Agenda packet — San Jacinto City Council, March 1, 2022 (part 2 of 5)

Printed 02/07/2022
PlanetBids, Inc.

3.A.5.b
Packet Pg. 143 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Wastewater, and) City of San Jacinto Request for Qualifications for
On-Call Engineering Services
(Water/Wastewater/Stormwater)
Prepared for
February 4, 2022 www.webbassociates.com

3.A.5.b
Packet Pg. 144 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, i
Section 1. Cover Letter........................................................................1 Section 2. Brief Company Profile ........................................................2 Section 3. Organization and Staffing...................................................3 Section 4. Firm Qualifications............................................................22 Section 5. Description and Approach ...............................................39 Section 6. Company Disclosure ........................................................47 Section 7. Proposed Fee Schedule...................................................47 Section 8. Sample Services Agreement Exceptions .........................47 Appendix A. Additional Relevant WEBB Projects ............................ A1 Table of Contents

3.A.5.b
Packet Pg. 145 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 1 www.webbassociates.com
February 4, 2022
Arthur Mullen
Chief of Public Utilities
City of San Jacinto
595 South San Jacinto Avenue
San Jacinto, CA 92583
RE: City of San Jacinto Request for Qualifications for On-Call Engineering Services (Water/Wastewater/Stormwater) Dear Mr. Mullen:

Enclosed is Albert A. Webb Associates’ (WEBB) response to the City of San Jacinto (City) toward providing On-Call Engineering Services (Water/Wastewater/Stormwater) to meet the City’s project needs. We are confident we can tailor solutions to meet your needs and develop a strong relationship moving forward.

The City requires a responsive professional consulting firm who possesses the experience and resources needed to achieve the goals and objectives of the City. WEBB has provided engineering services for public clients for more than 75 years and recognizes the importance of being close to our clients. WEBB would like to illustrate to the City what makes us the absolute correct choice for your projects. • We have resources available that can be dedicated to meeting all the City’s needs. We are local and can react to the needs of the City in a very short time frame. We can and will to handle both large and small projects and tasks with the resources available to us.
• We can offer all the services required by the City including water/wastewater treatment systems, water distribution and sewer collection systems, and stormwater engineering. • We have extensive experience with providing numerous on-call services to multiple public agencies including providing in-house staff.
• All of our project managers are invested in providing the City with the highest quality work products to achieve your goals. Our project managers pride themselves on customer service through effective coordination and communication on all projects.
• We have long working relationships with many sub-consultants to augment our services on a project specific basis, providing all the services needed for a particular project and reducing the City’s coordination effort.

WEBB is committed to contributing the highest quality assistance possible to achieve the City’s goals. We look forward to the opportunity to discuss our qualifications and answer any questions you may have. I can be reached at (951) 686-1070.

Sincerely,
Bruce A. Davis, PE
Senior Vice President
[email protected]
Corporate Headquarters
3788 McCray Street
Riverside, CA 92506
T: 951.686.1070
Section 1. Cover Letter 3.A.5.b
Packet Pg. 146 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 2 Section 2. Brief Company Profile
Legal Name: Albert A. Webb Associates
Legal Form of Company: Corporation
Representative: Bruce Davis, PE - Senior Vice President 3788 McCray Street
Riverside, CA 92506
951.686.1070
California Business License Number: C0262218
Department of Industrial Relations (DIR): 1000006209
Firm Specifics
1945 165 53
Founding Year Number of Employees Professional Licenses Corporate Headquarters:
3788 McCray Street
Riverside, CA 92506
951.686.1070
Murrieta:
41870 Kalmia Street #160
Murrieta, CA 92562
951.686.1070
Albert A. Webb Associates (WEBB), a Corporation, has consistently provided civil engineering services to public sector clients throughout California since 1945. This means our clients receive the benefit of a financially stable firm that has withstood many diverse economic times. WEBB is a mid-size consulting firm with offices in Riverside and Murrieta to best meet the needs of all of our clients. WEBB has over 150 associates and the in-house expertise to address the needs of cities, water and special districts, counties, regional agencies, and our partner firms within the industry. WEBB offers a broad range of services to meet the objectives of our clients which include project development, planning, design, entitlement, funding, permitting, construction management, and inspection.

Service Departments Owner and Principal Parties
• Water Resources
• Construction Management and Inspection
• Land Development Engineering
• Traffic and Transportation Engineering
• Planning and Environmental
• Land Survey and Mapping Services
• Landscape Architecture
• Geographic Information Systems
• Matthew Webb, PE, TE, LS - President/CEO
• Scott Webb - Senior Vice President
• Steve Webb - Director of Risk Management
• Brian Knoll, PE- Chief Operations Officer
• Kevin W.M. Ferguson - Chief Development Officer
• Todd Smith - Chief Financial Officer
• Sam Gershon, RCE - Senior Vice President
• Scott Hildebrandt, PE - Senior Vice President
• Bruce Davis, PE - Senior Vice President
• Dilesh Sheth, PE, TE - Senior Vice President
• Stephanie Standerfer - Vice President
• Jason Ardery, PE, TE, LLS, CPESC, QSD - Vice President • Joseph Caldwell, PE, CPESC, CPSWQ, QSD, QSP, CFM - Director • Emily Webb, J.D. - Senior Land Use and Entitlement Specialist

3.A.5.b
Packet Pg. 147 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 3 Section 3. Organization and Staffing
Bruce A. Davis, PE
Senior Vice President
Program Manager Highlights
• 30 years of pertinent experience with WEBB
• Extensive experience with CIP Programs for multiple public agencies • Has successfully worked with all team members
• Extensive background leading multiple disciplines
Bruce Davis, PE, is a Senior Vice President at WEBB. Bruce’s breadth of experience and in-depth technical and professional background with both public and private projects make him a well versed consultant with the ability to serve the best interests of both public agencies and private clients. Bruce’s past experience has allowed him to be successful in a number of large and complex projects over the last 30 years. His unique ability to understand the planning and civil engineering needs of a project, coupled with his uncanny ability to mediate problems and find creative solutions with all constituents involved, makes him a highly sought after consultant.

Our assigned project team consists of senior level professionals who will perform the required tasks for the City. By taking this hands-on approach, an experienced professional always has in-depth and intimate knowledge of each project task.

This improves overall project management, reduces the opportunity for costly mistakes and delays, and allows our staff to provide very effective and efficient service to you. Coordination is critical for your civil engineering projects. Every project assigned to WEBB will include principal involvement.

When an RFP is received, our Principal-in-Charge will work with one of our project managers to develop the best team for each project. WEBB’s project managers will maintain direct and continued responsibility for services provided under the duration of the contract. The chosen project manager will serve as the primary contact on matters dealing with specific projects, managing the day-to-day activities throughout project completion. Our team members are readily available to you and remain accessible throughout the project to the extent required to successfully complete it. Our key personnel will be available to the extent proposed for the duration of the project acknowledging that no person designated as “key” to the project shall be removed or replaced without the prior written concurrence of the City.

WEBB has a variety of subconsultants to fortify our project team pending project requirements. Potholing, aerial survey, and geotechnical engineering, structural, electrical, biological, cultural, and corrosion services are commonly used on these type of projects. WEBB will supplement when necessary to create strong team approach for the City’s projects.

WEBB ensures that all subconsultants are DIR registered and will provide the documentation prior to contract execution.

Knowledge, experience, and responsiveness are the key elements of a strong team needed to exceed the City’s goals and expectations for all your projects. WEBB has put together a team of professionals that will deliver these key elements to all future projects. You will not find a team that has more knowledge, background, technical expertise, and the experience of working collaboratively on recent successful projects than you find with this project team. The assembled team has a long history of working together, which increases communication and efficiency when managing projects for the City. “I will lead the City’s projects with a “hands on”
approach to ensure on-time delivery and quality of all
deliverables. You will not find a team that has more
experience working collaboratively on recent successful projects that have direct relevance to the support the
City is seeking than you find with this project team.”
- Bruce A. Davis, PE

3.A.5.b
Packet Pg. 148 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 4 Key Personnel Organization
Bruce will serve as the main contact with City and all employees will work from our Corporate Headquarters. All members identified are WEBB employees located at the Corporate Headquarters office in Riverside.

Shane Bloomfield, PE
Senior Engineer
Siming Zhang, PE
Senior Engineer
Brad Sackett, PE
Senior Engineer
Sinnaro Yos, PE
Senior Engineer
Joseph Caldwell, PE,
Practice Area Leader
Kris Danielson, PE
Senior Engineer
Eric Hays, PE
Senior Engineer
Autumn DeWoody
Senior Analyst
Stephanie Standerfer
Vice President
CEQA Documentation
Dilesh Sheth, PE, TE
Senior Vice President
Traffic & Transportation
Reed Chilton, PE, QSD
Director
Construction Management &
Inspection
Potholing
C-Below
Aztec
BTL
Biological Resources
South Environmental
Wood Environmental
Aerial Survey
Inland Aerial Survey
Cultural Resources
South Environmental
Applied Earthworks
Geotechnical
Converse Consultants
Ninyo & Moore
LandMark Consultants
Inland Foundation
Corrosion Engineering
RF Yeager
Electricaal Engineering
SKM, Inc.

Design West
Jeff Hutchins, PLA, ASLA
Landscape Manager
Landscape Architecture
Michael Johnson, LLS
Practice Area Leader
Land Survey & Mapping

STORMWATER/MASTER PLANNING WATER/WASTEWATER

IN-HOUSE SUPPORT SERVICES

POTENTIAL SUBCONSULTANT SERVICES
Bruce Davis, PE
Senior Vice President
Program Manager

3.A.5.b
Packet Pg. 149 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 5 REGISTRATIONS:

Registered Civil Engineer
C 47200 (CA)
YEARS OF EXPERIENCE:
34 Years
EDUCATION:

BS Civil Engineering, California State
Polytechnic University, Pomona
AFFILIATIONS:

American Public Works Association (APWA)
American Water Works Association (AWWA)
California Water Political Action Committee
(CalWater PAC)
Association of California Water Agencies
(ACWA)
Coachella Valley Economic Partnership
(CVEP)
League of California Cities
Bruce Davis is a Senior Vice President of Albert A. Webb Associates (WEBB).

Bruce has been a full-time employee of WEBB since 1986. Bruce currently serves as Director of Water Resources. As Director, he oversees all water and wastewater projects performed by the firm. Since 2018, Bruce has taken the lead representing WEBB in matters involving engineering standard of care and risk management.

Bruce is a registered civil engineer in the State of California.

Bruce has served as Principle-in-charge for well over one hundred regional infrastructure projects. His experience includes planning, design and support during construction of water, wastewater, drainage and transportation projects on behalf of clients including Eastern Municipal Water District, Coachella Valley Water District, Jurupa Community Services District, and cities of Corona, Murrieta, Rancho Mirage, Ontario, Grand Terrace, Rialto and Cathedral City. Project types include pipelines from 8-inch diameter up to 60-inch diameter, pumping ranging in size from one hundred gallons per minute to over 5,000 gallons per minute and storage facilities ranging in capacity from five hundred thousand gallons to over twenty million gallons, roadways, signals, storm drains and basins. Recent water industry projects include O’Ferrelll Street Booster Pump Station, Redlands/Hemlock Booster Pump Station, Longview and Watson Roads pipelines, Perris II Desalter pipeline and Markham

7.0-million-gallon storage tank.

Along with experience with regional infrastructure projects, Bruce has extensive knowledge and experience with survey, planning, entitlement, development (residential and commercial) and environmental services. His extensive experience translates to an understanding of all steps required to successfully complete a project efficiently and on schedule. Bruce has served as an expert witness in matters involving land use, entitlements and drainage.

Bruce is a member of and/or involved with American Public Works Association, American Water Works Association, Association of California Water Agencies and League of California Cities. He served several years as a Board member of CalWater PAC which is a political action committee advocating for issues important to California’s water supply. Bruce serves as an excellent resource for his clients on current issues and trends in our region.

Bruce Davis, PE
Senior Vice President

3.A.5.b
Packet Pg. 150 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 6 Joseph Caldwell, PE, CPESC, CPSWQ, QSD,

QSP, CFM
Water Resources Practice Leader
Joseph Caldwell, PE, is the Practice Leader of WEBB’s Water Resources Department.

Joseph focuses on the development of master drainage plans, the design of backbone drainage infrastructure, and the design of water quality systems for flood control projects throughout the region. A Certified Professional in Erosion and Sediment Control and Storm Water Quality, Joseph is a specialist in water quality and environmental compliance and an expert in hydrology and hydraulics.

Joseph’s experience includes the design of regional flood control basins, a flood control levee, master drainage plans, and the design and construction of several miles of backbone drainage infrastructure. He has also hydrologically and hydraulically modeled the San Jacinto River from Railroad Canyon to the existing Army Corps levee in the City of San Jacinto. Joseph’s extensive knowledge of local agencies’ design standards and procedures, and effective working relationships with agency staff, enable him to expedite projects through completion.

REGISTRATIONS
Registered Civil Engineer C 67239 (CA)
Certified Professional in Erosion and
Sediment Control (CPESC) 5311
Certified Professional in Stormwater
Quality (CPSWQ) 544

EDUCATION
MS, Civil Engineering
Brigham Young University
BS, Civil Engineering
Brigham Young University

CERTIFICATIONS
Qualified SWPPP Developer
(QSD) 00076
Qualified SWPPP Practitioner
(QSP) 00076
Association of State Floodplain Manager,
Inc. (ASFPM)
Certified Floodplain Manager (CFM)

AFFILIATIONS
American Society of Civil Engineers (ASCE)
American Public Works Association (APWA)
California Storm Water Quality Association
(CASQA)
Floodplain Management Association (FMA)
Heacock Channel Design Project, March Joint Powers Authority - Joseph served as the Project Manager for Phase 3 of the Heacock Channel Design Project for the March Joint Powers Authority. The project included the preparation of final improvement plans, traffic control plans, and a hydrology and hydraulic report for approximately 3,600 LF of the channel. The project extends from Lateral A of the Perris Valley Storm Drain north along Heacock Avenue to the southern end of an existing land fill. WEBB’s services also included project management and coordination throughout the duration of the project including attendance at project design team meetings, quality control services, and all other processing of improvement for necessary project approvals.

Hemet MDP Line C, Stage 4, County of Riverside Flood Control and Water Conservation District - Joseph was the Project Manager for the Hemet MDP Line C, Stage 4 Project. The extension of the Hemet MDP Line C was an important component to provide surface flooding relief and flood protection of a predominately developed portion of the City of Hemet. The extension of the Hemet MDP Line C was an important component to provide surface flooding relief and flood protection of a predominately developed portion of the City of Hemet. This segment of the Master Plan Facility represents the middle one third of the entire Line C System. The critical component of this project was implementing a master planned facility in a highly urbanized area of the City extremely constrained by multiple utilities. WEBB completed a Preliminary Design Report that outlined the most feasible alignment for this facility. WEBB is currently preparing final design plans and specifications for this backbone drainage facility.

Wildwood Creek Basin, City of Yucaipa(City) - Joseph served as the Project Manager for design of a multi-purpose watershed basin in Wildwood Creek in the City of Yucaipa.

WEBB provided engineering services that accommodated the critical needs of the City.

This project is located in the middle of a major watercourse. The watershed tributary

3.A.5.b
Packet Pg. 151 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 7 to the project is over 4,000 acres and the creek is designated on the Flood Insurance Rate Map by FEMA. The City’s goal was to reduce the peak flow utilizing a series of detention basins that in turn will reduce peak flow rates downstream and reduce the burden on those downstream facilities. This reduction in peak flow rates was accomplished through the removal of sediment/debris load and the attenuation of peak flooding through the use of the proposed basins. In addition to providing flood control benefits, this project also provided certain environmental and water quality benefits. To do this, the flood control facilities were developed in such a manner so the construction preserves riparian vegetation, where possible, and implements other measures for environmental and water quality impacts. In order to accomplish this, WEBB reviewed the conceptual design and provided a more precise analysis of the level of flood control protection the basins will provide.

WEBB also prepared detailed hydrologic, hydraulic, and sediment transport models to determine the peak runoff rates, flood volume, and debris load.

North Indio Regional Flood Control Channel Project, Coachella Valley Water District (CVWD) - Joseph is the Technical Lead for the North Indio Regional Flood Control Channel Project which is a key component of the CVWD flood protection mission in the Coachella Valley. The project will complete the link between existing flood control facilities in the north Indio area, providing increased flood protection for the region. The project consists of over three miles of concrete lined trapezoidal and rectangular channels, including numerous culvert crossings of existing and future streets. To date, WEBB has prepared the hydraulic analysis, preliminary design, and environmental documentation for the project. WEBB is currently in the process of preparing the final design plans, specifications, and estimates. WEBB is also responsible for preparing the CLOMR and providing public outreach and right-of-way acquisition services.

University Wash Channel, Riverside County Flood Control & Water Conservation District - Joseph was Technical Lead for the University Wash Storm Drain Project including the planning, analysis, and design of a large diameter master plan storm drain that connects existing upstream and downstream facilities together. This project was unique in that the 2,450 LF - 90-inch RCP required for this project had to be designed to maneuver its way through a developed industrial corridor of the City. Key to this project was the coordination with local businesses to ensure construction of the storm drain minimized impacts to business operations.

San Jacinto River Stage 3 Master Drainage Plan, Riverside County Flood Control & Water Conservation District (District) - Joseph served as Project Manager for the WEBB Team responsible for reviewing the current hydrological model, analyzing potential alternative models, and working with the District to decide the best option based for the current Master Drainage Plan. This project consisted of preparation of conceptual drawings for the Master Plan addressing all key elements such as floodplain management, flood control features, environmental preservation, development opportunities, effects on regional infrastructure, right-of-way requirements, and order of magnitude cost. WEBB worked directly with the District to prepare the planning study, coordinated with all stakeholders, and presented all findings to the Advisory Board with recommendations for the next steps (i.e., MSHCP compliance, CEQA strategy, land development constraints, and floodplain management). WEBB is currently working on the final MDP and EIR for the District.

Bedford Wash Channel, Riverside County Flood Control and Water Conservation District - Joseph is the Project Manager for the Bedford Wash Channel upstream on the McMillan Property. Services provided included finalizing the 30% design, preparation of all necessary studies, and designs for the final construction drawings, preparation and processing of the Cooperative Agreement and Agency approvals as well as providing on-going coordination with the overall project team during the design of the overall project and with the environmental consultant to assist with obtaining any regulatory permits associated with the channel construction. WEBB provided three iterations of channel design from the point the project was secured, when it was a completely lined concrete channel. Through WEBB’s recommendation, the project stakeholders strategically selected to move toward transitioning the channel to a soft bottom.

Joseph Caldwell, PE, CPESC, CPSWQ, QSD, QSP, CFM
Water Resources Practice Leader

3.A.5.b
Packet Pg. 152 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 8 Siming Zhang, PE
Senior Engineer
Siming Zhang, PE, is a Senior Engineer with WEBB’s Water Resources Department.

Siming assists clients in managing and designing a wide array of public works projects including water storage reservoirs, water transmission pipelines and booster stations, major trunk sewer mains, sewer collection pipelines and sewer lift stations, and water booster stations.

As a Project Manager who leads a team of engineers and designers, Siming has been a key advisor on many important matters that help determine the success of land developments including master drainage plans, hydrology/hydraulic studies, storm drain designs, Conditional Letters of Map Revision (CLOMR), and Letters of Map Revision (LOMR). Clients depend on Siming’s ability to fulfill a broad range of project goals including assistance with engineering design, bidding, construction administration, coordination with local agencies, sewer and water master facility plans, feasibility studies, construction drawings and specifications, construction and project cost estimates, and coordination with government agencies to secure approvals and permits.

Siming’s responsibilities entail engineering design, assistance during bidding, construction administration, coordination with local agencies, sewer and water master facility plans, feasibility studies, construction drawings and specifications, construction and project cost estimates, and coordination with various government agencies to obtain the applicable approvals and permits. His contract administration responsibilities included review of bid proposals, contractor submittal drawings, inspection reports, and process requests for information, requests for change order, and periodic site visits to monitor construction.

Among his contract administration responsibilities, Siming has reviewed bid proposals, contractor submittal drawings, and inspection reports. He also processes requests for information, coordinates change order requests, partial pay estimates,weekly working statements and notices of completion, and makes periodic site visits to monitor construction

REGISTRATIONS
Registered Civil Engineer C 60156 (CA)

EDUCATION
BS, Civil Engineering
Tsinghua University, China
MS, Civil Engineering
University of Southern California

AFFILIATIONS
American Society of Civil Engineers (ASCE)
American Water Works Association (AWWA)
Grace Street (D to H Avenue) Pipeline Project, Golden State Water Company (GSWC) - Siming serves as the Project Manager for this project, consisting of replacing approximately 2,700 LF of 12-inch diameter steel pipeline. This project consists of coordination with the Barstow Unified School District on possible future development and approval of the proposed pipeline, obtaining preliminary title reports of the parcel, field survey and establishing parcel boundary line, CEQA documentation and compliance, and legal description/plat and land acquisition for easement.

Royal Avenue Pipeline Replacement, GSWC - Siming served as the Project Manager for this project, consisting of replacing approximately 200 LF of 8-inch diameter steel pipeline. The replaced pipeline runs across the Royal Avenue Bridge with hangers, steel saddles, plates and rods.

3.A.5.b
Packet Pg. 153 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 9 IVDA 24-inch Diameter Transmission Main, City of San Bernardino Municipal Water Department (SBMWD) - Siming served as the Project Manager for the WEBB Team that provided preliminary design engineering, alignment option evaluation, final design plans, and specifications for SBMWD’s project consisting of approximately 14,000 LF of 24-inch diameter Ductile Iron Pipe (DIP) to connect Point “A” and Point “B” of the Intermediate Zone Inland Valley Development Agency (IVDA) and includes an 18-inch diameter pipeline crossing the Twin Creek freeway bridge at 9th Avenue. 30-inch & 18-inch Water Main Improvements, City of Ontario - Siming is serving as a Project Engineer and Construction Manager for this project which includes designing two water capital improvement projects for the Ontario Municipal Utilities Company. The first involves the design of 6,800 LF of 30-inch diameter transmission main from the 20 MG Reservoir (1212 Pressure Zone) on Eighth Street in the City of Upland and south on San Antonio Avenue to Fourth Street. The second project involves the design of 7,500 LF of 18-inch diameter distribution main in Fourth Street from Elderberry Avenue to Euclid Avenue. The key challenge for both of these projects is to select an alignment that avoids both existing utilities, maintains access to the residents in the area and includes an 18-inch diameter pipeline crossing the I-10 freeway bridge.

Waterline Replacement, Jurupa Community Services District - Siming served as the Project Manager for the replacement of several water mains to better serve customers of Jurupa Community Services District. He handled a wide range of work on the projects including alignment and topographical land surveys, base mapping, utility research coordination, field verification, engineer’s estimates and bidding documentations, and coordination with local agencies.

He also helped the WEBB Team provide a construction survey.

Capital Improvement Waterline Replacement Program, City of Ontario - Siming served as the Project Manager in the design and construction of the City of Ontario’s capital improvement programs. As the Project Manager, Siming was fully involved in updating Ontario’s local waterline distribution systems throughout the City. The project included 4,300 LF of 12-inch diameter pipelines and 5,000 LF of 16-inch diameter pipelines. Siming managed utility research, local and state agency coordination, and coordination with utility agencies within the project limits. After successful completion of the FY 2013-14, FY 2014-15, 8,460 LF of 8-inch pipeline, Siming served as the Project Manager with similar tasks to the City’s infrastructure updates for the 2015-16.

Recycled Water Master Plan, City of Banning - Siming served as a Project Manager and assisted in the implementation of the City of Banning’s (City) Recycled Water Master Plan. The City constructed the Phase I Irrigation Water Supply System which ultimately extended east to the City’s treatment plant located south of the I-10 Freeway between S. Highland Home Road, and City Water Reclaimed Treatment on 2242 E. Charles Street. The project included three major components/segments. The Segment A pipeline consisted of approximately 11,500 LF of 24-inch diameter pipeline.

Segments B and C included approximately two miles each. WEBB provided final design engineering services including preparation of plans and specifications for each major component.

Inland Empire Energy Center Brine Line, General Electric International - Siming served as the Project Engineer of a project that included designing and preparing plans and specifications for 28,000 LF of 18-inch and 24-inch diameter non-reclaimable waste line, extending from an 800 megawatt power plant to Eastern Municipal Water District’s connection to the Inland Empire Brine Line. Siming coordinated numerous elements of the project including the design of potable water, domestic sewer, recycled water, storm drain, and street improvements fronting the project site. He helped arrange permitting that included coordinating with Caltrans for the crossing of Interstate 215 over the waste line.

Siming Zhang, PE
Senior Engineer

3.A.5.b
Packet Pg. 154 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 10 Evaluation of College and Golden Concrete Reservoirs, Golden State Water Company (GSWC) - Brad served as Project Manager leading the WEBB Team that reviewed, analyzed, and evaluated two of GSWC’s partially buried concrete storage reservoirs. The roofs of both tanks are t-section concrete beams connected with steel plates. Several of the vertical sections of the beams experienced concrete spalling which has resulted in exposure of the rebar with evidence of corrosion. Over the years, the College Reservoir has developed cracks in the floors and walls that have been previously patched but continue to expand in length and width. Over the years several evaluations and studies have been performed by various consultants for GSWC, including a seismic and structural evaluation by WEBB in 1994.

In late 2013, the California Department of Public Health (CDPH) performed an inspection of the two reservoirs including recommendations that they both be evaluated for condition and seismic safety. WEBB’s engineering study evaluated potential alternatives for each reservoir, comparing repair and upgrading costs to possible replacement with new steel tanks, and made recommendations to GSWC for consideration in its future rate cases with the California Public Utilities Comission (CPUC).

WEBB prepared the detailed design and specifications for both the Golden and College tank projects. Both projects are currently under construction.

Peacock Hill Booster Station and Reservoir – Site & Structural Evaluation, Golden State Water Company (GSWC) - Brad served as Project Manager for the evaluation and report associated with GSWC’s Peacock Plant. WEBB provided the preliminary design report and a recommendation for the most cost effective option, replacing the existing roof structure and making the necessary structural retrofits, or construct a Bradley A. Sackett, PE
Senior Engineer
Brad Sackett, PE, is a Senior Engineer and Project Manager with WEBB’s Water Resources Department. Brad specializes in assisting major public agencies with a wide variety of water resource projects. Clients seek his expertise with pumping facilities, water pipeline design, gravity sewer main design, water and sewer system master plans, hydraulic modeling analysis, and sewer resource plans for Specific Plan Environmental Impact Reports (EIRs), among other projects.

Brad has been instrumental in assisting clients with in-house projects, while representing these agencies with their constituents as an on-site consultant.

Throughout Brad’s career he has been intricately involved in the design, management, and construction support of projects for such clients as Eastern Municipal Water District (EMWD), Western Municipal Water District (WMWD), and the cities of Riverside and St. Helena, to name a few.

His detailed approach ensures each project integrates flawlessly into master plan requirements from concept through construction. He specializes in operations takeover and integration of systems with a focus on cost effective and efficient transitions.

REGISTRATIONS
Registered Civil Engineer C 65862 (CA)

EDUCATION
BS, Chemical Engineering
Massachusetts Institute of Technology

AFFILIATIONS
American Water Works Association (AWWA)

YEARS WITH WEBB
21 3.A.5.b
Packet Pg. 155 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 11 Bradley A. Sackett, PE
Senior Engineer
completely new reservoir. The facility also has a 2,600 gpm booster station incorporated into the roof structure which will need replaced due to excessive corrosion. WEBB also evaluated on-site piping and comparing various retrofit scenarios to connect to a proposed pump station designed by water company staff. The existing booster station is located on the roof of the buried concrete reservoir. The support structure showed signs of significant corrosion and GSWC requested a more detailed analysis. Based on a detailed structural inspection and analysis performed by Tang Structural Engineers, it was determined the roof and booster station support structure did not meet current seismic design standards. WEBB’s report analyzed various options along with cost estimates to remedy deficiencies identified and recommended the most cost effective approach including temporary facilities required to operate the system during construction. WEBB and Tang Structural Engineers designed the replacement roof and provided construction support services.

Vista Ellis Improvement Project – Eastern Municipal Water District, County of Riverside (EMWD) - Brad served as the Project Manager for the Vista Ellis Improvement Project which includes a 5,600 GPM booster pump station, a

5.63 MG steel tank, and over 23,000-LF of 18-inch and 24-inch diameter transmission pipeline connecting the facilities.

WEBB was responsible for hydraulic modeling, site selection of the booster station and storage tank, preliminary design, CEQA analysis, and the final design of all phases. The proposed pipeline is located within the City of Menifee and the County of Riverside public right-of-way and an easement at RCFC&WCD Channel. The project allows EMWD to add storage to the 1698’ Pressure Zone and convey adequate water supplies to the 1815’ Pressure Zone to balance filling the Craig and Vista tanks to address water quality and hydraulic issues within the current system. A detailed connection and shutdown analysis was prepared for all pipeline connections in preparation of complex shutdown planning during construction. All three phases are currently under construction.

Hamner Trunk Sewer Project, Jurupa Community Services District, County of Riverside - Brad served as the Project Manager for the Hamner Avenue Trunk Sewer Project. WEBB worked on the final design for a deep (24+ FT) 12-inch diameter gravity sewer main within the Hamner Avenue right-of-way from Celebration Drive to 1,400-FT south of 58th Street.

The alignment of the proposed sewer main will parallel the proposed CDA product water pipeline in Hamner Avenue. The proposed sewer main is located within the City of Eastvale public right-of-way and a private easement. The project allows JCSD to convey existing domestic sewage to their regional trunk sewer facilities for treatment at the WRCRWA wastewater treatment facility, eliminating a connection to the SARI pipeline. The existing right-of-way is crowded with numerous existing utilities including the 42-inch diameter SARI pipeline, 60-inch storm drain, 30-inch JCSD potable water pipeline, 24-inch diameter Norco water pipeline, 16-inch diameter gas line, an abandoned sewer force main, two fiber optic cables, an Edison electric line, several other smaller dry utilities, and two traffic signals.

Redlands and Hemlock Booster Pumping Station, Eastern Municipal Water District (EMWD) - Brad served as the Design Engineer for the replacement of the pumping station in the City of Moreno Valley that had created a variety of operational and maintenance challenges. WEBB provided preliminary and final design engineering services for the replacement of the EMWD’s 1,827 GPM Redlands and Hemlock (previously Ironwood) Booster Pumping Stations (BPS) with a new 3,000 GPM Redlands and Hemlock BPS located in the City of Moreno Valley. The existing, partially below-grade facility reached its useful life and was creating a variety of operational and maintenance challenges. The project consisted of preliminary design, facilities site analysis, property acquisition support, project management, survey, geotechnical study, electrical study and coordination, Southern California Edison (SCE) plan of service, system hydraulic evaluation, CEQA support, operational control strategy, preparation of design contract documents (plans and specifications), cost estimates, and bidding assistance. The project also included the preparation of bid documents for the abandonment and demolition of the existing facility.

3.A.5.b
Packet Pg. 156 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 12 WWTP Upgrade and Expansion and Brine Line, City of Beaumont - Shane served as Project Engineer for the Imperial Wastewater Treatment Plant Expansion (1.0 MGD) Project. The purpose of this project was to provide additional wastewater treatment capacity for the City of Imperial and upgrade the City’s disinfection system. WEBB was responsible for the implementation of this 1.0 MGD wastewater treatment plant (WWTP) upgrade project. The firm had responsibility for all aspects of the project including preliminary engineering, environmental documentation and compliance, survey and mapping, final facility design, bidding, construction management, inspection, and NPDES permitting. The upgrades to the City’s existing facility included the design of new headworks screening units, addition of an activated sludge extended aeration basin, reinforced concrete secondary clarifiers, blower building and blower units, upgraded UV disinfection system, sludge drying beds and sludge staging area, flow monitoring and sampling, electrical and controls upgrades, and all appurtenant process and yard piping.

H-Street Booster Station, Golden State Water Company (GSWC) - Shane served as Project Manager overseeing the design of the H-Street Booster Station in Barstow.

The station design included two 400 GPM vertical turbine pumping units with room for two future pumping units, suction/discharge piping, block booster station building design, and SCADA/electrical design. WEBB was in charge of the preparation of all civil and mechanical drawings, structural drawings, coordination of the electrical drawings, and preparation of bid documents and technical specifications. Design of the booster station was completed in February 2018.

Well Drilling, Design, & Equipping of the City of Ontario Well Nos. 40, 41, 43, 45, 46, 47, 49, & 50, City of Ontario Municipal Utility Company - Shane served as Project Manager on the drilling of Well No. 43, the drilling and equipping design of Well Nos. 40, 41, 49, and 50, and provided construction management for Well Nos. 40, 41, 45, 46, 47, 49, and 50 for the City of Ontario.

His responsibilities included pump (2,500 GPM to 3,500 GPM) and motor sizing (350 hp to 800 hp), emergency generator sizing, on-site chlorine generation system sizing, preparation of all civil, and mechanical, and coordination of the electrical drawings, and preparation of bid documents and technical specifications.

Shane Bloomfield, PE
Senior Engineer
Shane Bloomfield, PE, is a Senior Engineer with WEBB’s Water Resources Department.

Shane specializes in the design of public works projects consisting of major pumping plants, groundwater pumping wells, sewer collection system design, wet well rehabilitation, water distribution system design, wastewater treatment plant design, and hydraulic system modeling using various computer models. He has engineering design responsibilities for several projects for public works agency clients including the City of Ontario, City of Riverside, Jurupa Community Services District, Eastern Municipal Water District, and Crestline-Lake Arrowhead Water Agency. REGISTRATIONS Registered Civil Engineer C 77435 (CA)

EDUCATION
BS, Geology/Hydrology’
Brigham Young University
MS, Environmental Science & Engineering
Colorado School of Mines

AFFILIATIONS
National Groundwater Association (NGWA)

3.A.5.b
Packet Pg. 157 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 13 Shane Bloomfield, PE
Senior Engineer
Shane was in charge of construction management during the equipping phase of the projects and his responsibilities included reviewing contractor’s submittals, coordinating the project with the contractor on behalf of the client, review and preparation of partial payments and change orders, and responses to the contractor’s questions regarding the project.

Well No. 22 Wellhead Equipping, Yorba Linda Water District - Shane is serving as Project Manager for this project.

WEBB is providing engineering design, bid support, and construction support services for Wellhead Equipping Well No. 22. The discharge piping will exit the site west through Fee Ana Street, then back into OCWD property, then due west along the north side of the Huckleberry Basin to Richfield Road, where it will then traverse north to the connection point to the existing 20-inch diameter transmission main at the northeast corner of Conrock Basin. The District has coordinated with OCWD on the well pump-to-waste line and discharge structure (headwall and rip-rap) into the Huckleberry Basin and the water level may be lowered 5 FT to allow for the installation of the pump-to-waste structure. The District anticipates a production yield of 2,500 GPM and the design will also follow the layout of the recently completed Well No. 21 located west of the Well No. 22 site. The discharge waterline will be adjacent to the OCWD Basin to Richfield Road and must maintain access during construction.

Well Design & Equipping Well Nos. 27 & 28, Jurupa Community Services District - Shane served as Project Manager on the well design & equipping of these wells. His responsibilities included pump (4,500 GPM to 4,000 GPM) and motor sizing (800 hp), emergency generator sizing, on-site chlorine generation system sizing, preparation of all civil, mechanical, and coordination of the electrical and architectural drawings, preparation of bid documents, and technical specifications. Shane will be in charge of construction management during the equipping phase of the project and his responsibilities will include reviewing contractor’s submittals, coordinating the project with the contractor on behalf of the client, review and preparation of partial payments and change orders, and responses to the contractor’s questions regarding the project.

Well 10A, City of Hemet - Shane served as Project Manager for the City of Hemet’s (City) Well No. 10A drilling project.

Well No. 10A is located within a vacant lot of a housing tract and has been in service since sometime in the 1940’s.

Recent attempts to rehab the well failed and the well was forced to be abandoned and all previous improvements at the site have been removed. The well drilling was completed in December 2017 equipping was completed in October 2019.

Chino Basin Desalter Authority Wells II-10 and II-11 Equipping Project, Chino Basin Desalter Authority Shane served as Project Manager on these projects. Shane was in charge of the well equipping design for Wells II-10 and II-11 as part of the Phase 3 Expansion. His responsibilities included pump (3,100 GPM to 3,300 GPM) and motor sizing, preparation of all civil and mechanical drawings, and coordination of the electrical drawings, and preparation of bid documents and technical specifications. Both wells are located within the Chino Desalter well field on a parcel of land, (Well II-10) at the southwest corner of Remington and Harrison Avenues and (Well II-11) at the northeast corner of Archibald and Remington Avenues in the City of Ontario. The water supply transfers from the Chino I Desalter well field to the Chino II Desalter well field.

3.A.5.b
Packet Pg. 158 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 14 Consultant Engineer, Golden State Water Company (GSWC) - Kris worked under contract for 18 months in 2013/2014 and six months in 2008 as a full time Project Engineering Consultant as part of the Capital Program Management team in the Ontario office of GSWC. His responsibilities included working for the Capital Program Manager overseeing the construction of multiple projects in the Mountain Desert, Orange County, and Foothill Districts, preparing contract documents for bidding, managing budgets and schedules, construction inspection, pipeline/water facility design, permit acquisition, and conducting meetings with staff members and contractors.

Fire Flow Test and Hydraulic Modeling Consultant Engineer, Eastern Municipal Water District - Kris served as Project Manager leading the WEBB Team, who worked closely with the Development Service Department, to prepare over 140 fire flow tests which included two-hour, four-hour, and hydraulic boundary condition tests. Kris worked with developers providing hydraulic analysis at the District’s office where he worked with the District’s water model on behalf of the developers to expedite the analysis and review process. The District provided him access to a computer, a portion of their server, and their as-built plans. This allowed him access to multiple departments to get quick answers.

Master Sewer Plan, Jurupa Community Services District - Kris assisted in the final preparations of the Master Sewer Plan for Jurupa Community Services District. This report encompassed approximately 16,000 acres. The scope of the report included among other things, population projections, establishing analysis criteria, projection of wastewater flows, modeling and analyzing existing and ultimate facilities, capital improvement projects summary, cost estimates, and recommendations.

Master Sewer Plan, Mission Springs Water District - Kris assisted in the preparation of the Master Sewer Plan of over 32,000 acres (including the City of Desert Hot Springs and North Palm Springs). He conducted the hydraulic analyses by modeling both the existing and ultimate system. The report analyzed population, environmental and engineering constraints, land utilization, exiting and protected water and wastewater characteristic, waste discharge and treatment requirements, projected wastewater flow criteria, facility design criteria, alternatives, existing facilities, and the proposed system.

Kristopher A. Danielson, PE
Senior Engineer
Kristopher (Kris) Danielson, PE, is a Senior Engineer with WEBB’s Water Resources Department. Kris specializes in hydraulic analysis, sewer system master planning, field inspection, and construction management. His responsibilities include the planning and design of public works facilities, fluid system modeling, and report preparation.

REGISTRATIONS
Registered Civil Engineer C 79743 (CA)

EDUCATION
BS, Civil Engineering
Brigham Young University
AS, General Studies
Ricks College

CERTIFICATIONS
Sewer CAD Master Modeler
Water Distribution Modeling

AFFILIATIONS
American Society of Civil Engineers (ASCE)

3.A.5.b
Packet Pg. 159 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 15 Annual Sewer Improvement Project, Edgemont Community Services District - Sinnaro served as Project Engineer for a study designed to improve water quality in the City of Moreno Valley’s Edgemont neighborhood. He performed water quality analysis and coordinated water quality sampling for the area’s water system. He also developed the water quality section of the Edgemont Water Master Plan Update. The project included the preparation of master wastewater plans for the District, as well as creation of a hydraulic computer model, development of projected wastewater generation of various regions of the District, and determination sewer main sizing and alignment.

Well Drilling, Design, and Equipping of Wells 27 & 28, Jurupa Community Services District (JCSD) - Sinnaro served as a project engineer for this project. The WEBB Team provided the engineering and hydrogeology services to provide JCSD with two new groundwater wells to serve the District’s water system and aquifer storage and recovery (ASR) capabilities. WEBB performed the site selection evaluation for these well sites based on both hydrogeologic and engineering parameters. The WEBB team prepared the drilling specifications and Geoscience provided inspection services during the well drilling of these wells.

Sinnaro Yos, PE
Senior Engineer
Sinnaro Yos, PE, is a Senior Engineer with WEBB’s Water Resources Department.

Sinnaro offers clients extensive experience managing the design and construction of a wide range of public works projects that enhance water quality and supply including water and wastewater systems, water reclamation, and water and wastewater treatment.

Sinnaro’s responsibilities include master plan reports for water and wastewater systems, water and sewer pipeline sizing and hydraulic analysis, alignment analysis, and pipe thickness design. He also focuses on water booster stations, sewer lift stations and deep well drilling and equipping design, utilities coordination and permitting through agencies, preparation of bid documents, and engineering cost estimates.

Clients also depend on Sinnaro’s wide-ranging construction management experience during construction of projects. He provides construction schedule analysis and control, schedules survey activities and specialized inspection efforts, and resolves field conflicts and issues. He also assists with processing submittals, RFIs, progress payments and change requests, conducts progress meetings, disseminates meeting minutes, communicates with the project inspector, contractor and owner, and provides for closeout of contracts. This includes conducting the final walk-through and generating a punch list, performing a final review of retention payments, and processing as-builts and O&M manuals. In addition, Sinnaro has provided technical memorandums as well as water and sewer master plan reports

REGISTRATIONS
Registered Civil Engineer C 68607 (CA)

EDUCATION
BS, Civil Engineering
University at Buffalo,
State University of New York

3.A.5.b
Packet Pg. 160 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 16 Wells 22, 23, and 25, Jurupa Community Services District - Sinnaro served as a Project Engineer for the JCSD Well Nos. 22, 23 and 25 Project. The WEBB Team provided the engineering and hydrogeology services to provide JCSD with three new groundwater wells to serve the District’s water system. WEBB performed the site selection evaluation for these well sites based on both hydrogeologic and engineering parameters. For Well No. 25, we provided legal and plats for the District to purchase land and obtain easements. The WEBB Team prepared the drilling specifications and Geoscience provided inspection services during the well drilling of these wells. WEBB provided input on Geoscience’s recommendations for casing and screen design, filter pack design, and pump setting. Geoscience’s recommendations were incorporated into our well equipping design plans and specifications.

WEBB and our subconsultants provided JCSD with complete civil, mechanical, and electrical design plans and specifications for the public bid process. Well No. 22 (3,000 gpm), Well No. 23 (3,000 gpm) and Well No. 25 (4,000 gpm) are being equipped with 500 hp, 500 hp, and 600 hp electric motors, respectively. For Wells 22 and 23, the long lead time items such as the deep well pump and motor and the motor control center was pre-purchased. We prepared specifications for the District to pre-purchase the equipment. These wells will also be equipped with standby diesel generators. WEBB is currently providing construction management and inspection services, maintaining constant communication with the District to resolve issues that developed during the equipping phase of the project.

Site Improvements for Wells 6, 14, and 15, Jurupa Community Sevices District Eng - Sinnaro served as the Project Engineer and was in charge of design, analysis, and construction coordination of the 1,800 GPM, one vertical turbine deep well pump and motor, genset, site work, and grading. This project was retro-fit and re-equipping of an existing well facility including the removal and demolition of metal building, natural gas engine, and other existing on-site facilities. The WEBB Team provided the engineering design services to provide CDA for the retro-fit, and re-equipping of this well to serve and enhance CDA’s water system. WEBB performed the site survey and evaluation of the existing equipment for this well facility for use of existing items to salvage, reuse, and per engineering parameters. WEBB performed design plans and specifications for the demo, retro-fit, and re-equipping of the Well 6 facility. WEBB provided construction phase services including construction management, surveying, and inspection, and assisted in the start-up and testing.

Chino I Desalter and Chino II Desalter Projects, Chino Basin Desalter Authority - Sinnaro served as the Project Engineer on these projects. The expansion of the Chino I Desalter included the addition of three raw water production wells and 6,000 LF of 16-inch diameter raw water feed pipeline, addition of 4.9 MGD ion exchange capacity, product water pump station expansion and other ancillary improvements, 15,000 LF of 16-inch to 24-inch diameters of product water pipeline, and pump stations to the Cities of Chino Hills and Ontario. The Chino II Desalter included the treatment plant facility, product water pump station, nine raw water wells, 15,000 LF of brine discharge pipeline, 27,250 LF of 12-inch to 30-inch of raw water feed pipeline, 9,000 LF of 12-inch diameter of product water pipeline to the City of Ontario and Santa Ana River Water Company, pump station, and turnout connections to the City of Ontario.

Chino Creek Well Fields I and II - Raw Water Intertie Pipeline, Chino Basin Desalter Authority - Sinnaro served as a Project Engineer for the design of pipeline to connect several Chino Basin Desalter Authority (CDA) wells to the Chino II raw water pipeline and help transfer water in both directions between the Chino I and Chino II systems via a new raw water intertie pump station. WEBB provided design engineering, surveying, bidding, and construction support services for the project, which included about 14,800 LF of 24-inch CML&C steel pipeline.

Sinnaro Yos, PE
Senior Engineer

3.A.5.b
Packet Pg. 161 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 17 Dilesh Sheth, PE, TE
Senior Vice President
Dilesh Sheth, PE, TE, is a Senior Vice President with WEBB and is Director of the Traffic & Transportation Department. Dilesh assists public and private clients with sophisticated civil works projects. Clients benefit from his expertise in presenting project findings and recommendations to elected officials, municipal commissions, community groups, and the general public.

Dilesh has coordinated projects with Caltrans and numerous counties, cities, flood control districts, utility companies, residential, and business owners throughout Inland Southern California. This experience enables him to help clients realize a wide range of project goals and comply with varied requirements. He balances the needs of the community with the needs of local jurisdictions to bring positive solutions to difficult situations and projects. Dilesh’s technical experience includes highway design, intersection and interchange improvements, street widening, alignment studies, and geometrics’ drawings.

Dilesh is currently serving as the Program Manager for the on-call traffic engineering services for the cities of Palm Springs, Cathedral City, Lake Elsinore, and Grand Terrace, and the County of Riverside. Through his efforts, Dilesh has been able to raise over $24.3 million in funds from HISP and CVAG for these cities and their numerous projects. A large majority of these projects were completed without any matching funds needed from the City.

REGISTRATIONS
Registered Civil Engineer C 65078 (CA)
Registered Civil Engineer C 14934 (NM)
Registered Traffic Engineer TE 2112 (CA)

EDUCATION
BS, Civil Engineering
University of Saurastra Rajkot, India

AFFILIATIONS
American Public Works Association (APWA),
Coachella Valley
Art and Music Line, Coachella Valley Association of Governments (CVAG) Dilesh is Program Manager of the Art and Music Line project. CVAG worked with the cities of Coachella, Indio, La Quinta, and Riverside County to develop the 10-mile project. The Arts & Music Line is a community connector to the CV Link that’s located primarily along Avenue 48 between Highway 46 and Washington Street. The eastern end will extend along Dillon Road to the Spotlight 29 Casino.

The western end will extend southward along Washington Street and then further west and south along Eisenhower Drive, connecting to the Bear Creek Trailhead at the western terminus of Calle Tampico. The project’s design will incorporate both light and sound, plus provide pedestrians and cyclists safe access to the music and art festivals at the Empire Polo Grounds. The project also includes partnerships with two school districts and Golden Voice, as the route provides an opportunity to feature students’ art and music. WEBB’s multidisciplinary team approach is to create an interactive pathway that uses solar-lighted buffers and colors to provide a safe active transportation route. The project will create a safe route connecting schools, affordable housing, retail, and employment centers in urbanized parts of Coachella, Indio, and La Qunita.

Palm Springs Corridor & Traffic Signal Improvements, City of Palm Springs Dilesh serves as the Project Manager for these projects. WEBB is currently providing on-call civil and traffic engineering services to the City of Palm Springs to assist with the City’s Capital Improvement Projects obtaining grant funding, and resolving traffic and transportation issues throughout the City.

3.A.5.b
Packet Pg. 162 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 18 WEBB provided traffic and transportation engineering services for the following projects:
• Indian Canyon Two-Way Conversion, Pedestrian, & Bicycle Safety Enhancements - WEBB is providing engineering services for the Indian Canyon Two-Way Conversion, Pedestrian, and Bicycle Safety Project. WEBB provided pedestrian countdown heads, pedestrian detection, accessible pedestrian signals, leading pedestrian phasing, protected left-turn phasing, high visibility crosswalks, advanced stop lines, street lighting, and curb bulb-outs with ADA-accessible wheelchair ramps at nine intersections throughout the City • North Palm Canyon Drive Pedestrian Safety Enhancement Project - This project consisted of the signalized intersections in the downtown area of the City of Palm Springs along Palm Canyon Drive from Tachevah Drive to Ramon Road. Each of the 10 intersections has basic crosswalk markings. WEBB assisted the City with a study, preparation of CVAG funding application, design of traffic signal, street improvements and ADA ramps, and utility coordination
• Vista Chino (SR-111) and Via Miraleste and North Palm Canyon Drive (SR-111) and Via Escuela Intersection Improvement Project - WEBB assisted the City with a study, preparation of CVAG funding application, design of traffic signal, street improvements and ADA ramps, utility coordination, and Caltrans Encroachment Permit applications
Design Services for Bicycle, Pedestrian, and Active Transportation Program Projects, Coachella Valley Association of Governments (CVAG) - Dilesh is Program Manager of the large multi-service WEBB Team for CVAG’s projects. In June 2019, the CVAG Executive Committee approved a call for projects to address bicycle and pedestrian safety by continuing to develop a regional network for bicycles and pedestrians to travel safely. The only requirements were that the projects had to be listed in CVAG’s 2016 Active Transportation Plan as a regional project, and that the estimated construction cost be at least $1.5 million. The goal is to prepare projects to be “shelf-ready” so that their sponsoring jurisdictions can apply for external construction funding such as Cycle 5 of Caltrans’ Active Transportation Program, which is coming up in the spring of 2020.

Vista Chino Street Improvements, City of Cathedral City - Dilesh served as Project Manager for the City’s project. The City planned to improve safety and efficiency and accommodate all users by improving Vista Chino from Date Palm Drive to the City’s west boundary near Whitewater Wash, including pavement rehabilitation, construction of raised median curbs (sand filled for this project, hardscape in the future), filling in missing sidewalk gaps, installing ADA compliant pedestrian access ramps, and installing new signing and striping. Vista Chino is classified as an arterial highway in the City’s General Plan and is identified as a truck route and major corridor connecting the City of Cathedral City with the City of Palm Springs and State Route 111. Vista Chino has two east bound and two west bound lanes with bike lanes, street parking, and mostly painted center median.

WEBB identified the following critical issues for the Vista Chino Improvement Project:
• Aggressive Timeline
• Pavement Rehabilitation Method of approximately 900,000 SF • Minimize Traffic Impact
Gene Autry Trail Median Improvement Project, City of Palm Springs - Dilesh was the Project Manager for the Gene Autry Trail Median Improvement Project. The City hired WEBB to prepare street, traffic signal, and signing & striping plans to construct a raised median and add left turn lanes at the intersection of Gene Autry Trail and Vista Chino, which is part of Caltrans’ SR-111. WEBB provided field survey services to provide accurate improvement plans to the City. WEBB also prepared an air quality report and a cultural resources study per the Caltrans Standard Environmental Reference Document.

Dilesh Sheth, PE, TE
Senior Vice President

3.A.5.b
Packet Pg. 163 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 19 Reed Chilton, PE, QSD, is Director of WEBB’s Construction Management and Inspection Department. Reed has worked on a variety of private and public projects and has established a strong foundation in the engineering and construction management profession. His project experience includes sewer lines, drainage facilities, water lines, recycled water lines, wastewater treatment facilities, dry utilities, street improvements, street lighting, traffic signals, and landscaping. Specifically, his involvement with these projects includes preparation of specifications and bid documents, contract management and administration, permitting, submittal and RFI review and coordination, leading meetings, field investigations, project documentation, review and approval of change orders and pay estimates, project close-out, and managing day-to-day needs for owners and contractors. Reed manages and schedules WEBB’s Inspection Team.

REGISTRATIONS
Registered Civil Engineer C 83827 (CA)

EDUCATION
BS, Civil Engineering
Brigham Young University
MS, Civil Engineering
Brigham Young University

CERTIFICATIONS/TRAINING
Qualified SWPPP Developer (QSD) C83827
Reed Chilton, PE, QSD
Director - Construction Management and Inspection
• Construction Manager for the $6.9 million Madison Street Improvement Project for the City of Indio. This project includes asphalt paving, concrete construction, drainage installations, traffic signal installations, landscaping and irrigation, water relocations and upgrades, traffic control, surveying, conduit installation, pot-holing, and related work to widen a four lane road
• Construction Manager for the $3.1 million John J. Benoit Detention Center Offsite Storm Drain, Street, and Traffic Signal Improvement project for the County of Riverside Economic Development Agency. Storm drain improvements consisted of excavation/grading of retention basin of approximately 18,040 CY, installation of 3,660 LF of RCP ranging in sizes from 18-inch to 48-inch, and construction of 161 LF of curb inlet catch basins. Installation of RCP required multiple water relocations and modifications including vertical offsets ranging in sizes from 1-inch to 2-inch services and 6-inch to 12-inch mainline along with sewer lateral modifications. Coordination with the following agencies was required: Indio Water Authority, Valley Sanitary District, City of Indio Public Works, and Imperial Irrigation District. Reed also coordinated soils testing with local business owners • Construction Manager for the $1.2 million Sun Gold Community Street Improvement Project (Phases 1, 2, and 3) for the City of Indio. This project included removing and reconstructing, or crack filling and slurry sealing existing asphalt cement pavement section. Also included was the removal and reconstruction of concrete curbs, gutters, cross gutters, and spandrels. Existing utilities had to be protected in place, adjusted, repaired, or replaced to match the newly finished grade. Roadway signing and striping was installed. A temporary traffic control plan was implemented
• Construction Manager for the $5.2 million Sky Country Trunk Sewer Project for Jurupa Community Services District. The project includes over 8,000 LF of 8-inch to 18-inch PVC and VCP pipe through Jurupa Valley including high traffic areas of Limonite Avenue. The pipe installation is 20 FT - 30 FT deep and includes open cut, no-dig VCP, and jack and bore methods. The project required coordination with burrowing owl surveys

3.A.5.b
Packet Pg. 164 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 20 Stephanie Standerfer
Vice President
Stephanie Standerfer is a Vice President and Director of WEBB’s Planning and Environmental Department. Stephanie has worked as an environmental planning project manager, focusing on California Environmental Quality Act (CEQA) matters for small, medium, and large public and private projects. Stephanie has managed all levels of CEQA documents for healthcare clients, community college districts, water districts, cities, counties, and private developers. Her varied project experience allows her to foresee and navigate challenges that arise during CEQA compliance. As an expert in CEQA implementation throughout Inland Southern California, she also provides local agencies training in CEQA processing. She regularly oversees and coordinates with large teams of environmental planners, engineers, and architects and actively assists her clients through the environmental compliance gauntlet.

Stephanie served as contract staff to the Western Riverside County Regional Conservation Authority (RCA), the agency responsible for implementing the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP). In this role, she provided processing, review, and consultation on MSHCP implementation procedures and policies. She provided training and policy guidance documents to not only the RCA but all permittees which included all 17 cities in western Riverside County. In this capacity she regularly interfaced with regulatory agencies working toward solutions to MSHCP compliance issues. Stephanie’s experience with the RCA has resulted in a solid amicable working relationship with the regulatory agencies which allows her to anticipate issues on projects before they arise and advise clients accordingly.

EDUCATION
MS, Environmental Sciences,
Washington State University
Pullman, WA
BS, Environmental Sciences,
University of California
Riverside

AFFILIATIONS
American Planning Association (APA)
Association of Environmental Professionals
(AEP)
City of Riverside Cultural Heritage Board,
Chair (2003–2011)
Autumn DeWoody, CPSWQ
Senior Environmental Analyst
Autumn DeWoody, CPSWQ, is a Senior Environmental Analyst with WEBB’s Planning and Environmental Department. Autumn offers clients a bridge between our technical municipal and stormwater engineering services and environmental documentation.

She regularly partners with WEBB’s project managers to prepare various planning documents on behalf of our water, wastewater, and flood control district clients. In addition, Autumn offers private and public clients jurisdictional delineations and regulatory permitting services as well as environmental monitoring at construction sites to ensure compliance with Mitigation, Monitoring, and Reporting Plans (MMRPs). She has been repeatedly commended by clients on the frequency and helpfulness of timely updates during permit processing.

Autumn is a certified Level 1 Water Audit Validator and has also prepared Water Supply Assessments and Urban Water Management Plans for a variety of public and private clients. As a result, she appreciates the importance of timely client communication in order to collect pertinent data that is sufficiently detailed and accurate to provide a thorough reflection of the project. This data collection, communication, and collaboration early in the project has proven to keep projects on schedule and budget. She is familiar with the intricacies of complex water supply portfolios and the technical components of planning for future water demands.

EDUCATION
MS, Environmental Sciences
University of California,
Riverside
BS, Environmental Sciences
University of California,
Riverside

CERTIFICATIONS
CPSWQ No. 0927
Certified Level 1 Water Audit Validator

AFFILIATIONS
Association of Environmental Professionals
(AEP)

3.A.5.b
Packet Pg. 165 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 21 Jeff Hutchins, PLA, ASLA
Manager, Landscape Architect
Jeff Hutchins has three decades of experience as a landscape architect. Jeff’s aspirations are exemplified in his development of green infrastructure on every project that comes in the door. By emphasizing “One Water,” the comprehensive approach of managing water in an environmentally, economically and socially beneficial manner, he strives to create self-sustaining landscapes. He oversaw the construction of some of the most visible projects, including Vista Hermosa Park, Los Angeles River Greenway Trail, Ishihara Park, and several storm water projects funded by local ballot measures, including the LA Zoo parking lot, Westside Rainwater Park, and South LA Wetlands. The City of Los Angeles Bureau of Sanitation, the AIA-LA, ASLA-SCC, and APACA recognized Jeff for his leadership in storm water design at PALAPA, an annual assembly of storm water professionals. Additionally, Jeff has worked extensively with theLos Angeles and San Jacinto School Districts to provide students of all ages with access to nature to support learning as well as social, mental, and physical health.

At a technical level, Jeff has established a project production method that has proven itself many times over. As new technologies and processes are introduced to the work flow, Jeff has integrated them while maintaining a standard of efficiency in project delivery. Jeff’s processes have proven themselves if an individual attempts to deviate from the production standard.

REGISTRATIONS:

Registered Landscape Architect
PLA 3815 (CA)
YEARS OF EXPERIENCE:
34 Years
EDUCATION:

BS Landscape Architecture,
California State Polytechnic University, Pomona
AFFILIATIONS:

American Society of Landscape Architects
(ASLA)
Vice President of Programs 2013,
Southern California Chapter
Treasurer 2004-2009,
Southern California Chapter
California State Polytechnic University,
Pomona Landscape Architecture,
Member & Past Advisory Board
UCLA Landscape Architecture Extension,
Past Advisory Board
Michael Johnson, LLS
Survey Practice Area Leader
Michael Johnson, LLS, is the Survey Practice Area Leader of WEBB’s Land Survey & Mapping Department. Michael has years of experience in all aspects of surveying from initial project coordination and research, performing survey data adjustments and analysis, to overseeing and providing construction staking through final as-built and ALTA surveys.

Michael trained and supervised several field crews including technical office and support staff. From entitlement to field survey and construction to delivery of a completed product, Michael has the knowledge and experience to provide the entire range of services any municipal, private development, or construction company has come to expect. As part of the private and public sector of development, Michael gained experience with subdivisions, retail centers, commercial distribution centers, pipelines, tank site & reservoir projects, mass grading and hillside slope projects, hospitals, schools, training facilities for fire & police, highways, channels, parking structures, and many others. Michael is responsible for providing technical support, survey analysis, overseeing field work and management for specific projects, and field data processing and adjustments, among many other duties. He provides his expertise and broad range of skills for solutions to complex and large scale projects.

REGISTRATIONS
Licensed Land Surveyor 7673 (CA)

EDUCATION
AS, Mathematics,
Riverside Community College

AFFILIATIONS
California Land Surveyors Association (CLSA)

3.A.5.b
Packet Pg. 166 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 22 Section 4. Firm Qualifications
WEBB has been providing the requested services listed in the RFQ for since 1945. WEBB is uniquely qualified to provide these services to the City for the following reasons:

1. WEBB has been the District Engineer for several agencies in Riverside and San Bernardino Counties for more than 50 years. WEBB understands what it takes to provide responsive and technically sounds services for public agencies.

2. WEBB has been located in the Inland Empire for more than 75 years and our experience in this area is unparalleled.

WEBB already knows the region and specific issues that face the City and can be available on short notice to react to the needs of the City.

3. WEBB has expertise and experience in all aspects of Water, Wastewater and Storm Water master planning, modeling, design and construction management/inspection. WEBB will take little or no time to understand the unique requirements for the City.

4. WEBB has been selected by many agencies in Riverside and San Bernardino Counties for similar On-Call Engineering services. WEBB has earned the trust of these agencies by performing on past projects and will continue that past performance on the City’s projects.

Below is a list of representative projects from the last seven years which are similar to the City’s request for services as listed in the RFQ.

Project Name Description Project Manager Date
WATER PROJECTS (Partial List)
Arrow Highway Distribution
Pipeline, Golden State WC
Kirk Phillips
909.937.0111
[email protected]
• 2,700 LF of new 12-inch dia. water main
• New fire hydrants
• Reconnections to lateral streets and service
connections
• Existing water main abandoned in place
Siming Zhang 11/18 - 7/19
Royal Avenue Bridge Crossing,
Golden State WC
Kirk Phillips
909.937.0111
[email protected]
• Replace 200 LF 8-inch Diameter Steel Leaking,
Aged Pipeline
• Includes Isolation Valves and a 2-inch Copper
Service Switch Over
• Pipeline Located below bridge deck and attached to
deck and steel beams
• Includes 8-inch Diameter Crossing Royal Avenue
Bridge
Siming Zhang 11/18 - 7/19
Trussel Plant, Golden State WC
Kirk Phillips
909.937.0111
[email protected]
• Equipping design of a recently drilled 1,000 gallon
per minute (GPM) potable groundwater well with
disinfection facility
• Design of a new 0.4 million gallon (MG) welded
steel reservoir
• Design of a new 3,000 GPM BPS equipped with
three -1,000 GPM pumps
Shane Bloomfield 11/18 - 7/19
H Street Booster Station,
Golden State WC
Kirk Phillips
909.937.0111
[email protected]
• Two 400 GPM vertical turbine pumping units
• Suction/discharge piping
• Block booster station building design, and SCADA/
electrical design
Shane Bloomfield 11/18 - 7/19
Well 17 & 18 - IXP &
Chlorination System, JCSD
Eddie Rhee
951.685.7434
[email protected]
• 17 & 18 - IXP & Chlorination System
• Site evaluation and re-configured waterlines to
separate both wells
• Plans, specifications, construction management,
inspection, and assisted in the start-up and testing
• 5,000 GPM of which 2,000 GPM are treated
Shane Bloomfield
2007
O&M Manual
Update (2013)

3.A.5.b
Packet Pg. 167 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 23 Project Name Description Project Manager Date
WATER PROJECTS (Partial List) - Continued
Well Drilling, Design, and
Equipping of JCSD Well Nos. 27
& 28, JCSD
Eddie Rhee
951.685.7434
[email protected]
• Engineering and hydrogeology services with two
new ground water production wells
• Aquifer storage and recovery (ASR) capabilities
• Construction management and inspection services
Shane Bloomfield 2013-2016
Waterline Replacement
Program, JCSD
Eddie Rhee
951.685.7434
[email protected]
• 45 years of service to the JCSD
• Aggressive waterline replacement program to
upgrade existing service since 1986
• 10,000 LF of 8-inch to 12-inch dia. CML/CMC water
distribution mains annually
• Preparation of plans and specifications, utility
research, coordination with fire and transportation
departments
• Waterlines installed in minimal ROW streets
congested with exiting utilities
Siming Zhang 1986-Present
Mead Valley Booster Station,
EMWD
Greg Kowalski
951.928.3777
[email protected]
• Three 1,500 gpm pumps
• One 1,500 gpm standby pump Shane Bloomfield 2020-Present Redlands and Hemlock Booster
Station, EMWD
Greg Kowalski
951.928.3777
[email protected]
• 3,000 GPM Booster Station Upgrade
• System Hydraulic Coordination and Facilities Site
Analysis
• Multi-Stakeholder Coordination and Preparation of
Bid Documents
• CEQA Support and SCE Plan of Service
Brad Sackett 2013-2015
WASTEWATER PROJECTS (Partial List)
Master Sewer Plan, Edgemont
Community Services District
Jessica Pfalmer
951.784.5632
[email protected]
• An Added Facility Charge and Distribution System
Fee (AFC) Analysis, which calculated the proposed
fees to be paid by new development for the capital
improvements costs required to support Moreno
Valley’s projected growth
• A Financial Study, which utilized the AFC analysis
and presented various financing options to help
the City decide on a program that could provide
supplemental funds to cover capital improvement
costs and also recover the City’s initial investment
costs
• A Water Infrastructure Analysis
• A Sewer System Analysis
• An Absorption Study
Sam Gershon
Sinnaro Yos
2021-Present
Case Road Sewer
Improvements, EMWD
Greg Kowalski
951.928.3777
[email protected]
• Crossing SCRRA/Metrolink Railroad with steel casing
• Permit application/lease agreement process
• Prepare railroad tracks monitoring plan for preconstruction and during and post-construction monitoring
• Corrosion protection for corrosive soil condition
Siming Zhang 2016-2018

3.A.5.b
Packet Pg. 168 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 24 Project Name Description Project Manager Date
WASTEWATER PROJECTS (Partial List) - Continued
Design and Construction
Standards Manual, Edgemont
Community Services District
Jessica Pfalmer
951.784.5632
[email protected]
WEBB developed the Edgemont Community Services
District (District) Design and Construction Standards
Manual. The purpose of these standard specifications
is twofold. The first purpose is to ensure sewer facilities constructed for the District are complete, correctly
operating, and in compliance with government codes
and good wastewater industry practice. The protection
of public health and safety is of utmost importance. The second purpose of this Standards Manual is to provide
interested parties with the District’s procedures, policies, and requirements to aid in the cost effective planning, design and construction of wastewater facilities within the District.

Sinnaro Yos
2016
Updated 2021
Regional Lift Station
Improvements, JCSD
Eddie Rhee
951.685.7434
[email protected]
• 3.5 miles of 24-inch diameter PVC pipeline
• Wet Well Dry Pit
• Large Capacity (4,500 GPM)
• Phased Capacity from Initial to Ultimate
• VFD Controls
• Bypassing Plan for Existing Flows
Siming Zhang
Sinnaro Yos
2016-2018
River Road Lift Station, JCSD
Eddie Rhee
951.685.7434
[email protected]
• 60-inch diameter jacked and bore casing for 42-
inch HDPE influent pipeline
• 35-FT deep pre-cast manhole with sluice gate for
emergency shutoff
• 35-FT deep diversion structure to direct flows to any of the three wet well cells
• SCADA operated 4-FT x 4-FT sluice gates in
diversion structure
• Hydraulically operated channel grinder
• Four sequentially operated, 75 HP VFD controlled
vertical turbine solids handling pumps for initial
capacity of 8,200 GPM; planned capacity increases
up to 19,000 GPM
• 20-FT x 60-FT x 60-FT deep cast-in-place wet well
divided into three cells, each with two pumps in self
cleaning sumps
• 20-inch diameter HDPE sewer force main to the
WRCRWA Treatment Plant with provisions for a
future parallel 30-inch SFM
• 650 KW standby generator
• Provisions for future odor control equipment
Sinnaro Yos 2018-2020
STORMWATER (Partial List)
Hemet MDP Line C, Stage 4
Imad Guirguis
951.788.9965
[email protected]
• Surface flooding relief and flood protection of a
predominately developed portion of the City of
Hemet
• Middle one third of the entire Line C system
• Highly urbanized area extremely constrained by
multiple utilities
• PDR outlining most feasible alignment of this facility • Final Design Plans and Specs
Joseph Caldwell 2013
Palm Springs MDP Line 43 and
Lateral 43-A
Imad Guirguis
951.788.9965
[email protected]
• Drainage line design from Eagle Canyon Dam to the
West Cathedral Canyon Channel
• Choosing the proper alignment in order to minimize
impacts
• Impacts to the existing commercial businesses
• Heavy traffic volume on Highway 111
• Coordination of utility relocation
Joseph Caldwell 2013

3.A.5.b
Packet Pg. 169 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 25 Project Name Description Project Manager Date
STORMWATER (Partial List) - Continued
San Jacinto River Stage IV
Levee
Imad Guirguis
951.788.9965
[email protected]
• San Jacinto River and Perris Valley Storm Drain Trail System Project
• Approximately five miles in length
• Immediately south of the existing San Jacinto River
levee,
• Construction of a new southern levee, floodwall,
desiltation basin, a diversion structure associated
with the basin, northern levee enhancements, and
treatment at State Street Bridge to expand flow
capacity
• Development of an operation and maintenance plan
• CEQA
Joseph Caldwell 2015-2019
Sunnymead MDP Line B-16A,
Stage 2
Henry Ngo
951.413.3106
[email protected]
WEBB designed and constructed a storm drain Line
B-16A in the Sunnymead Master Drainage Plan for the
City of Moreno Valley. This system includes approximately 3,100-FT of reinforced concrete pipe (RCP), sizes of
24-inch and 36-inch, along Kitching Street north of
Ironwood Avenue. The proposed Line B-16A collects
flows from an existing culvert in Kalmia Avenue just east of Kitching Street by a 24-inch RCP and convey them
south into Kitching Street. The existing storm drain will extend approximately 2,500-LF in Kitching Street and
500-LF in Kalmia Avenue and capture runoff that causes
current flooding problems.

Joseph Caldwell 2020-2021
San Jacinto River Planning
Stage 3
Jason Uhley
951.955.1296
[email protected]
• Hydrological model, analyzing potential alternative
models, and working with the District
• Conceptual drawings for the Master Plan
• Conceptual Planning Report
• Multi-stakeholder coordination
• MSHCP compliance, CEQA strategy, land
development constraints
Joseph Caldwell 2017
Heacock Channel Design
Claudio Padres
951.955.1205
[email protected]
• CEQA & NEPA
• Cultural Resources
• Paleontological
• Biological Services
• MSHCP
• Focused Survey
• Jurisdictional Deliniation
• Permits; & HMMP
• Hazardous Materials
• Air Quality & GHG
• Noise Analysis
Joseph Caldwell 2014-2016
Drainage Master Plan
Toyen Blake
760.391.4068
[email protected]
WEBB assisted the City of Indio (City) with the completion of a Street and Master Drainage Plan to provide a clear and comprehensive framework for safer and improved
connectivity for all users, a drainage master plan, and an enhancement of the City’s green infrastructure. Located 120 miles east of Los Angeles and 30 miles east of the
City of Palm Springs, the City of Indio is the largest city in the Coachella Valley.

Joseph Caldwell 2018-2020
Channel for Veterans Industrial
Park (VIP) 215
Kathy Hoffer
909.380.7157
[email protected]
Backbone Infrastructure Fianl Design and Construction
Management Services for Veterans Industrial Park (VIP)
215, located in March Joint Powers Authority.

Joseph Caldwell
Reed Chilton (CMI)
2019-Present

3.A.5.b
Packet Pg. 170 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 26 Client / Agency
Services Provided
Civil Design
Planning &
Environmental
Traffic &
Transportation
Construction
Management &
Inspection
Plan Checking
Land Survey &
Mapping
Municipal Finance
Stormwater
Engineering
Grant Writing
GIS Services
Landscape
Architecture
City of Banning X X X X X X X X X
City of Beaumont X
City of Cathedral City X
City of Corona X X
City of Desert Hot Springs X
City of Eastvale X
City of Grand Terrace X X X X
City of Hemet X X
City of Indio X
City of Irvine X
City of Lake Elsinore X
City of Moreno Valley X
City of Palm Springs - Public Works X X
City of Pomona X X X X X X
City of Riverside (Multiple Departments) X X X X
City of Santee X
City of Wildomar X X
Coachella Valley Water District X X X X X X X
County of Riverside Transportation Department X
County of San Bernardino Special Districts X X X X X X X X X X Eastern Municipal Water District X X X X
East Valley Water District X X X X
Elsinore Valley Municipal Water District X
Imperial County - Public Works Division X X
Jurupa Community Services District X X X X X X X
Riverside County Economic Development Agency X X X X X X X X X Riverside County Flood Control & WCD X X X X
West Valley Water District X X
Current On-Call Services Chart

3.A.5.b
Packet Pg. 171 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 27 Project Experience
Client Contact:

Kirk Phillips
Capital Program Manager
Golden State Water Company
2143 E. Convention Center Way
Ontario, CA 91764
909.937.0111
[email protected]
Arrow Highway Distribution Pipeline
• 2,700 LF of new 12-inch diameter water main
• New fire hydrants
• Reconnections to lateral streets and service connections • Existing water main abandoned in place
Calipatria Water Treatment Plant
• Environmental Compliance (CEQA)
• Preliminary Engineering
• Three 2 MGD Treatment Trains, Four 1 MG Welded Steel Reservoirs, New 5,000 GPM high service booster station
Royal Avenue Bridge Crossing
• Replace 200 LF 8-inch Diameter Steel Leaking, Aged Pipeline • Includes Isolation Valves and a 2-inch Copper Service Switch Over • Pipeline Located below bridge deck and attached to deck and steel beams • Includes 8-inch Diameter Crossing Royal Avenue Bridge Trussel Plant
• Equipping design of a recently drilled 1,000 gallon per minute (GPM) potable groundwater well with disinfection facility
• Design of a new 0.4 million gallon (MG) welded steel reservoir • Design of a new 3,000 GPM BPS equipped with three -1,000 GPM pumps Golden and College Tank Design
• 1.0 and 1.5 MG Welded Steel Tanks
• Inlet, Outlet, Suction and Discharge Piping
• Existing booster stations (75,60, and 40 HP) relocated to north of tank H Street Booster Station
• Two 400 GPM vertical turbine pumping units
• Suction/discharge piping
• Block booster station building design, and SCADA/electrical design Multiple Water Improvement Projects (Partial List)
Golden State Water Company

3.A.5.b
Packet Pg. 172 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 28 Client Contact:

Eddie Rhee, PE
Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752
951.685.7434
[email protected]
Sewer Bond Projects
• Van Buren Bridge Force Main Crossing, 2,400 LF 24-inch diameter Sewer • Florine Sewer Lift Station, 3,500 LF 10-inch dia. Gravity & Force Main • Upgrades and Enhancements to Electrical/SCADA at Plant 1 • Regional Force Main to City of Riverside WWTP – 17,600 LF of2 4-inch diameter Force Main and 2,200 LF of 27-inch diameter Gravity Sewer
• Pyrite Creek Trunk Sewer, 10,300 LF of 30-inch and 36-inch dia. • 7,200 LF of 8-inch to 21-inch diameter Sewer Main, 3,000 LF of Slip Lining and Small Sewer Lift Station
• Jurupa Road Trunk Sewer, 14,600 LF 10-inch, 18-inch, and 21-inch diameter Sewer Main
• Sky Country Trunk Sewer, 8,100 LF 12-inch and 18-inch diameter Sewer Main
• Regional Sewer Lift Station, 7,500 GPM, 750 HP capacity Well 17 & 18 - IXP & Chlorination System - (Potable Water) • Site evaluation and re-configured waterlines to separate both wells • Plans, specifications, construction management, inspection, and assisted in the start-up and testing
• 5,000 GPM of which 2,000 GPM are treated
Well Drilling, Design, and Equipping of JCSD Well Nos. 27 & 28 - (Potable Water) • Engineering and hydrogeology services with two new ground water production wells
• Aquifer storage and recovery (ASR) capabilities
• Construction management and inspection services
Waterline Replacement Program - (Potable Water)
• 45 years of service to the JCSD
• Aggressive waterline replacement program to upgrade existing service since 1986
• 10,000 LF of 8-inch to 12-inch dia. CML/CMC water distribution mains annually
• Preparation of plans and specifications, utility research, coordination with fire and transportation departments
• Waterlines installed in minimal ROW streets congested with exiting utilities Various Capital Improvement Projects (Partial List)
Jurupa Community Services District (JCSD)

3.A.5.b
Packet Pg. 173 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 29 Client Contact:

Greg Kowalski, PE, Senior Civil Engineer
Eastern Municipal Water District
2270 Trumble Road
Perris, CA 92570
951.928.3777
[email protected]
Vista & Ellis Zones Water System Improvements - (Potable Water) • 2,400 GPM booster station
• Chloramine disinfection facilities
• 5.6 MG welded steel water storage tank
• 17,100 LF of 18-inch and 24-inch diameter transmission mains O’Ferrel Street Booster Pumping Station - (Potable Water) • 1,000 GPM potable water pump station and two 500 GPM vertical turbine pumps
• 500 gallons-per-minute standby pump
• Site acquisition and improvements, metering, and design of reverse flow control valves
• Masonry block building and an emergency standby generator Redlands and Hemlock Booster Station - (Potable Water)
• 3,000 GPM Booster Station Upgrade
• System Hydraulic Coordination and Facilities Site Analysis • Multi-Stakeholder Coordination and Preparation of Bid Documents • CEQA Support and SCE Plan of Service
Enchanted Heights Sewer System - (Wastewater)
• 23,000 LF of 8-inch to 10-inch diameter gravity sewer main • 4,500 LF of 6-inch diameter sewer force mains
• New sanitary sewer lift station
Perris Desalter Transmission Pipeline
• 52,000 LF of 12 to 24-inch diameter raw water pipeline • Multi-stakeholder coordination
• Connection to existing wells and water treatment plant Various Capital Improvement Projects (Partial List)
Eastern Municipal Water District

3.A.5.b
Packet Pg. 174 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 30 Client Contact:

Tom O’Neill, General Manager
Chino Basin Desalter Authority
2151 South Haven Ave, #202
Ontario, CA 91761
909.218.3729
[email protected]
Hamner Avenue Product Water Pipeline
• 29,000 LF of 30-inch diameter Cl-250 water transmission main • Five Turnouts with flow rate capabilities from 0 to 7,000 gpm • State and Federal Funding Requirements
• Multi-stakeholder coordination
Chino II Desalter Raw Water Pipeline
• 23,000 LF 18-inch to 24-inch diameter PVC water transmission main
• Expedited design and construction of 5,000 LF prior to City pavement of main boulevard
• Property acquisition, legal, and plat preparation
• Permitting within San Bernardino County Flood Control R/W Chino II Raw Water Wells II-10, II-11, and II-12
• 3,100, 3,300, and 2,500 gpm vertical turbine deep well pumps • Variable Frequency Drive 600 HP Motors
• Site improvements, paving, building, HVAC, walls and electrical VOC Pipeline Preliminary Design Report and Final Design • 20,000 LF of 24-inch diameter raw waterline
• Evaluation of seven alternative alignments and 14 segments • Three Options for Crossing of Interstate 15
• Detailed selection matrix for optimum alignment
• Multi-stakeholder coordination
Various Capital Improvement Projects (Potable and Raw Water) Chino Basin Desalter Authority

3.A.5.b
Packet Pg. 175 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 31 WEBB assisted the City of Calimesa (City) with the preparation of a sewer capacity study for the Country Club Village (CCV) project currently being planned within the City of Calimesa. The sewage from these developments will be delivered into the City of Beaumont’s (Beaumont) collection system and treated at Beaumont’s Wastewater Treatment Plant (WWTP). This development is located on Desert Lawn Drive on the southwest side of Interstate 10. The City’s sewer system services:
• 60 dwelling units of senior adult detached and paired housing • 12 dwelling units of senior adult attached housing
• 150 unit - Congregate care facility
• 105 Bed - Assisted living facility
• 150 room - Hotel
• 30,000 SF - Medical offices
• 22,500 SF - Specialty and general retail use
• 3,000 SF - Restaurant
• 3,200 SF - Specialty retail use
WEBB worked with the City by holding a project kick-off meeting to review development details and project analysis, gathering record drawings, lift station pumping data, and operational parameters from the City of Beaumont. The City of Beaumont required the developer to physically field verify critical gravity pipelines and force mains along the alignment to the WWTP. WEBB had our survey crew field measure the pipe diameters.

WEBB obtained development plans from the project applicant and developed sewer flows for CCV based upon the intended uses and occupancies. WEBB reserved capacity in the sewer system for entitled projects within Beaumont which have been previously approved and have paid DIF and CFD fees to the City of Beaumont. WEBB analyzed the Beaumont sewer system from the point of connection at the development to the WWTP, including the Beaumont sewer lift stations. Both points of connection flow to the Upper Oak Valley Lift Station (UOVLS). The UOVLS pumps via forcemain to the Mesa Lift Station, which pumps to the City of Beaumont’s WWTP.

Lastly, WEBB developed a sewer service plan for CCV, including necessary infrastructure to sewer the projects, prepared a draft Sewer Availability Study report for the CCV project for review by the City of Calimesa and City of Beaumont, held a project workshop with the City of Calimesa and project applicants to review the draft report, and finalized the Sewer Availability Study.

Wastewater Capacity Study
City of Calimesa
Kelly Lucia, Planning Manager
City of Calimesa
908 Park Avenue
Calimesa, CA 92320
909.795.9801 x 229
[email protected]

3.A.5.b
Packet Pg. 176 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 32 WEBB led this complex project involving a series of detailed studies that evaluated the water system within the Edgemont Community Services District to gauge costs of improvements and determine water use from future development in the region. The project included the preparation of master wastewater plans for the District, as well as creation of a hydraulic computer model, development of projected wastewater generation of various regions of the District, and determination sewer main sizing and alignment. The WEBB Team drafted a report focusing on the development of capital improvement projects for new sewer mains, sewer replacement, and sewer point repairs based on the District’s sewer system video program. There were a total of six studies involved in the Edgemont Water Master Plan Update, including:
• An Added Facility Charge and Distribution System Fee (AFC) Analysis, which calculated the proposed fees to be paid by new development for the capital improvements costs required to support Moreno Valley’s projected growth • A Financial Study, which utilized the AFC analysis and presented various financing options to help the City decide on a program that could provide supplemental funds to cover capital improvement costs and also recover the City’s initial investment costs
• A Water Infrastructure Analysis
• A Sewer System Analysis
• An Absorption Study
WEBB developed the Edgemont Community Services District (District) Design and Construction Standards Manual.

The purpose of these standard specifications is twofold. The first purpose is to ensure sewer facilities constructed for the District are complete, correctly operating, and in compliance with government codes and good wastewater industry practice. The protection of public health and safety is of utmost importance. The second purpose of this Standards Manual is to provide interested parties with the District’s procedures, policies, and requirements to aid in the cost effective planning, design and construction of wastewater facilities within the District.

Master Sewer Plan
Edgemont Community Services District
Design and Construction Standards Manual - (Wastewater) Edgemont Community Services District
Jessica Pfalmer, General Manager
Edgemont Community Services District
5055 Canyon Crest Drive
Riverside, CA, 92507
951.784.5632
[email protected]
Jessica Pfalmer, General Manager
Edgemont Community Services District
5055 Canyon Crest Drive
Riverside, CA, 92507
951.784.5632
[email protected]

3.A.5.b
Packet Pg. 177 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 33 The purpose of these standard specifications is twofold. The first purpose is to ensure water and sewer facilities constructed for the Jurupa Community Services District are complete, correctly operating, and in compliance with government codes and good water and wastewater industry practice. The protection of public health and safety is of utmost importance. The second purpose of this Standards Manual is to provide interested parties with the District’s procedures, policies, and requirements in order to aid in the cost effective planning, design and construction of water and wastewater facilities within the District.

Water and Sewer Standards Manual
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]
The WEBB Team is currently developing the Master Sewer Plan for the District’s wastewater system. The District’s goal is to develop and update the 2004 Master Sewer Plan to provide a comprehensive Master Sewer Plan that enables the District to strategize planning and budgeting efforts to implement sewer system enhancements in order to maintain a high level of collection reliability and efficiency for current and future flows in compliance with regulatory guidelines. The JCSD service area covers approximately 40.8 square miles of northwest Riverside County and includes the city of Eastvale and a majority of the city of Jurupa Valley. JCSD serves approximately 110,000 people and is governed by five elected representatives from both cities. JCSD’s sewer system consists of approximately 385 miles of gravity and force main pipe ranging from 6-inches to 42-inches in diameter, eight active lift stations and three standby lift stations. Wastewater generated in the District’s service area drains to one of three treatment facilities; thus the District’s sewer system can be divided into three tributary areas.

Sewer Master Plan
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]

3.A.5.b
Packet Pg. 178 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 34 WEBB is currently preparing the Water Master Plan for the Jurupa Community Services District (District). This project is an update of the 2005 Water Master Plan with the goal to provide a comprehensive Water Master Plan that enables the District to strategize planning and budgeting efforts to implement water system enhancements to maintain a high level of distribution reliability and efficiency for current and future demands and emergency situations. Key components of the development of this Water Master Plan update include, but are not limited to: Planning for the District’s long-term water supply needs, develop District’s potable water system hydraulic model, review the District’s water quality monitoring plan and evaluate it for conformance to regulatory requirements, Review of existing, new, and upcoming water system laws and regulations, paying particular attention to water quality laws and regulations and their effect on the District’s water system, development of a Capital Improvement Program (CIP) and implementation schedule, a financial plan to ensure the effective management, operation, maintenance, rehabilitation, replacement, and development of the District’s water facilities, incorporate Cities of Jurupa Valley and Eastvale projected land use designation to determine water demand information, and SCADA automation and energy efficiency.

Master Water Plan
Jurupa Community Services District
Eddie Rhee, PE, Engineering Manager
Jurupa Community Services District
11201 Harrel Street
Jurupa Valley, CA 91752-3715
951.685.7434 x 118
[email protected]
The City of Moreno Valley adopted a General Plan Update which updated land use and zoning within the study area boundaries. The land use categories consisted of diverse zoning designations ranging from single family residential to multi-family higher density residential, including commercial and business park/industrial land uses. WEBB was retained to evaluate the existing water system including the Edgemont Water Master Plan. The EWMPU consisted of (1) an Added Facility Charge and Distribution System Fee (AFC) Analysis and (2) a Financial Study combined with four other studies, including a Water Infrastructure Analysis, a Water Quality Analysis, a Sewer System Analysis, and an Absorption Study. The AFC analysis calculated the proposed fees to be paid by new development for the capital improvement costs required to support the City’s projected growth. The Financial Study utilized the AFC analysis and presented various financing options for the City’s consideration in the implementation of an acceptable program that could provide supplemental funds to cover capital improvement costs and also to recover the City’s initial investment costs.

Edgemont Area Master Water Plan
City of Moreno Valley
Michelle Patterson, Economic Development Manager
Edgemont Community Services District
14177 Frederick Street
Moreno Valley, CA, 92552-9036
951.413.3030
[email protected]

3.A.5.b
Packet Pg. 179 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 35 WEBB has completed the Agency’s 2005 and 2010 WMPs and the 1995 and 1990 UWMPs. WEBB has also completed the Urban Water Shortage Contingency Plan in 1992. The 2018 WMP included the following tasks: Inventory of existing facilities, service area evaluation, design criteria, model development, hydraulic analysis, alternative assessment, capital improvement plan, routine maintenance plan, and master plan report. CLAWA’s facilities includes a Water Treatment Plant (WTP), turnouts, pressure stations, water storage reservoirs, booster stations, transmission pipelines and distribution pipelines will be provided. Site visits were included in this work to conduct a visual inspection for obvious signs of deficiencies or deterioration. WEBB has been working with CLAWA to develop a GIS database of water pipes, valves, and appurtenances. This data was imported into InfoWater® modeling software by Innovyze® and a GIS model was built.

CLAWA’s operation’s staff has been collecting GIS data with handheld data collectors for meters, fire hydrants, valves, and other facilities. WEBB based pipeline elevations on the GIS point data collected and interpolate elevation for areas in between. Lastly, WEBB prepared a Routine Maintenance Plan which included recommendations for storage facilities, booster stations/pumping units, transmission pipelines, distribution pipelines, SCADA system, disinfection and treatment facilities.
2018 Water Master Plan
Crestline Lake Arrowhead Water Agency
Roxanne Holmes
General Manager
Crestline Lake Arrowhead Water Agency
24116 Crest Forest Drive
Crestline, CA 92325
909.338.1779
[email protected]
WEBB completed the sewer system condition assessment of the City of Perris’ existing downtown sewer system for the District. Due to time constraints, WEBB’s work was based on the best information available and is a high level overview of the sewer system. WEBB used the District’s adopted wastewater collection system unit costs where applicable as a basis for any construction and project cost estimating completed on this project. WEBB’s scope of work for this project consisted of, but was not limited to review previous District studies and other available information, identification of critical facilities, site inspection, complete cursory review of planned developments and undeveloped property within service area and estimate additional flows that may be tributary to the system, review of existing system and identify facilities that may require up-sizing based upon hydraulic or replacement based upon condition assumptions, and preparation of cost estimate for all facilities currently not in compliance with District standards.

Sewer System Condition Assessment
Eastern Municipal Water District
Erik Jorgensen, PE
Senior Engineer
Eastern Municipal Water District
2270 Trubmle Road
Perris, CA 92572
951.928.3777 x 4471
[email protected]

3.A.5.b
Packet Pg. 180 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 36 On-Call Engineering Services (Stormwater)
Riverside County Flood Control & Water Conservation District Client Contact:

Imad Guirguis
Senior Civil Engineer
Riverside County Flood Control & Water
Conservation District
951.788.9965
[email protected]
Hemet MDP Line C, Stage 4
• Surface flooding relief and flood protection of a predominately developed portion of the City of Hemet
• Middle one third of the entire Line C system
• Highly urbanized area extremely constrained by multiple utilities • PDR outlining most feasible alignment of this facility • Final Design Plans and Specs
Palm Springs MDP Line 43 and Lateral 43-A,
• Drainage line design from Eagle Canyon Dam to the West Cathedral Canyon Channel
• Choosing the proper alignment in order to minimize impacts • Consideration of future redevelopment of the City owned property immediately downstream of Eagle Canyon Dam
• Impacts to the existing commercial businesses
• Heavy traffic volume on Highway 111
• Coordination of utility relocation
San Jacinto River Stage IV Levee
• San Jacinto River and Perris Valley Storm Drain Trail System Project • Approximately five miles in length
• Immediately south of the existing San Jacinto River levee, • Construction of a new southern levee, floodwall, desiltation basin, a diversion structure associated with the basin, northern levee enhancements, and treatment at State Street Bridge to expand flow capacity
• Development of an operation and maintenance plan
• CEQA

3.A.5.b
Packet Pg. 181 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 37 Wildwood Creek Basin
City of Yucaipa
Client Contact:

Fermin G. Preciado
Director of Public Works/City Engineer
City of Yucaipa
34272 Yucaipa Boulevard
Yucaipa, CA 92399-2434
(909) 797-2489 ext. 240
[email protected]
WEBB provided engineering services to the City of Yucaipa for design of a multi-purpose watershed basin in Wildwood Creek that accommodates the critical needs of the City. This project is located in the middle of a major watercourse. The watershed tributary to the project is over 4,000 acres and the creek is designated on the Flood Insurance Rate Map by FEMA. The City’s goal was to reduce the peak flow utilizing a series of detention basins that in turn will reduce peak flow rates downstream and reduce the burden on those downstream facilities. This reduction in peak flow rates was accomplished through the removal of sediment/debris load and the attenuation of peak flooding through the use of the proposed basins.

In addition to providing flood control benefits, this project also provides certain environmental and water quality benefits. To do this, the flood control facilities were developed in such a manner so that the construction preserves riparian vegetation where possible and implements other measures for environmental and water quality impacts. In order to accomplish this, WEBB reviewed the conceptual design and provided a more precise analysis of the level of flood control protection the basins will provide. WEBB also prepared detailed hydrologic, hydraulic, and sediment transport models to determine the peak runoff rates, flood volume, and debris load. Modeling was done in accordance with current City of Yucaipa, County of San Bernardino, and U.S. Army Corps of Engineers methodology. With this data, WEBB assessed the viability of the conceptual design and made appropriate recommendations. WEBB reviewed the possible downstream impacts and worked with the City to provide alternatives and options so the City could make an informed decision before proceeding into final design.

3.A.5.b
Packet Pg. 182 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 38 Client Contact:

Jeff Davis, PE (Retired)
(Former) General Manager & Chief
Engineer
San Gorgonio Pass Water Agency
1210 Beaumont Avenue
Beaumont, CA, 92223-1506
951.845.2577
[email protected]
The Beaumont Basin (Basin), the most heavily developed basin within the pass area, was in a state of overdraft - estimates place storage depletion at over 100,000 acre-FT. Commenced by the San Gorgonio Pass Water Agency (SGPWA), WEBB evaluated several potential recharge basin locations, prepared improvement plans and bid specifications, and prepared a Preliminary Design Report (PDR) for the Basin site and three pipeline alignment alternatives. Four basin alternatives were evaluated on a conceptual design level as part of the PDR.

WEBB, as the lead consultant, prepared the final report and presentation.

WEBB’s work focused on the aboveground components of the project, including GIS map preparation, land ownership research, site visits, biological studies, and evaluation of potential water treatment plant sites.

Additionally, WEBB has provided SGPWA with the construction engineering services as related to the Beaumont Avenue Recharge Facility which included finalizing plans and specifications for bidding, construction management services, construction survey, subconsultant oversight, and construction management services.

Beaumont Avenue Recharge Facility
San Gorgonio Pass Water Agency

3.A.5.b
Packet Pg. 183 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 39 Section 5. Description and Approach
Experience with Work of Similar Scope
Our local knowledge and experience gives us the ability to efficiently assist the City throughout the analysis, planning, design, and construction process with a
minimum of “ramp up” time. Also, our proximity in relation to the City makes for easy coordination and a minimum
of travel time. We understand the needs of projects that provide services to the public. Our management approach will readily accommodate projects of the scope outlined in the RFP. Public agencies WEBB is currently providing on-call services include, but are not limited to the
City of Hemet, West Valley Water District, Coachella Valley Water District, Crestline-Lake Arrowhead Water Agency,
Crestline Village Water District, Chino Basin Desalter
Authority, the City of Ontario Utilities Department in
San Bernardino County, County of Riverside, Imperial
County, Riverside County Flood Control and Water
Conservation District, City of Grand Terrace, City of
Chino, City of Palm Springs, City of Wildomar, City of
Banning, City of Riverside, City of Moreno Valley, City of Beaumont, and City of Rancho Mirage.

Ability to Maintain Budgetary Control
Accurate estimates begin with a well-defined scope of
work. WEBB will work closely with the City to determine the parameters of the project and then, using our
extensive database of cost information from similar
projects, we will prepare a detailed estimate to complete project construction. Typically, project estimates are
prepared during planning, preliminary design, and
updated upon completion of design. This process assists with identifying potential budgetary problems early so
corrective action can be taken.

Quick Response to the City’s Project Needs
The size and experience of our staff in the Riverside office gives us the flexibility to draw upon design teams with strong technical skills regardless of the type of project proposed and all led by talented managers with extensive experience. These teams will enable us to accommodate
scheduling needs the City may have during the life of the contract. Jack and Bore Operation

3.A.5.b
Packet Pg. 184 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 40 Also, we have established a client sponsor function within the firm. The client sponsor is responsible for ensuring customer service needs are met including on time
performance, response to inquiries, adequate staffing,
etc. WEBB has concentrated its technical expertise
and staff in our Riverside Headquarters. We have over
100 associates operating out of our Riverside office.

The expertise of this staff includes all aspects of civil engineering. This concentration of talent at one location enables us to provide services efficiently.

Service Approach
It is WEBB’s intent to provide the most complete and
comprehensive service implementing your vision for each of the City’s projects. We realize the importance of not only the final results, but the way in which the project is handled throughout the process with all public agencies and the community. We understand our work and actions
reflect the public’s perception of the City and their role in serving their constituents.

We are prepared to provide a team of professionals with the expertise needed to meet the issues and challenges
identified for each of the City’s projects we are assigned.

WEBB will also ensure the City’s needs are met by:
• Assigning experienced personnel who will produce
an economically feasible design
• Drawing on our knowledgeable support staff to keep the project on schedule • Performing quality control reviews throughout the design process to ensure the design meets all required standards • Working closely with field personnel to understand and enhance day-to-day operations Sewer Trunk and Collection Lines
Water Pipelines, Transmission, and Distribution

3.A.5.b
Packet Pg. 185 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 41 The following are sample tasks that are universally
applicable to most project disciplines identified
in the RFP. Some specific projects may require
additional tasks to adequately complete a project.

Preliminary Engineering
During the Preliminary Engineering Phase, the Team
will focus on data collection and broad planning
efforts necessary to initiate detailed design of the
project.

Grant Support
With the preliminary engineering phase, the Team
will support funding efforts of the City to ensure
the financial means to complete construction. This
may include providing preliminary information and
exhibits in funding applications, presentations, or
other means to secure project funding.

Preliminary Design Report
Utilizing City design guidelines and project
parameters, the Team will prepare a preliminary
design report consisting of alternatives and
analysis of each. The PDR will include alignment/
locations alternatives, material options, potential
maintenance requirements, initial cost, and other
similar information.

Technical Studies
Reports and studies are anticipated to vary per
project type, size, scope, and location. Technical
studies anticipated may include geotechnical
investigations, flow monitoring, cathodic analysis,
and coating analysis. Any required CEQA
documentation will be conducted as a part of this
task.

Permitting
With the selected alternative, the Team will move
forward with identifying permits that may be
applicable to the project. Analysis of the agencies
that may hold jurisdiction based on the project’s
scope and location will often dictate permitting
requirements.

Sewer Replacement and Lift Station Construction

3.A.5.b
Packet Pg. 186 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 42 Design Survey
The Team will utilize a variety of in house services to complete design surveys. Control, boundary, and topographic surveys will be conducted to gather project information to incorporate into base maps for use during final engineering phases.

Utility Coordination
The Team will compile record data from utility agencies. The Team will then utilize dig alert and local utility contacts to acquire record data for existing utilities in a project’s reach. The Team will assemble the data in the base maps for final design, and in some cases, perform potholing.

Final Engineering
The final design phase will entail the Team working to complete construction documents for the project. The final design incorporates the data derived in the preliminary phases to create a constructable set of plans and specifications to serve the project’s goal. These tasks seek to create a clear and detailed set of construction documents that will allow for a project that is efficient and effective in both construction and operation.

The most effective projects are completed with the collaborative input of all Team members, City Staff, and community stakeholders.

During the final engineering phases, the Team will make available draft sets of documents to City Staff as the project progresses. These documents are often presented as a “Percent Complete” submittal dictated by the project’s scope or complexity. As these milestone submittals are presented to the City for review and comment, the Team will make key staff available for meetings to discuss the progress of the project and City input for future submittals.

Bidding and Construction Support
With the Final Design completed, the project will be readied for bidding and construction. The Team will be available for assistance to the City in bidding and administration of the project’s construction.

Bidding Support
The Team will work closely with City Staff to respond to all bid inquiries and questions relating to the plans and specifications during the bid period. Should addenda be required, our Team will assist the City with preparation. Along with this support, a Team representative will be available to attend the pre-bid meeting and the bid opening.

Construction Administration
During the construction period, the Team anticipates involvement to ensure that construction proceeds according to schedule and budget. RFI evaluation and shop drawing review, periodic site visits, progress and site meetings, submittals review, and processing payment of requests are regularly performed during the construction administration task.

Post Construction Services
Following construction, the Team will provide services to ensure accurate records of facilities constructed for City use in operation throughout the life of the facility. Information received from construction inspection and observation personnel will be incorporated into record drawings via CAD at the same quality and level of detail as the original submittal. Upon completion and a final site inspection, the Team will provide the City with a Certificate of Completion confirming adherence to the plans and specifications.

3.A.5.b
Packet Pg. 187 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 43 Specific Tasks
Certain additional tasks will be required during
projects within different design disciplines. The
Team has summarized some of the tasks that can be
expected for projects within the below facility types.

Sample Site Design Specific Tasks
• Show boundary information, easements, and
adjacent lot numbers
• Show street dimensions, existing utilities,
sewer lateral and water meter; review and verify
perimeter conditions; cross reference with street
and drainage plans and final map
• Compliance with California Building Code for
grading and accessibility
• Minimum slope requirements and drainage
control at top of slope; verify slopes, top of grate
and invert elevations on drains
• Critical elevations, i.e., high points, thresholds,
verify location of perimeter walls and retaining
walls
• Verify conformance with FEMA requirements.

Reservoir Design Considerations
• Site selection compatibility for system demands,
pressure zone, and aesthetics
• Rafter freeboard and anchor design
• Incorporate design with other reservoirs to
promote water turnover
• Necessary measures to promote mixing
• Appurtenances; flush cleanouts, overflow weirs,
roof access, roof vents, and sampling ports
• Piping requirements; site piping, supply transmission pipeline, drain line Sample Pipeline Specific Tasks
• CA Department of Public Health Requirements
• Pipe and facility size per City’s master plan
• Alignment/Site selection and feasibility
• Pressure zone analysis and necessity for booster or reduction stations. • Ground water elevation, sub surface conditions
• Pipe/casing material selection
• Corrosion protection
• Backfill requirements
• Selection and location of appurtenances
Sewer Trunk and Collection Lines

3.A.5.b
Packet Pg. 188 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 44 Sample Lift/Booster Station Specific Tasks
• CA Department of Public Health Requirements
• Feasibility of lift station construction/cost/operation • Wet well design and sizing
• Pump selection and performance curve evaluation
• Availability of power
• Odor and noise control
• Evaluation of influent rate
• Pressure Zone and necessary lift
• Redundancy of pumps and parallel force mains where necessary • Determination whether the lift station is to be temporary or permanent Electrical Design Specific Tasks
• Fault Study/Calculations
• Location/Type of controls, instruments, and panels
• Conformance to appropriate IEEE/ISA Standards
• Prepare ladder diagrams
• Prepare conduit and wiring diagrams for integration into electrical drawings • Specifications for instruments, control strategy, displays, and functions • VFDs, Pressure Controls, and SCADA Systems, Emergency generators, Pressure Reducing Stations, Level Controls and Chemical Treatment facilities
Well Design Specific Tasks
• Site selection; minimum setbacks, distances to transmission infrastructure, access for drilling equipment, and property ownership
• Test hole boring for depth to water, production capabilities, soil evaluation, and water quality • Design incorporating appropriate bottom sump, well screen, casing, gravel pack, and seals • Selection of bore diameter, pilot hole depth, pump capacity, pumping level, pump setting, pump manufacturer, power, controls, and MCC unit
Project Management Approach
The Team is staffed with key personnel expert in the management of water and wastewater projects for public sector clients. The Team will share a combined management approach that balances the goals of the City with the challenges of any task at hand.

Project Kick-Off and Monthly Status Meetings
The Team will work with the City to schedule project status meetings as necessary. Meetings can be held remotely, at City’s offices, or at either of the Team’s local offices.

Project Work Plan
The Team will develop a detailed Work Plan for the project, which will house a detailed work program and project schedule. The Work Plan will include details of methodology, sequence of tasks, lists of deliverables, milestone submittal schedule and a summary of organization responsibilities and contacts. The Team understands the absolute need for strong project management. Our team will factor in all critical issues associated with schedules. Communication and coordination between an engineering consultant and the City is paramount to each project. To guarantee continuous and effective communication, our project manager is

3.A.5.b
Packet Pg. 189 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 45 assigned to serve as the primary point of contact to the City and the Program Manager, Brian Knoll, PE, will be monitoring the process as a whole. This will ensure a constant and effective way of communication resulting in strong schedule control and meeting design milestones.

Our project managers will be responsible for the day-to-day project and technical management of the project including:
• Facilitating frequent and consistent communications with the City • Implementing the overall delivery plan
• Managing the overall scope, schedule, and budget
• Implementing the QA/QC Program
• Weekly e-mail updates and monthly status reports on progress The project manager will be responsible for facilitating final decisions by the City, coordination, management, communicating with the project team and the City Project Manager, and preparing and reviewing design deliverables.

Schedule Management
A preliminary schedule will be prepared, provided, and discussed. In collaboration with the City, the project schedule and milestones will be evaluated and modifications will be made to set the final baseline schedule during the initial project kick-off process. The baseline schedule will be monitored and tracked by our project manager to maintain the project milestones and manage critical path items. A tracking schedule will be provided with monthly updates and all schedule variances identified. Actions required to correct schedule deviations will be developed and implemented by the team. The project schedule is an effective management tool when developed and maintained to guide the design team through the tasks required to successfully complete a project. The Team uses Microsoft Project software to schedule and track project tasks.

Key components of maintaining the project schedule revolve around the following actions between the Team and the City: Close coordination with the City (including operations and engineering personnel) during the Preliminary Design and evaluation tasks.

1. Coordinating early on with the City to confirm the alignment for the proposed water mains.

2. Effectively and thoroughly addressing the City comments and concerns throughout the project.

3. Processing required permits early in the project.

The Team will perform initial coordination with the agencies which establishes the basis for completion of these items through the preliminary and final design phases. The project manager continually reviews the project schedule, project budget, and work completed to date. The project manager will then discuss the results of this review with the City and provide updates every week. If necessary, corrective measures will be implemented and the project schedule updated.

Cost/Budget Management Plan
The proposed project budget will be prepared based on the project RFP requirements. Our project manager will track the final budget compared to the actual earned value, task completion, and cost-to-date, and will identify any project cost variance at least monthly. Corrective actions will be taken to maintain the project budget. If changes to the scope and budget are deemed necessary, our project manager will work with the City to justify the need and clearly define the impacts.

3.A.5.b
Packet Pg. 190 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 46 Issue Management/Risk Management
The tracking of project issues and management of risks is facilitated through a tracking log and available to the City and the project team. With issues being raised through e-mail, phone calls, and meetings throughout the duration of the project, having a centralized document ensures project impacts are identified, logged, assigned, analyzed, acted upon, and addressed as part of the design process.

Communication Plan and Management
Communication between all team members and City Staff is critical to its success. A key differentiator between our project team and our competitors is our physical locations and our ability to meet with City Staff and stakeholders quickly. Whether it is City Council meetings, a community workshop, or a strategy meeting with the City, representatives from the Team will be available.

Quality Management
The Team has established an extensive in-house Quality Assurance/Quality Control (QA/QC) Program that all project managers must conform to for all of our projects. This program is overseen by our chief operations officer, who continually monitors compliance with our in-house QA/QC Program. Our team utilizes a detailed approach to quality assurance and quality control. It demands our principal leaders rigorously scrutinize every critical aspect of a project. Our quality assurance begins with developing a close and continuous line of communication between the Team and the City. Our past experience indicates good communication is a critical element to project success. Under our project protocol, we keep an organized directory of all project-related communication, meeting minutes and action items, documents, images, data, and plan sets which allows us to respond quickly to requests. We will seek the input of operations and engineering staff throughout the project development to ensure the project meets the needs of the client.

The quality control for all projects is embedded in every stage of the project development. Our QA/QC Program is designed to enhance the cooperation and synergy between the disciplines in-house, our design teams, subconsultants, and the City. Our entire staff is part of the QA/QC Program and each plays a significant role in its implementation. As an underlying principle of our QA/QC Program, the Team will utilize senior level staff to review the work product to utilize the experience and knowledge to each aspect of the project. By bringing these disciplines together early in the project, we are able to recommend the best project alternative and develop a list of critical design issues that need to be addressed as detailed design is implemented.

Water Pipelines, Transmission, and Distribution

3.A.5.b
Packet Pg. 191 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, 47 Section 6. Company Disclosure
WEBB does not have any past or current business and personal relationship with any City elected officials.

Section 7. Proposed Fee Schedule
In accordance with the RFQ, WEBB’s billing rate schedule has been submit via PlanetBids as a separate file.

Section 8. Sample Services Agreement Exceptions
WEBB does not have any exceptions to the services agreement.

3.A.5.b
Packet Pg. 192 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, A1
WEBB Team Pipeline Design Projects (Partial List)
Project Client LF of Water
Main
Diameter
(Inches) Comments
Raw Water/Recycled/Non-Potable
City of Banning Irrigation Pipeline COB 47,500 24
Chino 1 Raw Water Pipeline CDA 9,000 16~24 Prop 13 Funded Chino 2 Raw Water Pipeline CDA 30,000 16~36 Large Diameter PVC Pipe Chamber Recycled Pipeline EMWD 3,000 24 EMWD Recycled Water Non-Potable Water Conveyance WMWD 34,000 24
Menifee Desalter Pipeline EMWD 20,000 24
Perris Desalter Pipeline EMWD 50,000 10~24
MARB Groundwater Recovery Pipeline WMWD 20,000 8
Potable Water Lines
Milliken Ave. Water Transmission Mains Ontario 24,000 24~42 Congested Streets 8th Street Water Transmission Main Ontario 33,000 36 Congested Residential Streets Chino 1 – Chino 2 Inter-tie JCSD 8,000 24
Etiwanda/Bellegrave Water Main JCSD 13,000 36~42 Large Diameter Pipelines Arlington Desalter Pipeline SAWPA 52,000 30 DIP Pipe/Recycled Water Added JCSD/Product Water Pipeline SAWPA 50,000 24 & 30
WMWD Master Facility WMWD 42,000 8~42 Master Planned Facilities Assessment District No. 20 EMWD 6,000 12~18 Regional Facilities Barton-Nandina Interagency Connection EMWD 18,000 12~18 Including Metering Facility Studies and Evaluations
Perris Valley Transmission Alignment Study EMWD Review of Area Utility Corridors Sun City LS Bypass Plan EMWD LS Hydraulics Evaluation
La Sierra Pipeline Alignment Study WMWD 38,000 LF of 30-in to 42-in Pipeline Mills to Lurin Pipeline Alignment WMWD 19,000 LF of 36-in Pipeline Riverside Corona Feeder WMWD 34 Miles of 30-in to 76-in Pipeline Wastewater Pipelines
Haun Road Sewer EMWD 15,000 21~30 Flood Control Channel Alignment Eastvale Interceptor Sewer JCSD 80,000 21~42 Large Diameter/Deep Cuts Areas B, C, E, and L MSWD 46,000 8~15 State/Federal Funding Assessment District No. 20 Sewer EMWD 35,000 8~30
Mission Ranch CFD No. 15 Sewer Main WMWD 32,000 8~27
Mission Ranch CFD No. 15 Force Main WMWD 13,000 6~8 Long Force Main Cajalco Sewer Force Main WMWD 15,000 12 Long Force Main Parsons Road Gravity Sewer WMWD 4,100 18
City of Holtville Outfall Sewer Pipe COH 17,000 18 BECC Funded Brine Lines
City of Beaumont Brine Line - WWTP Exp. Beaumont 121,440 12 Non-Reclaimable Waste Line GE 24,000 18~24
Temescal Valley Regional Interceptor SAWPA 35,000 24 & 30 PVC/HDPE Pipe/SRF Appendix A. Additional Relevant WEBB Projects

3.A.5.b
Packet Pg. 193 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, A2
WEBB Team Booster Pumping Stations (BPS) (Partial List) Capacity (GPM) Project Client Unique Features
1,000 O’Ferrell Street Booster Station EMWD Demolition of existing site 2,500 Redlands and Hemlock Booster Station EMWD In-line pumping system 5,625 Watson Road Booster Station EMWD Includes disinfection facilities 6,000 Elsworth Temporary Booster Station EMWD Skid mounted package pumping facilities 1,000 Hidden Springs Booster Station EMWD Hydopnueumatic facility converted to pump storage 4,500 Craig Avenue Booster Plant EMWD Hydopnueumatic facility converted to pump storage 3,200 Redlands and Hemlock EMWD In-line interim pumping 5,400 Mockingbird Booster Station WMWD Split suction header-pumps from two sources 4,800 Arlington Desalter Booster Station WMWD/SAWPA
56,000 Holcomb Booster Station WMWD Natural gas and electric pump units 8,400 Oleander Booster Station WMWD Natural gas and electric pump units 21,900 Bergamont Booster Station WMWD Combined potable & non-potable station 4,500 56th Street Booster Station JCSD
750 Indian Hills Booster Station JCSD
2,000 Clay Street Booster Station JCSD
3,500 Silverwood High Service Booster Station CLAWA 500 psi discharge pressure 3,700 Crestline Booster Station CLAWA 350 psi discharge pressure 6,000 Calipatria Raw Water Booster Station GSWC Low suction head 750 Navajo Booster Station GSWC
3,000 Trussel Plant Booster Station GSWC
1,500 Cypress Booster Station SBCSD Skid Mounted Building 185 Pioneertown Lower Booster Station SBCSD Buried
170 Pioneertown Upper Booster Station SBCSD Buried
4,000 Aten Road Booster Station Imperial VFD’s
7,500 Imperial Treatment Plant High Booster Station Imperial VFD’s, on-site treatment WEBB Sewer Lift Station Projects (Partial List)
Capacity (GPM) Project Client
400 Lukens Lift Station EMWD
300 Diana Lift Station Improvements EMWD
130 Baxter Lift Station Retrofit EMWD
320 Clearview Lift Station Retrofit EMWD
285 Green Valley Lift Station EMWD
800 “B” Street Lift Station City of Imperial
1,000 Sandalwood Glen Lift Station Rehabilitation City of Imperial 700 Victoria Ranch Sewer Lift Station City of Imperial
500 Claypool Lift Station Improvements City of Imperial 750 Gateway of the Americas #2 Imperial County
19,000 River Road Lift Station JCSD
1,750 Chandler & Archibald Lift Station JCSD
1,000 Florine Lift Station Replacement JCSD
350 Lakeside Lift Station Rehabilitation JCSD
250 Sky Country Lift Station Rehabilitation JCSD
4500 Regional (Plant 1) Lift Station JCSD
700 Clay/Van Buren Lift Station JCSD
750 Linares Lift Staion JCSD
750 Firehouse Lift Station Olivenhain MWD
4,000 Horno Lift Station Evaluation Santa Margarita WD
750 Ripley Lift Station Riverside County-EDA
500 Green River Lift Station City of Corona

3.A.5.b
Packet Pg. 194 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, A3
Water Reservoir Experience (Partial List)
Material Volume (MG) Project Client Comments
Concrete 1.0 MG &1.5 MG Evaluation of Golden & College GSWC Seismic and Structural Evaluation Concrete 11.8 MG Sunnyslope Tank JCSD New Pre-Stressed Concrete Tank Concrete 15.0 MG x 3 Lindsay Tank JCSD Included Concrete vs Steel Evaluation Concrete 3.2 MG Mittry LACSD Tallest Pre-stressed Concrete Tank in CA Concrete 0.5 MG Arlington Desalter Reservoir WMWD Concrete Poured in Place Reservoir Steel 3.0 MG Charter Oaks City of Covina Seismic and Structural Evaluation Steel 1.0 MG CSA 122 Mesa Verde County of Riverside EDA Clearwell for Treatment Plant Steel 5.6 MG Longview EMWD Part of Vista/Ellis Improvements Steel 1.0 MG El Nido WMWD Convert Existing to Recycled Water Steel 5.0 MG x 5 Beverly Hills Tanks 3A, 4B, 5, 6, & 7 City of Beverly Hills Seismic and Structural Evaluation Steel 1.0 MG Rancho La Merced City of Covina Tank Evaluation and Replacement Steel 3.0 MG Evaluation City of Covina Tank Evaluation and Replacement Steel 2.3 MG Clearwell No.2 Treatment Plant CLAWA New Clearwell for Plant Steel 5.0 MG x 2 Crestline Tanks CLAWA Analysis and Reservoir Refurbishment Steel 2.0 MG Strawberry Tank CLAWA Analysis and Reservoir Refurbishment Steel 0.4 MG New Barn Steel Replacement CLAWA Tank Replacement per Analysis Steel 1.0 MG Pincrest Reservoir CVWD New Replacement Tank Steel 0.18 Old Mill Tank CVWD Initial Re-coating Refurbishment Steel 0.70 Old Mill Tank (New) CVWD Tank Replacement Based Upon Engineering Analysis Steel 0.34 Saxon Tank CVWD Seismic Upgrade and Retrofit Steel 1.20 Lakeview Tank CVWD Seismic Upgrade and Retrofit Steel 0.40 Barn Tank CVWD Tank Replacement Based Upon Engineering Analysis Steel 1.00 New Chamois Tank CVWD Tank Replacement Based Upon Engineering Analysis Steel 0.34 Chillon Tank CVWD Seismic Upgrade and Retrofit Steel 0.4 MG Zurich II & III CVWD Tank Evaluation and Replacement Steel 0.7 MG Mill Reservoir CVWD New Replacement Tank
Steel 1.8 MG MV2060 (Judson) EMWD PDR for Future Tank
Steel 2.0 MG La Laguna Tanks EVMWD Series of four Reservoirs Steel 1.0 MG x 4 Calipatria Tanks GSWC New Reservoir
Steel Varies Evaluation and Analysis GSWC Seismic and Structural Evaluation Steel 6.0 MG Mira Loma JCSD Seismic Upgrade and Retrofit Steel 0.21 MG Benedict Reservoir JCSD Expansion Joint and Refurbishment Steel 2.3 MG North Shore Reservoir LACSD New Reservoir
Steel Varies Analysis of Various Reservoirs LACSD Evaluation of 14 Reservoirs Steel 1.5 MG Curtis Development Newhall County WD New Reservoir Steel 3.0 MG Northlake Development Newhall County WD New Reservoir Steel 1.5 MG Bellegrave Reservoir SARWC Tank Retrofit and Upgrades Steel 2.7 MG Hidden Valley WMWD New Reservoir
Steel 4.0 MG Harley John WMWD Tank Replacement
Steel 5.0 MG Lock Wood WMWD New Reservoir
Steel 7.0 MG and 6.7 MG Markham I & II Tanks WMWD New Reservoir Steel 10.0 MG La Sierra Tank WMWD New Reservoir
Steel 12.5 MG Orangecrest Reservoir WMWD New Reservoir
Steel 1.0 MG El Nido WMWD New Reservoir
Steel 5.0 MG Luirn WMWD Refurbish/Recoat

3.A.5.b
Packet Pg. 195 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Fee Schedule

CLASSIFICATION
Engineers/Project Managers/Planners/Scientists/ Rates
Assessment/Special Tax Consultants/Landscape Architects/Designers $/Hour Principal II.............................................................................................................................. 293.00 Principal I .............................................................................................................................. 279.00 Senior III ............................................................................................................................... 252.00 Senior II ................................................................................................................................ 240.00 Senior I ............................................................................................................................... 232.00 Associate III .......................................................................................................................... 208.00 Associate II ........................................................................................................................... 197.00 Associate I ............................................................................................................................ 191.00 Assistant V ........................................................................................................................... 173.00 Assistant IV .......................................................................................................................... 156.00 Assistant III ........................................................................................................................... 144.00 Assistant II ............................................................................................................................ 135.00 Assistant I ............................................................................................................................. 98.00 Survey Services
2-Person Survey Party .......................................................................................................... 302.00 1-Person Survey Party ......................................................................................................... 208.00 Inspection Services
Construction Manager II ....................................................................................................... 245.00 Construction Manager I ........................................................................................................ 185.00 Inspector (Non-Prevailing Wage) ......................................................................................... 141.00 Inspector Overtime (Non-Prevailing Wage) .......................................................................... 190.00 Inspector (Prevailing Wage) ................................................................................................. 152.00 Inspector Overtime (Prevailing Wage).................................................................................. 200.00 Administrative Services
Project Coordinator .............................................................................................................. 115.00 Administrative Assistant III ................................................................................................... 102.00 Administrative Assistant II .................................................................................................... 91.00 Administrative Assistant I ..................................................................................................... 72.00 Other Direct Expenses
Incidental Charges ............................................................................................................... Cost + 15% Postage ................................................................................................................................ Cost Subcontracted Services ....................................................................................................... Cost + 15% Special Consultant………………………………………………………………………………… 365.00 Survey/Inspection Per Diem.................................................................................................. Prevailing Wage Rate In-House Delivery Up to 1/2 hour.......................................................................................... 32.00 In-House Delivery 1/2 Hour up to 1 Hour.............................................................................. 64.00 In-House Delivery Over 1 Hour up to 2 Hours ...................................................................... 118.00 In-House Delivery Over 2 Hours ........................................................................................... 170.00 Survey/Inspection Vehicle .................................................................................................... 0.81/Mile Mileage ................................................................................................................................. 0.72/Mile Note: All rates are subject to change based on annual inflation and cost of living adjustments. Prevailing wages are dictated by the California Department of Industrial Relations (DIR). As such, the indicated rate will remain in effect until revised rates are published by the DIR. The rate shown shall be subject to renegotiation to remain in compliance with State requirements if prevailing wages are increased by the DIR. * A FINANCE CHARGE of 1 ½ % per month (18% per year) will be added to any unpaid amount commencing thirty (30) days from invoice date. A mechanic’s lien may be filed for any invoice remaining unpaid after thirty (30) days from invoice date.

3.A.5.b
Packet Pg. 196 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, City of San Jacinto
On-Call Engineering Services (Water/Waste Water/Storm Water), bidding on 02/04/2022 11:00 PM (PST)

Page 1 of 1 ends

Printed 02/07/2022
PlanetBids, Inc.

3.A.5.b
Packet Pg. 197 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Wastewater, and)

3.A.5.b
Packet Pg. 198 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Civil, Water, Wastewater, Drainage, Transportation and
Electrical/Controls Engineering ● Construction Management ● Surveying California ● Arizona
1440 N. Harbor Blvd., Suite 721, Fullerton, CA 92835 | P: 714.459.7957 | F: 714.459.7464 City of San Jacinto | Public Utilities February 4, 2022 595 South San Jacinto Avenue
San Jacinto, CA 92583
Subject: Statement of Qualifications for On-call Engineering Services Water/Wastewater/Stormwater
Dear Selection Committee,
The City of San Jacinto (City) is seeking on-call engineering services to assist with delivering water, wastewater, and stormwater projects. These projects have involved preparation of technical evaluations, hydraulic calculations, plan check review services, preliminary design reports (PDR), permitting, final construction documents and construction services for pipelines and force mains, wells, treatment plants, reservoirs, pressure regulating facilities, turnouts and metering, pump and lift stations, and master plan and financial plan updates. The City has an engaged constituency, which will require community engagement as part of project development and delivery.

Providing on-call professional engineering services is what Civiltec Engineering, Inc. (Civiltec) does! We have 29 on-call contracts throughout southern California. Our team has a diverse knowledge of municipal infrastructure design, system reliability issues, facility maintenance, site development, rehabilitation of aging infrastructure, hydraulic analysis, electrical and control systems design, facilities construction methods, constructability reviews, value engineering and construction management.

Civiltec provides high-quality engineering services with utmostlevel of integrity. We have earned our client’s trust and confidence through hard work and engineering excellence. We believe our expertise in delivering solutions specific to your needs will be instrumental in maintaining and cultivating a strong relation with you. Our experience has shown us to be a valued partner to our clients! Shem Hawes, PE, will provide consistent communication and coordination with the City and project stakeholders and work closely with the project team to ensure any opportunity executed is delivered with clear, concise, and accurate plans. He is a Principal in the firm with complete authority to dedicate project resources needed to meet your schedule and budget. Shem will be supported by W. David Byrum, PE (principal/quality control) and project engineers David Song, PE, Gretel Ochoa-Nhac, PE, Steven Walker, PE, Sanjay Verma, PE, and Sky Younger, PE, stormwater expert Octavio Solorza, QSD/P, CPESC, and survey manager, Chris Duncan, PLS.

Our approach with on-call clients is founded by our ability to be responsive. The City will benefit greatly from the proximity of our local offices located in Monrovia and Fullerton, our state-of-the-art communication tools, our quality assurance/quality control (QA/QC) programs and our enthusiasm and commitment to service. This guarantees you that we will have a solid understanding of your system, codes, and procedures.

We are confident that we are the right firm to assist you with your water, wastewater, and stormwater system improvements and excited to begin working with you. I can be reached at [email protected] or (714) 459-7957 with any questions.

Sincerely,
C. Shem Hawes, PE | Principal, Senior Engineer

3.A.5.b
Packet Pg. 199 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page i

TABLE OF CONTENTS
Company Profile..................................................................................................................................................... 1 Regulatory Permitting Agency Experience............................................................................................................... 1 Familiarity with City Standards and Provisions and Federal Funding.......................................................... 1 Organization and Staffing ................................................................................................................................... 3 Firm Qualifications ............................................................................................................................................ 15 Select Water References ................................................................................................................................................16 Select Wastewater References....................................................................................................................................22 Select Stormwater References ....................................................................................................................................25 Description and Approach............................................................................................................................... 26 Project Understanding.................................................................................................................................................... 26 Sample Scope of Work.................................................................................................................................................... 28 Cost Control & Budgeting Methodology.......................................................................................................................34 Company Disclosures ........................................................................................................................................ 35 Proposed Fee Schedule..................................................................................................................................... 35 Sample Service Agreement.............................................................................................................................. 35 • Water
• Wastewater
• General Civil
• Transporation
• Drainage
• Electrical
• Survey
• Construction Management
Civiltec's Core
Service Lines

3.A.5.b
Packet Pg. 200 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 1

COMPANY PROFILE
With 48 employees, Civiltec delivers professional civil and electrical engineering, surveying and construction management solutions through communication, innovation, and quality service. We are not too big, we can and will be there when needed in an efficient and affordable fashion. We are not too small; we will provide you with the level of service needed to guarantee continuous service and adherence to the project schedule.

Corporate ownership consists of six professionally registered civil engineers: W. David Byrum, PE, President; Chris Dusza, PE, CFM, Vice President; Shem Hawes, PE, Principal; David Song, PE, Principal; Andrew Shroads, PE, CFM, Principal; and Octavio Solorza, QSD/P, CPESC, Principal. Civiltec is registered as a Small Business Enterprise with the U.S. Small Business Administration, Metropolitan Water District, Port of Long Beach, San Diego County Water Authority, Los Angeles Unified School District, and Los Angeles Community College District.

Civiltec is a financially strong and stable firm that has taken measures to stay one step ahead of the economic climate. We have never experienced a profit loss, even during the direst economic circumstances. This is due to our strong management skills and internal pride. Our clients can take comfort in the fact that we have a very strong balance sheet. Our reputation and the quality of our work is paramount to us.

Maintaining a high percentage of repeat work is not only accomplished by our commitment to a quality deliverable but by ensuring resources are available to complete projects on time and within budget. Staff utilizes state-of-the-art computer technology to assist in project design and communication, including AutoCAD with Civil 3D, various technical engineering, and survey programs, as well as the latest versions of Microsoft Office, Microsoft Project, and Adobe Creative Cloud.

Regulatory Permitting Agency Experience
Civiltec has extensive experience with permitting agencies in Southern California. We routinely interface with state, county, and local agencies to obtain the permits and permissions needed to design and construct in the municipal environment. Our long history of engineering in the area have led to strong working relationships with the permitting agencies and have a clear understanding of what is required to obtain the needed permits.

Familiarity with City Standards and Provisions and Federal Funding Civiltec has extensive experience with a variety of city and county standards and provisions. We have completed 77 projects in Riverside County and 427 projects in San Bernardino County. We understand the area and are very familiar with the requirements and expectations for your projects. We are confident we will be able to effectively implement the appropriate standards into any design! As a 90% public agency focused civil engineering firm, Civiltec routinely completes studies, design and construction phase services for projects that are federally and/or state funded. We are fully versed with Founded in California in 1986 as a C corporation, Civiltec's Fullerton office with support from the Monrovia office will be primarily responsible for services delivered under this contract.

Fullerton, CA
Office = 2
Monrovia, CA
(Headquarters)
Office = 24
Phoenix, AZ
Office = 13
Prescott, AZ
Office = 9

3.A.5.b
Packet Pg. 201 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 2
the various requirements and have worked closely public agencies to develop project bid manuals and bid documents adhering to funding requirements. Following is an example of a current project requiring extensive funding documentation compliance.

Advanced Water Meter Replacement Grant Supervision, Gateway Water Management Authority (GWMA)
Since 2016, Civiltec has managed grant money for automatic water meter replacement throughout the 25 agencies belonging to the GWMA. Meters are being upgraded to minimize water loss, improving water conservation in a drought-ridden area of California. Civiltec provides multiple aspects of project management to ensure that the cities are all conforming to the grant requirements, facilitating project meetings, maintaining the grant reports, and required documentation, and ensuring that the projects are moving forward.

Civiltec’s Core Services Lines/Capabilities
Water Engineering (since 1992)
• Asset Mgt./Life-Cycle Analysis
• Fire Protection
• Groundwater & Aquifer
Investigations
• Master Plans & Urban Water
Management Plans (UWMPs)
• Modeling/Surge Analysis/GIS
• Operation & Maintenance Support
• Pipelines & Pump Stations
• Regulatory Permitting/Compliance
• Reservoirs, Tanks & Wells
• Treatment & Recharge Facilities
Wastewater Engr. (since 1996)
• Collection Systems
• Groundwater Recharge
• Hydraulic Modeling/GIS
• Lift Stations & SCADA Control
Systems
• Master Planning
• Pipelines & Manholes
• Regulatory Permitting/Compliance
• Start-up, Testing, & Commissioning
• Treatment & Pre-Treatment
Stormwater Engr. (since 1996)
• ADMP/ADMS Preparation
• Channels & Storm Drains
• Detention & Retention Basins
• Emergency Watershed Protection
• Erosion Control
• FEMA Map Revisions
• Hydrologic & Hydraulic Modeling
• Infiltration Basins
• Regulatory Permitting/Compliance
• Stormwater Management & Stormwater
Pollution Prevention Plans (SWPPP)
Electrical / Controls Engr.
(since 2018)
• Potable & Recycled Pump Stations
• Water & Wastewater Facilities
• SCADA & Instrumentation Systems
• Power Analysis & Distribution
• Control System Networks
• Emergency & Standby Power
• Grounding
• Lighting Systems
• Solar/Renewable Energy
• Substation/Grid Interconnects
• Wireless Network Radio
Construction Management
(since 1986)
• Pre-Bid & Bidding Assistance
• Construction Administration
• Construction Management
• Construction Observation
• Contract Management
• Permitting & Compliance
• Public Outreach & Education
Surveying & Mapping
(since 1986)
• Aerial Control Surveys
• ALTA/ACSM Surveys
• Boundary Analysis
• Construction Staking
• Control Networks
• Easements & Legal Descriptions
• Map Preparation
• Title Research & Opinions
• Topographic Surveys

3.A.5.b
Packet Pg. 202 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 3
Developing strong working relationships with our clients is part of Civiltec’s vision to focus on professional development, building synergy and strategic growth. Repeat client work represents 85% of our workload. Throughout the past 5 years, we averaged 147 new projects per year in California.

Projects range in size from small to large and the majority have included multi-agency coordination under on-call type contracts. This wealth of successful experience, primarily for municipalities, state, and federal agencies, demonstrates our ability to deliver projects with complete client satisfaction.

ORGANIZATION AND STAFFING
Personnel in California are experienced surveyors, engineers, construction managers and qualified observation staff with combined 400+ years of technical experience. Key staff proposed will not be reassigned or replaced without your prior written authorization.

Civiltec has skilled professionals to provide either a two-person team or a twenty-person team to accomplish small to large projects. In most cases, a team is assembled with a principal-in-charge, project manager, project engineer, staff engineer and supporting design, drafting, and administrative staff. Subconsultants are members of the team when an outside expertise is required to complete a project. This allows us to handle multiple assignments at the same time and rapidly adjust to changes required to tackle an expeditious schedule. Civiltec has immediate staff availability (averaging 20-50% availability) and see it through completion. We are committed to providing qualified technical resources to you throughout the duration of this contract. To ensure project resource availability we conduct weekly project manager meetings to review project status and resource utilization.

3.A.5.b
Packet Pg. 203 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 4
C. Shem Hawes, PE | Project Manager, Primary Point of Contact Expertise = Wastewater & Water
Education: B.S. Civil and Environmental Engineering, University of Utah, 2002 Registration: Professional Civil Engineer California No. 69578 Shem is a Principal of Civiltec and has authority to commit all Civiltec’s resources as necessary and take any action necessary to meet your requests. All work assigned to us will be managed out of the Fullerton office. Shem has 19+ years (14+ with Civiltec) of water and wastewater experience. During his tenure at Civiltec, he has been integral in developing relationships with clientele and interacting at multiple levels with business partners and owners to develop solutions for water, wastewater, and public works projects. He has been the responsible engineer for hundreds of unique planning, design and analytical projects while acting in the role of project manager and/or senior engineer. He has also prepared numerous studies and analysis for several projects requiring environmental review.

Water engineering experience includes the planning, design and construction management of water facilities including pipelines, booster pump stations, reservoirs, and water treatment facilities. Shem has prepared design reports, UWMPs, master plans, drought contingency plans, directed modeling efforts for distribution facilities, developed operations and maintenance manuals, prepared permits through the Department of Public Health and created process and instrumentation diagrams. Shem also heads up our PFAS treatment efforts including media determination, cost benefit, site planning, design of plants, start up and operations.

Wastewater experience has included the planning, design and construction management of wastewater treatment facilities including performing analysis on sewer collection facilities and designing sewer pump stations. In addition, he has been involved in modeling and designing water distribution and sewage collection systems. He was intimately involved with development of mass balance models for wastewater treatment processes which integrated recycled and utility water return and solids handling into the overall loading of the plant. Unique wastewater treatment plant processes could be programmed into this model to simulate mass loading through the plant and determine the cause and effect to the facility. Shem also developed hydraulic modeling systems to simulate hydraulic conditions through the plant’s operations.

Select Water Experience (Riverside/San Bernardino County) • Bluff Street Treatment Plant Upgrades, City of Norco
• Bluff Street Treatment Plant Backwash Supply Pipeline, City of Norco • Well 13 Nitrate Treatment System Study, Jurupa Community Services District • Chino II Desalter Decarbonator Modifications, Chino Basin Desalter Authority • Chino Hills Well No. 15B Treatment, City of Chino Hills • East Side Well Temporary 1,2,3-Trichloropropane (TCP) Treatment System, City of Chino • Well No. 16, TCP Treatment System, City of Chino
• Plant F44 Reservoir Civil and Mechanical Upgrades, San Gabriel Valley Water Company (SGVWC) • Recycled Pipeline Analysis from Horsethief Water Reclamation Facility to Lee Lake, Elsinore Valley Municipal Water District (EVMWD)
• Hamner Bridge Waterline Relocation, City of Norco
• Detroit Street Waterline Replacement, City of Norco
• Plant F58 Sierra Avenue Transmission Main, SGVWC
• Drought Contingency Plan, EVMWD

3.A.5.b
Packet Pg. 204 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 5
• 2017 Water Master Plan, San Antonio Water Company
• Renaissance Water System Study, Fontana Water Company Select Wastewater Experience (Riverside/San Bernardino County) • Wastewater Equalization Basin and Pump Station, Temescal Valley Water District • Nongshim Plant #1 Flow Evaluation
• Twin Pops-pH Wastewater Management System
• RP-1 Digester 6 & 7 Cleaning Project Design-Build, Inland Empire Utilities Agency (IEUA) • RP-1 Iron Sponge Improvements Design-Build, IEUA
• Philadelphia Lift Station and Eye Wash Installation Design-Build, IEUA • Hillside Sewer Mainline Replacement, City of Norco
• East End Avenue Non-Reclaimable Wastewater (NRW) Line Flowmeter Upgrades, IEUA Other Select Wastewater Experience
• Victoria No. 1 Lift Station Rehabilitation, Laguna Beach Water Quality Department • Cameo Shores Wastewater Lift Station Reconstruction and Force Main Installation, City of Newport Beach
• Story Park and Mansfield Place Lift Station Replacements, City of Alhambra • IRM Lift Station Splitter Structure
• Lift Station No. 4 and Force Main Replacement, City of Alhambra • Lampson Nitrate Removal Facility, City of Garden Grove • Franklin Lift Station Wet Well Expansion, City of La Verne • Wastewater Lift Station Master Planning Documents, City of Newport Beach • Pepperdine University, Campus Wastewater Flow Analysis and Water Availability Study • La Canada Fire Station No. 82 Sewer Lift Station
• Wastewater Pump Stations PDR, City of Newport Beach
• Sewer Master Plan, City of La Verne
• Cypress, Essexfells, Vega and Florintina Sewer Lining, City of Alhambra • San Gabriel Boulevard Sewer Upgrades, City of San Gabriel • Lawrence-Santa Fe Sewer Improvements & Street Reconstruction, City of Fullerton • Del Mar Avenue Sewer and Street Reconstruction, City of San Gabriel • Bridgeport, Marina Hill and Old Town Sewer Improvements, City of Seal Beach • Cliff Drive Sewer Relocation, City of Newport Beach
• College Park East Sewer Main Replacement, City of Seal Beach Select Stormwater Experience
• Azusa, Peck Road, Grand Crossing and Hacienda Boulevard Grade Separation Stormwater Pump Stations, City of Industry
• Oakglade Reservoir Storm Drain Pipeline, City of Monrovia • Plant 58 Transmission Main Storm Water Planning, SGVWC • Monk Hill Operable Unit 3 Stormwater Retention, Pasadena Water and Power • Plant 408 Reservoir Improvements (included drainage), Suburban Water Systems • Fire Station No. 5 Drainage Study, City of Fullerton

3.A.5.b
Packet Pg. 205 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 6
W. David Byrum, PE | Principal-in-Charge, QA/QC Manager Expertise = Water, Wastewater & Stormwater
Education: Professional Civil Engineer California No. 43296 Registration: B.S., Mechanical Engineering, University of California, Los Angeles, 1977 David is President and Principal Engineer of Civiltec. He is responsible for the overall management of Civiltec’s headquarters office. David has 40+ years (29+ with Civiltec) of experience as a systems planner, design engineer, project manager, principal engineer, and construction manager. He is an expert in the planning and design of water distribution and transmission pipelines, water treatment plants, booster pumping stations, steel and concrete reservoirs, groundwater wells, specialty valving stations, wastewater lift stations, flow equalization stations, wastewater treatment plants, storm drains and street improvement projects. He also prepares regulatory agency compliance reports and technical studies to ensure water purveyors remain in compliance with current regulations. David serves as an expert witness and has been involved in several cases centered on water industry issues, including the Chromium 6 Pacific Gas and Electric (PG&E) case for 6 years.

Select Water Experience (Riverside/San Bernardino County) • Bluff Street Treatment Plant Upgrades & Backwash Supply Pipeline, City of Norco • Well 13 Nitrate Treatment System Study, Jurupa Community Services District • Chino Hills Well No. 15B Treatment, City of Chino Hills • Well No. 16, TCP Treatment System, City of Chino
• Plant F44 Reservoir Civil and Mechanical Upgrades, SGVWC • Recycled Pipeline Analysis from Horsethief Water Reclamation Facility to Lee Lake, EVMWD • Hamner Bridge Waterline Relocation, City of Norco
• Detroit Street Waterline Replacement, City of Norco
• Drought Contingency Plan, EVMWD
• 2017 Water Master Plan, San Antonio Water Company
• Renaissance Water System Study, Fontana Water Company Select Wastewater Experience (Riverside/San Bernardino County) • Wastewater Equalization Basin and Pump Station, Temescal Valley Water District • Nongshim Plant #1 Flow Evaluation
• Twin Pops-pH Wastewater Management System
• RP-1 Digester 6 & 7 Cleaning Project Design-Build, IEUA • RP-1 Iron Sponge Improvements Design-Build, IEUA
• Philadelphia Lift Station and Eye Wash Installation Design-Build, IEUA • Hillside Sewer Mainline Replacement, City of Norco
• East End Avenue NRW Line Flowmeter Upgrades, IEUA
Select Stormwater Experience
• Plant 109 Storm Drain Design, Suburban Water Systems
• Corak Street Storm Drain Water Relocations, Valley County Water District • Storm Drain and Street Standard Plans, City of La Verne • Jet Propulsion Laboratory, Building 230, Drainage Plan • Reservoir Drainage Study, Suburban Water Systems

3.A.5.b
Packet Pg. 206 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 7
David Song, PE | Task Leader for Distribution & Storage Expertise = Water & Wastewater
Education: B.S., Civil Engineering, University of California, Los Angeles, 2004 Registration: Professional Civil Engineer California No. 76613 David has 17+ years (16+ with Civiltec) of engineering experience and is a Partner in the firm. His expertise is in potable water infrastructure design, engineering, and management. His typical responsibilities include project management and supervision of design staff, client correspondence, management of project budgets and schedules, technical writing and planning, hydraulic analysis, and modeling, developing contract bid documentation, preparing specifications and cost estimates, construction management and performing project plan checks.

David has been responsible for the design and project management of more than 150,000 linear feet of distribution and transmission pipelines and construction traffic control plans, pump stations, wells, and reservoirs. He has also secured permits for projects with public agencies and cities located in Los Angeles, Orange and Ventura Counties, California Department of Public Health and California Department of Transportation (Caltrans).

Select Water Experience (Riverside/San Bernardino County) • Well 14 Rehabilitation, City of Corona
• Well 17A Emergency Generator, City of Corona
• Well 49 Equipping, Cucamonga Valley Water District
• Apple Valley Well No. 35 Building and Equipping, Liberty Utilities • Amethyst Road Turnout No. 5 Water Pipeline and Metering Facility, City of Victorville • Well 22 Piping Modifications, City of Corona
• Plant F58 Sierra Avenue Transmission Main, SGVWC
• Lincoln, Washington, Telephone and Monte Vista Avenues Water Main Replacements, City of Chino • Frankish Tunnel Pipeline Extension Reservoir No. 1, San Antonio Water Company Other Water Experience
• West Garden Grove Supplemental Transmission and Sewer Main, City of Garden Grove • Reservoir No. 2 Pump Station and Transmission Pipeline, Valencia Heights Water Company • Industry Business Center Recycled Water Reservoir, Walnut Valley Water District • Oakglade Reservoir, City of Monrovia
• Charter Oak Reservoir No. 4, City of Covina
• Devil’s Gate, Richardson Tunnel Pump Station and Reservoir, Pasadena Water and Power • Well 11 Equipping, Pico Water District
• Reservoir No. 1 Chloramination System, Valencia Heights Water Company Select Wastewater Experience
• East End Avenue NRW Line Flowmeter Upgrades, IEUA
• La Canada Fire Station No. 82 Sewer Lift Station
• College Park East Sewer Main Replacement, City of Seal Beach • Pepperdine University, Campus Wastewater Flow Analysis and Water Availability Study • Del Mar Avenue Sewer and Street Reconstruction, City of San Gabriel • Phase I, II and III Sewer Improvements, City of South El Monte • Priority Sewer Project No. 72, City of Garden Grove

3.A.5.b
Packet Pg. 207 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 8
Select Stormwater Experience
• Plant 109 Storm Drain Design, Suburban Water Systems
• Corak Street Storm Drain Water Relocations, Valley County Water District • Storm Drain and Street Standard Plans, City of La Verne • Jet Propulsion Laboratory, Building 230, Drainage Plan • Reservoir Drainage Study, Suburban Water Systems
Gretel Ochoa-Nhac, PE | Task Leader for Hydrology/Hydraulics Modeling and Planning Expertise = Water & Wastewater
Education: M.S., Civil Engineering, Emphasis in Transp. Engineering, CAL State Polytechnic University, 2015 | B.S., Civil Engineering, CAL State Polytechnic University, 2012 Registration: Professional Civil Engineer, California No. 91903 | Water Audit Validator Certified, CaliforniaNevada Section, American Water Works Association (AWWA) Gretel has 9+ years (7+ with Civiltec) of experience in civil engineering. Her modeling experience includes developing new system computer models, updating existing models, calibrating models, troubleshooting models, and creating operational scenarios, steady state, simulations models, and capital improvement project impact models. In addition, she routinely creates extended period scenarios, produces fire flow results, and provides future system modeling results that ultimately help create capital improvement projects that benefit the client’s water system, including more than 300 modeling for Santa Clarita Valley Water Agency. Her experience includes water modeling/analysis using InfoWater and ArcMap. She prepares technical memos, water master plans and other reports and calculations. She understands the importance of working together with the team to produce a great product, on time. Software expertise includes AutoCAD/Civil3D, ArcGIS, InfoWater, and Global Mapper.

Gretel has been involved in modeling more than 50 water systems.

Select Water Experience
• East Side Well Temporary TCP Treatment System, City of Chino • Palomar Booster Station, Hi Desert Water District
• 2017 Water Master Plan, San Antonio Water Company
• PFAS Cost Benefit Analysis, La Habra Heights County Water District • Recycled Water Reservoir and Booster Pump Stations, Rose Hills Company • District Wall Map, La Puente Valley County Water District • FY 2020-2021 Water Audits & Validations, City of Compton • 2020 Water Audit and Validation, City of Covina
• Hydraulic Assessment-Speedway Commerce Center II, SGVWC • 2022 Water Master Plan, La Habra Heights County Water District • Blackhall Studios Planning Phase, Santa Clarita Valley Water Agency • 2021 Emergency Response Plan, City of La Verne
• Risk and Resilience Assessment, City of La Verne
• On-Call Hydraulic Modeling Support, Santa Clarita Valley Water Agency • Rio Hondo Community College Water System Study, SGVWC • 2020 Water Master Plan Update, City of Brea
• PUC Triumph Charter Academy Storm Drain Revisions

3.A.5.b
Packet Pg. 208 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 9
Select Wastewater Experience
• Harbor Alley Sewer and Street Replacement, City of Fullerton • Hamby Park Sewer Improvements, City of Monrovia
• Del Mar Avenue Sewer and Street Reconstruction, City of San Gabriel • San Gabriel Boulevard Sewer Upgrades, City of San Gabriel • Lawrence-Santa Fe Sewer Improvements & Street Reconstruction, City of Fullerton • Sewer Master Plan, City of La Verne
• California Department of Corrections and Rehabilitation, Centinela State Prison Wastewater Treatment Plant Toxicity Study
Octavio Solorza, QSD/P, CPESC | Task Leader for Stormwater Expertise = Stormwater & Civil/Site
Education: B.S., Civil Engineering, California State Polytechnic University Pomona, 1986 Certifications: Qualified SWPPP Developer/ Practitioner (QSD/P), No. 23025 | Certified Professional in Erosion and Sediment Control (CPESC), No. 6958
Octavio has 36+ years (33+ with Civiltec) of engineering experience and is a Partner in the firm. He has an extensive background in general civil engineering including site improvement design for educational facilities, religious facilities, federal design-build projects, water system facilities, and private land development projects, which includes commercial centers and residential developments. Octavio is an expert in the preparation and processing of grading and drainage concepts and plans, water pollution control plans, street improvement plans, storm drain plans, sewer plans, water plans, street lighting plans, technical studies, hydrology studies and hydraulic calculations, and computer modeling of systems.

Octavio is familiar with the current Municipal Separate Storm Sewer Systems (MS4s) and Industrial General Permit requirements and has extensive experience implementing the National Pollutant Discharge Elimination System (NPDES) requirements in various forms, including conforming to the requirements of the Standard Urban Stormwater Mitigation Plan (SUSMP) and Water Quality Management Plans (WQMP). As a certified QSD/P he has assisted public agencies with implementing the requirements of the Construction General Permit for capital improvement program projects, site improvement projects and linear underground and overhead projects, including preparation of SWPPPs.

Select Water Experience
• Well 49 Equipping, Cucamonga Valley Water District
• Apple Valley Well No. 35 Building and Equipping, Liberty Utilities • Palomar Booster Station, Hi Desert Water District
• West Garden Grove Supplemental Transmission and Sewer Main, City of Garden Grove • Well 22 Piping Modifications, City of Corona
• Well No.16 Project, San Gabriel Valley Water District • Well No. 9 Rehabilitation, La Habra Heights County Water District • Recycled Water Reservoir and Distribution Pipeline, Forest Lawn Memorial Park Association • Carbon Canyon Pipeline Update, City of Brea
• Duarte Small Mains Replacement, California American Water Select Wastewater Experience
• Renaissance Water System Study, Fontana Water Company • 8th Street Sewer and Pier Pump Station, City of Seal Beach

3.A.5.b
Packet Pg. 209 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 10
• Hamby Park Sewer Improvements, City of Monrovia
• Phase I (Fawcett Avenue) Sewer Improvements, City of South El Monte • World Oil Recycling Sewer Reconstruction
• Sixth Avenue Sewer Capacity Improvements, City of Arcadia • Priority Sewer Project No. 72, City of Garden Grove
• Marshall Canyon Reservoir Sewer Line, Grinder Facility and Power Supply • Rowland Water District's Nogales Street Grade Separation Sewer Discharge Piping Plan • Pitchess Detention Center - North County Correctional Facility, Corroded Pipe Replacement Select Stormwater Experience
• AZ Crossing Drainage Improvements at Beach Club Road
• Oakglade Reservoir Storm Drain Pipeline, City of Monrovia • Plant 109 Storm Drain Design, Suburban Water Systems
• Fire Station No. 5 Drainage Study, City of Fullerton
• PUC Valley Campus, Storm Drain Revisions
• Pickens Canyon Reservoir, Drainage Remediation, Crescenta Valley Water District • ESFP Drainage/Paving Plans, SCVW Regional
• San Antonio Spreading Grounds, Berm Repair and Reconstruction, Pomona Valley Protective Association
• Menifee Unified School District Middle School No. 4, Stormwater Management and Civil/Site Imps. • Chino High School Site Reconstruction and Storm Drain • University of California, Riverside Track and Field Replacement and Storm Drain • Duarte High School, Football Stadium Upgrades and Storm Drain • Fedde Middle School, Sports Complex and Storm Drain
• Adelanto High School and Storm Drain
• Jurupa Hills High School and Storm Drain
• Silverado High School, Ninth Grade Campus and Sports Complex and Storm Drain • Yorba Linda High School and Storm Drain
• Monte Vista Middle School, Lunch Shelters, Drainage Plan • Lakeview Leadership Academy (Middle School) and Storm Drain E. Chris Duncan, PLS | Task Leader for Survey, Mapping, Legals & Easements Expertise = Surveying & Mapping
Education: Extension Courses, Field Surveying, California State University of Los Angeles Registration: Professional Land Surveying California No. 7745 Chris has been an active field and office land surveyor for 39+ years (9+ with Civiltec). He has performed all aspects of surveying throughout California and Arizona, including construction staking, boundary surveys, control surveys and topographic surveys. He excels at major hillside subdivision work and is a member of the American Congress on Surveying and Mapping and National Society of Professional Engineers. Chris’ software/equipment experience includes GPS, Total Station and Trimble VRS RTX GPS.

Select Water Experience (Riverside/San Bernardino County) • Chino II Desalter Decarbonator Modifications, Chino Basin Desalter Authority • Chino Hills Well No. 15B Treatment, City of Chino Hills

3.A.5.b
Packet Pg. 210 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 11
• Well 49 Equipping, Cucamonga Valley Water District
• Apple Valley Well No. 35 Building and Equipping, Liberty Utilities • Plant F44 Reservoir Civil and Mechanical Upgrades, SGVWC • Palomar Booster Station, Hi Desert Water District
• Detroit Street Waterline Replacement, City of Norco
• Plant F58 Sierra Avenue Transmission Main, SGVWC
• Campus Avenue 8-inch Pipeline, San Antonio Water Company • Lincoln, Washington, Telephone and Monte Vista Avenues Water Main Replacements, City of Chino • Frankish Tunnel Pipeline Extension Reservoir No. 1, San Antonio Water Company Select Wastewater Experience
• Hillside Sewer Mainline Replacement, City of Norco
• East End Avenue NRW Line Flowmeter Upgrades, IEUA
• Victoria Lift Station No. 1 Rehabilitation, Laguna Beach Water Quality Department • Story Park and Mansfield Place Lift Station Replacements, City of Alhambra • Lift Station No. 4 and Force Main Replacement, City of Alhambra • La Canada Fire Station No. 82 Sewer Lift Station
• Lawrence – Santa Fe Sewer Improvements, City of Fullerton • Gateway Water and Sewer Pipelines, City of Garden Grove • West Garden Grove Supplemental Transmission Main and Sewer Line, City of Garden Grove • Harbor Alley Sewer and Street Replacement, City of Fullerton Select Stormwater Experience
• AZ Crossing Drainage Improvements at Beach Club Road
• Plant 109 Storm Drain Design, Suburban Water Systems
• Menifee Unified School District Middle School No. 4, Stormwater Management and Civil/Site Design • Chino High School Site Reconstruction and Stormwater Management Stephen “Sky” Younger, PE | Electrical/Controls Engineering Expertise = Water & Wastewater
Education: B.S., Electrical Engineering, University of Nebraska, Lincoln, 1978 Registration: Professional Electrical Engineer California No. E16176 Sky has 43+ years (3+ years with Civiltec) of electrical engineering experience. He specializes in solar, water/wastewater treatment systems, semiconductor fabrication plants, hospitals, high tech laboratories, and power plants. His water/wastewater knowledge includes electrical and control system design for replacement and refurbishments for a variety of pump stations, wells, treatment facilities and above and below ground reservoirs of various sizes. Projects have typically included design and construction oversight for the electric motor, motor control center equipped with variable frequency drives (VFD), communication controls (i.e., radio), coordination with local electrical service providers to attain the appropriate permits and service installation, design, or extension of service conduits to bring power to the site, and telemetry and controls equipment. Electrical improvements at treatment plants/facilities have included replacement of programmable logic controls (PLC) to communicate with a city or water district SCADA system.

Sky also possesses the understanding and knowledge of negotiating and executing large master service agreements with outside engineering firms and approving work orders up to one million dollars. His

3.A.5.b
Packet Pg. 211 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 12
widespread knowledge and ability to take on large and small projects makes him an excellent asset to the team.

Select Water Experience
• Chino II Desalter Decarbonator Modifications, Chino Basin Desalter Authority • Amethyst Road Turnout No. 5 Water Pipeline and Metering Facility, City of Victorville • Well 22 Piping Modifications, City of Corona
• Tesoro Highlands Water Tank and Pump Station, Newport Pacific Land Company • Rancho La Merced Pump Station Electrical Controls Upgrade, City of Covina • Well No. 11 Pump and Vibrating Flow Pump, San Gabriel County Water District • Four Grade Separation Pump Station Upgrade, City of Industry • Brasada Homes Reservoir and Pump Station
• Lamanda Park Booster Pump Station, California American Water • Forest Lawn Recycled Water Reservoir & Distribution Pipeline, Forest Lawn Memorial Park Association
• Industry Business Center Recycle Water Reservoir, Walnut Valley Water District • Durward Well Developing & Equipping, Walnut Valley Water District • Wadsworth Well TCP Treatment Plant, Pasadena Water & Power • Miragrand Well Equipping, Three Valleys Municipal Water District • Crownhaven Well Replacement and PFAS Treatment System, California American Water • Well No. 11, Pump and Vibrating Flow Pump, San Gabriel County Water District • Well Nos. 2 and 5, Electrical Analysis, La Puente Valley County Water District • Fullerton Well No. 9, Electrical Improvements
Select Wastewater Experience
• Twin Pops-pH Wastewater Management System
• East End Avenue NRW Line Flowmeter Upgrades, IEUA
• Lift Station No. 4 and Force Main Replacement, City of Alhambra • Afflerbaugh and Paige Wastewater Treatment System Demonstration Project, City of La Verne • Donald C. Tillman Reclamation Plant Ozone Demonstration Project, City of Los Angeles • Story Park and Mansfield Place Lift Station Replacements, City of Alhambra • Victoria Lift Station No. 1 Rehabilitation, Laguna Beach Water Quality Department Select Stormwater Experience
• Kaiser Permanente, Storm Drain Pump System

3.A.5.b
Packet Pg. 212 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 13
Steven Walker, PE | Treatment Lead
Expertise = Water & Wastewater
Education: B.S., Environmental Engineering, University of Florida, 1999 Registration: Professional Civil Engineer, California No. 86693 Steven has 22+ years (1+ years with Civiltec) of experience in all aspects of planning, design, and construction oversight of municipal water systems. His experience includes treatment, conveyance, pumping and storage systems. His planning experience includes computerized hydraulic modeling and construction cost estimates of present and future system needs. His background in construction oversight and startup and testing of pumping systems brings the added value of being able to aid in trouble shooting anomalous operational difficulties.

Select Water Experience
• Chino II Desalter Decarbonator Modifications, Chino Basin Desalter Authority • Plant F58 Sierra Avenue Transmission Main, SGVWC
• Recycled Water Reservoir and Booster Pump Stations, Rose Hills Company • Wadsworth Groundwater Treatment Plant, Pasadena Water & Power • PFAS Cost Benefit Analysis, La Habra Heights County Water District • Well No. 8 PFAS Ion Exchange (IX) Treatment Plant
• Crownhaven Well Replacement and PFAS Treatment System, California American Water • Wadsworth Well TCP Treatment Plant, Pasadena Water & Power • Catalina Island Water System Operation and Maintenance Plan, Southern California Edison (SCE) • Wheeler Reservoir Chloramination Station Operation and Maintenance Plan, City of La Verne • Annandale Reservoir Slope Stabilization, Pasadena Water & Power • Behner Plant, Explorer Well, Treatment System and Raw Water Pipelines • Industry Business Center Recycle Water Reservoir, Walnut Valley Water District • Maine Booster Pump Station Improvements, Valley County Water District • Forest Lawn Recycled Water Reservoir & Distribution Pipeline, Forest Lawn Memorial-Park Association
• Irvine Lake Spillway Peer Review Phase 1, Serrano Water District • Miragrand Well Equipping, Three Valleys Municipal Water District • Glendora Pipeline Condition Assessment Segment 1, San Gabriel Valley Municipal Water District • Explorer Well and Behner Plant
• Garfield Replacement Well, Pasadena Water & Power
Select Wastewater Experience
• Nongshim Plant #1 Flow Evaluation
• East End Avenue NRW Line Flowmeter Upgrades, IEUA
• Perchloroethylene (PCE) Removal Facilities, Amarillo Mutual Water Company • Lift Station No. 4 and Force Main Replacement, City of Alhambra • Donald C. Tillman Reclamation Plant Ozone Demonstration Project, City of Los Angeles • Secondary Clarifier Aerobic Digest, Kachina Village Improvement District

3.A.5.b
Packet Pg. 213 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 14
Sanjay Kumar Verma, PE | Structural Lead
Expertise = Water & Wastewater
Education: B.S., Civil Engineering, Birsa Institute of Technology, Jharkhand, India, 1990 Registration: Professional Civil Engineer, California No. 68635 Sanjay has 31+ years (recently joined Civiltec) of engineering experience. He brings a wealth of world engineering skills and specializes in civil and structural design of projects big and small as well as construction management. His vast knowledge includes water and wastewater plants, storage tanks, pipelines, pump stations, reservoirs, renewable energy facilities, LNG, seismic and wind analysis, structural analysis, roadways, and paving, grading and drainage site design. Projects have included reviews and preparatory design plans, calculations, specifications, cost estimation, procurement support, construction phase support, and client, contractor and subconsultant coordination. Structural experience includes evaluation and retrofit design of existing plant structures and foundations, pre-stressed and post-tensioned structural design, load calculations, new structure analysis and design, steel structure seismic detailing, and various equipment foundation designs.

Select Water Experience
• Amethyst Road Turnout No. 5 Water Pipeline and Metering Facility, City of Victorville • Well 22 Piping Modifications, City of Corona
• Annandale Reservoir Slope Stabilization, Pasadena Water & Power • Copelin Well Building Structural Evaluation, Pasadena Water & Power • Wellfield Electrical Upgrade, City of Monrovia
• Arovista & Country Hills Park New Switch Gear Boxes, City of Brea • Behner Plant, Explorer Well, Treatment System and Raw Water Pipelines • Skyline Ranch Tanks Redesign, Santa Clarita Valley Water Agency • Four Grade Separation Pump Station Upgrade, City of Industry • Plant B28 Booster Station Building, SGVWC
• Tesoro Highlands Water Tank and Pump Station
• Sand Canyon Plaza Pump Station, Santa Clarita Valley Water Agency • Miragrand Well Equipping, Three Valleys Municipal Water District • Wadsworth Well TCP Treatment Plant, Pasadena Water & Power • Durward Well Developing & Equipping, Puente Basin Water Agency • Plant 128 Reservoir and Electrical Replacement, Suburban Water Systems • Deane Zone 1.7 Million Gallon (MG) Tank Design, Santa Clarita Valley Water Agency • Recycled Water Reservoir and Booster Pump Stations, Rose Hills Company • Tank 1-4 Recoating Project, Valencia Heights Water Company • Don Benito Tank 1 & 2 Rehabilitation Evaluation, Pasadena Water & Power • San Dimas Hydro 24-inch Butterfly Valve Replacement, San Gabriel Valley Municipal Water District • Flow Control Structure 30-inch Ball Valve Replacement, San Gabriel Valley Municipal Water District Select Wastewater Experience
• East End Avenue NRW Line Flowmeter Upgrades, IEUA
• Secondary Clarifier Aerobic Digest, Kachina Village Improvement District • PCE Removal Facilities, Amarillo Mutual Water Company

3.A.5.b
Packet Pg. 214 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 15

FIRM QUALIFICATIONS
Developing strong working relationships with our clients is part of Civiltec’s mission and vision, which is to focus on professional development, building synergy and strategic growth. Repeat client work represents 85% of our workload. Projects range in size and the majority have included multi-agency coordination under on-call type contracts. This successful experience demonstrates our ability to deliver projects with complete client satisfaction.

Civiltec is accustomed to working on projects with a wide range of scopes and phases. Throughout the last 5 years, we averaged 147 new projects annually in California. A large portion of this experience comes from serving as city/district utility engineer or through on-call/annual service type contracts.

The consistent renewal of these contracts is proof of our dedication to quality, timely projects and customer service and satisfaction. We look forward to continuing delivering top-quality service to the City.

Civiltec’s On-call, As-Needed Type Experience with Key Team Members Proposed

3.A.5.b
Packet Pg. 215 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 16
Select Water References
Treatment
Bluff Street Treatment Plant Upgrades
Owner: City of Norco
Reference: Chad Blais | [email protected] | 951.270.5678 Dates: June 2017 to October 2019
Key Team Members: Shem Hawes (PM) | David Byrum (PIC)
As part of the expansion of the existing 1,000
gallons per minute (gpm) arsenic, iron and
manganese treatment system to a 4,000 gpm,
Civiltec designed basic site civil improvements,
piping configurations, chemical dosing
equipment, backwash supply pumping,
modification of the backwash storage tanks,
backwash recovery pumping, a sludge discharge
connection and treatment system improvements
at the existing treatment site.

The electrical power facilities supported
operation of the existing and new arsenic, iron
and manganese removal system including the
systems and instruments. A new liquid chemical
system (sodium hypochlorite, sulfuric acid,
sodium hydroxide, ferric chloride) was designed
under a new canopy and included the chemical
metering pumps to dose chemicals to the
treatment system and new chemical storage
tanks having the adequate capacity to store a
minimum of 2 weeks of chemical under
maximum flow conditions. California
Environmental Quality Act (CEQA) and
supporting documents were prepared and filed
with the county and state.

Well No. 12 Arsenic Water Treatment
Owner: City of Santa Fe Springs
Reference: Noe Negrete | [email protected] | 562.868.0511
Dates: August 2016 to June 2018
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Gretel Ochoa-Nhac (PE) | Chris Duncan (S)
Civiltec designed a new iron, manganese,
hydrogen sulfide and color removal water
treatment system for Well No. 12. This well can
produce groundwater at 2,000 gpm; however,
the well was inoperable due to high
concentrations of arsenic, iron, manganese,
hydrogen sulfide and color, all of which exceed
the maximum contaminant levels (MCLs)
established by the Division of Drinking Water
(DDW) under the California State Water
Resources Control Board (SWRCB).

Chino Desalter Air Stripper
Owner: Chino Basin Desalter Authority
Reference: Tom O’Neil | [email protected] |
909.218.3729
Dates: August 2018 to April 2021
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Chris Duncan (S) | Sky Younger (PEE) | Steven Walker (PE) To comply with Cleanup and Abatement Order
(CAO), Remedial Action Plan (RAP) and DDW
standards, the existing decarbonation system

3.A.5.b
Packet Pg. 216 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 17
was modified with an air stripper system to
remove Trichloroethene (TCE) from the
groundwater treated at the Chino Desalter
Authority Desalter II Treatment Plant in Mira
Loma. Civiltec evaluated the existing treatment
process in relation to TCE removal, as well as
determined and designed the necessary
modifications to the system to achieve removal of
TCE via air stripping to an effluent concentration
that meets the requirements of the CAO, RAP and
state and Federal drinking water standards. The
improvements at the plant replaced the existing
decarbonator towers and install three new air
stripping towers with a new slab foundation. The
maximum capacity for two of the air strippers is
8,680 gpm, since only a minimum of two air
strippers are required to remove TCE.

Civiltec’s design phase included site
reconnaissance, field investigation and
potholing; water and air quality calculations and
evaluation; treatment process analysis and
design; geotechnical investigation;
constructability analysis; project phasing
planning to maintain existing plant operation
throughout construction; preparation of
construction drawings, specifications, and
estimates; regulatory permitting assistance with
South Coast Air Quality Management District and
DDW; and engineering services throughout the
bidding and construction process.

Baldwin Park Plant B6 1,4-Dioxane
Removal System
Owner: SGVWC
Reference: Matt Yucelen | [email protected] |
909.822.2201
Dates: January 2019 to December 2019
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Sky Younger (PEE)
Civiltec to design improvements to incorporate a
new Trojan UV Flex treatment system to remove
1,4-dioxane and N-Nitrosodimethylamine
(NDMA) at the Plant B6 Groundwater Treatment
Facility. This project included a hydraulic
analysis and design of basic site civil
improvements, piping configurations, structural
upgrades, mechanical improvements such as
HVAC in the existing ISEP building and electrical
modifications. The system has the capacity to
treat 3,900 gpm. The existing building was also
evaluated to ensure it meets current building
codes and seismic requirements.

Phase I installed one of the two ultraviolet (UV)
chambers used for demonstration purposes
while the existing low-pressure UV system will
serve as a redundant and permitted treatment
system. Once the full-scale demonstration
receives DDW approval, Phase II will proceed
with installation of the second UV chamber and
bypassing and decommissioning of the existing
low-pressure UV System. Booster pumping will
no longer be necessary because the pressurized
UV FLEX System can flow to the on-site storage
reservoirs by motive force through the existing
air stripper effluent booster pump station.

The proposed TUVF treatment system has a
much smaller footprint than the existing lowpressure UV system and will be easier to maintain. However, the proposed improvements
will result in a decrease in head loss and a loss of
back pressure through the system. To remedy
this, Civiltec recommended installation of a
gooseneck to maintain the back pressure
required for submergence of the IX nitrate
removal and TUVF Systems.

3.A.5.b
Packet Pg. 217 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 18
Nitrate Treatment for Wells 11 & 12
Owner: Sunny Slope Water Company
Reference: Ken Tcheng | [email protected] | 626.287.5238
Dates: October 2015 to November 2017
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Chris Duncan (S)
A portion of VOC treated flow (up to 350 gpm)
with high nitrate concentration from either Well
Nos. 11 or 12 is discharged into the nitrate
treatment system using a valve. The nitrate
treated water is then brought back downstream
of the valve to blend with bypassed water. The
nitrate treated water and bypass water is then
combined into a 16-inch pipeline that discharges
blended water into a reservoir for further
blending with other sources before pumping to
the distribution system. Samples are collected
from well sources, after nitrate treatment, from
combined flow at 16-inch pipeline and from the
reservoir to analyze nitrate and monitor levels.

The existing SCADA system is used to monitor
and control the blending ratio. A nitrate blending
and monitoring plan was prepared to revise the
water supply permit from DDW.

Pump Stations
Tesoro Highlands Water Tank and Pump
Station
Owner: Newport Pacific Land Company
Reference: Barry Gross | [email protected] | 949.945.2558 Dates: January 2020 to February 2022
Key Team Members: David Byrum (PIC) | David Song (PM) | Sky Younger (PEE) | Sanjay Verma (SE)
Civiltec is designing a new 1,100 gpm capacity
pump station (3 pumps) and a new set of 1.2 MG
steel tanks for the Tesoro Highlands
development. The development will be located
within the Newhall District of Santa Clarita Valley
Water Agency service boundary. This project
includes a waiver approval with DDW’s sanitary
engineer for the tanks.

Palomar Booster Station
Owner: Hi Desert Water District
Reference: Duane Trammell (Layne Christensen Const.) |
[email protected] | 480.895.9336
Dates: September 2017 to May 2018
Key Team Members: David Byrum (PIC) | David Song (PM) | Gretel Ochoa-Nhac (PE) | Octavio Solorza (SW) |
Chris Duncan (S)
Under a design-build contract, Civiltec analyzed
the existing Palomar Booster Pump Station,
provided recommendations for replacement in a
technical memorandum and completed final
design. Final design included the following.
• Three 50-horsepower (HP) motors and
pumps, 350 gpm each, 365 feet TDH two
duty, one stand-by
• Steel pump cans, ML&C steel discharge and
suction piping
• Isolation gate valves, spring assisted check
valves, hydraulic surge anticipator valve
• 6-inch-thick building slab with steel
reinforcement, 3,500 pounds per square inch
(psi) concrete
• 8-inch slump stone block wall building, tan
color

3.A.5.b
Packet Pg. 218 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 19
• Wood truss roof with asphalt shingles
• Floor drains
• Two access man doors, skylights for pump
access, intrusion switches on openings
• Manual and thermostat-controlled exhaust
fans with wall louvers
• Building LED lighting and receptacles
• Pole mounted transformer
• Exterior, wall mounted electrical meter
section
• Motor control center with high temperature
VFDs
• Relocation of existing remote terminal unit
(RTU) panel to interior of building with
uninterruptible power supply (UPS)
• Relocation of generator connectors and
transfer switch on exterior
• Power distribution panel for 120-volt feeds
• Pressure transducers for monitoring
• Low/high pressure switches for pump
protection
• New meter vault and lid
• Site fencing and paving improvements
Reservoirs
Plant F44 Reservoir Civil and Mechanical
Upgrades
Owner: SGVWC
Reference: Kristofer Olsen, PE | [email protected] | 909.201.7346
Dates: January 2020 to April 2021
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Octavio Solorza (SW) | Chris Duncan (S)
Civiltec designed detailed site civil and
mechanical below-grade piping design,
landscape architectural and electrical site
lighting design improvements for a new
reservoir and an infiltration pond Plant F44
Treatment Plant. The expansion of the site allows
for additional reservoir and treatment facilities
to add to existing water infrastructure facilities.

The project included boundary and topographic
survey; preparation of tentative and final parcel
maps; design of power distribution for site
lighting, site improvements and future reservoir;
site grading and improvement, yard
piping/lighting, fencing, etc.; hydrology and
hydraulics study to prepare a preliminary and
final WQMP and SWPPP; street improvement
plans; and construction support including bid
document preparation, securing permits, and
executing the plan check process.

Industry Business Center Recycle Water
Reservoir
Owner: Walnut Valley Water District
Reference: Name | email | phone
Dates: April 2019 to May 2022
Key Team Members: David Byrum (PIC) | David Song (PM) | Octavio Solorza (SW) | Chris Duncan (S) | Sky Younger (PEE) | Steven Walker (PE)
This project includes a new 2.0-MG recycled
water reservoir within the future Industry
Business Center development. The development
is located on the east side of Grand Avenue and
north of the 60 Freeway in the City of Industry.

The proposed reservoir site, located on the east
side of the development, was previously rough
graded with an approximate 190-foot diameter
circular pad and a paved access road constructed
up to the pad. The 32-foot-high tank shell is
welded steel with an aluminum dome roof.

Civiltec prepared a PDR and full construction
documents for reservoir construction, reservoir
coating system, site improvements, electrical and
SCADA controls, inlet/outlet piping, overflow
piping, reservoir drain, access hatches, vents,
access ladders, stairway, and manways. The tank
is designed in accordance with AWWA D100-11.

Additionally, support services will be provided
during the bidding and construction phases.

A new electrical service was required to supply
electrical power to the site via the City of
Industry Public Utilities Commission (IPUC). The
existing electrical service conduit installed in the
slope was extended to bring power to the site.

Power was provided for site lighting, security
(intrusion switches/cameras), instrumentation,
telemetry, and controls equipment. A new
programable logic control (PLC) based SCADA
terminal communicates with the District’s
SCADA system via wireless radio link. A mast
mounted antenna was installed on the top of the
new tank, and the reservoir SCADA components
specifications and input/output data signals
were coordinated with the SCADA consultant.

3.A.5.b
Packet Pg. 219 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 20
Wells
Miragrand Well Equipping
Owner: Three Valleys Municipal Water District
Reference: Ben Peralta Jr., PE | [email protected] |
909.621.5568
Dates: September 2020 to April 2022
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Chris Duncan (S) | Sky Younger (PEE) | Steven Walker (PE) | Sanjay Verma (SE)
Civiltec was selected by Three Valleys Municipal
Water District to equip the Migrand Well through
conception and civil, mechanical, and electrical
design to increase groundwater extraction
capabilities within the Six Basins to utilize both
production rights and storage/recovery account
to supplement the Miramar Water Treatment
Plant’s water supply. This project consisted of
options for disinfection (chloramination),
proposing piping to connect the Miragrand Well
to the existing Grand Avenue Well piping stubout on Miramar Avenue, PDR detailing the most convenient, cost-efficient location of the
proposed well and appurtenant equipment,
including pipeline alignment and electrical
conduits. Another element of the project was the
utilization of above-grade discharge piping from
the well sized to deliver 700-gpm. to the
combined filter effluent chamber and/or one of
the 8 MG reservoirs on the Miramar site. This
200-HP electric motor well design was
completed in two months.

Crownhaven Well Replacement and PFAS
Treatment System
Owner: California American Water
Reference: Dante Alday, PE | [email protected] |
856.727.6138
Dates: June 2020 to December 2022
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | David Song (PE) | Chris Duncan (S) | Sky Younger (PEE) | Steven Walker (PE)
The first phase of this project identified design
criteria to provide a PFAS IX removal system,
estimated the well’s hydraulic system curve with
the integration of the PFAS treatment system and
support equipment, evaluated pump
replacement requirements to increase well
capacity to 1,800 gpm, evaluated the feasibility of
integrating a PFAS treatment system at the well
site, determined upsizing requirements of the
disinfection system to meet the increased well
flow capacity, determined the required
modifications to the electrical system, and
provided preliminary layouts of the integration
of PFAS removal equipment.

Civiltec will build upon the existing plans
(prepared by another consultant) to incorporate
the PFAS IX removal system, design a well pump
to provide 1,800 gpm flow capacity, obtain
permitting and provide construction
administration for a new well. The project also
includes installation of a discharge to waste
pipeline, upgrade to the mechanical, electrical,
and chemical feed system, and abandonment of
the existing well.

Meter/Turnout & Pipelines
Amethyst Road Water Turnout Pipeline
and Mojave Turnout 5 (T5) Metering
Station
Owner: City of Victorville
Reference: Victor J. Fajardo, PE | [email protected] | 760.955.5085
Dates: August 2017 to October 2020
Key Team Members: David Byrum (PIC) | David Song (PM) | Sky Younger (PEE)
Civiltec designed T5, the largest of the three
turnouts and the Amethyst Road Water Pipeline.

T5 is planned to import 2.9 million gallons per
day (MGD) (3,248 FY) in Phase 1 and 6.1 MGD in
Phase 2 (total of 9 MGD) out of 14 MGD through
this interconnection. T5 is within existing public
right-of-way on Mesa Street between Mesa
Avenue and Amethyst Road. A new magnetic
flowmeter control panel is adjacent to the
flowmeter masonry building that includes the
power and control functionality required by the
new flowmeter project.

Power for the flowmeter control panel is from
SCE new 120/240-volt single phase service
adjacent to one of the SCE power poles on the
Mesa Road. The new flowmeter control panel is
an Allen Bradley Compact Logix controller,
redundant 24-volt power supplies, UPS, digital
input card for sampler status and an air
conditioner. The new flowmeter control panel is
integrated with Mojave Water Authority’s
existing SCADA system and communicates with
Victorville’s SCADA system.

3.A.5.b
Packet Pg. 220 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 21
Amethyst Road water pipeline is approximately
2 miles of 24-inch pipeline (5,425 linear feet)
within available existing right-of-way along
Amethyst Road from T5 on Mesa Road to the
District’s pumping station at Sycamore Street
and Amethyst Road. Civiltec is completing a
hydraulic analysis to determine the required
pipeline size, an alignment analysis, utility
coordination/relocation and project stakeholder
coordination. Permit coordination includes the
SWRCB, U.S. Army Corps of Engineers, State Fish
and Game, and San Bernardino County.

Plant F58 Sierra Ave. Transmission Main
Owner: SGVWC
Reference: Name | email | phone
Dates: September 2020 to January 2021
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | David Song (PE) | Chris Duncan (S) | Steven Walker (PE) Civiltec designed approximately 12,000 linear
feet of new 24-inch transmission main from Plant
F58 in Rialto to the intersection of Sierra Avenue
and the I-15 Freeway in Fontana. Services
included surveying and mapping, utilities
research, potholing, and transmission main
design. This project is in a major traffic corridor
with numerous utilities, including a highpressure natural gas line.

Water Main and PRV Station
Replacements
Owner: City of Brea
Reference: Michael Ho, PE | [email protected] |
714.990.7667
Dates: February 2019 to August 2021
Key Team Members: David Byrum (PIC) | David Song (PM) | Gretel Ochoa-Nhac (PE) | Chris Duncan (S) | Sanjay Verma (SE) Civiltec designed approximately 26,000 linear
feet of water main replacements split into four
separate plan, specification, and cost estimate
packages for construction bidding. Funding
sources for this project are predominately from
the 420 Water Fund with a portion also coming
from the 220 Gas Tax Fund.

These projects at North Hills West (Project 1),
North Hills East (Project 2), Pleasant Hills
(Project 3), and Steele Drive (Project 4) also
included pressure reducing station evaluation
and design, street improvements, fire hydrants,
valves, services, pavement rehabilitation,
sidewalk, curb, and gutter ADA (Americans with
Disabilities Act) compliance, and signage and
striping. Design and engineering services include
utility research and notification, topographic
survey, hydraulic water modeling and analysis,
potholing, geotechnical review, soil corrosivity
analysis and bidding/construction support
services. Project 1 also included sewer
rehabilitation.

Within this Pressure Zone customers complained
of low pressures (40 psi range) at the upper end
of the zone near the two pressure reducing valves
north and northeast of Wardman and Ethelinda.

There was also a main break at the bottom of the
zone near Central and Steele (90 psi range). A
temporary fix of closing the valve at Steele and
Wardman was implemented. Along with the
analysis of the hydraulic model, the pressure
reducing valves were recommended to introduce
new valves to improve the pressure ranges on
the Pleasant Hills, Steele Drive (2), and North
Hills East projects. Additionally, all existing
pressure reducing stations within the projects
were replaced utilizing the Brea’s standard detail
for pressure relief valves within an underground
vault.

Planning
2020 Water Master Plan Update
Owner: City of Brea
Reference: Michael Ho, PE | [email protected] |
714.990.7667
Dates: August 2019 to July 2021
Key Team Members: Shem Hawes (PE) | David Byrum (PIC) | David Song (PM) | Gretel Ochoa-Nhac (PE)
Brea encompasses 12.1 square miles of
residential, commercial, industrial, and some
agriculture and oil producing land. Brea owns
and operates their potable water system within
the city’s boundaries and Sphere of Influence
(SOI). Due to the lack of potable groundwater in
Brea, the majority of the water supply comes
from two wholesale water producers, the
California Domestic Water Company (CDWC) and
Municipal Water District of Orange County
(MWDOC).

The 2009 Water Master Plan Update was limited
to the existing water distribution system, its SOI,
and existing water demands. The 2021 Water

3.A.5.b
Packet Pg. 221 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 22
Master Plan was needed to address planned
developments and associated demands defined
by zoning, the General Plan, and Traffic Analysis
Zone areas. Civiltec completed a supply analysis,
demand analysis, and updated the hydraulic
model. Following the completion of model
calibration and analysis, the project team
investigated system issues, performed “stresstests” on the system, and addressed issues or concerns of staff involved in the operation of the
water system. A complete list of potential capital
improvement program projects was developed
along with a cost benefit analysis and projects
prioritized.

Drought Contingency Plan
Owner: EVMWD
Reference: Jesus Gastelum | [email protected] |
951.674.3146 x 8399
Dates: June 2016 to June 2017
Key Team Members: Shem Hawes (PM) | David Byrum (PIC)
EVMWD is in the western portion of Riverside
County and provides water supply and
wastewater collection services to approximately
148,587 residential customers and 3,767
institutional, commercial and industrial users in
the cities of Lake Elsinore, Canyon Lake,
Wildomar, parts of Murrieta, Corona,
unincorporated areas of Riverside County, and
the Temescal System. The three primary sources
of water supply include local groundwater, local
surface water and imported water obtained via
the California State Water Project and Colorado
River Aqueduct. EVMWD faced several
challenges that stemmed from its reliance on
imported water and limited local groundwater
resources.

The SWRCB officials require all water purveyor
to implement a water conservation program that
results in a 30% reduction of water consumption.

Civiltec prepared a Drought Contingency Plan to
describe objectives in a single resource, the
conditions that constitute a water shortage
emergency, drought monitoring, vulnerability
assessment, mitigation actions, response actions,
operational and administrative framework, and
procedures to undertake during a declared water
shortage. The plan was funded by the Bureau of
Reclamation and complies with the California
Department of Water Resources (DWR) and U.S.

Bureau of Reclamation 2016 Drought
Contingency Plan.

Select Wastewater References
Lift Station No. 4 and Force Main
Replacement
Owner: City of Alhambra
Reference: Dennis Ahlen | [email protected] |
626.570.3274
Dates: May 2018 to June 2021
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Chris Duncan (S) | Sky Younger (PEE) | Steven Walker (PE) Alhambra contracted Civiltec to convert the
existing Wastewater Lift Station No. 4 into a fully
submersible type of installation and use the
existing wastewater lift station wet well as
emergency storage.

Civiltec provided the design for a new 12-foot
diameter wet well with 26.75-foot depth to
replace the existing wastewater lift station and
use the existing as emergency storage for peak
wet weather flow. Two submersible pumps were
installed in the new wet well on stainless steel
guide rails with stainless steel lifting cables to
facilitate pump removal for maintenance.

3.A.5.b
Packet Pg. 222 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 23
Victoria Lift Station No. 1 Rehabilitation
Owner: Laguna Beach Water Quality Department
Reference: Hannah Johnson, PE |
[email protected] | 949.464.6615
Dates: March 2015 to August 2021
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Chris Duncan (S) | Sky Younger (PEE)
Laguna Beach desired a robust solution to
rehabilitate the station in place. The Victoria 1
Lift Station was constructed in 1932 and later
upgraded in 1978. Civiltec reviewed alternatives
and assessed the condition of the wet/ dry well
to determine the most viable and practical
solution to rehabilitate this lift station once again.

The lift station is constructed in a concrete wet
well and accessible through a steel frame access
hatch. Raw sewage is pumped from the lift
station to the manhole located just north of the
stairway access in Victoria Drive. Sewage is then
conveyed via gravity to the Victoria 2 Lift Station.

During rehabilitation, the lift station must remain
operable. If the lift station must be taken out of
service, temporary pump equipment will be used
to pump raw sewage to the manhole.

Two stainless steel chopper-type submersible
pumps (one always in service and one on
standby) will be installed at the base of the
Victoria 1 Lift Station. The submersible pumps
will also be sized to accommodate the flow
generated by a new connection to a new
stormwater nuisance flow diversion structure.

The nuisance flow diversion structure will
convey flow to the lift station wet well via gravity.

Additional improvements include reconfiguring
the lift station to utilize existing wet well/dry
well, equipping the lift station with new
submersible pumps, new piping, new electrical,
installation of an odor control system and new
access elements. The electrical enclosure was
designed to be architecturally treated to add to
the aesthetics of the project.

The lift station takes influent from three separate
pipelines that combine and convey flow to the
wet well. A single force main pipeline delivers
sewage from Victoria I Lift Station to Victoria 2
Lift Station. The flow diversion device operates
manually during a rain event to prevent
stormwater infiltration and conveyance above
the designed nuisance flow rate. Additional
rehabilitation included replacement of the
existing stairs, railings, walls, fences, landings,
storm drains, water service, electrical service,
and sewer laterals.

Lawrence-Santa Fe Sewer Improvements
& Street Reconstruction
Owner: City of Fullerton
Reference: Jose Medina | [email protected] |
714.738.6300
Dates: May 2017 to January 2019
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Gretel Ochoa-Nhac (PE) | Chris Duncan (S)
Civiltec designed the replacement of
approximately 3,759 feet of 6-inch and 8-inch
sewer pipelines located in general proximity of
Commonwealth and Lawrence Avenues and lined
an existing 10-inch line from manhole 47-25 to
manhole 58-25. This pipe (160 feet) extends
underneath an existing building on private
property. Civiltec reviewed the video logs and
made lining recommendations.

Roadway reconstruction included approximately
1,100 linear feet of along Santa Fe Avenue from
Lemon Street to Lawrence Avenue, 395 linear
feet on South Lemon Street from south of
Commonwealth Avenue to the Portland cement

3.A.5.b
Packet Pg. 223 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 24
concrete joint on South Lemon Street, and ADA
improvements to the sidewalk. Lawrence Avenue
will also be reconstructed from Santa Fe Avenue
to Commonwealth Avenue.

East End Avenue NRW Line Flowmeter
Upgrades
Owner: IEUA
Reference: Josh Biesiada | [email protected] | 909.993.1696 Dates: December 2016 to April 2021
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | David Song (PE) | Chris Duncan (S) | Sky Younger (PEE) | Steven Walker (PE) | Sanjay Verma (SE)
Civiltec was retained by IEUA to provide project
management, design and bidding assistance for a
new flowmeter and auto sampler system
compatible with the Agency’s SCADA system for
the NRW Line North System Central Trunk
located at the Grand Avenue and East End
Avenue intersection. This project is set to
eliminate IEUA’s safety concerns due to the high
traffic volumes in the area and meet the contract
requirements with the Los Angeles County
Sanitation District.

The objective of this project was to evaluate,
design and construct a modern flowmeter and
sampling station to measure industrial
wastewater flow utilizing current, reliable and
state of the art technology along with a sample
collection station for industrial wastewater flow
in an easily accessible and out of traffic hazard
location. Currently, the traditional trapezoidal
Palmer-Bowlus flow measuring station limits
ease of access and possess traffic safety hazard
for Agency personnel when collecting samples.

Civiltec provided topographic and utility survey,
installation of a new and reliable flow measuring
station with connection to IEUA’s SCADA system,
an above grade industrial wastewater sampling
station, implementation of bypass options or
shutdown capabilities in the event construction
requires longer than anticipated, as well as
permitting. Additionally, Civiltec is serving as an
engineering consultant for design/bid/award of
the project.

Sewer Master Plan
Owner: City of La Verne
Reference: Shawn Igoe | [email protected] |
909.596.8726
Dates: January 2019 to July 2022
Key Team Members: Shem Hawes (PE) | David Byrum (PM) |
Gretel Ochoa-Nhac (PE)
The goal of this project was to establish a realistic
and affordable plan for operations during a 20-
year horizon as it relates to the wastewater
system, maintenance, capital improvement plan,
and identification of associated costs that need to
be recovered. Research tasks included review of
the general plan and relevant planning
documents, confirming design criteria, assessing
pipe capacity, and reviewing existing and
projected sanitary sewer regulations. The master
plan was developed for current and projected
loading scenarios including peak flows and
capital improvement projects with cost estimates
and project prioritization.

New hydraulic models are being constructed and
calibrated. The model will be constructed,
analyzed, documented, and calibrated using
customer demands and field data from as-built
drawings. The system will be analyzed to meet
existing and future loads and demands. To secure
accurate flow information to calibrate the
network model several flow tests were required.

Once flow analysis is completed, the report will
summarize the project with documentation of
the results associated with the analysis and
modeling efforts.

3.A.5.b
Packet Pg. 224 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 25
Select Stormwater References
Four Grade Separation Pump
Station Upgrade
Owner: City of Industry
Reference: Kristen Weger | [email protected] |
626.333.2211
Dates: October 2017 to October 2019
Key Team Members: Shem Hawes (PM) | David Byrum (PIC) | Chris Duncan (S)
The City of Industry owns four grade separation
pump stations that are designed to prevent
flooding of the underpasses at Peck Road,
Hacienda Boulevard, Azusa Avenue and Grand
Crossing Parkway. The stations had no major
upgrades since they were built in the late 1960’s
and 1970’s. Los Angeles County Department of
Public Works operates these stations and
provides the City of Industry with condition
reports for each station except the Grand
Crossing Parkway. Reports indicated the pump
stations needed upgrades to ensure they could be
relied on during rain events. There were also
several safety and electrical/communication
upgrades that needed to be implemented.

Standard life expectancy of major electrical and
mechanical equipment is 20 to 30 years,
depending on the environmental condition and
maintenance programs. Therefore, it was
prudent to replace all mechanical, electrical and
control equipment to bring them up to current
standards.

Civiltec prepared a condition report identifying
deficiencies at all four booster station sites and
designed the improvements. The pumps and
motors, discharge piping and valving needed to
be replaced. In addition, the station controls and
telemetry needed to be updated to allow remote
monitoring and controls. The site lighting and
alarm systems also needed to be upgraded.

Providing modern PLC controls and state-of-theart sensors and monitoring equipment to ensure efficient operation and notifications for
preventive maintenance and safety of operators.

Hardwired back-up controls were added to
ensure pump operation in the event the PLC or
transducer failed.

AZ Crossing at Beach Club Road
Owner: SCE
Reference: Matthew Adams (W.A. Rasic Const.) |
[email protected] | 310.864.0497
Dates: January 2020 to December 2022
Key Team Members: Shem Hawes (PIC) | Octavio
Solorza (PM) | Chris Duncan (S)
Under a design-build contract, Civiltec designed
a low water crossing at San Onofre Creek and
Beach Club Road on the Marine Corps Base, Camp
Pendleton. This project is required to provide
better and more continuous access between
Basilone Road, SCE’s San Onofre Nuclear
Generating Station (decommissioned) and San
Onofre Beach. This project will prevent the road
from flooding, collecting debris, and becoming
impassible for long periods of time during
moderate storm events.

The project will improve the existing Arizona
Crossing at Beach Club Road and San Onofre
Creek by raising the elevation of the road through
the width of the creek area by adding three new
box culverts, including headwalls, retaining
walls, backfilling to raise road elevations, and
installing rip rap protection upstream and
downstream of culverts to prevent erosion. The
culverts are be designed to convey low flows and
the crossing will overtop and convey high flows
above the capacity of the culverts. Designed also
included four pipes, embedded in concrete, for
utility services to transverse the San Onofre
Creek, which required completion of a new
jurisdictional delineation within the project
limits and completion of a Section 401
Application and a Section 404 Permit package.

Mountain Dell Flood Mitigation
Owner: Coconino County
Reference: Christopher Tressler, PE, CFM |
[email protected] | 928.679.8317
Dates: August 2018 to March 2021
This project incorporated community input
through numerous public and resident meetings
to give community members the opportunity to
gain insights into the various details associated
with this project. The meetings allowed residents
to voice their opinions and ask questions.

3.A.5.b
Packet Pg. 225 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 26
The Initial Engineering Assessment (prepared by
Civiltec) for Mountain Dell provided detailed
recommendations for channel improvements for
the Sinclair Wash, which will positively impact
residents living in the area.

Improvements were designed to handle a 100-
year flood peak discharge within the community
of Mountain Dell. The scope of this project
included the construction of a 1,050 linear foot
rectangular concrete-lined channel, an erosion
control mat-lined trapezoidal channel, a 3-sided
bridge (with concrete floor), and a riprap energy
dissipation in the transition between the
concrete-lined channel and ECM-lined channel.

Following completion of construction Civiltec
prepared the Conditional Letter of Map Revision
(CLOMR) and Letter of Map Revision (LOMR).

North Schultz Flood Assessment and
Brandis Way Channel Reconstruction
Owner: Coconino County
Reference: Christopher Tressler, PE, CFM |
[email protected] | 928.679.8317
Dates: July 2018 to August 2019
On July 18, 2018, a large rainfall event occurred
in the North Schultz Fire scar. The Thames and
Peaceful Way watersheds received the largest
rainfall totals. Approximately 6-inches of rain
occurred within a 2-hour period. This rainfall
event exceeded the 1,000-year rainfall
recurrence interval. Prior to the rainfall event,
these watersheds received approximately 5-
inches of total rainfall on July 14 and 16, 2018.

The Thames watershed contributes runoff to the
Brandis Way area. This area was subject to
repeated flooding immediately after the Schultz
Fire in 2010. Subsequently, flood mitigation
improvements were designed and constructed in
2012/2013. Runoff from the July 2018 storm
event exceeded the capacity of the improvements
along Brandis Way.

Civiltec worked with Coconino County and
Tiffany Construction to immediately begin
temporary repairs to the drainage system to
restore stormwater conveyance through the
neighborhood. Improvements included turf
reinforcement mat (TRM) lining was removed,
channels regraded and TRM replaced to maintain
~2.6 feet of flow opening as original designed.

Damaged portion of the articulated block channel
were removed and regraded to provide a
minimum of two blocks at 1:1 toe-down and
backfill with ABC, compacted to 95% minimum.

Subsequently, Civiltec completed the 30% design
for the permanent repairs and worked with
Coconino County to secure emergency funding
for the construction of the permanent repairs.

Emergency funding was obtained, and
construction began in the Spring of 2019 for the
off-forest TRM channel regrading, installation of
new TRM with hydroseeding, and construction of
a rectangular shotcrete channel near the existing
bridges where the ACB channel had failed.

DESCRIPTION AND APPROACH
Project Understanding
The Utility is municipally owned and operated enterprise, serving the water, wastewater and storm water needs to approximately 51,028 residents within the City. The City maintains a range of water facilities including approximately 125-miles of water mains, ranging in size from 4 to 18 inches in diameter. The City’s water system is presently served by four active wells and has three-storage tanks with a total capacity of 3.5 MG, which service approximately 4,200 connections throughout the central area of the City. The City's wastewater collection system consists of, approximately 178 miles of main sewer lines, ranging in sizes from 6-inch to 18-inch. Access to the collection system is provided with 2,772 manholes. All City sewage is transferred to Eastern Municipal Water District's treatment plant.

The City has prepared various planning documents (Water Master Plan, Sewer Master Plan, Sanitary Sewer Plan and UWMP) that have generated capital improvement plans. These documents address existing system deficiencies and facility requirements and include phasing of projects and capital cost requirements. Accordingly, the City has initiated adoption of increased attention to infrastructure

3.A.5.b
Packet Pg. 226 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 27
deficiencies including rate increases to bolster funding and support capital improvement plan objectives.

For water systems capital improvement projects, the following describes the most urgent needs to the City’s infrastructure.
• Water Quality. Existing and new wells have elevated iron and manganese levels in the groundwater.

There is a secondary water quality MCL for iron and manganese. The heavy metals are hard on equipment and cause discoloration to home fixtures. The Artesia, Grand and New Bath Wells are impacted to a greater or lesser extent with iron and manganese contamination. Lake Park Well does not currently exhibit levels of contamination necessitating treatment yet considering that all wells pull water from the same City basin, the risk for contamination in all wells is considered to be high.

Preparation and planning of improvements to mitigate against this risk are very important. Civiltec has successfully delivered numerous system designs at a fast pace to meet tight delivery timelines.

Civiltec’s ability to deliver under tight schedules far exceeds the ability of other design consultants. • Reliability and Redundancy. A new treatment system will need to treat 2,500 gpm from two wells.

There is approximately 2.5 MGs worth of storage on site of the wells. The wells will need a system that can not only handle the extra flow, but also can be taken down for maintenance while still allowing for uninterrupted water supply to their customers. According to the City’s 2018 Water Master Plan a total of four wells are operational having a total of 5,250 gpm capacity. The Artesia well is over 20 years old and the Grand Well is nearing 40 years of service. Considering the recent upgrades to the Grand Well the City continues to promote upgrades to its infrastructure. Adding capacity at the Bath Well site by increasing the capacity from 1,320 gpm to a total 2,400 gpm with a new well will further provide redundancy and resiliency to the City’s total supply portfolio.

Currently the City experiences demand under maximum day (MDD) conditions at approximately 3,000 gpm with demands expected to increase to 3,500 gpm in the year 2040. Good engineering practices would ensure that considering the largest supply source out of service that the remaining production wells have sufficient capacity to meet current and future MDD demands. Assuming the Lake Park Well with a capacity of 2,500 gpm is not in service, production from the remaining wells as follows would provide the needed redundancy to meet these conditions:

Existing System Redundant Supply:
• Artesia – 1,450 gpm (manganese levels are near the secondary MCL and water from Bath Well is utilized to blend)
• Existing Grand Well Capacity – 700 gpm (dramatic production loss since installation from 1,350 gpm in 2005 to 700 gpm in 2017)
• Existing New Bath Well Capacity – 600 gpm (dramatic production loss since installation from 1,500 gpm in 2004 to 600 gpm in 2017)
• Current Total Redundant Supply – 2,750 gpm
• Current MDD – 3,000 gpm
• Current Deficient Redundant Supply before Treatment and Wells Constructed – 250 gpm Proposed System Redundant Supply:
• Artesia – 1,450 gpm
• New Grand Well and Treatment Capacity– 2,000 gpm
• New Bath Wells and Treatment Capacity – 2,400 gpm
• Total Redundant Supply – 5,850 gpm

3.A.5.b
Packet Pg. 227 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 28
• Future MDD – 3,500 gpm
• Excess Redundant Supply when Treatment and Wells Constructed – 2,350 gpm The Grand Well treatment facility is projected to be complete within the next year and implementation of the treatment facility at the New Bath Well site is being considered. As can be seen in the above analysis time is of the essence in terms of delivering a solution to secure potable water supply sources and treatment. The improvements proposed at the New Bath Well site with treatment through a new treatment system will further bolster the City’s supply portfolio and ensure that the current deficiency in supply is alleviated. More treated production from the Bath Well is needed to properly blend water from the Artesia Well. Also taking into consideration that well maintenance and operational constraints are ever changing, which results in well shutdowns, the need to move forward with design and construction of the treatment plant at the New Bath Well site is immediate. A new treatment system can be integrated into the existing site within the calendar year 2022 and ready for treatment by January 2023.

Aging infrastructure needs to replace the existing Fe/Mg system. The existing system has been in place since 1992. According to the City’s 2018 Water Master Plan, the useful service life of treatment components is 20 years. Considering this the existing Bath Well treatment facility has exceeded its useful service life. This poses a risk to supply redundancy and resiliency as the treatment plant may experience upsets that cause extended shutdowns. Also, due to the age of the system replacement, parts are hard to find, and the system uses a substantial amount of unnecessary power. Improvements with a new system will improve power consumption requirements and thus result in lower operational costs over the life of the system. The current system has old hydro-pneumatic valves. A new system will have electrically operated valves. The Grand and New Bath Well treatment plants exhibit rusting from the inside causing vessel walls to become thin. The City has performed numerous repairs on the vessels. This condition presents risks to operations and the ability of the City to deliver a redundant water supply. Civiltec is a local firm and will provide the necessary service and support to ensure that system challenges are alleviated quickly to mitigate against disruptions.

The 2018 Water Master Plan also considers the replacement of booster pumps, pressure zone improvements for hydraulic capacity, pipeline replacements (approximately 25,000 linear feet), storage system maintenance over the next 5 years. Evaluation, analysis, master planning, design, and implementation of improvements for all these types of systems are routinely performed by Civiltec.

The City also has established a capital improvement plan for its wastewater and stormwater systems. In May of 2020 the City authorized 100% funding of all sewer system capital improvement projects. With numerous collection mains, lift stations and manholes located within the City’s service area consistent improvements to these systems will ensure continued service and mitigation against environmental impacts and disruptions to quality service.

Sample Scope of Work
Following is a typical scope of services for various types of projects. Depending on the type of project, scopes will be adjusted to fit the specific needs of the project.

Phase 1 – Meeting
Task 1. Progress and Review Meetings
Civiltec will arrange a kick-off meeting with the City to formalize project communication, design criteria, discuss design issues, project guidelines and update schedules. We will also discuss any background information to ensure suggestions, recommendations, directions, and other requirements are incorporated into the design. For some emergency-type projects, we will meet the City at the site to develop a custom approach.

3.A.5.b
Packet Pg. 228 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 29
In addition to the project kick-off meeting, we propose to schedule meetings during various phases of the project, which may include technical memorandum review, design coordination/review, necessary workshops during preliminary design and alternatives development.

Phase 2 – Planning and Testing Services
Task 1. Utility and As-Built Drawings Review
Civiltec will request, obtain, and review record drawings of all affected areas within the project limits.

We will perform a record and data search consisting of survey information obtained as part of the research efforts. A composite utility base map will be prepared utilizing information received from the agencies and records research, as well as incorporating a topographic survey map.

Task 2. Reconnaissance and Site-Specific Services
A. Geotechnical Services
Civiltec will team with Converse to provide geotechnical engineering services. The scope of work generally includes drilling hollow-stem auger borings at the site, performing geotechnical laboratory testing and preparing a geotechnical exploration report. The borings will be drilled to depths specific to each site. The laboratory testing includes in situ density and moisture content, modified Proctor (ASTM D 1557) laboratory maximum dry density and optimum moisture content, shear strength, R-valve, and soil corrosivity suite of tests including pH, minimum electrical resistivity, water soluble sulfate and chloride.

B. Base Map Preparation
Topographic Survey. Civiltec will provide topographic survey (or drone aerial survey) of the site including the potential construction area to locate all existing improvements and establish horizontal and vertical control for construction. Topographic mapping will be at a scale of 1-inch equals 20 or 40 feet with 1-foot contours. A hard copy of the site survey map will be submitted in electronic AutoCAD and PDF files for your use. We are currently bringing drone aerial surveying in house in California to better serve our clients. We have been providing this service in Arizona for more than a year. Our drone pilots are registered land surveyors and have their UAS commercial level Pilot Certification.

Boundary Survey with Legal Descriptions. Civiltec will coordinate with the City to perform a boundary survey for as-needed legal description easement and/or encroachment permits. Up-to-date Preliminary Title Report and supporting documentation will be acquired before the commencement of the boundary survey.

C. Hydraulics and Modeling
The system hydraulics will be studied to determine the impact of pumps or new demand on the existing water system and operations. We propose to utilize the City’s existing sewer or water system computer model. We utilize InfoWater and Sewer/WaterGEMS daily for several agency water models and are experts at working with GIS platforms for water systems.

D. Traffic Control Plan
The impact to local vehicular and pedestrian traffic associated with construction will be studied. Traffic data will be provided to the City for use in the CEQA process, if needed. Civiltec will prepare a traffic control plan and/or construction haul access route plans as needed utilizing the Work Area Traffic Control Handbook (WATCH) manual.

Task 3. Preliminary Design Report (PDR)
A. Water Quality Analysis and Review of Basin Study Report Civiltec will review the available water quality data relative to drinking water standards formulated by the U.S. Environmental Protection Agency (EPA) and the DDW. Civiltec will acquire available groundwater quality data from the City and other adjacent water purveyors that extract water from the

3.A.5.b
Packet Pg. 229 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 30
basin. All water quality data acquired will be compared with California’s MCLs under Title 22 of the California Code of Regulations. A complete general/physical analysis of the regulated and unregulated contaminants generally present in groundwater will be performed. We will also evaluate the upcoming regulation and incorporate the impact on the analysis.

After the water quality data analysis, we will indicate the need for and type of groundwater treatment as a component of the water supply project. The selected treatment will employ the best available technology to treat the contaminant. We will also include blending as an option and evaluate if any further treatment is required for potable use of the produced water from the basin. This effort will also be important in the amendment of the City’s permit to operate the water system received from the DWR and DDW. In general, the PDR will form as the basis for the construction documents and will include a discussion of the following, as applicable.

B. Treatment System Alternatives
Civiltec will develop treatment and supply concepts for consideration by all project participants. The design will include the processes and alternative diversion of flow rates from the existing and proposed wells to be pumped to the treatment system; water quality parameters (average, design range and MCLs); treatment requirements for water contaminants including high concentrations of total dissolved solids (TDS); description of water treatment processes comprising pre-treatment, chemical dosing for pretreatment, green sands, IX or biological treatment, waste handling and neutralization, chemical post treatment, disinfection and brine disposal facilities recognized by EPA and DDW as best available technology; chlorine disinfection for treated water and clear wells to ensure adequate contact time before discharge to the distribution systems as well as an adequate storage volume for distribution.

Civiltec will solicit cost and performance information from equipment vendors to secure information and participation by a selected vendor in the ultimate development of the design. The detail design criteria will be set for the system based on the water quality information.

Well Treatment System Approach Summary
Wellhead Facilities
Disinfection Facilities and Treatment Facilities
Building for Well Enclosure and Treatment Facilities
Pipeline Sizing and Alignment Alternatives
Pipeline Material Selection
Site Layout Design
Building Layout
Reservoir Retrofit Options
Drainage Facility for the Site
Electrical and SCADA Requirements
Radio Survey
Permit Requirements
Engineer’s Opinion of Probable Construction Cost
Schedule
C. Disinfection System Alternatives
the City has disinfection treatment at the well heads and treatment plants that enable the City to supply water directly to the distribution/transmission mains. It is assumed that the equipment will be for a bulk storage sodium hypochlorite injection system with metering pumps and piping. We also propose to design a pressurized ammonia storage system with metering pumps and piping. We assume the building design will require permitting with the City Building and Safety Department and Fire

3.A.5.b
Packet Pg. 230 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 31
Department. We will also explore the possibility of utilizing on-site generation system for sodium hypochlorite and chlorine gas.

D. Building Alternatives and Layout
Once the treatment system alternatives are analyzed, Civiltec will begin laying out alternatives for the building enclosure. We will evaluate options to construct masonry building with large sky-light openings for equipment removal, prefabricated fiber reinforced plastic (FRP) building with removable roof or roller type, prefabricated metal building built on rollers, or a specially designed wood building also constructed on rollers. The selection of the building type and layout to cover the treatment system and the well will be evaluated using various factors including capital cost, space available on the site, access to the well equipment and type of treatment system.

E. Pipeline Sizing and Material Selection and Alignment (Discharge and Flush) We will perform hydraulic calculations to select the pipe size. Generally, pipe sizes are selected based on the velocity criteria established by the City. We will coordinate with the City to obtain the desired velocity in the pipeline and review the City’s standards and accepted material guidelines as a starting point for analysis.

Civiltec will also develop preliminary alignments and concepts for routing transmission pipelines from the wells to the treatment system and will identify the most efficient configuration for collecting production water, delivering this water to the treatment plant, or blending system and ultimately to the distribution systems in the preliminary design phase.

F. Site Layout Design
Civiltec will prepare an overall site plan and layout of the piping systems, well site, treatment plant, booster stations, storage facilities, electrical systems, control systems, and overall space requirements identified in the PDR. All the layouts will be prepared in AutoCAD and included with the PDR. This task is essential to confirming the space required for the proposed facility.

G. Drainage Facility for Site
Civiltec will evaluate alternatives for drainage facilities and include a preliminary layout in the PDR.

H. Electrical and SCADA Requirements
The following services will be provided by Civiltec’s electrical/controls staff or our SCADA subconsultant, Westin. The following are typically included in the electrical and control section of the PDR.

Electrical System Design Approach
Provide and document coordination with electrical utility company.

Prepare an assessment of security needs from discussion of historic security issues at the site and any vulnerability assessment requirements.

Upgrade existing electrical service entrance, distribution switchgear and utility transformer based on well pump motor HP and other electrical loads.

Provide requirements for the motor starters to include interfacing with on-site RTU.

Provide new instrumentation and controls based on the City’s requirements, including interfacing with the on-site RTU.

Determine electrical, instrumentation and control requirements for the disinfection system as well as interfacing with on-site RTU.

Determine electrical, instrumentation and control requirements for the treatment system, if needed, as well as interfacing with on-site RTU.

Ensure that the facility complies with local noise ordinance and the City requirements.

3.A.5.b
Packet Pg. 231 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 32
Electrical System Design Approach
Design a transfer switch for connection to a roll-up generator.

Provide a baseline approach and requirements for the SCADA design and systems integrator to finalize the design.

Provide an engineer’s opinion of probable construction cost.

I. Radio Survey
Civiltec will coordinate with the SCADA design and systems integrator for radio survey.

J. Permitting/Pre-Construction Documents
Permitting Approach
Drinking Water Programs System Permit. Civiltec will assist the City with permit amendments to the Drinking Water Programs System Permit for a new well and/or treatment system. Civiltec has vast experience and familiarity working with DDW to amend existing permits.

Drinking Water Source Assessment Program Report (DWSAP). The hydrogeologist will prepare this document with input from Civiltec for the engineering portion. the City uses TurboSWAP software, as requested by DDW to prepare the DWSAP.

CEQA Mitigated Negative Declaration. Civiltec will work with the City’s selected consultant or Meridian Consultants (Meridian) to prepare and process the CEQA documents, as needed.

NPDES Permitting. Civiltec will prepare required documentations to comply with standard best management practices (BMPs) in coordination with the City.

Encroachment Permit/Easement. An encroachment permit will be obtained from the jurisdictional agencies for the pipe installation, if determined that the pipeline will be installed within City or County right-of-way. If an easement is required to install the pipeline, Civiltec will prepare the easement with minor assistance from the City. Civiltec will process the document to pursue the encroachment permit by the contractor.

City/County Permitting. The Building and Safety Department and Fire Department will be involved in the design of a new chloramination building(s) and pump building. Civiltec will coordinate required documents, as needed.

K. PDR Preparation
Civiltec will coordinate and prepare the PDR and technical memorandum outlining the findings, conclusions, and design criteria. The PDR will summarize the findings of the analysis performed under this phase. It will contain a summary section, conclusions, and recommendations along with all backup support data.

Phase 3 – Final Construction Drawings and Bidding Documents Task 1. Preparation of Bid Documents
Following PDR approval from the City, Civiltec will prepare necessary contract documents (construction plans, typical details, specifications, and cost estimates) for the project, based on the design criteria, recommendation and preliminary plans included in the PDR, input from the City and conformance with the City’s standards and specifications for equipment preferences. the City’s boiler plate documents will be used for contract documents (contract, general conditions, special project conditions, bid forms, etc.).

All drawings will be produced in AutoCAD. The preparation of the contract documents will be completed in 60%, 90% and 100% submittal documents.

3.A.5.b
Packet Pg. 232 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 33
Design Package
General. Design drawings include title sheet, location map, design criteria, general notes and legend, hydraulic gradient, process flow diagram, and general site plan.

Civil and Pipeline. Design drawings including a demolition plan, grading, and paving plan, yard piping plan, and standard civil details.

Mechanical. Design drawings include process piping plans, sections and details of equipment, pump to waste, vaults, valves, and details of the treatment system. A schedule of valve, instruments and process equipment will be included.

Treatment System. Design drawings will be included in the mechanical section; however, enclosure, structural support and foundation will be included in respected divisions.

Architectural. Design drawings include architectural elevations and sections of the building enclosures for treatment systems.

Structural. Design drawings and details of building enclosure, modification of existing masonry building, structural slabs for equipment including anchorage of all instrument and process equipment and concrete structure.

Electrical. Design drawings and details include electrical system and abbreviations, fixture schedule, single line diagram, equipment elevations, schematic diagram, detail of motor operated valves, lighting plan, conduit and wiring schedule, and grounding plan. Design drawings and detail for the new service center and PLC. Details of the integration include, but are not limited to, the connection of all new equipment and at the disinfection facility including HVAC to the new service center and weather protected enclosure and incorporation of flowmeter, pressure transducers, turbidity meter, and flow totalizer.

Instrumentation. Symbols, nomenclature, and process instrumentation loop diagrams and the process control narrative and location and design of radio equipment support system. The process control narratives will be submitted to the City and SCADA consultant for review and comments.

Surge Analysis and Design.

Corrosion Design.

Traffic Control Design.

Final Complete Calculation. Package includes pipe size, hydraulic capacity, structural and any other calculations.

Final Geotechnical Report.

Constructability Reviews.

Technical Specifications. Included in CSI format.

Standard Specifications and Special Provisions.

Approved Materials Lists.

Bid Item List.

The standard plans and prior to each submittal to the City, the submittal package will be reviewed through our QA/QC process
Task 2. Engineer’s Cost Estimate
Civiltec will prepare a detailed engineer’s opinion of probable construction cost for the project. The estimate will provide costs for items identified in the bid schedule of the contract specifications.

Task 3. Pre-Bid Meeting
There will be a pre-bid meeting for each phase of construction. Civiltec can provide a list of potential bidders, if needed.

3.A.5.b
Packet Pg. 233 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 34
Task 4. Bidding Assistance
Civiltec will assist the City in the bidding and award of the contract. These tasks will include answering contractor’s questions, issuing addenda, attendance at a mandatory pre-bid meeting, reviewing the bids and assisting the City in recommending award of contract.

Phase 4 – Construction Services
Civiltec will provide the following engineering services during construction.

Task 1. Pre-Construction Meeting
Civiltec will attend the pre-construction meeting with the selected contractor, the City construction manager, and field observer.

Task 2. Submittal Review
Civiltec will review submittals and shop drawings for the project and organize them in a tracking log.

Our review turnarounds are typically less than a week.

Task 3. Request for Information (RFI)
Civiltec will prepare detailed plans and specifications to cover all construction obstacles and anticipate very minimal number of RFIs issued by the contractor. We will provide detailed responses to all RFIs.

Task 4. Engineering Support
Civiltec will evaluate the contractor’s change order and progress payment requests, make recommendations to the City for approval, and assist the City in the negotiations with the contractor for change order requests.

Task 5. Observation and Survey Support
Civiltec will provide observers and surveyors as needed for project field oversight.

Task 6. As-Built Drawings
Civiltec will prepare record drawings along with the digital electronic file in the latest AutoCAD version once the redlined drawings from the contractor and the City’s field observer are received.

Cost Control & Budgeting Methodology
Civiltec follows a simple four-part philosophy to promote the timely and effective completion of all projects; (1) we do our homework, (2) we listen, (3) we commit the best technical and personnel resources at our disposal, and (4) we communicate. This philosophy minimizes the need for amendments to contracts and/or change orders. The process starts with development of the project understanding and continues with informative communication throughout the project. Only with a complete understanding of your goals, the project requirements, potential utility conflicts and stakeholder/ other agency requirements and concerns can we prepare what we believe will be the most efficient, economical, and practical work plan. We then design an approach with the best available technical expertise and resources to satisfy all the goals and bring the project to a timely and successful completion.

A typical project scope includes 30%, 60%, 90% and 100% design submittals, meetings, and reviews. It is our experience that on-call clients benefit from scopes that streamline the design process, when appropriate. This typically results in projects that are designed on shorter schedules and lesser budgets. Some other strategies Civiltec has employed include adjustments to scheduling of specific tasks to maintain the overall project schedule or the addition of project staff resources to handle specific project tasks.

3.A.5.b
Packet Pg. 234 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
February 4, 2022 | Page 35
Budget Control. Whether working for a governmental agency, corporation, or private landowner, we realize that time is money! Project budgets are determined using the latest technology to breakdown man-hours by task and staff members. Based on man-hour estimates and staff availability, project schedules created with Microsoft Project for each task. Schedules are used to communicate with our clients and all team members, to ensure expectations and budgets are communicated. On schedule projects are on budget projects! We continually stress that to our clients and team members.

Cost Estimating. Civiltec maintains a comprehensive library of internal and external engineer’s opinion of probable construction costs. Contractor bid tabulations and the most current construction cost publication is also used to estimate unit costs for bid schedule items.

COMPANY DISCLOSURES
Civiltec has not completed any projects for the City. Shem had business meetings with staff previously to this advertisement to discuss the City’s upcoming projects, challenges and Civiltec’s firm experience.

Neither Civiltec, nor our staff have nonbusiness relationships with the City elected/appointed officials, employees, or their family members.

Civiltec has no administrative proceedings, claims, lawsuits, or other exposures pending against the firm.

PROPOSED FEE SCHEDULE
As requested in the request for qualifications, Civiltec’s rate schedules have been included in a separate document.

SAMPLE SERVICE AGREEMENT
Civiltec has reviewed the sample City Standard agreement and takes no exceptions.

3.A.5.b
Packet Pg. 235 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water,

3.A.5.b
Packet Pg. 236 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, Civil, Water, Wastewater, Drainage, Transportation and
Electrical/Controls Engineering ● Construction Management ● Surveying California ● Arizona
1440 N. Harbor Blvd., Suite 721, Fullerton, CA 92835 | P: 714.459.7957 | F: 714.459.7464 February 4, 2022
City of San Jacinto | Public Utilities
595 South San Jacinto Avenue
San Jacinto, CA 92583
Subject: Statement of Qualifications for On-call Engineering Services Water/Wastewater/Stormwater
Dear Selection Committee,
Civiltec engineering, inc. (Civiltec) proposes to provide the scope of services per our statement of qualifications dated February 4, 2022, for the above-mentioned on-call contract on time and materials not to exceed basis without prior authorization from the City of San Jacinto (City).

Specific project budgets and scopes of work will be prepared once requested from the City. The attached rate schedule will be used for tasks assigned under this contract. The City is responsible for any permit or plan check fees. Feel free to contact me with any questions. We are available to discuss this proposal at your convenience.

Sincerely,
C. Shem Hawes, PE ([email protected])
Principal, Senior Engineer
CSH:cms
W:\Proposals\2022 Proposals\Fullerton\PF22006.00-San Jacinto-On-Call Engineering\Final Proposal\San Jacinto On-Call Engineering ServicesRATE SHEETS.docx

3.A.5.b
Packet Pg. 237 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 1

PROPOSED FEE SCHEDULE
Civiltec’s Rate Schedule
Senior Principal Engineer .................................................................................................................................... $275.00 Principal Engineer................................................................................................................................................... $250.00 Principal Engineer - Expert Witness Testimony ........................................................................................ $400.00 Professional Land Surveyor - Expert Witness Testimony...................................................................... $250.00 Senior Engineer........................................................................................................................................................ $240.00 Senior Project Manager......................................................................................................................................... $230.00 Principal Electrical Engineer .............................................................................................................................. $215.00 Project Manager....................................................................................................................................................... $210.00 Senior Project Engineer........................................................................................................................................ $205.00 Project Engineer ...................................................................................................................................................... $195.00 Senior Designer........................................................................................................................................................ $190.00 Staff Engineer............................................................................................................................................................ $155.00 Designer ...................................................................................................................................................................... $145.00 Designer/Drafter..................................................................................................................................................... $130.00 Planning Technician............................................................................................................................................... $120.00 Resident Engineer/Observer.............................................................................................................................. $115.00 CAD Technician........................................................................................................................................................ $110.00 Junior Engineer ........................................................................................................................................................... $85.00 Administrative Assistant/Clerical ....................................................................................................................... $80.00 Two Man Survey Party.......................................................................................................................................... $240.00 Survey Manager ....................................................................................................................................................... $185.00 Staff Land Surveyor ................................................................................................................................................ $130.00 Subcontracted Services.............................................................................................................................Cost plus 15% Mileage ................................................................................................................................................................ $0.585/mile Converse Rate Schedule | Geotechnical (Prevailing Wage Schedule of Fees) Field Technical Services (hourly rate including vehicle and equipment) Construction Inspector – ACI/ICC and/or AWS/CWI certified (concrete, post-tension, masonry, structural steel, fireproofing; includes concrete batch plant and local steel fabrication inspections)................................................................................ $135 DSA Masonry Inspector ..................................................................................................................................................135 Non-Destructive Testing Inspector (ultrasonic, magnetic particle, dye penetrant, skidmore, pull testing, torque testing, Schmidt hammer, and pachometer)..........................................................140 Coring Technician .............................................................................................................................................................135 Soils Technician (soil, base, asphalt concrete, and moisture emission testing)......................................135 Sample Pick-Up .................................................................................................................................................................... 50 Professional Services (consultation for field and office, if requested) Staff Professional............................................................................................................................................................ $130 Senior Staff Professional.................................................................................................................................................140 Project Professional..........................................................................................................................................................150 Project Manager................................................................................................................................................................. 170

3.A.5.b
Packet Pg. 238 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 2
Senior Professional...........................................................................................................................................................170 Principal Professional......................................................................................................................................................220 Principal Consultant.........................................................................................................................................................235 Laboratory Testing
Laboratory Technician......................................................................................................................................... Per Test (see Geotechnical Laboratory Testing and Materials Testing Services fee schedules.) Laboratory Supervisor ....................................................................................................................................................$90 Office Support
Clerical/Word Processing..............................................................................................................................................$80 Drafting.................................................................................................................................................................................... 80 CAD Operator/Drafting Manager.................................................................................................................................. 90 Converse Rate Schedule | Geotechnical Laboratory Testing Identification and Index Properties Tests
Visual Classification, ASTM D2488 ........................................................................................................................20.00 Engineering Classification, ASTM D2487............................................................................................................25.00 Moisture Content and Dry (bulk) Density,
ASTM D2216 and D2937....................................................................................................................................25.00 Moisture Content, ASTM D2216......................................................................................................................20.00 Shrinkage Limit, ASTM D4943................................................................................................................................. 85.00 Atterberg Limits, ASTM D4318
Several points....................................................................................................................................................... 150.00 One Point...................................................................................................................................................................50.00 Particle Size Analysis, ASTM D6913
Fine Sieve, from +#200 to #4........................................................................................................................ 100.00 Coarse and Fine Sieve, from #200 to 3 in................................................................................................. 180.00 Hydrometer ........................................................................................................................................................... 120.00 Percent Passing #200 Sieve, ASTM D1140.........................................................................................................80.00 Specific Gravity
Fine, passing #4 sieve, ASTM D854 ............................................................................................................ 100.00 Coarse, retained on #4 sieve, ASTM C127................................................................................................ 100.00 Sand Equivalent Test, ASTM D2419................................................................................................................... 120.00 Double Hydrometer Dispersion, ASTM D4221.............................................................................................. 150.00 Compaction and Bearing Strength
Standard Proctor Compaction, ASTM D698 or ASTM D1557
Method A or B ...................................................................................................................................................... 200.00 Method C, 6” mold.............................................................................................................................................. 210.00 California Impact Method, Caltrans 216........................................................................................................... 220.00 R-value, ASTM D2844 and CTM301.................................................................................................................... 270.00 California Bearing Ratio (CBR), ASTM D1883
1 Point..................................................................................................................................................................... 530.00 3 Points........................................................................................................................................................................... 750.00 Relative Density

0.1 Cubic Foot Mold........................................................................................................................................... 200.00

0.5 Cubic Foot Mold........................................................................................................................................... 300.00

3.A.5.b
Packet Pg. 239 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 3
Shear Strength
Torvane/Pocket Penetrometer ...............................................................................................................................25.00 Direct Shear
Quick Test................................................................................................................................................................. 75.00 Consolidated, Drained, granular soil,
ASTM D3080................................................................................................................................................. 220.00 Consolidated, Drained, fine grained soil,
ASTM D3080................................................................................................................................................. 260.00 Consolidated, Undrained, fine grained soil.............................................................................................. 220.00 Residual Strength, per cycle..............................................................................................................................70.00 Remolded Specimens...........................................................................................................................................70.00 Static Uniaxial and Triaxial Strength Tests (Per Point) Unconfined Compression, ASTM D2166........................................................................................................... 150.00 Unconsolidated, Undrained, ASTM D2850 ...................................................................................................... 160.00 Consolidated, Undrained, per point.................................................................................................................... 700.00 Consolidated, Drained, per point......................................................................................................................... 700.00 With Pore Pressure Measurement, per load................................................................................................... 150.00 Remolded Specimen..................................................................................................................................................... 90.00 Consolidation (ASTM2435) and Swell Collapse (ASTM D4546) Tests 8 Load Increments ..................................................................................................................................................... 250.00 Additional Load Increment .......................................................................................................................................50.00 Time-Ratio, per load increment ..............................................................................................................................90.00 Single Point, collapse test...........................................................................................................................................90.00 Single Load Swell, ASTM D4546
Ring Sample, Field Moisture .............................................................................................................................95.00 Ring Sample, Air Dried ........................................................................................................................................95.00 Remolded Sample.......................................................................................................................................................... 70.00 Expansion Index Test, UBC 29-2/ASTM D4829............................................................................................. 130.00 Hydraulic Conductivity Tests
Constant Head, ASTM D2434................................................................................................................................. 250.00 Falling Head Flexible Wall, ASTM D5084......................................................................................................... 300.00 Triaxial Permeability, EPA 9100.......................................................................................................................... 350.00 Remolded Specimen..................................................................................................................................................... 60.00 Chemical Tests
Corrosivity (pH, resistivity, sulfates, chlorides)............................................................................................ 220.00 Organic Content, ASTM D2974............................................................................................................................. 100.00 Converse Rate Schedule | Materials Laboratory Testing
Aggregates
Moisture Content, ASTM D2216..............................................................................................................................20.00 Particle Size Analysis
Coarse, ASTM C136, each ................................................................................................................................ 100.00 Coarse and Fine, ASTM C136 & C137), each ........................................................................................... 180.00 Specific Gravity & Absorption
Coarse Aggregate, ASTM C127...................................................................................................................... 100.00 Fine Aggregate, ASTM C128........................................................................................................................... 100.00

3.A.5.b
Packet Pg. 240 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 4
Unit Weight per Cubic Foot, ASTM C29........................................................................................................75.00 Soundness, Sodium or Magnesium, ASTM C88, each........................................................................... 200.00 Potential Alkali Reactivity, ASTM D289.................................................................................................... 300.00 Freeze Thaw Soundness .................................................................................................................................. 175.00 Los Angeles Abrasion, per class, ASTM C131, C535............................................................................. 220.00 Sand Equivalent, ASTM D2419 ..................................................................................................................... 110.00 Lightweight Particles, ASTM C123, each................................................................................................... 100.00 Clay Lumps & Friable Particles, ASTM C142, each ............................................................................... 120.00 Stripping Test, ASTM D1664, each.................................................................................................................85.00 Organic Impurities, ASTM C40...................................................................................................................... 100.00 Durability ...........................................................................................................................................................By Quote Concrete Tests
Laboratory Trial Batch, ASTM C192 ...............................................................................................................By Quote Laboratory Mix Design, Historical Data ........................................................................................................By Quote Compression Test, 6”x12” Cylinder, ASTM C39, each ....................................................................................45.00 Lightweight Concrete
Compression............................................................................................................................................................45.00 Unit Weight..............................................................................................................................................................45.00 Specimen Preparation, Trimming or Coring, each ..........................................................................................60.00 Bond Strength, ASTM C321
Prepared by Converse ...................................................................................................................................... 150.00 Prepared by Others............................................................................................................................................... 80.00 Core Compression Test, ASTM C12, each............................................................................................................80.00 Flexure Test, 6”x6” Beams, ASTM C78, each................................................................................................... 110.00 Modulus of Elasticity, Static, ASTM C469, each.............................................................................................. 150.00 Length Change, ASTM C157, 3 bars, 5 readings each, up to 26 days..................................................... 320.00 Splitting Tensile, 6”x12” Cylinders, each.............................................................................................................80.00 Field Concrete Control (sampling, slump, temperature, cast 4 cylinders, molds, cylinder pick-up, within 10 miles of office, stand-by extra), ASTM/UBC, hourly rate schedule, or each cylinder..................................................................................................................................95.00 Field Concrete Control (same as above plus air content test), ASTM/UBC, each cylinder .............95.00 Hold Cylinder ..................................................................................................................................................................10.00 Cylinder Mold, sent to job site but not cast by Converse or returned to Converse...............................5.00 Masonry (ASTM C140, E447, UBC STANDARD 24-22)
Moisture Content, as received, each......................................................................................................................20.00 Absorption, each............................................................................................................................................................50.00 Compression, each........................................................................................................................................................55.00 Shrinkage, ASTM C426, each ................................................................................................................................. 100.00 Net Area and Volume, each........................................................................................................................................25.00 Masonry Blocks, per set of 9.................................................................................................................................. 450.00 Masonry Core Compression, each ..........................................................................................................................55.00 Masonry Core Shear, each..........................................................................................................................................55.00 Masonry Core Trimming, each................................................................................................................................. 55.00 Compression Test, grouted prisms, 8”x8”x16”, each................................................................................... 120.00 Compression Test, grouted prisms, 12”x16”x16”, each ............................................................................. 130.00 Compression Test
2”x4” Mortar Cylinder, each..............................................................................................................................45.00 3”x6” Grout Prisms, each....................................................................................................................................45.00 2” Cubes, ASTM C109, each ...............................................................................................................................45.00

3.A.5.b
Packet Pg. 241 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 5
Cast by Others................................................................................................................................................................. 45.00 Mortar or Grout Mix Designs.............................................................................................................................By Quote Fireproofing Tests
Oven Dry Density, per sample..................................................................................................................................70.00 Moisture Emission Test
Moisture Emission Test Kit.......................................................................................................................................80.00 Asphaltic Concrete
Stability, Flow, and Unit Weight, ASTM D6927.............................................................................................. 220.00 Marshall ASTM D1559, ASTM D2726 ................................................................................................................ 220.00 Measured Maximum Specific Gravity of Mix, ASTM D2041, Rice Method, each ................................. 95.00 Void Analysis of Cores or Marshall Specimens, Calculations Only, ASTM D3203, set of 2 or 3....60.00 Laboratory Mixing of Asphalt & Concrete, per sample..................................................................................75.00 Complete Asphalt Concrete Mix Design Hveem or Marshall................................................................By Quote Extraction of Asphalt and Gradation, ASTM D2172, Method B, or California 310, including ash correction, each.......................................................................................... 220.00 Extraction of Rubberized Asphalt & Gradation, each.................................................................................. 250.00 Specific Gravity, ASTM D2726 or ASTM D1188
Uncoated ...................................................................................................................................................................95.00 Coated...................................................................................................................................................................... 105.00 Immersion-Compression......................................................................................................................................... 400.00 Particle Coating, ASTM D2489................................................................................................................................. 60.00 Stripping, ASTM D1664 ..............................................................................................................................................70.00 Moisture or Volatile Distillates in Paving Mixtures, or Materials Containing Petroleum Products or By-Products.......................................................................................................... 220.00 Retained Strength, ASTM D1074/D1075, 6 specimens..........................................................................By Quote Retained Stability, Mil, Std, 520A, Method 104, 6 specimens ..............................................................By Quote CBR, ASTM D1883, including M/D Curve, 1 point........................................................................................ 350.00 Asphalt Temperature...................................................................................................................................................15.00 Structural Steel
Tensile Test #9 Bar or Smaller, each.....................................................................................................................60.00 Bend Test #9 Bar or Smaller, each.........................................................................................................................60.00 Tensile Test #10 Bar or Greater, each............................................................................................................... 280.00 Tensile Test #14 Bar, each ..................................................................................................................................... 310.00 Rebar Coupler Tensile Test.................................................................................................................................... 100.00 Tensile Test, Welded #9 Bar or Smaller, each................................................................................................ 100.00 Tensile Test, Welded #10 Bar or Greater, each ............................................................................................. 280.00 Tensile Test, Welded #14 Bar, each.................................................................................................................... 310.00 Tensile Test, Mechanically Spliced, #9 Bar or Smaller, each.................................................................... 180.00 Tensile Test, Mechanically Spliced, #10 Bar or Greater, each................................................................. 350.00 High Strength Bolt, Nut, and Washer Testing
Wedge Tensile Test, A490 Bolts
Under 100,000 lbs., each ....................................................................................................................................65.00 Over 100,000 lbs., each .......................................................................................................................................75.00 Wedge Tensile Test, A325 Bolts
Under 100,000 lbs., each ....................................................................................................................................80.00 Tensile Test, Anchor Bolts, tested with displacement transducers, each........................................... 300.00

3.A.5.b
Packet Pg. 242 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 6
Nut Hardness, Proof & Cone Proof Load Test, each ........................................................................................50.00 Washer Hardness, each...............................................................................................................................................50.00 A325 or A490, Bolt Hardness Only, each.............................................................................................................50.00 Bolt A325 or A490 Wedge Tensile
Under 100,000 lbs. & Hardness, each ...........................................................................................................90.00 Over 100,000 lbs. & Hardness, each ........................................................................................................... 150.00 Bolt, Nut & Washer, all tests per set with bolts
Under 100,000 lbs.............................................................................................................................................. 300.00 Over 100,000 lbs................................................................................................................................................. 380.00 BESS Rate Schedule | Potholing
Hourly Night/OT Emergency
Rate Rate Rate
Project Management......................................................................................... $145.00 Project Coordination......................................................................................... $125.00 Licensed Professional (Civil / Surveyor / Geophysicist)................... $155.00 LiDAR / UAV / Geophysical Data Processing and Extraction.............. $95.00 CAD Technician................................................................................................... $110.00 Reports / Sketches / Clerical............................................................................ $95.00 Data Processing and Extraction.................................................................... $125.00 Utility Location & Gas Transmission Standby
1‐Person Utility Designation w/ GPR & EM Pipe Locator ................. $175.00..........$280.00..........$280.00 2‐Person Utility Designation w/ Multi Antenna GPR.......................... $310.00..........$496.00..........$496.00 1‐Person Gas Transmission Stand by w/truck and equipment...... $185.00..........$296.00..........$296.00 Potholing and Vacuum Excavation
2‐Person Utility Potholing w/ air vacuum truck................................... $295.00..........$383.50..........$472.00 1‐Person Utility Potholing w/ hydro vacuum truck ............................ $290.00..........$377.00..........$464.00 2‐Person Utility Potholing w/ hydro vacuum truck ............................ $360.00..........$468.00..........$576.00 2‐Person Key Hole & Surface Restoration w/ equipment................. $285.00..........$370.50..........$456.00 1‐Person Dump Truck Crew w/equipment............................................. $190.00..........$247.00..........$304.00 Traffic Control
1‐Person Traffic Control w/ arrow truck................................................. $145.00..........$188.50..........$232.00 2‐Person Traffic Control w/ arrow truck................................................. $230.00..........$299.00..........$368.00 1‐Person Flagger / TC Helper........................................................................ $125.00..........$162.50..........$200.00 GPR Concrete Scanning and Coring
1‐Person GPR Concrete Scanning w/ equipment.................................. $187.50..........$243.75..........$300.00 1‐Person GPR Concrete Scanning w/ equipment Prevailing Wage$217.50..........$282.75..........$348.00 1‐Person Saw Cutting & Coring w/ equipment...................................... $145.00..........$188.50..........$232.00 1‐Person Saw Cutting & Coring w/ equipment Prevailing Wage... $165.00..........$214.50..........$264.00 CCTV Camera – Video Inspection
2‐Person CCTV Pipe Inspection w/ Main Line Crawler Unit............ $295.00..........$383.50..........$472.00 2‐Person CCTV Pipe Inspection w/ Lateral Line Push Unit.............. $285.00..........$370.50..........$456.00 2‐Person Hydro Flushing w/ hydro vacuum truck .............................. $360.00..........$468.00..........$576.00 Surveying and Mapping
1‐Person Survey Crew ‐ GPS / Robotic / 3D Scanner.......................... $175.00..........$227.50..........$280.00

3.A.5.b
Packet Pg. 243 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 7
2‐Person Survey Crew ‐ GPS / Robotic / 3D Scanner.......................... $250.00..........$325.00..........$400.00 2‐Person Survey Crew ‐ Mobile LiDAR Scanner .................................... $325.00..........$422.50..........$520.00 2‐Person Survey Crew ‐ UAV Data Collection......................................... $250.00..........$325.00..........$400.00 NOTE: Rates are portal to portal from our office in Ontario CA Additional Cost
1‐Person General Labor Hourly Rate......................................................... $125.00 1‐Person Utility Truck Travel Hourly Rate w/ equipment.................. $95.00 1‐Person Large Utility Truck Travel Hourly Rate w/ equipment... $150.00 2‐Person Large Utility Truck Travel Hourly Rate w/ equipment... $175.00 Traffic Control Plans – non‐stamped (per sheet).................................. $300.00 Traffic Control Plans – Stamped (per sheet)........................................... $600.00 Mileage, if applicable........................................................................Current IRS Rate Lodging and meals, applies when over 50 miles................ Current GSA Rate Off‐Road Vehicle Rental..............................................................................Cost +10% Outside reproductions, shipping, services, and consultants .......Cost +10% Special backfill and resurfacing materials ..........................................Cost +10% Cost of normal field supplies are included in the above rates....Cost +10% Conditions
Work site must be safe and prepared in advanced prior to scheduling our crews (if managed by client) Show up cost is a two-hour minimum per our hourly rates Minimum charge is half of our day rate stated above
Over time applies after eight hours of work on site and weekends Emergencies and Sundays are double time Rates above apply to day shift (typical BESS day shift hours are 7:00 AM to 3:30 PM).

Night rate applies outside of normal shift hours.

Overtime after 8hrs on site up to 12hrs and Saturdays, rate is 1.3 times those shown above. Overtime after 12hrs, Emergency, Sundays and Holidays, rate is 1.6 times those shown above.

Helman Rate Schedule | Architectural
Principal..........................................................................................................................................................................$ 185.00 Project Architect..........................................................................................................................................................$ 160.00 Staff Architect............................................................................................................................................................... $ 140.00 Designer ..........................................................................................................................................................................$ 130.00 Draftsperson/CAD Operator.................................................................................................................................... $ 95.00 Clerical/Typist ............................................................................................................................................................... $ 65.00 Approved reimbursable items such as equipment rental, travel expenses, shipping, courier services, reproductions, etc., will be billed at cost. Other reimbursables are as follows:

Formal issues of CAD Plots (black & white)................................................................................... $ 10.00 per sheet Black & White 8.5 x 11 Copies................................................................................................................... $ .20 per sheet Color 8.5 x 11 Copies...................................................................................................................................$ 1.95 per sheet Meridian Rate Schedule | Environmental
Principal/Partner ................................................................................................................................$195.00 to $250.00 Associate Principal..............................................................................................................................$176.00 to $200.00 Senior Professional.............................................................................................................................$150.00 to $175.00 Project Professional............................................................................................................................$120.00 to $150.00 Staff Planner ..........................................................................................................................................$100.00 to $120.00

3.A.5.b
Packet Pg. 244 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, On-call Engineering Services
Water, Wastewater, and Stormwater
Rate Sheets
February 4, 2022 | Page 8
Analyst/Field Technician.................................................................................................................. $95.00 to $ 110.00 Administrative Manager..................................................................................................................... $90.00 to $105.00 Editor/Production Coordinator ......................................................................................................... $80.00 to $95.00 Graphics Specialist................................................................................................................................... $80.00 to $90.00 Clerical/Administrative ......................................................................................................................... $65.00 to $75.00 Intern............................................................................................................................................................. $35.00 to $55.00 An overtime premium will be added to the hourly rates of non-professional staff. Overtime work is defined as time charged to a project in excess of eight (8) hours per day, and any time worked on weekends or holidays. Travel time spent in the interest of the client will be charged at the hourly rate.

When it is necessary for an employee to be away from the office overnight, subsistence will be charged.

Contract personnel will be charged per the hourly rates for their category as listed above.

Preparation for court appearances, depositions, presentations to regulatory boards, or other special requests for testimony will be charged on a time-and-materials basis.

Other Charges
Subcontractors .................................................................................................................................. Cost plus 10 percent Expenses and Outside Reproduction Charges...................................................................... Cost plus 10 percent Mileage
Off-Road Mileage Expense........................................................................................................................$ 0.95 per mile Staff Mileage Expense.......................................................................................... IRS standard reimbursement rate Equipment Rental and Usage
Contracted equipment (all).......................................................................................................... Cost plus 10 percent Noise Monitoring Equipment............................................................................................................... $300.00 per day Internal Reproduction Costs
Black and White Copies Single Sided

8.5”x11”.................................................................................................................................................... $0.50 per copy 11”x17”..................................................................................................................................................... $0.75 per copy Raftelis Rate Schedule | Financial Planning
Chair/Chair Emeritus ..................................................................................................................................................... $475 Chief Executive Officer/President............................................................................................................................. $400 Executive Vice President............................................................................................................................................... $350 Vice President/Principal Consultant........................................................................................................................ $325 Senior Manager ................................................................................................................................................................. $285 Manager................................................................................................................................................................................$250 Senior Consultant............................................................................................................................................................. $220 Consultant ...........................................................................................................................................................................$190 Creative Director .............................................................................................................................................................. $190 Associate ..............................................................................................................................................................................$160 Graphic Designer .............................................................................................................................................................. $135 Analyst.................................................................................................................................................................................. $115 Administration .....................................................................................................................................................................$85 Technology Charge* ...........................................................................................................................................................$10

3.A.5.b
Packet Pg. 245 Attachment: RFQ Submissions from Responsive Firms (Approval of Qualified Engineering Firms for On-Call Engineering Services for Water, City of San Jacinto
On-Call Engineering Services (Water/Waste Water/Storm Water), bidding on 02/04/2022 11:00 PM (PST)

Page 1 of 1 ends

San Jacinto City CouncilMarch 1, 2022

San Jacinto City Council
March 1, 2022