Pollution Control Facility (EWPCF). Facilities included in the FY-18 assessment include the Outfall and Surge Tower, Dissolved Air Flotation Thickeners (DAFTs), Bar Screen Bypass Lines, and Cogeneration Building. V&A is performing on -site field assessments to determine the condition and remaining service life. Concrete surface assessments include sounding, penetration measurements, surface pH, and surface penetrating radar. UT testing and pit depth measurements will be performed on the metal piping associated with the Surge Tower and DAFTs and GET of coatings presents. Findings and recommendations will be presented to EWA in Condition Assessment Report. Padre Dam Municipal Water District Trans -River Inverted Siphon Condition and Capacity Assessment. Santee, CA V&A Consulting Engineers (V&A) is currently conducting a condition and capacity assessment of approximately 18,000 linear feet of 24-inch Sludge pipeline owned and operated by Padre Dam Municipal Water District (PDMWD) in Santee, CA. The double barrel inverted siphon crossing the San Diego River is the only pipeline that can convey raw primary and secondary sludge flow from the Roy Stover WRF to the San Diego METRO Interceptor and is the focus of the condition assessment. V&A obtained flow monitoring data on each siphon for a two week period per siphon. V&A is also currently conducting a condition assessment methodology evaluation that included the inverted siphons and sludge pipeline in terins of overall cost, ease of implementation, and type and quality of produced data. The evaluation will recommend technologies to be used for the condition assessment. Once final selection is made by PDMWD, a Condition Assessment Work Plan will be developed by V&A for execution of the recommended condition assessment method, access locations, roles and responsibilities, and a revised implementation cost estimate. RICHARD BRADY & ASSOCIATES, INC. E-44 Resume Jessica Bolanos, PE Role: Project Engineer Education B.S., Civil Engineering, Santa Clara University, 2014 Registration Civil Engineer, CA (C88347) Joined V&A 2019 - Fulltime Total Years of Exparianc s 7 years (2012) Training and Certifications • NACE Coating Inspector Level 1 - 8616808 • Sant Clara Valley Water District(SCVWD) Emerging Leaders Certification Program • Confined Space Entry -Certified • Basic CPR/First Aid Professional Summary Ms. Bolanos has a BS in Civil Engineering earned from Santa Clara University in 20.14. She is a registered Civil Engineer in the state of California and a NACE Level 1 Coatings Inspector. With more than 7 years of experience in the industry, Jessica has recently joined the V&A team. Jessica previously worked at the Santa Clara Valley Water District, where she was involved in the planning and design for major pipeline inspection and rehabilitation projects. pipeline repairs, and emergency response projects. Jessica managed and participated in multiple condition assessment projects for large diameter prestressed concrete cylinder pipe. Relevant Experience EMWD Cawston Lift Station Condition Assessment. Hemet, CA V&A Consulting Engineers, Inc. (V&A) was retained by West Yost Associates for condition assessment services to support the Eastern Municipal Water District (District) in a condition assessment of the Cawston Lift Station (LS). Located in Hemet, California, the Cawston LS was built in 1976 and is currently out of service. The design pumping capacity is 4.6 million gallons per day. The areas included in the assessment of the Cawston LS were the engine and generator room, the pump room, the wet well, and the exterior of the building. Condition assessment methods included visual assessment. concrete surface testing (sounding, penetration, crack widths, pH), surface penetrating radar to remotely determine reinforcement placement, coating thickness measurements, and ultrasonic thickness testing of metal components, V&A developed a condition assessment Technical Memorandum presenting the findings and recommendations. Encina Wastewater Authority dater Pollution Control Facility 201.9 Condition Assessments. Carlsbad, CA V&A Consulting Engineers (V&A) was retained by Encina Wastewater Authority (EWA) to perform a condition assessment of various facilities at the Encina Water Pollution Control Facility (EWPCF) in Carlsbad. CA. The EWPCF is a conventional activated sludge wastewater treatment plant with a liquid capacity of 40.5 MGD. The goal of the project is to provide recommendations for facility rehabilitation and/or replacement to allow EWA to plan for capital improvement projects. Condition assessments will be performed on the primary sedimentation basins, CEPT chemical feed and storage area, air handling units,screw conveyors, heat exchangers, odor reduction facilities biotowers, return activated sludge box structures, and the secondary drainage and scum storage pit V&A will develop remaining useful life (RUL) estimates, recommendations to extend RUL, recommendations for replacement, and cost estimates. Los Angeles Community College District (LACCD) District -Wide Utility Infrastructure Condition Assessment. Los Angeles, CA V&A Consulting Engineers (V&A) was retained by Cardno, Inc. for Condition Assessment (CA) services to support the Los Angeles Community College District (LACCD) across all nine of their campuses. The purpose of the project was to assist LACCD with the future improvement project planning, including budget and estimation of life expectancy as well as the cost of repair or replacement of various utilities throughout the district. The scope of work consisted of multiple RICHARD BRADY &ASSOCIATES, INC. E-45 utility systems, including potable water, reclaimed water, hydronic water, sanitary sewer, and natural gas. An array of uti I ity testing and tasks performed were visual assessments of above/belewground components and manholes, the ultrasonic thickness of accessible metallic components, leak detections, and confined space entry into the manholes and underground tunnel systems. Also, concrete testing through concrete sounding, concrete penetration, concrete surface pH, surface penetrating radars (SPR), and coating evaluations. The desktop review and assessment of the sanitary sewer pipe conditions are per the NASSCO standards. Also, performed were soil resistivity testing through evaluations for corrosive impact potentials the native soil may have on buried metallic components. We delivered a technical report detailing the results of the condition assessment findings and recommendations for improvements, including recommendations for preventive maintenance and rehabilitation using qualitative and quantitative data obtained during the assessments. Santa Clara Valley Water District Cross Valley Pipeline and Calero Pipeline Inspection and Rehabilitation Project. Morgan Hill, CA Project engineer for the inspection and rehabilitation of approximately 11 miles of 78- inch prestressed concrete cylinder pipe. The purpose of the project was to inspect the raw water transmission pipeline to determine if repairs were needed, rehabilitate various appurtenance vault sites, and install an acoustic fiber optic (AFO) monitoring system on the pipeline. Specific responsibilities included the planning and coordination of lockout-tagout, pipeline dewatering, AFO monitoring system installation, the electromagnetic and visual inspection, and the carbon fiber reinforced polymer (CFRP) repair method. [2018] Santa Clara Valley Water District Cl Levee/Access Road Repair. Morgan Hill, CA Project manager for the replacement of seven culverts that are embedded in the Calaveras Fault levee/access road, which allow water to pass through the levee without impounding. Due to degrading and aged infrastructure, the corrugated metal culverts would be replaced with HDPE pipe. Specific responsibilities included developing design drawings, acquiring environmental permits, determining material a quantities, and developing a cost estimate and schedule. [2018] Santa Clara Valley dater District Penitencia Water Treatment Plant Expansion Joint Replacement. San Jose, CA Project manager for the replacement of a 66-inch seismic joint located on a transition riser at the District's water treatment plant. The existing joint was leaking due to corrosion at the flange - bellow connection. Specific responsibilities included performing an on -site field assessment of the failure, preparing design specifications for a new joint, procuring materials, coordinating repair work, and developing a root -cause analysis report. [2018] Santa Clara Valley Water District Cross Valley Pipeline Inspection. Morgan Hill, CA Project manager for the electromagnetic and visual inspection of approximately 3 miles of a 78-inch raw water pipeline. The purpose of the inspection was to assess the condition of the prestressed concrete cylinder pipe (PCCP) and determine if any repairs were needed. Specific responsibilities included developing a dewatering plan, coordinating lockout-tagout and dewatering operations, acquiring environmental permits, developing an inspection plan, coordinating with external consultants for confined space rescue support and electromagnetic inspection services, and performing the visual inspection. [2018] Santa Clara Valley Water District South County Recycled Water Pipeline Project. Gilroy, CA Project engineer for the design of 13,000 linear feet of 36-inch HDPE recycled water pipeline, which included multiple jack and bore crossings, a creek crossing using horizontal directional drilling, and air release and blow -off appurtenances. The pipeline began at the sewer treatment facility and ran through various farmland, public roads, and land developments in Gilroy. Project success required coordination with Caltrans, Department of Fish and Game, State Water Quality Control Board, City of Gilroy, County of Santa Clara, and the South County Regional Wastewater Authority. Design elements included materials evaluation, multiplejack and bore crossings, a horizontal directional drill crossing, flow control facilities, air release and blow -off structures. [2015] RICHARD BRADY & ASSOCIATES, INC. E-46 Matthew H. Snow, EIT Role: Associate Engineer Education H.S., Civil Engineering, San Diego State University, CA, 2013 neglstration Engineer in Training, CA (EIT 149026) Joined V&A June 2013 - Pullthae March 2013 - Intern Position Total Years of Experience 8 years Training and Certifications ° National Association of Corrosion Engineers (NACE) CP4 Cathodic Protection Specialist (59220) ° Basic CPR/First Aid • Confined Space Entry -Certified Publications 'Two for the Price of One", ASCE Pipelines Conference 2016 Professional Summary Matt received his bachelor's degree in Civil Engineeringfrom San Diego State University in 2013. Matt completed an internship with the City of San Diego's Corrosion Sector where he was exposed to the basics of corrosion engineering and cathodic protection. Matt began his career with V&A as an intern in corrosion engineering. Since then, he has broadened his scope of knowledge. Working throughout multiple practice areas, he has experience in conducting field tests including pipe -to -soil potential surveys, current requirement testing, electrical continuity testing, and soil resistivity measurements. Matt is a certified engineer in training and successfully completed the NACE International CP4 Cathodic Protection Specialist course and is awaiting certification. Relevant Experience Cucamonga Valley Water District Reservoir 30-2 Condition Assessment. Rancho Cucamonga, CA V&A was retained for condition assessment services to suapart the Cucamonga Valley Water District Reservoir 3C-2. The CA included assessment of field conditions, report of findings, alternatives and recommendations for rehabilitating the structural steel members and managing corrosion in the future for a 16-million-gallon pre -stressed concrete reservoir at the Lloyd W. Michael Water Treatment Plant. [8.2015 1 15-0084 1 w] East Orange County Water District Paul A. Andres Reservoir Cathodic Protection System Design. Orange, CA V&A designed a galvanic anode cathodic protection system for the submerged interior of East Orange County Water District's (EOCWD's) Paul A. Andres Reservoir. V&A submitted drawings and technical specifications for the cathodic protection (CP) system detailing the number, size, location, and material of the galvanic anodes required to provide corrosion control to the reservoir. V&A activated the CP system after installation was completed. A report was submitted summarizing the results of the activation including tank -to -water potentials, anode current outputs, and anode open circuit potentials. [1.2017 115-0026 1 w] Sacramento Suburban Water District (SSWD), Antelope Reservoir Rehabilitation Project. Antelope, CA Assessed the condition of the existing impressed current cathodic protection (ICCP) system for Antelope Reservoir. Antelope Reservoir is a 5 million -gallon (MG) ground storage reservoir constructed in 1996. It has a nominal diameter of 166 feet and nominal height of 31 feet. This condition assessment report summarized field observations and test results. Recommendations for rehabilitation were presented, and preliminary cathodic protection design information was provided. [04.2019 1 18-0214 1 w] City of Sacramento, Condition Assessment of Water Storage Facilities. Sacramento, CA V&A assessed the exterior and interior of four RICHARD BRADY &ASSOCIATES, INC. E-47 water storage tanks with capacities of 3 million gallons each. Three tanks were constructed of concrete with diameters between 100 feet and 144 feet and heights up to 110 feet above ground. One tank was an elevated steel tank supported by multiple columns. The tanks were constructed between 1937 and 1961. V&A developed an industry -accepted scoring and ranking methodology to prioritize repair and replacement work to the water storage reservoirs. The methodology will be used by the City of Sacramento on steel and concrete reservoirs to determine the condition of the City's water infrastructure and will be used to prioritize planning studies, rehabilitation and replacement projects, and preventative maintenance scheduling. V&A performed interior assessments while the tanks were filled with water with use of a raft. V&A provided repair recommendations with budgetary cost estimates. [2.2018 1 15-0382 1 w] San Jose Water Company Swelgert Station Reservoir Cathodic Protection System Design. San Jose, CA V&A designed a galvanic anode cathodic protection (CP) system for the submerged interior of San Jose Water Company's (SJWC) Sweigart Station Reservoir. Due to constraints set forth by SJWC, V&A was required to design a custom CP system featuring horizontal anodes suspended from anchors welded to the interior walls of the tank. V&A submitted drawings and technical specifications for the CP system detailing the number, size, location, and material of galvanic anodes required to provide corrosion control to the reservoir. [7.2016 1 16-0106 1 w] Western Municipal Water District Cathodic Protection Monitoring Services. Riverside, CA V&A conducted a corrosion assessment of the District's pipelines and reservoirs by measuring structure -to -electrolyte potentials at available test stations. The potentials measured on non- cathodically protected pipelines and reservoirs were evaluated to determine if the structures were actively corroding. The potentials measured on cathodically protected pipelines and reservoirs were compared to NACE criteria for corrosion control to determine if corrosion of the structures had been mitigated. V&A presented a report summarizing the results of the assessment and presented recommendations for s , ,. i future maintenance and testing of the structures. [7.2016 1 14-0367 1 w] City of Modesto, Del Rio Water Tank and Transmission Pipeline. Modesto, CA Reviewed water quality analysis and soil sample resistivity testing and chemical analysis to determine the corrosivity of the water and soil towards a 250,000-gallon welded steel water tank and a 16-inch diameter cement -mortal lined and coated steel transmission pipeline. Provided recommendations for corrosion control, including coatings, lining, and corrosion monitoring. Based on the water and soil conditions, cathodic protection was not recommended. [11.2018 1 17-0194 1 w] San Jose Water Company Chelm Reservoir Cathodic Protection System Design. San Jose, CA V&A designed a galvanic anode cathodic protection (CP) system for the submerged interior of San Jose Water Company (SJWC) Chaim Reservoir. Due to constraints set forth by SJWC, V&A was required to design a custom cathodic protection system featuring horizontally oriented anodes suspended from anchors welded to the interior walls of the tank. V&A submitted drawings and technical specifications for the cathodic protection system detailing the number, size, location, and material of galvanic anodes required to provide corrosion control to the reservoir. [3.2016 1 16-0030 1 w] Cucamonga Valley Water District Reservoir 3C-2 Condition Assessment. Rancho Cucamonga, CA V&A was retained for condition assessment services to support the Cucamonga Valley Water District Reservoir 3C-2. The CA included assessment of field conditions, report of findings, alternatives and recommendations for rehabilitating the structural steel members and managing corrosion in the future for a 16-million-galion pre -stressed concrete reservoir at the Lloyd W. Michael Water Treatment Plant. [8.2015 1 15-0084 1 w] RICHARD BRADY &ASSOCIATES, INC. E-48 Concrete Reservoir Des!= k Russell C. Senmir Y l 0. ' 1 P r r ' .. Ay. tk�-'�ii•i • _ f , .. :a u 1 3: 1 'I[LL = FiOu AND COPYRWNTSD AS A PART OF .. JODSNAL A— cAN. WATm WOSSS Aas=C _ ,.. .. ..'.•'. •i'••.:.e_': J.:' .�:r Vol. 60, No. 10, october,1968 ATWN `.: RICHARD BRADY & ASSOCIATES, INC. F-49 REPRINTED FROM AND COPYRIGHTED AS A PART OF JOURNAL AMERICAN WATER WORHs ASSOCIATION VOL 60, No. 10, October 1968 PdnW In U. S. A. Concrete Reservoir Design Russell C. Kennur A paper presented on Jun. 4, 1968, at the Annual Conference, Cleve- land, by Russell C. Kenmir (Active Member, AWWA), Pres. and Chief Engr., lames M. Montgomery, Cow, Engrs., Inc., Pasadena, Calif. RESERVOIRS involve a multitude of details which must be designed and constructed properly. The diffi- culties experienced with many reser- voirs have been due not so much to structural inadequacies, but rather to insufficient attention to seemingly mi- nor details, such as locations of con- struction joints, installation of water - stops, vibration and curing of concrete, and design and construction of under - drains. These details can cause costly maintenance problems if not properly designed and constructed. For this reason, this paper emphasizes such details. Common Types The elements of the most common types of concrete reservoirs are briefly as follows: The walls may be of nonprestressed design or prestressed or post -tensioned design. The nonprestressed design may have (1) a sloping wall or (2) a vertical wall of a circular -hoop -ten - Sion, cantilever, or vertical beam type. The prestressed or post -tensioned de- sign may be (1) cast or shot -in -place core -wall, wrapped with rods equipped with turnbuckles, (2) cast or shot -in - place core -wall, with embedded tubes or paper sheathing enclosing post -ten- sioning cables, (3) cast or shot -in -place core -wall, with or without embedded steel shell, and• wrapped with post - tensioned wire, or (4) precast, pre- stressed wall panels supported at top and bottom with ring girders. The roof of a cast -in -place design may be one of the following types: (1) multiple -arch, (2) multiple -dome, (3) single -dome, (4) beam, joint, and slab, or (5) flat -slab. The roof on a precast design may- be either a non - prestressed type or a pretensioned or post -tensioned type. Selection of Type The esthetic requirements of the site neighborhood and the relation of the site elevation to the desired maximum water surface elevation are important factors in selecting the type of reser- voir. Frequently a study is made to determine whether a circular, rectangu- lar, or irregularly shaped structure would fit the site best. A concrete reservoir with the roof and walls ex- posed to the weather is likely to require more maintenance than buried concrete reservoirs. Buried structures are not subject to wide temperature variations, wetting and drying conditions, and, in cold climates, to freezing and thawing conditions. With the excellent materials now available, the reservoir designer has 1181 RICHARD BRADY &ASSOCIATES, INC. F-50 1182 R. C. BENMIR Jomv.AWhVA the opportunity to satisfy public de- mand for pleasing designs of above- ground concrete reservoirs. He can also develop economical designs of un- derground reservoirs, which, by virtue of being underground, permit the space above the reservoirs to be used for parking lots, playgrounds, parks, and service yards. Figures 1 and 2 are examples of such uses. Nouprestressed circular reservoirs require a relatively thick wall and are more expensive than prestressed res- ervoirs. There has been a trend since the end of World War II toward con - Prestressed concrete reserovirs using embedded tubes or paper sheathing en- closing post -tensioning cables are built occasionally, If precautions 1-4 rec- ommended below for prestressed wire - wrapped reservoirs are followed, this type of construction should be satis- factory, provided the cables are care- fully installed in a horizontal position and, after post -tensioning the cables, the tubes, if used, are completely filled with grout. Prestressed concrete reservoirs using wire -wrapping as the post -tensioning element have been used extensively, Fig. 1. Civic Center Reservoir, Vernon, Calif, The surface above this 10-mil-gal reservoir is used for a two -level parking lot. ventional rectangular designs and cir- cular prestressed structures. Although many prestressed concrete reservoirs are still being built, they have become less popular in some areas in recent years because of difficulties experienced with corrosion of the pre- stressing elements. If careful attention is given to design and construction de- tails, a satisfactory structure should re- sult; however, some engineers feel that there exists an inherent element of un- certainty about the quality of construc- tion that may be achieved even under close supervision. but many existing reservoirs of this type have developed serious mainte- nance problems. The most common of these problems is lack of bond between the core -wall and the pneumatically ap- plied mortar used to protect the wire - wrapping, and cracking of the mortar where the wall is exposed to the weather. As the mortar is relatively thin, it tends to dry out and crack, thus permitting atmospheric corrosion of the wire -wrap. If the structure is buried, this particular problem is largely eliminated. Buried reservoirs RICHARD BRADY & ASSOCIATES, INC. F-51 Oct. 2968 CONCRETE RESERVOIR DESIGN 1183 of this type using flat -slab roofs have histories of satisfactory service. General Precautions . Some general precautions can re- duce the possibility of truble with wire - wrapped prestressed reservoirs. These include: 1. Prohibiting the use of calcium chloride in the concrete mix or in the pneumatically applied mortar 2. The use of rubber or asbestos - graphite pads for supporting the roof on the wall 8. Use of galvanized wire for the wire -wrap 9. Filling the reservoir before the Pneumatically applied mortar is shot on the core -wall and stopping any leaks through the wall that may appear 10. Application of two coats of a good quality vinyl paint to the com- plete exterior surfaces of the wall to seal any hair -line cracks. Precast Prestressed Reservoirs Precast prestressed reservoirs built under the Pritzker system have created Fig. 2. Roof Over Riviera Reservoir, Santa Monica, Calif. The roof area over this 25-mil-gab reservoir is used for tennis courts and parking area, 3. The use of a bulb -type waterstop between the wall footing and the wall 4. Constructing the concrete core - wall in alternate sections and using waterstops in the vertical joints 5. Use of a water cure only, for the outside surface of the wall 6. Sandblasting the exterior surface of the wall before the wire -wrapping is done 7. Application of a cement slurry to the outside of the core -wall as the wire -wrap is placed and again just before the pneumatically applied mor- tar is placed considerable interest in recent years, primarily because the designs offered are esthetically pleasing. Figure 3 il- lustrates this type of reservoir. It con- sists of a series of pretensioned curved panels held together like staves of a barrel by cast -in -place ring girders at the top and bottom. In small reser- voirs, the ring girders may be de- signed as ordinary reinforced concrete members without post -tensioning. In large reservoirs, they may be post - tensioned by using either, embedded tubes and cables or by wire wrapping applied to the outside faces of the ring RICHARD BRADY & ASSOCIATES, INC. F-52 girders. The Iatter method requires the use of a pneumatically -applied mor- tar coating over the wire -wrap. Be- cause of the precast method of con- struction, reservoirs of this type have not employed waterstops in the wails. All joints have been sealed with either polysulfide or polyurethane sealant. As quality control in the manufacture of both polysulfide and polyurethane sealants is not always reliable, the life of the sealant may be uncertain. There- fore, maintenance expense may be rather high. It is believed, however, that modified designs will be available Buried Concrete Reservoirs Because of the rising cost of land in urban areas, the underground con- crete reservoir has become more at- tractive to water utility agencies. Maintenance expense can be practically eliminated, and the savings in main- tenance expense alone largely offsets the higher initial cost of this type of reservoir. Thus, the benefits of using the area above the reservoir may be considered a bonus to the community. Buried reinforced concrete reser- voirs can be built in rectangular or ir- Fig, a. Precast, Post -Tensioned Reservoir, Santa Ana, CaHf. This 6-mil-gad reservoir was built under the Pritzker system. in the near future that will eliminate the necessity of relying solely upon sealants to insure watertightness of the joints. Several precast prestressed reser- voirs have been constructed on the west coast. They have been expensive for a single reservoir, but if two or more reservoirs of this type are built under a single contract, the cost is competitive with other types of con- crete reservoirs. regular shapes and can accommodate any reasonable .live load above the reservoir. This type of structure has been widely used in England and in the eastern United States. A recent sur- vey of reservoir practice in England showed that 64 per cent of the reser- voirs constructed in recent years had cast -in -place concrete roofs, most of which were buried and of flat -slab con- struction. Although very few buried concrete reservoirs were built on the RICHARD BRADY & ASSOCIATES, INC. F-53 west coast prior to World War II, they have received increasing accept- ance during recent years. The author alone has supervised the design of more than 30 reservoirs of this type, all of which were built in the western United States. Figure 4 illustrates an earlier design which combines a 12-ft vertical wall and a 2:1 sloping side. Because of the difficulty in pro- ducing a dense concrete on a steep slope, later designs employ 5:1 slopes. Concrete can be placed almost as easily on,a 5:1 slope as on the level. A later design is illustrated in Fig. 5. result in a perpetual maintenance ex- pense if not properly designed. Fig- ure 7 illustrates a type of expansion joint which is suitable for an exposed concrete roof which is not a tension member between walls, Figure 8 il- lustrates an expansion joint in a roof that acts as a tension member between opposite walls and as a tension tie to the tops of the walls. Cost Data Table 1 is a tabulation of construc- tion cost data on numerous concrete Gutter 2-k of Earth We 2 lape 1 percent Watersto 1 p 9�in� 5 _ in. p 17 it fn: � 20 it 20 ft---S —16 sq in. 16 sq in. 16 sq In, � terslop y 1.66 � Plan Dimensions 1 row H .177 it in. x3371t 6 in. Waterstops Underdraln '�'f+' 19.1 5 Waterstops z: Slope 1per cent � 1O —s• 7 + ' Fig. 4, Walteria Reservoir, Torrance, Calif. The ca¢acit y Of this reservoir is 10 Intl gal. of si Because te limitation, it is some- times impractic Fi al to bury a reservoir completely. gure 6 illustrates such a reservoir. With reservoirs of this type, the design eful of the roof should in- clude a caranalysis of the effects of temperature h te changes. In small res- ervoirs, sucmperature changes are not likely to re he d quire any special pro- visions in tesign, but in large res- ervoirs expansion joints in the roof may be necessary. Such joints can reservoirs of various types which have been built in California and Nevada since World War II. The costs in- clude all appurtenant items such as earthwork, piping, paving, fencing, and so forth, and therefore reflect higher unit costs than would be the case if the structure alone were -considered. The current Engineering News -Record construction cost index has been ap- plied to indicate approximate current Unit costs. Engineering, inspection, RICHARD BRADY & ASSOCIATES, INC. F-54 and administration costs are not in- cluded. The cost per gallon varies widely, depending upon the capacity of the reservoir, character and amount of earthwork, and many other variables. General Design Considerations Regardless of what type reservoir is selected, certain basic factors should receive consideration in developing the design. Frequently, one or more of these basic factors are overlooked, with serious consequences. 1. Foundation problems. Soil char- acteristics of the site should be de- termined by specialists in soils engi- neering. The allowable bearing values and probable differential settlements should be estimated based on a satu- rated condition of the subgrade soils. Consideration should be given to over - excavation of the site and refilling with suitable granular material if the subgrade soils are expansive or yield- ing, or if the subgrade is partly on rock and partly on earth or partly on cut and partly on fill. If the structure TABLE 1 Construction Cost Data on Selected Reservoirs in California and Nevada Reservoir Location Ca- paclty mit ga! Type of Construction Construction Cost Date Bid ENR Can- strucam, Index Cast at ENS, Index of 1130 S Total �g When Bid tgetr Pasadem-Janes Pasadena -Coronet 50 1.4 Buried -conventional Buried -conventional 950,000 100,000 1.0 7.1 Nov, '49 June'51 480.0 543.4 4.3 Torrence-Walteria Beverly Hille-sunset 10 6 Buried -conventional 422,000 4.2 Sept.'52 586.7 14,8 8.1 Ontarlo-Boles 2 Buried -conventional Buried -conventional 422,000 103,000 7.0 5.2 Jan.'56 Mar. 56 676A 680.2 11.7 Santa Ana -Walnut St. Monrovia -Mountain Ave. 7 5 Buried -conventional Buried -conventional M2,000 265,0011 5.2 Sept. 'S6 704.9 8.6 8,3 Monrovia -Cloverleaf 6.5 Buried -conventional 353,000 5,3 $A oet.'S6 Mar.'57 704.9 708.6 8.3 8.6 Ontarlo-Tatman Ontarlo-Feru Ave. 3,75 Buried -conventional 184,000 4.9 Pme'58 757.3 7.3 Fullerton -Laguna 20 2 Buried -conventional Buried -prestressed -wire- 693,000 131.000 3.5 6.6 Nov.'58 Jan. '59 774.1 778.3 5.1 0,6 Lang Beach 14 wra Exposed nrelnror"d 344.000 2.5 Apr.'59 784.4 3.6 Santa Manila -Riviera 25 Buried -conventional concrete floor -open 994,000 4.0 Jan.'60 R11.8 5.6 Arcalavrer nta Anita Bever 4.1 Buried -conventional 319.000 7.8 Jan.'60 811.8 10.9 Beverly ly Hi]Is-Lower La 2 0.2 Burled -conventional Exposed -conventional 177.000 50.000 8.9 25.0 Mar.'60 Mar.'62 913.3 861.5 12.4 32.9 Clenega CCCWD-Bailey Santa Barbara 2 Buried -conventional 152,000 7.6 Apr. '62 863.2 9.9 -Cater CCCWD-San Miguel 5 2 Buried -conventional Buried -conventional.. 373,000 178,000 7,5 8.9 Oet. '62 Nor.6 2 863.2 980.2 9.9 .6 No, I 1 Pomona-4B I Exposed-prestreased- 61,000 6,1 Mar.'63 B84.2 7.8 CCCWD-Newhall 3 BurfedtonventlPritzker onal 259.000 8.6 Mar.'64 922.4 10.5 Buena Park Santa Ana -South 2-6 Buried -conventional Exposed -prestressed- 810.3011 840.000 41 7.0 Jnne'64 Mar.'65 935.4 5.0 Pritzker 957.7 8.3 CCCWD-Pine Hollow CCCWD-Country Club 2 3 Buried-conventtonal Buried 243,200 12.2 Aug.'65 9R4.2 14.0 CCCWD-San Miguel 2 -conventional Buried•conventional 407,100 207,6o0 rA 10.4 Sept.'66 Sept.'66 1037.4 1037.4 14.8 No. 2 11.3 CCCWD-Bollman T. P. Clearwell ID Buried -conventional 745.000 7.5 Sept,'66 1037.4 8.2 EBMVD-Dunsmuir rn Veon-Civlc Center 64 10 Rnried-waventional Buried-eauventlonal 4.000.000 975,000 6,3 Sept.'66 7037.4 6.9 Pomana-SH IO Exposed -conventional 499,000 9.S 5.0 Fcb.'67 May'67 1044.9 1059.11 10.6 S 1 as Vegas -Campbell Fmdntas-San Diegufto 40 13.3 Bndrd-conventional Buried 11995,000 5A Aug.'67 108a,1 5.1 Beveriv liille-Grel stone 19.3 -conventional Buried -conventional 920,000 1.893,000 6.9 0,8 Sept.'67 Nov.'67 1092.2 1096.7 7.1 10,1 2CCWD-N9rrb Lime Ridge 3 Buried -conventional 436.500 14.6 Apr.'65 1124.2 14.7 0 RICHARD BRADY &ASSOCIATES, INC. F-55 is buried, the horizontal loading char- acteristics of the soil should be evalu- ated. If the site is on a side -hill, a geologic investigation should be made to evaluate the safety of the site against sliding. All reservoir sites should be examined by a geologist for faults. Obviously, the presence of any faults suspected to be active would dictate selection of another site. If the site of a structure is on hard rock, and the rock, after blasting or rooting, comes out in large chunks, ft 9 ft7z In. -j-i1i 19ft it 10 in. of Earth area and work across the entire site with a high pressure hose, making a slurry of the sand so it will wash into all crevices and depressions. Addi- tional sand may be necessary to bring the site to the required grade. Com- paction of the sand subgrade can be completed with a vibratory roller. 2. Need for underdrains. Under - drains prevent uplift caused by high ground water or by leakage from the reservoir structure. If the reservoir subgrade is relatively impervious, the Surface mzcasa -,n m 19ft- 24 in. Diem. Plan Dimensions Irregular, Maximum Dimension 560 it Slope 1 per cent rig. 6. Dunsmuir Reservoir, Oakland, Oath. The capacity of this reservoir is 64.4 mil gat tin two basins. leaving an uneven surface, the problem arises how to treat the surface to in- sure uniform support of the structure. One way, of course, is to remove com- pletely all loose material and then back - fill with concrete, as is customary for a dam foundation. Although such treatment is effective, it is expensive and usually not necessary. An inex- pensive method that the author has found effective is to place 4-6 in. of washed concrete sand over the entire leakage will not drain away readily, and when the reservoir water level is lowered, the hydrostatic pressure from water acting on the outside surfaces of the structure may be high enough to cause failure of the floor through up- lift. Underdrains are especially impor- tant where reservoir sides are built on a slope. Underdrains also insure the stability of cantilever retaining walls used in reservoirs and other hydraulic struc- RICHARD BRADY & ASSOCIATES, INC. F-56 1188 R. C. RENMIR lottr.AWWA tures. In the design of such walls, the weight of the water over the footing is usually the largest single factor pre- venting overturning of the wall. Therefore, if through lack of under - drainage of the subgrade, the hydro- static uplift pressure is equal or nearly equal to the water pressure on the inside of the reservoir, the beneficial effect of the weight of the water over the wall footing is lost. Under this condition, overturning of the wall may result, depending upon the depth of earth backfill against the outside face 12 in.a1« I rn« 2H designs have been used, some of which are illustrated in Fig. 9. For many years it was common practice to construct underdrains using an envelope of pea gravel around the drain tile bound together with about 1} sacks of cement per cubic yard. Ex- perience has shown that the cement leaches out of the pea gravel, which can cause plugging of the drain tile. Therefore, in current practice no ce- ment is used in the filter media around underdrains. 4. Construction joints. Generally In. It fn.X2 It In. 11 Plan Dimensions 187 HX397 H Fig. 6. Reservoir 68, Pomona, Calif. The capacity of this reservoir is TO mil gal. of the wall and whether the wall foot- ing is tied structurally to the floor of the reservoir. In any case, at least some structural damage to the wall is likely to occur. 3. Design details. An underdrain frequently consists of a shallow trench filled with 1-in. crushed rock with or without drain tile. Consequently, with no filter provided, a bad leak could cause fines from the subgrade to be washed out through the under - drains. This eventually might cause localized failure of the structure. The author has observed several failures of this sort, A good underdrain must be designed so as to filter out fine material if leak- age water or high ground water en- ters the underdrain. Many effective Slope 1 per cent speaking, construction joints in con- crete reservoirs are contraction joints rather than expansion joints. Excep- tions to this are certain joints in roofs of large reservoirs that are exposed to the weather. In reservoirs, as in most hydraulic structures, true expansion joints should be avoided if possible because movement in a concrete struc- ture creates a potential maintenance problem. In the design of hydraulic struc- tures, construction joints usually are spaced at shorter intervals than in nonhydraulic structures. A crack be- tween joints in a hydraulic structure is of considerable concern, whereas it might be of little consequence in a nonhydraulic structure. Although many satisfactory hydraulic structures RICHARD BRADY & ASSOCIATES, INC. F-57 Oct.1968 CONCRETE RESERVOIR DESIGN 1189 -Dave been built with the joints spaced at about 40 ft or more, the author's experience indicates that a spacing of 20-30 ft provides greater insurance against cracks developing between ;joints. Where unreinforced concrete linings are used, the concrete should be placed in strips 10-12 ft wide and with transverse dummy or weakened plane joints spaced about 10-12 it apart. In many designs, it is desirable to carry the reinforcing steel through the construction joints, such as flat -slab 1-ft 6. Stainless 84.44n. Conlin. Slelnless Steel PI.\ the sealant groove with the bond - breaker. For all horizontal joints in walls, or between footings and walls, the sur- face of the first pour should be sand- blasted, and just before concrete plac- ing is commenced, the space between the forms should be cleaned. The joint surface should be wetted and a sand -cement grout placed on the sur- face of the joint to a depth of J--1-in. The grout should have a water -cement ratio corresponding to that of the concrete being used. Condo. Neoprene Strip Cemented to Concrete } -In. Flat -Head Countersunk Stainless Steel schine Screws @ 24-1n. C.C. In Expan. Shields Conlin. 12-in.x24-tn.xl-in, Rubber Pad l•6, :�" ;:0• �•:,.8 7-in. Stainless Steel Cap Screws Vulcanized to 12.Irr.x24-In.x1G-i% .e .,,. ® 1244. O.C. in Expan. Shields Gage Stainless Steel PI, (One •';� :•.�'; , "! Opposite Each Beam Normal to Join ' ; e-in. Stainless Steel Cap Screws In B-In. Beam Beam expam shields (4 per Pad) rig. 9. Expansion Soint for Concrete Roof That Does Not Serve as a Tension Member roofs as illustrated in Fig. 10, even though this practice increases the tendency toward cracking between the joints. Where the structural design permits, this tendency can be reduced by carrying only half the reinforcing steel across the joints. Cracking be- tween joints can be reduced by placing the concrete in alternate panels and al- lowing them to cure for about 1 week before placing adjacent panels. Wherever vertical joints are to be sealed with waterstops or joint seal- ant, or a combination of the two, the joint face of the first pour should be coated with a suitable bond -breaker. Care should be used to avoid coating Rubber or plastic waterstops should be used in all vertical wall joints as illustrated in Fig, 11. The more com- mon widths of waterstop are 6 and 9 in. Rubber waterstops have been largely replaced with plastic water - stops because joints in plastic are quickly and easily made with a hot knife, whereas rubber requires slow and costly vulcanizing. Joints in rub- ber using a lapped joint bonded with an adhesive have been used at rea- sonable cost, but the life of such joints is dependent upon the life of the ad- hesive, which may be uncertain. In joints where more than a minute amount of movement is anticipated, it RICHARD BRADY &ASSOCIATES, INC. F-58 1190 R. C. RENMIR luur..9!•VWA is advisable to use a waterstop with a center bulb having an inside diameter of at least } in. Unless waterstops are held firmly in position when the con- crete is placed, they may become so badly displaced as to render them com- pletely ineffective. In the case of a vertical wall joint, the concrete, as placed, may cause the waterstop to fold back against the form bulkhead. i-tmx6-in Plates i. Neoprene Closed Sponge Cemented to Plate cryp.) All -a 1-Ih: High Tensile Rom With Opposite Threaded Ends., Bars Coated With 7g-in. Neoprene (Ultimate Tensile Strength of 145,000 pap terstops. It has been the author's practice to omit waterstops in hori- zontal lints only if the water depth above the joint does not exceed about 12 ft. Either flatstrip or multirib rubber or plastic waterstops are used in reser- voir floors as illustrated in Fig. 12, but usually only the flatstrip type is used in roofs. If differential movement is Clam Schad. 40 PVC Pipe Sleeves Filled With Grease Gray Polyurethane Sealant Neoprene Closed Cell Sponge Gap vl-in. Clam. Schad. 40 PVC Pipe, Sleeves Filled With Grease ,ad lars • Sallee A —A Fig, S. Expansion Joint for Concrete Roof in Which Tension Ties Are Provided Across the. TOint in Roof That serves as Tension Member Between Opposite Wails This can be prevented by holding the waterstops in position by attaching light tie wires to the edge of the water - stop spaced at about 18-in. centers and tied to the two curtains of reinforcing steel. It is considered good practice to use similar waterstops in horizontal wall joints, as illustrated in Fig, 11, but if good construction methods can be assured, satisfactory horizontal joints can be constructed without wa- expected at any of the floor joints, it is advisable to use a bulb -type water - stop or a multirib waterstop, which is designed for differential movement. All intersections of waterstops should be bonded by vulcanizing in the case of rubber. or by heating with w hot knife or other device in the case of plastic. Waterstops in the floor joints should be bonded to the waterstops in the wall footing, and those in the roof RICHARD BRADY & ASSOCIATES, INC. F-59 00.1968 CONCRETE RESERVOIR DESIGN 1191 20•mil PVC Liner Washed Concrete 20-mil PVC Liner ' Washed Concrete Solvent Weld Joints sand Solvent Weld lalnts Sand ':�E.,. ::M E•::.::.".'.','•' .••r••••-.• •:4-in. Spike to Side m(n. �� Pea Gravel 4-in. min. '.,; of Trench ;• a e'. e` Pea Gravel •3 •; 3-In. Concrete In.; 4-1n. Perforated VCP • 3 Iri °, • .� .With Open Joints 4-in, Perforated VCP With Open Joints or Gunite r � _ or Perforated ACP or Perforated ACP (a) (b) 20-mll PVC Liner Washed Concrete 20-mil PVC Liner Washed Concrete Solvent Weld Joints Sand Solvent Weld Joints ,• Sand ' ::::.. ......: •• .;.:;::2i p;i%.'.: J mom' • • • ...=d::::'• �.E;•:•• saYl— Spike to Side al Trench 4-in. min. Pea Gravel 4-In. min. Pea Gradel 3-in. Concrete or Gunite••>:' • ••. •'• q.in. Perforated VCP 'o-^•• 4-In.Perfoated VCP "�l^^•''*.'r<"i'+�' •, 3 in. With Open Joints in•_ ' With Open Joints or Perforated ACP or Perforated ACP (a) (d) Washed Concrete / Sand .. ::•,'�•;;2 c:1''••C`x,,Spike to Side 4-in. Perforatedof Trench. VCP With Open Joints or Perforated ACP A 4-In, min.' Pea Gravel e • 20-mil PV Concrete or Gunite ,'9 In.•� Weld J1 Over PVC S-in. min. (a) - (1) For Use Where High Water Table E%ISts,Pea Gravel Placed in Two Stages Using Sides at Box to Separate Gravel From Sand as Materials are Placed. rig. 9. Varlations of Underdrains Incorporating Means for riltering Out rines All types of underdrains shown have been successfully used. RICHARD BRADY & ASSOCIATES, INC. F-60 1192 R. c, xENMIR lmtr.AW4VA joints should be bonded to waterstops in the wall. It is good practice to use both wa- terstops and joint sealant in floor joints, particularly in deep reservoirs, as illustrated in Fig. 12 and 13. Poly - sulfide and polyurethane materials are widely used for this purpose. Poly- urethane appears to have better bond- ing characteristics than polysulfide and appears to be superior in other respects. In hydraulic structures, where there may be only very slight movements at the joints, a firm sealant with a shore hardness of 30 to 40 should be used to prevent the possibility of extrusion of the sealant through a honeycombed area in the concrete. joint sealant used Apply Bondbreaker, �64n. PVC Wate stap steel continuous Across Ja Fig. 10. Typical Roof Slab Joint for Buried Concrete Reservoir in the roofs of concrete reservoirs ex- posed to the weather should be softer, with a shore hardness of 10 to 20. Where sealant and waterstops are used in the floor joints, the sealant groove should be carried along the joint as far as the horizontal waterstop in the wall footing and bonded to ,the waterstop, as illustrated in Fig. 14. If this is not done, the margin of safety against leakage provided by the sealant is greatly reduced. Floor joints in many shallow reser- voirs and other hydraulic structures have been successfully sealed with joint sealant alone without the use of water - stops. This is standard practice where reservoirs are lined with unreinforced concrete. The strips used for forming the seal- ant grooves should be left in place un- tit the structure is complete and all debris has been removed. Any grout overlays on the side of the sealant groove originating from the second concrete pour should be removed; next, the joint grooves should be sand- blasted, blown out, and primed before the sealant is placed. Although some sealant manufacturers claim their seal- ants do not require groove surfaces to be primed, the author believes that priming is inexpensive insurance against an ineffective sealing job. It is of utmost importance that great care be used in thoroughly mixing all two -component sealants with electric stirring devices. Incompletely mixed two -component sealant will not set up 6-In. PVC Weterstop Apply Bandhreaker tight Wire Ties ® 18-in. 3:! . Stop Alt Nodz. Bars at Jolnt Fig. 11, Typical, Wall Joint for Buried Concrete Reservoir and is difficult and expensive to re- move. Entrainment of air in the seal- ant as it is placed is less likely to occur if the sealant is pumped and dis- charged through a nozzle kept sub- merged in the sealant groove. 5. Concrete quality. Good concrete quality cannot be over -emphasized if a reservoir is to be watertight and maintenance -free. Although this ar- ticle mentions some of the more impor- tant factors in producing good quality concrete, more detailed information can be found in authoritative publi- cations', As the usual design compressive strength of 3,000 psi at age of 28 days is easy to obtain, concrete strength is a lesser problem in producing good RICHARD BRADY & ASSOCIATES, INC. F-61 Oct.1968 CONCRETE RESERVOIR DESIGN 1193 concrete. To insure concrete density throughout the structure, especially next to waterstops, and a low water - cement ratio constant vigilance by the inspector during placing operations is necessary. Concrete mix must contain hard, durable, and well -graded aggregates free from excessive silt or substances reactive with the alkali in the cement, at least six sacks of cement per cubic yard, as little water as possible, and yet still be workable. In no case should the mix contain more than 6 gal of water per 94-lb sack of cement. This is equivalent to a water cement ratio of 0.53 on a weight basis. Al- though a mix leaner than six sacks of 40 Na.4 ®24-in..' Asplv Bondbreakey (a) to. segregation during transportation and placing and somewhat more dense and impervious. Good concrete construction demands constant attention to proper placing procedures. The inspector must make sure that every load of concrete does not exceed the allowable water -cement ratio, is placed in the forms in such a manner as to avoid segregation, is con- solidated with the specified type of vi- brator, and is vibrated for the proper length of time and in a manner that ef- fectively consolidates the concrete and works large air bubbles to the surface. The common so-called "worm holes" in a formed concrete surface are not the result of air introduced into the mix 64n. PVC Waterstep Apply Bondbreaker •: r.. .:. ...::: a. .: ..: < No. 4 @ 12-in. Stop Alternate Bars at Joint (b) Fig. 12. Typical Alternative Floor Joints cement normally would produce con- crete having a compressive strength of at least 3,000 psi at 28 days, some excess cement is needed for concrete used in hydraulic structures to insure satisfactory autogenous healing of cracks. An air -entraining agent is helpful in improving workability and increases the resistance of concrete to freezing and thawing. An air -entraining agent does reduce the strength of the con- crete by 14-16 per cent, but the bene- ficial effects offset this undesirable characteristic. By substituting poz- zolanic cement for 10-12 per cent of the portland cement in the mix, the concrete can be made less susceptible by an air -entraining agent, but usu- ally are due to improper or insufficient vibration of the concrete. The sources of such air may be from the fine ag- gregate, cold mixing water, or me- chanical air entrainment in the mixing operations. Concrete should not be placed during excessively hot weather or during freezing or near -freezing weather un- less special precautions are taken to keep the temperature of the concrete within safe limits. The importance of adequate curing is often overlooked; inadequate curing can result in low strengths, excessive cracking, surface spalling, and gen- erally poor wearing qualities. A 14- RICHARD BRADY &ASSOCIATES, INC. F-62 1194 R. C. xENMIR Juur.AWWA day water cure is desirable for hy- draulic structures, but less expensive curing methods have proved reasonably satisfactory for floors and walls. With formed concrete members it is essen- tial that the forms be kept wet until stripped. Immediately after stripping, the concrete must be either covered with wet curing blankets for the dura- tion of the curing period or coated with an appropriate curing membrane. Application of the curing blankets or curing membrane should not be post- poned until cone holes are filled or other repairs are made. In the case of buried concrete reservoirs, an ex- cellent system of curing and water- rig. 13. Tgpical Sealant Groove proofing consists of coating the sur- face, immediately after finishing, with a heavy coating of asphalt -emulsion, fol- lowed by a coat of whitewash after the asphalt -emulsion has set; after the con- crete has set Q-1-in.), curing blankets are placed on the roof surface and kept saturated with water until the earth blanket is placed. By keeping the blankets saturated, the concrete slab is kept cool. This is important in a large reservoir because if the tempera- ture rise of the concrete is substantial, the expansion may be enough to induce excessive stresses in the walls and pos- sibly cause cracking. Testing Concrete Reservoirs It is advisable to fill the reservoir for testing purposes before any back - rill is placed and to leave it full while the backfill is placed. Although very heavy equipment, such as loaded carry- alls, should never be permitted to oper- ate near the walls, there is less danger of cracking the walls by filling the reservoir first if heavy equipment should inadvertently get too dose to the walls. The ability of concrete to seal hair- line cracks through autogenous healing is truly remarkable if a few simple pro- cedures are followed. These include: 1. Using at least six sacks of cement per cubic yard Waterstap apt Under Wall to Wateadop Fig. 14. Waterstop and Sealant at Foot- ing -Wall Joint 2. Filling the reservoir very slowly by raising the water level about 1 foot/ day so as to give the concrete an op- portunity to absorb water. The swell- ing that results reduces the widths of any cracks that may have been formed 3. If any cracks or honeycombed areas in the walls are wide enough to allow trickles of water to flow through the walls, such flows should be stopped by calking the outside face of the wall with lead wool so as to permit autog- enous healing to take place. If this is not done, the flow may never stop because the cement, as it is leached out of the concrete, is continually washed away. RICHARD BRADY &ASSOCIATES, INC. F-63 EXHIBIT C Fee Summary RICHARD BRADY& Cost Proposal RFP Number: 19-105 Engineering Services for Seismic Project Title: and Structural Assessment Proposal Date: 11/14/2019 ASSOCIATES Program Manager: Richard Brady, P.E., BCEE Start Date: TBD End Date: TBD Labor Category Code Labor Rate Labor Hours Cost Principal -in -Charge / Senior Program Manager P6 $ 245.00 238.0 $58,310 Principal Engineer P6 $ 245.00 678.0 $166,110 Managing Engineer P5 $ 210.00 40.0 $8,400 Senior Engineer / Project Manager P4 $ 175.00 856.0 $149,800 Project Engineer P3 $ 155.00 264.0 $40,920 Associate Engineer P1 $ 120.00 187.3 $22,474 Senior Designer D3 $ 160.00 1 92.0 $14,720 Total Labor Cost 2,355.3 $460,734 Estimated Travel Costs Travel Total Travel Cost $ - Estimated ODCs Subcontractors, Materials, Supplies, Reproduction, etc.) MEMNEWME Geotechnical Reports Nova Services $50,000 Site Survey Coast Survey $37,500 Corrosion Assessment VEngineering $35,000 Service Center Charge $6.00/1-lour $14,132 Reproduction Subtotal ODCs $136,632 G&A on ODCs excl Travel 9.00% $12,297 Total ODC Costs $148,929 Profit on ODCs (excl Travel) 10.00% $14,893 Total ODC Cost $163,821 Total Estimated Project Cost $624,555 FEE Siesmic and Structural Assessment REV2 - (Cost Proposal) 11/13/2019 i O O O O O Ci O M V J OD W O tD V n N N M M N n 0 a N O O N OD T QI u1 M O ON co H � 00000cflo � n O O of M O W N (6)lnule Ln (p O N (D N N V N O T ER 0 0 0 0 0 0 0 0 O Q1 I4) 43noS W fR 0 0 0 0 0 (D O O n • O O] W O O S of (c) awjeo u4o u N tp n0 • O O O O O O O O O W o) o) N O • N W amoOAo u m tR 0 0 0 0 0 0 0 0 0 N N O m V V V V T (6)a6piAguAeo v m vs 0 0 0 0 0 0 0 ,N O NO 7 V r NO (Op O m vt a»ss ea v�F»v> J J m 'O (O CO EL V M M tp 16 VaaaaaaoY a 7 N N t6 E e o m a` m � N U � N a O u '� ` u v y .__ [ C w` .� w N ccW V N N c W C LLB N N .S i 0 Z .V l6 0 00 0 0 m J c d c d c (n .O a in Q c un N n Q7 M N O N O J cM- wN mW ON, ONO N a H_ N M M, M VO' tom W N 0 fA ER fR fR T fR T W T fp O O O O O n n N N N Of ER fA O O O V-T N m V N n n O n e} N O N N n O co n ci 6 0 M M M O Nz 44 o') 6 fA t (A 44 69 f9 OOO 7 It 0000 w to co V3 fR O O O t M V M n V N N N O IT V Of 7 er M O r- n N n N Gi N N N d' fA 4A ty fR H3 T H LO N N N • fA 69 O O O tf] 69 N T v N n n co O iO O N n It N O N N n M M M O D ER fR V3 N M W M M fA 69 fR tp ' d' 7 w 0p 10 lD tp ER fA O O O V 6R d' M n It N N N O I� r N rl N a N N N 7 N6F, M M T • fA fA tR IA fR T O (p yy O O V fH M n 7 N N N O Vl O O O 7 m V 7 M O I� r N n N W N N N a N N En M M T � T vs V y 0 0 U e N e U o O o U o ~ m o T 0 O N O ,. 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