Fairfield City Council
July 15, 2025

1 Revised 1/09/2025

PROFESSIONAL SERVICES AGREEMENT
THIS AGREEMENT is made at Fairfield, California, as of ________________, 20____, by and between the City of Fairfield, a municipal corporation (the “CI TY") and Schaaf & Wheeler Consulting Engineers ("CONSULTANT"), who agree as follows:
1) SERVICES. Subject to the terms and conditions set forth in this Agreement, CONSULTANT shall provide to the CITY the services described in Exhib it “A,” which consists of the proposal submitted by CONSULTANT. CONSULTANT shall provide said services at the time, place, and in the manner specified in Exhibit “A.”
2) PAYMENT. CITY shall pay CONSULTANT for services ren dered pursuant to this Agreement at the times and in the manner set forth in Exhibit “B .” The payments specified in Exhibit “B” shall be the only payments to be made to CONSULTANT for services rendered pursuant to this Agreement.

CONSULTANT shall submit all billings for said services to the CITY in the manner specified in Exhibit “B.” 3) FACILITIES AND EQUIPMENT. CONSULTANT shall, at its sole cost and expense, furnish all facilities and equipment which may be required for furnishing services pursuant to this Agreement. 4) GENERAL PROVISIONS. The general provisions set for th in Exhibit “C” are part of this Agreement. In the event of any inconsistency betwe en said general provisions and any other terms or conditions of this Agreement, the provisions set forth in Exhibit “C” shall control. 5) INSURANCE REQUIREMENTS. The insurance requirements set forth in Exhibit “D” are part of this Agreement. In the event of any inconsistency between said general provisions and any other terms or conditions of this Agreement, the requirements set forth in Exhibit “D” shall control. 6) BUSINESS LICENSE. The CONSULTANT shall obtain and keep current a business license for work within the City of Fairfield pursuant to Chapter 10B of the Fairfield City Code, with respect to the gross receipts received pursuant to this Agreement. No payments shall be made to any SERVICE PROVIDER until such business license has been obtained, and all fees paid therefore, by the CONSULTANT. Business license applications and information may be obtained from the Community Development Department, Fairfield City Hall, 1000 Webster Street, Fairfield, CA 94533-4883, (707-428- 7509) and online at www.fairfield.ca.gov/biz .

7) EXHIBITS. All exhibits referred to herein are atta ched hereto and are by this reference incorporated herein.
8) TERM. This agreement shall be in effect through December 31, 2026. 9) GOVERNING LAW AND VENUE. Should either Party to th is Agreement bring legal action against the other, the validity, interpretation, and performance of this Contract shall be controlled by and construed under the laws of California, excluding C alifornia’s choice of law rules. Venue for any suc h action relating to this Agreement shall be in the Solano County Superior Court. 10) Where applicable, vehicles with a GVWR greater than 8,500 lbs. and light-duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of

2 Revised 1/09/2025
air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets

11) ENTIRE AGREEMENT. This Agreement, including any ot her documents incorporated herein by specific reference, represents the entire and in tegrated agreement between CITY and CONSULTANT.

This Agreement supersedes all prior oral or written negotiations, representations or agreements. This Agreement may not be modified or amended, nor any p rovision or breach waived, except in a writing signed by both parties which expressly refers to this Agreement. 12) COUNTERPARTS. This Agreement may be executed in c ounterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. 13) NOTICES. This Agreement is managed and administere d on the CITY’s behalf by the individual named below. All invoices must be submit ted and approved by this individual and all notices shall be given to the CITY using the following contact information:

CITY Contact: Bryan Heinzelman
E-mail: [email protected]
Address: 2900 Vista Grande, Fairfield, CA 94534
Telephone: (707) 434-6157
Notices must be given to CONSULTANT at the following:

CONSULTANT Contact: Lawrence Johnson
E-mail: [email protected]
Address: 4699 Old Ironsides Drive, Suite 350, San ta Clara, CA 95054 Telephone: (408) 246-4848

EXECUTED as of the day first above-stated.

City of Fairfield, a municipal corporation

By:__________________________________

CONSULTANT

By:___________________________________
5/30/25
Glen Anderson, Vice President

Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS
1171 Homestead Rd., Ste. 255
Santa Clara, CA 95050
(408) 246-4848

April 17, 2025

TECHNICAL PROPOSAL FOR
City of Fairfield
Rolling Hills Pump Station Power and Pump Improvements

EXHIBIT A

Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS
4699 Old Ironsides Drive, Suite 350
Santa Clara, CA 95054
(408) 246-4848
April 17, 2025
Bryan Heinzelman, Associate Civil Engineer
Public Works, 3rd Floor
1000 Webster Street
Fairfield, CA 94533
Subject: Proposal for Rolling Hills Pump Station Power and Pump Improvements Dear Mr. Heinzelman:

Schaaf & Wheeler is pleased to submit the enclosed proposal to provide professional design services for the Rolling Hills Pump Station Power and Pump Improvements project to the City of Fairfield. Our team is positioned to provide all of the requested professional services to prepare plans, specifications, and cost estimates for the project.

Our firm has worked closely with dozens of public agencies on projects including booster stations, domestic water systems and the intricacies of variable frequency drives, including their impacts to hydraulic systems. We are knowledgeable in applicable federal, state, and local codes and other regulatory requirements that apply to this project. Recently, we completed the Newell Booster Station design for the City of American Canyon to serve their upper water zone for the Watson Ranch Specific Plan.

Lawrence D. Johnson, PE will be the project manager. Lawrence has more than 12 years of experience working on pump station improvement projects throughout Northern California. I will be the principal-in-charge, bringing more than 18 years of experience.

As a vice president and an owner of Schaaf & Wheeler, I am authorized to solicit business and enter into contracts for our firm. Lawrence and I will be supported by Leif M. Coponen, PE, who has more than 20 years of experience. Leif will provide QA/QC services for deliverables before they are submitted to the City. Schaaf & Wheeler has reviewed the City’s Sample Consultant Services Agreement and takes no exceptions.

The enclosed proposal outlines our project approach, work plan, and team qualifications. We welcome the opportunity to meet with the City to discuss our proposal further. If you need any further information or have any questions, please contact Lawrence at (408) 398-7746 or [email protected].

Sincerely,
Schaaf & Wheeler

Glen M. Anderson, PE, Vice President
(408) 246-4848 x 217; [email protected]

Table of Contents
Schaaf & Wheeler
Table of Contents
Project Personnel .......................................................................................................... 1 Consultant Staff Commitments .................................................................................... 4 Experience and References ......................................................................................... 5 Scope of Work ............................................................................................................... 9 Appendix A: Project Schedule
Appendix B: Resumes
Cost Proposal (included separately)

Table of Contents
Schaaf & Wheeler 1
Project Personnel
Schaaf & Wheeler has assembled a dedicated team of in-house engineers and subconsultants to complete the proposed project for the City, as outlined in our organization chart. Summaries of individual qualifications and project responsibilities are included below, with full resumes listed in Appendix B. A chart of key personnel commitments is included in the following section.

Schaaf & Wheeler Team
Lawrence D. Johnson, PE: Project Manager, 234 hours
Larry is a senior project manager at Schaaf & Wheeler. He has more than 12 years of experience in pump stations assessment, hydraulic systems, urban water systems, groundwater hydraulics, open-channel hydraulics, water wells and pumps and GIS applications to water resources. He has assessed more than 200 pump stations in the last six years and has recommended improvements and prepared design of improvements for many of them. As project manager, Larry will delegate project tasks to the team while maintaining the schedule and budget. He will meet regularly with City as needed for project updates and to resolve any issues that arise during development.

Glen M. Anderson, PE, PSAP: Principal-in-Charge, 36 hours Glen is a vice president and owner at Schaaf & Wheeler. He has 18 years of experience in potable water, sanitary sewer system, and storm water assessment and design, as well as the associated construction support and management associated with those projects. Glen has worked on numerous sanitary sewer pump station rehabilitation Principal
-
in
-
Charge
Glen M. Anderson, PE
QA/QC
Leif M. Coponen, PE
Project Manager
Lawrence D. Johnson, PE
Project Engineer
Brett F. Crews, PE
Assistant Engineer
Sandy E. Carroll
Electrical and
Structural
Engineering
TJCAA
Cathodic
Protection
JDH Corrosion
Topographic
Survey
Cinquini &
Passarino
Table of Contents
Schaaf & Wheeler 2
projects throughout the Bay Area. Additionally, Glen has performed condition assessments for more than 120 sanitary sewer and storm water pump stations. Glen has also provided construction support and management services for a variety of projects, including wells, pipelines, storage tanks, pump stations, and generator installations. He is currently managing multiple sewer upgrade projects for the Port of Oakland. As principal-in-charge, Glen will be responsible for contract negotiation and will work with Larry to maintain the project schedule and budget. He will work with City staff to make sure contractual issues are resolved.

Leif M. Coponen, PE: QA/QC, 12 hours
Leif is a vice president and owner at Schaaf & Wheeler. He has more than 20 years of experience leading multi-disciplinary teams for potable water projects from assessment through design and construction. He has planned and designed cost-effective water supply distribution systems for public agencies and private developments across California. Leif regularly provides CEQA support for water and wastewater CIPs and public works projects. He has completed several utility impact studies and water supply assessments for new developments, including the development of a conservation center for the Saratoga Wildlife Care Center. Leif has expertise in modeling water and sewer systems with Bentley’s WaterCAD, Innovyze’s InfoWorks ICM, InfoWATER, and InfoSWMM software platforms. Leif will oversee our quality assurance and quality control efforts.

Brett F. Crews, PE: Project Engineer, 200 hours
Brett is an associate engineer with more than five years of experience in design and construction support for wastewater, stormwater, and potable water systems. He has successfully completed several multidisciplinary projects for public and private company clients in and around the Bay Area. Brett is also experienced in pressurized systems hydraulics, open-channel hydraulics, and GIS applications in water resources. Brett is proficient in AutoCAD, ArcGIS, WaterCAD, InfoWater, InfoWater PRO, and InfoSWMM.

Brett will assist Larry with day-to-day engineering tasks.

Sandy E. Carroll, EIT: Assistant Engineer, 156 hours
Sandy is an assistant engineer at Schaaf & Wheeler with over four years of experience in planning, design, and construction support for wastewater, stormwater, and potable water systems. She acts as a primary modeler for the development and analysis of CIPs with respect to developments, precise plans, and master plans. Sandy regularly assists with development/construction reviews, C3 SWMP reviews and inspections, and CEQA support for private development projects in San Joaquin, San Mateo, and Santa Clara County. She has also completed CEQA utility impact studies and on-call sanitary sewer modeling support for the City of Mountain View. Sandy will assist Larry with day- to-day engineering tasks.

Table of Contents
Schaaf & Wheeler 3
About Our Subconsultants
Electrical and Structural Engineering
TJC and Associates, Inc. (TJCAA) is a small business enterprise providing engineering services to local Bay Area clients, as well as clients throughout the United States. TJCAA provides expertise in the design of infrastructure for water and wastewater treatment plants, pump stations, and reservoirs/tanks, as well as flood control structures, bridges, and support facilities. Their head designers, Terry Cavanagh and Paul Giorsetto, each provide over 35 years of experience in delivering creative solutions for special districts, municipalities, and commercial/industrial clients. In 2012, Mike Erwin joined the TJCAA group, bringing his 30-plus years of experience as a designer and system integrator working on control systems in the water and wastewater industry. For more than a decade, Schaaf & Wheeler and TJCAA have teamed on numerous pump station projects for potable water, stormwater, and wastewater.

Cathodic Protection
JDH Corrosion Consultants, Inc. is an engineering
company specializing in providing corrosion consulting
services to clients in the fields of water and wastewater treatment and transmission, storage tanks, bridges, pier, piling and other off-shore marine structures, sheet pile walls, mining and minerals, aerospace, petroleum refining and distribution, electric power generation, transportation industry, municipalities and state and federal government agencies. They recently provided the City with cathodic protection design for the Oakland Hill Pump Station. They also assisted with the City’s Water Utility Master Plan by performing condition assessments and corrosion testing of reservoirs as well as the North Bay Regional Water Treatment Plant. JDH has collaborated with Schaaf & Wheeler on several infrastructure projects in Northern California, including the Clemente Pump Station Outfall Pipe Repair and Rehabilitation project for the Town of Corte Madera and the Wilson Storm Drain Pump Station Rehabilitation Project for the City of Petaluma.

Topographic Survey
Cinquini & Passarino, Inc. (C&P) was established in 1954 and is headquartered in Sonoma County with offices in Santa Rosa, Healdsburg, Napa, and Oakland. They have extensive experience providing federal, state, local agency, special districts, consulting engineers and private clients with reliable surveying services ranging from topographic surveys, right-of-way surveys, railroad surveys, boundary surveys, remote sensing surveys, hydrographic surveys, GIS services and construction surveys. C&P’s staff utilize the latest technologies in land surveying, hydrography and mapping to increase efficiency while maintaining the high accuracy and quality of survey deliverables for which they are known. They have worked closely with Schaaf & Wheeler on several projects involving pump stations.

Consultant Staff Commitments
Schaaf & Wheeler 4
Consultant Staff Commitments
The below matrix outlines personnel roles and committed time for this project, as well as the locations from which each team member will be working.

Key Personnel Name and
Location
Assigned Project Role Availability
Lawrence D. Johnson, PE
Santa Clara, CA
Project Manager 20%
Glen M. Anderson, PE, PSAP
Santa Clara, CA
Principal-in-Charge 10%
Leif M. Coponen, PE
Santa Clara, CA
QA/QC 10%
Brett F. Crews, PE
San Francisco, CA
Project Engineer 25%
Sandy E. Carroll, EIT
San Francisco, CA
Assistant Engineer 30%
Jacqueline Arama, PE
Concord, CA
Electrical Engineer 20%
Andrew Calma, EIT
Concord, CA
Electrical Engineer 45%
Ronald Migdal, SE
Oakland, CA
Structural Engineer 30%
Hernando Montoya, PE
Concord, CA
Structural Designer 40%
J. Darby Howard, Jr., PE
Concord, CA
Cathodic Protection

10%
Brandon Olsen, EIT
Concord, CA
Cathodic Protection

25%
Mark P. Andrilla, PE, PLS
Napa, CA
Topographic Survey 30%
Experience and References
Schaaf & Wheeler 5
Experience and References
Schaaf & Wheeler has completed numerous projects similar in size and scope to the City’s proposed project in the last 10 years. Examples of those projects are included below, including reference information.

Client and Contact:

Steve Reilly
330 Land Company, LLC
16381 Scientific Way
Irvine, CA 92618
(925) 365-3128
[email protected]
Project Owner:

City of American Canyon
Contract Value: $157,515
Construction Cost: TBD
Duration: 2024 – 2025
Team Members:

PM: Lawrence D. Johnson, PE
Staff: Glen M. Anderson, PE;
Garrett Chick, EIT
Subcontractors:

Biggs Cardosa Associates;
Fehr Engineering
Watson Ranch Newell Booster Pump Station
Schaaf & Wheeler was contracted by 330 Land
Company to design the required publicly
owned/operated fire and domestic booster pump
station for the Watson Ranch Canyon Estates
development located in American Canyon, California.

Multiple developments are currently planned within
the Watson Ranch Specific Plan Area, each requiring
domestic and fire service from the City’s proposed
high-pressure zone. To serve these areas, a booster
pump station has been proposed near the Canyon
Estates development, containing a domestic booster
pump skid and a fire flow skid.

The booster station serves as an interim condition
allowing for early development within the Watson
Ranch Specific Plan to be serviced with domestic and
fire water. Considerations for future gravity tanks
were also vetted during planning of this station to
allow for transitioning of the booster station
operations once gravity storage is built per the City’s Water Master Plan.

Experience and References
Schaaf & Wheeler 6

Client and Contact:

Patrick Breen
Water Resources Manager
Marina Coast Water District
920 Second Ave, Suite A
Marina, CA 93933
(831) 384-6131
[email protected]
Contract Value: $975,000
Construction Cost: $13M
Duration: 2019 – 2025
Team Members:

PM: Andrew A. Sterbenz, PE
Staff: Leif M. Coponen, PE;
Joshua C. Tabije, EIT
Subcontractors:

Denise Duffy & Associates;
Cornerstone Earth Group; TJC
& Associates; The Paul Davis
Partnership; Whitson
Engineers; H.T. Harvey &
Associates
A1/A2 Reservoirs and B/C Booster Pump Station
Schaaf & Wheeler designed the Marina Coast Water
District A1/A2 Reservoir and B/C Booster Station
located on the CSU Monterey Bay campus on the
former Fort Ord. Schaaf & Wheeler had prepared a
Basis of Design report for the project in 2007, but the project was shelved due to the economic downturn.

An updated basis of design report was prepared in
2019, reflecting changes in the pumping targets and
relocating the project site to accommodate the
updated CSUMB master plan.

The project collocates the main B/C Zone booster
pump station with the new A-Zone water tanks. This
change requires extending the wellfield pipeline,
which terminates at the existing B/C Zone booster
pumping station. The project included 5,600-LF of
new pipelines, 12- through 30-inch in diameter, to
connect the new booster pump station to the system
and reroute a portion of the wellfield transmission
main. The design included a shut-down plan to
facilitate making these pipeline connections while
minimizing the outage duration.

During construction, an additional 1,700-LF of a 24-
inch transmission main was added to the project.

Schaaf & Wheeler completed the additional design in
60 days so the pipeline construction would not delay
the system start-up.

Experience and References
Schaaf & Wheeler 7

Reference:

Carlos Sempere
Alameda County Water District
43885 S. Grimmer Blvd
PO Box 5110
Fremont, CA 94537
(510) 668-4200
[email protected]
Contract Value: $810,806.82
Construction Cost: $6M
Duration: 2019 – 2023
Team Members:

PM: Glen M. Anderson, PE
Staff: Logan N. Fox, PE; Brett
F. Crews, PE
Subcontractor:

TJCAA; David J. Powers
Curtner Road Booster Station Rehabilitation
Curtner Road Booster Station is a critical potable
water booster station owned and operated by
Alameda County Water District. The station operates
as an altitude valve vault for Alameda Reservoir and
as a booster station to pump water to the higher
zones in their system. The current rehabilitation
project increases safety and accessibility to the
station and its appurtenances.

Schaaf & Wheeler was hired to prepare design plans
and project specifications to address the concerns of
the District. The design removed all piping, pumps,
valves, structures, and appurtenances and were
replaced to accomplish the design goals.

The design successfully increased accessibility,
safety, and efficiency within the station. Significant
complications in the design stemmed from the limited
space within the station. However, the design
included additional structural improvements and
piping, valves, and pumps to create additional space
within the station to meet the District’s design criteria.

Station construction was completed in 2023. Project
bid prices were substantially impacted by electrical
and mechanical supply chain shortages associated
with Covid.

Experience and References
Schaaf & Wheeler 8
Client and Contact:

Chris Hayes, Kier & Wright
250 Cherry Lane
Manteca, CA 95337
(209) 328-1123 x 3109
[email protected]
Project Owner:

A Government Secure Facility
Contract Value: $310,000
Construction Cost: ~$6M
Project Duration: 2022 –
Present
Team Members:

PM: Glen M. Anderson, PE
Staff: Sandra E. Carroll, EIT
Subcontractors:

DCM Consulting
Site 300 Water System Design
As a subconsultant to Kier + Wright, Schaaf &
Wheeler analyzed a water system for a government
secure facility to size domestic and fire water
pipelines to identified buildings. Our firm also
designed new pipelines using traditional and
trenchless solutions (cable plow, HDD, and open
trenching) across hilly terrain, sensitive habitat and
known contamination sites.

As part of the project, Schaaf & Wheeler analyzed
two existing booster pump stations, which operate in
series. We identified the need to add a
hydropneumatic tank to one station to mitigate
pressure surges. We also added a buffer tank
between the two stations to minimize coordination
issues.

Lastly, we designed pump replacements to replace
one of two large pumps at each station with two
smaller pumps. This gave the station the flexibility to meet the typically small domestic demands of the
system while maintaining the ability to meet fire flow
needs.

Our firm provided all design details, calculations, and specifications to Kier + Wright in order for them to
prepare plans for the project. We are currently
providing construction support for the project. Due to
the security requirements of the client, drawings and
photos are not available.

Scope of Work
Schaaf & Wheeler 9
Scope of Work
Project Understanding and Design Approach
The Rolling Hills Pump Station (Pump Station) is a domestic booster station housing three PACO end-suction centrifugal pumps. These pumps boost domestic water from the City’s Zone I pressure zone to the Zone II pressure zone. Pump operations are controlled via level monitoring within the Zone II Rolling Hills Water Tank (Tank). The Pump Station was constructed in 1989 as an outdoor station with abovegrade piping and outdoor rated electrical enclosures. The Pump Station was later enclosed in a split- faced CMU building with a timber-frame roof. The existing control panels were left as outdoor rated enclosures at the time the building was constructed. The station is in close proximity to City Fire Station 41 (south side of the station) and an inspector building to the east. The Putah South Canal runs along the northern edge of the Booster Station site, separated by an existing fence.

Since the station’s mechanical and electrical equipment is currently beyond its design life, the City has expressed interest in rehabilitating the station. The rehabilitation includes replacement of all above grade piping, valves, pumps, supports along with electrical cabinets, conduit, conductor and lighting. While internal station improvements are requested for this project, the City would like to keep the existing split-faced CMU building and roof since it was constructed fairly recently in 2006. Therefore, accessibility will be a key component during the initial planning phase of the project. Adjustments to grading around the station, particularly at the station entry driveway will be critical to providing ease of access for maintenance vehicles along with updating the site’s overall drainage.

Surge and Water Hammer
The station’s original pumps were outfitted with reduced voltage soft starters designed to limit both current inrush to the pump motors but also to slowly start the pumps, mitigating large pressure spikes from being initiated into the distribution system. A power failure, or even a normal pump shutoff would still induce potential surge or transient pressure waves into the system. The booster station was originally constructed with a surge anticipator valve, to provide surge/transient protection during an anticipated power failure or sudden pump shutdown. The valve operates hydraulically and senses a low pressure wave, caused by an instantaneous pump shutdown, and opens the valve bonnet. This allows the returning high pressure wave to be relieved instead of rebounding against a closed valve. The surge anticipator valve then slowly closes to reduce additional pressure surge generation.

While the surge anticipator valve assists in relieving pressure spikes during a surge event, vacuum pressures should also be assessed since the initial downsurge can result in vacuum pressures large enough to damage existing pipe. Combination air release and vacuum valves would be assessed at the station high points to alleviate atmospheric vacuum potential. Similar to Schaaf & Wheeler’s recent experience working with Sacramento Area Sewer District and Mountain View, Schaaf & Wheeler Scope of Work
Schaaf & Wheeler 10
would analyze site-specific surge potential based on the method of characteristics to confirm any proposed surge mitigation.

Variable Frequency Drives
The existing pumps are also outfitted with Booster Pump Control Valves, however the City has expressed interest in confirming if the BPCVs would still be required if the station were run on variable frequency drives (VFDs). The BPCVs are intended to slowly open and slowly close when a pump is called to start and stop, respectively.

These BPCVs operate once a signal is provided from the MCC to the onboard BPCV solenoid. The solenoid initiates the valve to begin its opening/closing process, which occurs hydraulically. A correctly functioning BPCV will mitigate most surge events under normal operations. A power failure being the one exception, as the valve does not have adequate time to slowly close.

VFDs can be programmed to perform a similar function as the BPCVs, however VFD turndown ability can be impacted by a system’s hydraulic makeup. Systems with a majority of the Total Dynamic Head (TDH) comprised of static head, for example, are limited in terms of how far they can be turned down before shutoff head is reached. The figure below illustrates some assumed values of static and friction losses for the Zone II water system based on the Rolling Hills Tank elevations, distribution main sizes, lengths and assumed pipe roughness.

If suction pressures are high in Zone I (assume 80 psi), then the VFD is shown to be appropriate and operates fairly closely with the best efficiency point. This is due to .
.
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.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.

PSI PSI Design low Required
PAC Type , Imp o. D Pump D Pump

Scope of Work
Schaaf & Wheeler 11
dynamic friction loss accounting for a majority of the TDH. However, when suction pressures are low in Zone I (assume 40 psi), the pumps are required to overcome much more static lift. This results in static head now accounting for a majority of the TDH in the system. As can be seen from the chart above, at psi suction pressure, the D’s would not be appropriate and would not allow for any turndown. Since Zone I pressures are diurnal and fluctuate throughout the day, S&W will work with the City to confirm boundary conditions at the station to assess applicability of VFDs and any limitations present. If D’s are not selected, then it is important to note that BPCVs or soft starters would be recommended. Schaaf & Wheeler will leverage its extensive experience in VFD hydraulics to ensure the booster station operates as intended and as required by the City.

Building Fire Resistance
The existing building, constructed in 2006, is comprised of split-faced CMU walls and a standing seam metal roof supported on a timber frame. The City has indicated that they would like to explore alternatives to improve the building’s fire resistance. Since the building’s CMU and metal roof already provide robust fire resistance, exploring internal coatings, insulation and/or gypsum board finish for the underside of the roof will be assessed to bolster the building’s fire resiliency.

Communications
Schaaf & Wheeler and our subconsultant TJC and Associates will work with the City to catalog and provide the requested remote signal monitoring and operational capabilities. Analog and digital I/O, and preferred equipment will be coordinated early on with the City to confirm the preferred instrumentation and operability is accounted for in the communications design. Communications for remote generator testing and a dedicated fiber connection to the adjacent Fire Station are currently assumed for project improvements.

Fencing and Security
The site is bounded by existing PVC-coated chain-link fencing with security barb wire with the exception of the driveway access point. While the west and south fence lines are intended to remain unchanged, the northern fenceline will be raised to match the west and south fenceline overall height. This will help raise the existing barb wire along the northern perimeter to prevent accidental injury to operations/maintenance personnel. Schaaf & Wheeler will coordinate project improvements along this property line with the Putah South Canal Authority having jurisdiction as a project stakeholder for early project buyoff and approval. Additionally, existing fencing adjacent to the inspector’s building will be modified to accommodate and enclose the proposed generator.

Detailed Scope of Work
Specific scope items include designing the following improvements as identified in the City’s request for proposal:

Scope of Work
Schaaf & Wheeler 12
Electrical
▪ Motor Control Center Replacement
▪ Incorporation of Variable Frequency Drives for pumps. Hydraulic assessment to confirm minimum turndown speed.
▪ Relocated existing Meter Main, MCC, ATS, RTU as necessary ▪ Add backup diesel generator, load bank, equipment pad, with ALC and ATS ▪ New conduit and conductor for all electrical inside and outside the building. CMU building to remain.
▪ New interior and exterior lighting.
▪ Evaluate power feed to the adjacent inspector building.

Controls/Telemetry
▪ Include 12 fiber Single Mode network cable from PLC to Fire Station communications room.
▪ Include new Allen Bradley 5380 PLC and IO
▪ Include MDS Orbit Radio (220 Mhz)
▪ Include UPS supporting PLC cabinet, I/O, DKS system, Telemetry and VFD interfaces.
▪ Provide ethernet interface to Generator and ATS (Modbus or E/IP) ▪ Initiate Generator exercise via PLC output
Instrumentation
▪ Replace Flow meter with McCrometer or E&H Mag Flow Meter with integrated display, ethernet/modbus & 4-20mA outputs.
▪ Include Rosemont/Emerson 2088 Pressure Transmitters, 4-20mA output with local display.
▪ Include Surge Anticipator Valve status feedback, physical and electrical ▪ Include Mechanical Pressure Gauges
▪ Include Power Monitoring, AB PM5000 series.

Mechanical
▪ Replace pumps and motors
▪ Eliminate Existing Bypass
▪ Replace all Valves inside the station
▪ Replace the existing AR ’s
▪ Add ARV to suction side pipes
▪ Replace Surge Anticipator Valve, including position monitoring. ▪ Evaluate need for booster pump control valves versus mechanical check valves. ▪ Include floor drains if BPCV are retained to drain wasted water from normal valve operation.

Cathodic Protection
▪ Evaluate need for cathodic protection
Building
▪ Break out concrete slab and repour with new conduit runs, pump pads, and electrical pad.

Scope of Work
Schaaf & Wheeler 13
▪ Confirm adequate ventilation within the building.
▪ Improve Fire Resistance of the building
▪ Redirect drainage inside of the building to the local storm drain system.

Grading, Access, Fencing
▪ Demo asphalt and concrete between pump station building and inspector building and repour new yard conduits. Construct new concrete around the pump station with appropriate grading to drain away from the buildings. ▪ Demo existing concrete and repour area between records building and fence for installation of generator.
▪ Add storm drain inlets as required for drainage.
▪ Replace fence from the northeast corner of the pump station building along the northern property line to encapsulate the proposed generator.

Gate Controller
▪ Bring existing gate access enclosure up to code
▪ Move DKS system to inside of the Pump Building
▪ Repair Keypad Pedestals
The proposed detailed scope of services and assumptions are included below:

Task 1. Project Management
Project management will be ongoing for the duration of the project. Key components of Schaaf & Wheeler’s project management activities will include the following:

A. Manage its team and overall project activities consistent with direction from the City to meet the project schedule and budget. This includes managing sub- consultants, maintaining the schedule and budget, anticipating and mitigating potential issues and delays, and updating the City on the overall project progress.

B. Coordinate with the City, design team members, consultants, utility companies, other government agencies, and other affected parties as required and manage QA/QC activities for the project deliverables.

C. Organize and attend project meetings with the City to discuss project progress, decisions, and direction of coordinated activities. Meetings will be held at the following project phases:
a. Kick Off Meeting
b. 35% Design Review Meeting
c. 65% Design Review Meeting
d. 95% Design Review Meeting
D. Prepare, monitor, and update progress schedule in Microsoft Project format beginning at the kickoff meeting and ending at contract award for the last submittal package. Schedule updates will be provided for each deliverable milestone listed above (3 total).

E. Provide monthly progress reports.

Scope of Work
Schaaf & Wheeler 14
Deliverables

1. Progress schedules in MS Project format submitted electronically as an ” x ” PD file and in native MS Project format

2. Meeting agendas, preparation materials, and meeting minutes for each project meeting (in PDF file)

3. Monthly progress reports and invoices (in PDF file)
Task 2. Topographic Survey and Corrosion Assessment
Schaaf & Wheeler’s subconsultant Cinquini & Passarino will perform topographic surveying of the existing station to identify existing utilities, grades, and pertinent surface features for use and incorporation into the subsequent design document deliverables. JDH will perform on-site inspection of in-situ soil resistivities at select locations at the booster station, including inspection of any exposed sections of pipe that will remain. An engineering report will be prepared which will summarize the field data and analysis.

Deliverables

1. Topographic Survey of site features and utilities (AutoCAD DWG)

2. Corrosion Assessment Report (PDF)
Task 3. 35% Design
construction documents will follow the City’s design standards and criteria and will include plans, specifications, cost estimates, and probable project construction schedule. Schaaf & Wheeler’s subconsultants BCA and TJCAA will design the structural and electrical elements listed in this scope of work.

1. Prepare 35% level design plans for city review and comment. Provide design plans to affected utility owners as required.

2. Prepare 35% level technical specifications for city review and comment.

3. Prepare level engineer’s cost estimate for City review.

4. Perform a QC review of the design documents in accordance with the QC program.

5. Conduct a 35% comments review meeting with the City to discuss the comments on the submittal package, identify any significant issues, and gain concurrence as to how the submittal shall be revised as appropriate to incorporate the City’s comments.

Deliverables

1. 35% design submittal package (plans, specifications, cost estimate, and probable project construction schedule)
Task 4. 65% Design
construction documents will follow the City’s design standards and criteria and will include plans, specifications, cost estimates, and probable project construction schedule.

Scope of Work
Schaaf & Wheeler 15

1. Prepare 65% level design plans for city review and comment. Provide design plans to affected utility owners as required.

2. Prepare 65% level technical specifications for city review and comment.

3. Prepare level engineer’s cost estimate for City review.

4. Perform a QC review of the design documents in accordance with the QC program.

5. Provide written comment responses to all comments received, including written responses for redline drawings.

6. Conduct a 65% comments review meeting with the City to discuss the comments on the submittal package, identify any significant issues, and gain concurrence as to how the submittal shall be revised as appropriate to incorporate the City’s comments.

Deliverables

1. 65% design submittal package (plans, specifications, cost estimate, and probable project construction schedule)

2. Written responses to comments and redlines from the 35% review.

Task 5. 95% Design
Construction documents will follow the City’s design standards and criteria and will include plans, specifications, cost estimates, and probable project construction schedule.

1. Prepare 95% level design plans for city review and comment. Provide design plans to affected utility owners as required.

2. Prepare 95% level technical specifications for city review and comment.

3. Prepare level engineer’s cost estimate for City review.

4. Perform a QC review of the design documents in accordance with the QC program.

5. Provide written comment responses to all comments received, including written responses for redline drawings.

6. Conduct a 95% comments review meeting with the City to discuss the comments on the submittal package, identify any significant issues, and gain concurrence as to how the submittal shall be revised as appropriate to incorporate the City’s comments.

Deliverables

1. 95% design submittal package (plans, specifications, cost estimate, and probable project construction schedule)

2. Written responses to comments and redlines from the 65% review.

Task 6. Final Design
inal signed construction documents will follow the City’s design standards and criteria and will include plans, specifications, cost estimates, and probable project construction schedule.

Scope of Work
Schaaf & Wheeler 16

1. Prepare final, bid-ready design plans for city review and comment. Provide design plans to affected utility owners as required.

2. Prepare final technical specifications.

3. Prepare final engineer’s cost estimate.

4. Perform a QC review of the design documents in accordance with the QC program.

5. Provide written comment responses to all comments received, including written responses for redline drawings.

Deliverables

1. Final, bid-ready design submittal package (plans, specifications, cost estimate, and probable project construction schedule)

2. Written responses to comments and redlines from the 95% review.

Assumptions
▪ Fire Alarm Design is not included in this scope of services. ▪ Bid period assistance, construction support services including RFI review/responses and submittal review/response are not included herein but can be provided for an additional fee if requested by the City. ▪ City to provide records of the existing facilities including drawings, reports, basis of design, geotechnical information, etc.
▪ Design will comply with the 2025 CBC and Public Works Standards. ▪ New PG&E service is not anticipated for this project as pump motor horsepower is not anticipated to increase as part of this project. ▪ City will assist in coordination efforts with the Putah South Canal Authority having jurisdiction for coordinating project improvements.
▪ Survey and project drawings will be provided on the North American Vertical Datum of 1988.
▪ Survey and project drawings will be related to the California Coordinate System of 1983, Zone 2, Epoch 2017.50.

Appendix A: Project Schedule
Schaaf & Wheeler
Appendix A: Project Schedule
Early and proactive coordination will drive the project’s success and the timeline overall.

S&W will plan to have a summary list of coordination items prepared for the City at the time of the kickoff meeting to expedite data coordination. Early coordination efforts with the adjacent Fire Station, City integration personnel, operators and the South Putah Canal Authority will also be critical in getting early buyoff on proposed project activities, particularly along the shared fenceline on the northern edge of the project. Timely reviews by the City will also be paramount in keeping project deliverables on schedule as much as feasible.

A detailed schedule broken down by task is included on the following page.

ID Task Name Duration Start Finish
1 Project Management and Coordination 195 days Mon 8/11/25 Fri 5/8/26 2 TASK 1. PROJECT MANAGEMENT 15 days Mon 8/11/25 Fri 8/29/25 3 A. Kickoff Meeting 0 days Mon 8/11/25 Mon 8/11/25
4 B. Data Collection and Coordination 15 days Mon 8/11/25 Fri 8/29/25 5 TASK 2. SURVEYING AND SOIL CORROSIVITY TESTING 25 days Mon 9/1/25 Fri 10/3/25 6 A. Survey of Existing Pump Station Site and Utilities 25 days Mon 9/1/25 Fri 10/3/25 7 B. Soil Corrosivity Inspection and Report Preparation 25 days Mon 9/1/25 Fri 10/3/25 8 TASK 3. 35% DESIGN 50 days Mon 9/1/25 Fri 11/7/25
9 A. 35% Plans, Specifications and and Engineer's Estimate 35 days Mon 9/1/25 Fri 10/17/25 10 B. Cost Estimating 10 days Mon 10/6/25 Fri 10/17/25
11 C. QAQC 5 days Mon 10/13/25 Fri 10/17/25
12 D. City Review of 35% Plans 15 days Mon 10/20/25 Fri 11/7/25 13 E. 35% Review Meeting 0 days Fri 11/7/25 Fri 11/7/25 14 TASK 4. 65% DESIGN 55 days Mon 11/10/25 Fri 1/23/26
15 A. 65% Plans, Specifications, and Engineer's Estimate 40 days Mon 11/10/25 Fri 1/2/26 16 B. Cost Estimating 10 days Mon 12/22/25 Fri 1/2/26
17 C. QAQC 5 days Mon 12/29/25 Fri 1/2/26
18 D. City Review of 65% Plans 15 days Mon 1/5/26 Fri 1/23/26 19 E. 65% Review Meeting 0 days Fri 1/23/26 Fri 1/23/26 20 TASK 5. 95% DESIGN 55 days Mon 1/26/26 Fri 4/10/26
21 A. 95% Plans, Specifications, and Engineer's Estimate 40 days Mon 1/26/26 Fri 3/20/26 22 B. Cost Estimating 10 days Mon 3/9/26 Fri 3/20/26
23 C. QAQC 5 days Mon 3/16/26 Fri 3/20/26
24 D. City Review of 95% Plans 15 days Mon 3/23/26 Fri 4/10/26 25 E. 95% Review Meeting 0 days Fri 4/10/26 Fri 4/10/26 26 TASK 6. FINAL DESIGN 20 days Mon 4/13/26 Fri 5/8/26
27 A. Final Design Plans, Specifications and Engineer's Estimate 20 days Mon 4/13/26 Fri 5/8/26 28 B. Final Cost Estimate 10 days Mon 4/27/26 Fri 5/8/26 29 C. QAQC 5 days Mon 5/4/26 Fri 5/8/26
Project Management
Task 1
Kickoff Meeting
Data Collection
Task 2
Survey
Corrosion Inspection
Task 3
35% Design
Cost Estimating
QAQC
City Review of 35% Plans
35% Review Meeting
Task 4
65% Design
Cost Estimating
QAQC
City Review of 65% Plans
65% Review Meeting
Task 5
95% Design Preparation
Cost Estimating
QAQC
City Review of 95% Plans
95% Review Meeting
Task 6
Preparation of Final Signed Plans
Cost Estimating
QAQC
27 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 7 14 21 28 4 11 18 25 1 8 15 22 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 Aug '25 Sep '25 Oct '25 Nov '25 Dec '25 Jan '26 Feb '26 Mar '26 Apr '26 May '26 Jun '26 Jul '26 Aug '26 Se Appendix B: Resumes
Schaaf & Wheeler
Appendix B: Resumes
Resumes
Schaaf & Wheeler
Lawrence D. Johnson, PE has more than 12 years of experience with hydraulic systems, urban water systems, groundwater hydraulics, open-channel hydraulics, water wells, and GIS applications to water resources. In addition, Larry has extensive knowledge in pump station design and assessment. Larry also has experience in floodplain hydraulics, mapping, CLOMR/LOMR applications, and floodplain impact assessments.

Selected Project Experience
Pump Stations
Redwood Shores SSPS 22
and 23
City of Redwood City
Paradise SSPS
Town of Corte Madera
Shoreline IPS Design
City of Mountain View
Wilson SDPS
City of Petaluma
PS1 and Soquel SDPS
City of Santa Cruz
599 Airpark SDPS
Kier & Wright/ Stockton
Mariposa N4 SDPS
Kier & Wright/ Stockton
Ferry Point Lift Station
City of Richmond
Kings Village Sanitary Sewer
Pump Station Design
Devcon
Vista Cove Sanitary Sewer
Pump Station Design
Sancerra/City of Vallejo
NEI Stormwater Pump
Station Design
Kier & Wright/City of Tracy
NEI Sanitary Sewer Pump
Station
Prologis
Duke Realty Stormwater
Pump Station
Kier & Wright
Napa Logistics Building 4
Sanitary Sewer Pump Station
Design
Kier & Wright
Sanchez Stormwater Pump
Station Design
Kier & Wright
Napa Logistics Sanitary
Sewer Pump Station Design
City of American Canyon
Mountain View Shoreline
Sewer Pump Station
Improvements Design
City of Mountain View
Stanford Codiga Resource
Center Sewer Pump Station
Assessment
Stanford University
Stanford East Campus
Stormwater Pump Station
Stanford University
Stanford Lakehouse Pump
Station Design
Stanford University
Facebook MPK 21 Pump
Station Design
Kier & Wright/Facebook
Infomart Building B Pump
Station Design
Kier & Wright/Infomart Data
Centers
Stevenson Place Mid Pen
Storm Drain Pump Station
Design
Civil Engineering
Associates/City of Fremont
Wren Avenue / Cambridge
Place Stormwater Pump
Stations
RJA/City of Gilroy
CenterCal “The Veranda”
Stormwater and Sanitary
Sewer Pump Station
Kier & Wright/City of Concord
Education
BSCE, California
Polytechnic State
University, San Luis
Obispo
MSCE California
Polytechnic State
University, San Luis
Obispo
Licenses
Registered Civil Engineer,
California 84183
Software
WaterCAD, StormCAD,
InfoWater, InfoSWMM,
AutoCAD, ArcGIS, FLO-
2D, EPANET, EPASWMM,

HEC-RAS, HEC-HMS,
HEC1, HEC2
Lawrence D. Johnson, PE
Senior Project Manager
Resumes
Schaaf & Wheeler
DCT Industrial Stormwater
Pump Station
Kier & Wright/City of Tracy
Santa Clara Square Phase 2
Stormwater Pump Stations
Preston Pipelines/City of
Santa Clara
Sanitary Sewer Pump Station
& Trunk Alternative Study
City of Mountain View
Home Ranch Pump Station
Gippetti Pump Stations
RJA/City of Gilroy
Bass Lake Sanitary Sewer
Pump Station Rehabilitation
CSA 2A and 2B, County of
Madera
Santa Clara Gateway Pump
Station Review (2 Pump
Stations)
Santa Clara
Watson Ranch Sewer Pump
Station
ECSC Corp.

Hydraulics and Hydrology

BART SVBII
VTA/Mott McDonald Wong
Main Street Flood Study
City of Milpitas
Ciolino Trash Capture Design
Mark Thomas/City of Morgan
Hill
New Horizons Hydrology
RJA/City of Morgan Hill
16720 Monterey Road Flood
Study
RAMCAM/City of Morgan Hill
Tarob Court Flood Study
True Life Company/City of
Milpitas
The Crossings at Monterey
Flood Study
Hanna Brunetti/City of
Morgan Hill
Rancho Vista Flood Study
VVH Consulting/City of San
Juan Bautista
Lower Penitencia Creek
Improvements Project
Wood Rogers/SCVWD
16770 Monterey Road Flood
Study
City of Morgan Hill
Laurel Creek Hydraulic
Modeling
City of Hillsdale
Centre Point Drive Flood
Analysis and FEMA
Applications
City of Milpitas
McCandless Drive Flood
Analysis and CLOMR
Appliation
City of Milpitas
KB Homes, Piper Drive
Floodplain Analysis and
FEMA Applications
City of Milpitas
Lennar Homes, 450
Montague Flood Analysis and
FEMA Applications
City of Milpitas
Saratoga Creek Trail
Hydraulics Impacts
City of Santa Clara
Upper Llagas Creek Flood
Protection Project
Santa Clara Valley Water
District
Sanitary Sewer Rehabilitation
Modeling
City of Belmont
Airport Flood Protection
Study
City of Livermore
San Tomas Aquino Creek
Flood Study
SCVWD
Permanente Creek and
McKelvey Park Pump Station
Mott MacDonald/SCVWD
Zone 7 Watershed Hydrology
and Hydraulics
Zone 7 Water Agency
Silicon Valley BART
Extension Phase II
Floodplain Analysis
Santa Clara Valley
Transportation Authority
Silicon Valley BART
Extension Floodplain
Analysis
Santa Clara Valley
Transportation Authority
Water Delivery Systems
Reservoir 2 Improvements
MCWD
Fontenay, Sequoia, Mt.

Roberta, and El Pueblo Tank
Improvements
SVWD
Communications Hill Phase 3

SJWC/HMH
Watson Ranch Newell
Booster Station
CBG/ City of American
Canyon
Geomax II Onsite Water
RJA/City of Milpitas
Geomax Onsite Water
RJA/City of Milpitas
Fairfield Onsite Water
RJA/City of Fairfield
Piercy Fire Flow Analysis
Kier & Wright/San Jose
Point Richmond Onsite Water
Analysis
RJA/City of Richmond
Memorex Fire Flow Analysis
HMH/Santa Clara
Evergreen Circle Onsite
Water Analysis
Kier & Wright/San Jose
4th and Grant Onsite Water
Analysis
Novato
Jones and Oak Onsite Water
Analysis
RJA/Walnut Creek
Springhill Suites Fire Flow
Analysis
RJA/Pleasanton
Resumes
Schaaf & Wheeler
Glen M. Anderson, PE has more than 18 years of experience in sanitary sewer systems, potable water, and stormwater planning, assessment and design as well as the construction support and management associated with those projects. Glen has completed work on several sanitary sewer main and trunk rehabilitation projects. He has worked on sanitary sewer pump station rehabilitation projects throughout California.

Additionally, Glen has performed condition assessments for more than 150 sanitary sewer and stormwater pump stations. Glen’s potable water experience projects include the assessment and rehabilitation of booster pump stations, design of water tanks and planning and design for potable water wells and pipelines. In addition to design, Glen has provided construction support and management services for a variety of projects, including wells, pipelines, storage tanks, pump stations, and generator installations.

Selected Project Experience
Water Delivery Systems
Irene Drive Water Main
Replacement
Contra Costa Water District
Curtner Road Booster Station
Rehabilitation
Alameda County Water
District
Oak and Jones Water
System Planning
Summerhill Homes
Water System Planning and
Design
Confidential Client
Country Club and Victoria
Water Booster Pump Stations
City of Petaluma
Cherry Creek Water Pump
Station
City of Hillsborough
Assessment of City Wells
City of Santa Clara
Water System Modeling and
Design
Great Oaks Water Company
Watkins Gate Well and
Pipeline Project
Marina Coast Water District
Well 34 Site Improvements
Marina Coast Water District
Shady Lane Water System
Improvement
San Jose Water Company
Stonegate Water Supply
Project
County of San Benito
San Jerardo Water System
Improvements
County of Monterey
Segunda Pump Station Pump
replacement
California American Water
El Torro Wells
California American Water
Valley Christian School Pump
Station Rehabilitation
Valley Christian School

Wastewater Systems
Lincoln St. SSPS and
Forcemain
City of Stockton
Oil/Water Separator
Inventory and Assessment
Port of Oakland
Gate 24 and Gate 26 Grease
Interceptor Design
Turner Construction
Pipeline Condition
Assessment and Compliance
Evaluation
Port of Oakland
Sanitary Sewer System
Assessment and Inventory
Port of Oakland
Sanitary Sewer System
Compliance Improvement
Design
Glen M. Anderson, PE
Vice President
Education
BSCE, Civil and
Environmental Engineering,
University of California,
Davis
Licenses
Registered Civil Engineer,
California C76720
Colorado 0065621
Certifications
Certified Pump System
Assessment Professional
NASSCO PACP, MACP, and
LACP Certified, Cert. No. U-
714-06021855
Affiliations
American Water Works
Association

Resumes
Schaaf & Wheeler
Port of Oakland
Crestmoor and Lomita Pump
Stations and Forcemain
City of San Bruno
City of San Mateo Basin 2/3
– Pump Station
Rehabilitations
Stantec/City of San Mateo
Lift Stations J, K, D, F, and W
City of Morgan Hill
PSQ Reserve Flow and URD
Project
East Bay Municipal Utility
District
Assessment and Engineering
for Sanitary Sewer Main
Rehabilitation
City of San Mateo
Force Main Appurtenance
Projects ESDC
Ross Valley Sanitary District
Cabrillo Avenue Sewer Main
Abandonment and
Replacement
City of Santa Clara
South Trunk Sewer Relief
Line
City of San Mateo
Madera Lift Stations (11 Lift
Stations
County of Madera
Mariner’s Island No. 5 and
No. 6 Pump Station
Rehabilitation
City of San Mateo
Sanitary Sewer Pump Station
Repairs
City of Fontana
Pump Station Rehabilitations
City of Alameda
Sanitary Sewer Lift Station M
City of Morgan Hill
S. San Francisco Sanitary
Sewer Pump Station No. 8
Rehabilitation
City of S. San Francisco
City of San Mateo Sanitary
Sewer Pump Station
Assessment
City of San Mateo
Morgan Hill Trunk Sewer No.
2 City of Morgan Hill
Stormwater Systems
Misc. Stormwater System
Improvements
City of San Carlos
East Bayshore and West
Bayshore Pump Stations
City of Palo Alto
MAR12,17, and 19 Large
Trash Capture Devices
Port of Oakland
Anza Pump Station
Rehabilitation
City of Pacifica
Baylands Stormwater Pump
Station No. 2
City of Sunnyvale
Rehabilitation of Failed 96”
Stormwater Corrugated Metal
Pipe
Town of Moraga
O’Connor Pump Station
Improvement Feasibility
Study and Design
City of East Palo Alto
Vista Bella Stormwater Pump
Station Design, Half Moon
Bay
Ruggeri-Jensen-Azar
Citrix Stormwater Pump
Station Design, Santa Clara
Kier & Wright
Silviera Stormwater Pump
Station Design, Gilroy
Ruggeri-Jensen-Azar
Sears Point Stormwater
Pump Stations Design, 2
Stations
Ducks Unlimited, Inc.

Marsten Pump Station
City of Burlingame
San Francisquito Creek
Stormwater Pump Station
City of Palo Alto
Blanco Drain Stormwater
Pump Station
Monterey County Water
Resources Agency
Hope Street Stormwater
Pump Station
City of San Jose
Baylands Stormwater Pump
Station No. 1
City of Sunnyvale
Resumes
Schaaf & Wheeler
Leif M. Coponen, PE has more than 20 years of experience in water, wastewater, and storm water systems engineering. He has designed cost-effective water supply and wastewater systems for public agencies and private developments across the Bay Area.

Leif regularly provides CEQA support for water and wastewater CIPs and public works projects. His project management skills and in-depth knowledge of the design and analysis of both new and rehabilitated potable water, stormwater, and sanitary sewage systems and pumping stations has always been a major factor for repeat clientele.

Leif is also skilled at preparing detailed plans and specifications for bidding and construction of infrastructure projects for public agencies and providing construction support services.

Selected Project Experience
Potable Water Planning and
Design
Old County Road Water Main
Improvements
Mid-Peninsula Water District
Leong Drive Water and
Sewer Main Improvements
City of Mountain View
Modeling, Sizing, and Design
of San Juan Oaks Water
System
Whitson Engineers
750 Moffett Boulevard –
Moffett Gateway Water
Supply Assessment
David J. Powers & City of
Mountain View
El Camino Hospital Campus
Project – Water Supply
Assessment
David J. Powers & City of
Mountain View
North Bayshore Specific Plan
– Water & Wastewater
System Planning
City of Mountain View
East Whisman Precise Plan
Water Supply Assessment
and UIS
David J. Powers/City of
Mountain View
On-Call Water and
Wastewater Modeling
Support
City of Mountain View
Stanford Next GUP Water
Supply Assessment
Leland Stanford Junior
University
On-Call Water and
Wastewater Modeling
Support
Marina Coast Water District
Reservation Road Pipeline
Project
Marina Coast Water District
Watkins Gate Well and
Pipeline Project
Marina Coast Water District
Well 34 Site Improvements
Marina Coast Water District
California Avenue Extension
Pipeline Project
Marina Coast Water District
Bayer Tank
Structural/Marina-Ord Inter-
Tie Project
Marina Coast Water District
Communications Hill Water
Distribution System
KB Home/San Jose Water
Company
Coyote Road Pump Station
Great Oaks Water Co.

East Palo Alto General Plan
Update
City of East Palo Alto
Service Area 3 Planning
Study
Soquel Creek Water District
Sanitary Sewer Planning and
Design
Belmont Sanitary Sewer
Rehabilitation Projects
Modeling
City of Belmont
Education
BSCE, Michigan
Technological University,
Michigan
Licenses
Registered Civil Engineer,
California C70139
Affiliations
American Water Works
Association
North American Society of
Trenchless Technology
Leif M. Coponen, PE
Vice President

Resumes
Schaaf & Wheeler
Shoreline Sewage Pump
Station Assessment and
Trunk Sewer Alignment
Study
City of Mountain View
Shoreline Sewage Pump
Station Improvements
City of Mountain View
Vallco Specific Plan Sewer
Study
David J. Powers &
Associates
South Trunk Sanitary Sewer
Relief Line Capital Project
City of San Mateo
Sanitary Sewer Master
Planning and Design Review
Marina Coast Water District
Aquatic Park, Mariner’s
Island #5 and #6 Sanitary
Sewer Pump Station Rehab
City of San Mateo
Spreckels Subdivision
Sanitary Sewer Pump Station
Standard Pacific Homes
Mariner’s Island No.2
Sanitary Sewage Pump
Station Rehabilitation
City of San Mateo
South San Francisco
Industrial Sewage Pumping
Stations No.3 and No.4
Rehabilitation
Wilsey Ham
Stormwater Pump Stations
Laurelwood Storm Drain
Pump Station Rehabilitation
City of Santa Clara
Westside Storm Drain Pump
Station Pump Replacement
Project
City of Santa Clara
Matadero Creek Pump
Station, Adobe Creek Pump
Station, Airport Pump Station
Improvements
City of Palo Alto
Coyote Point and Poplar
Avenue Stormwater Pump
Station Rehabilitation
City of San Mateo
Marsten Storm Drain Pump
Station
City of Burlingame
Commonwealth Pump
Stations Evaluation for
Design Build Project
Preston Pipelines
Baylands Stormwater Pump
Station No.1 Rehabilitation
City of Sunnyvale
San Francisquito Creek
Stormwater Pump Station
City of Palo Alto
Santa Rita Storm Water
Pump Station
Monterey County Flood
Control
Spreckels Subdivision
Stormwater Pump Station
Standard Pacific Homes
Recycled Water Systems
Vallco Specific Plan Recycled
Water Study
David J. Powers &
Associates
CSIP – Espinosa Booster
Pump Station Modifications &
System Assessments
MCWRA
Pico Power Plant Recycled
Water Distribution
Silicon Valley Power
Smurfit-Stone Recycled
Water Retrofit
City of Santa Clara
Intel Co. Recycled Water
Retrofit
City of Santa Clara
River and Stream
Enhancement
Glenwood Wetlands Repair
Ruggeri, Jensen, Azar &
Associates
Monterra Ranch Wetlands
Restoration and Hydraulic
Design
Denise Duffy & Associates
Southern California Wildfires
FEMA Flood Hazard Mapping
FEMA
Floodplain Management
Westside Basin Hydraulic
Analysis and Desilting
City of Santa Clara
Big Creek Floodplain
Analysis
UCSC
Storm Drain Master Plan
Update
City of Livermore
O’Neil Tide Gate
Reconstruction
City of San Mateo
Planning and Design
Storm Drain Master Plan
City of Carmel

Resumes
Schaaf & Wheeler
Brett F. Crews has over five years of experience in the assessment, design, and construction support of pump stations for wastewater, stormwater, and potable water systems. He has successfully managed and completed several multidisciplinary water, sewer, and stormwater projects for public and private company clients throughout the Bay Area.

Brett is skilled in the preparation of detailed plans, specifications, and estimates for bidding and construction of pump stations, wells, tanks, pipelines, and generator installations for public agencies.

Brett is also experienced in providing CEQA support for public water and wastewater systems. He has provided lead modeling for analysis of capital improvement projects with respect to developments, precise plans, and master plans.

Selected Project Experience
Design & Construction
La Honda Corporation Yard
SSPS Improvements
Town of Hillsborough
Bowers Sewer Pump Station
Improvements
City of Santa Clara
Lincoln St Sewer Pump
Station Improvements
City of Stockton
Ferry Point Sewer Pump
Station Improvements
City of Richmond
Sanitary Sewer System
Compliance Improvement
Design
Port of Oakland
Utility Assessment and
Inventory
Port of Oakland
Trash Capture Improvements
Port of Oakland
60” Sewer Main Extension
City of Redwood City
Laurelwood Stormwater
Pump Station
City of Santa Clara
Canon Sewer Pump Station
Stege Sanitary District
Broadway Terrace I/I
Reduction Stormdrain
Improvements
City of Oakland
Curtner Road Booster Station
Rehabilitation
Alameda County Water
District
Country Club and Victoria
Water Booster Pump Stations
City of Petaluma
Kings Village Sanitary Sewer
Pump Station Design
Devcon Construction Inc.

Napa Logistics Sewer Pump
Station Replacement
Kier & Wright/City of
American Canyon
NEI Detention Basin Pump
Station
Kier & Wright/City of Tracy
Planning and Modeling
CEQA Support Utility Impact
Studies
City of Mountain View
On-Call Water and
Wastewater Modeling
Support
City of Mountain View
On-Call Water and
Wastewater Modeling
Marina Coast Water District
CEQA Specific Plan Utility
Impact Study
City of East Palo Alto
Water Supply Assessment
City of Mountain View
Water Supply Assessment
City of Sunnyvale
Water Supply Assessment
City of East Palo Alto
Education
BSCE, California Polytechnic
State University, San Luis
Obispo
Licenses
California Registered
Engineer #94676
Software
AutoCAD, ArcGIS,
InfoSWMM, InfoWater,
InfoWater Pro
Brett F. Crews, PE
Associate Engineer

Resumes
Schaaf & Wheeler
Sandra Carroll has over four years of experience in planning, design, and construction support for wastewater, stormwater, and potable water systems. She consistently acts as a project engineer and modeler assisting in assessments of existing wet utility systems as well as development of Capital Improvement Projects with respect to developments, precise plans, and master plans.

Sandra also regularly assists with development/construction reviews, C3 SWMP reviews and inspections, and CEQA support for private development projects in San Joaquin, San Mateo, and Santa Clara County.

Selected Project Experience
Potable Water Planning and
Design
Castroville Seawater
Intrusion Project Water
System Analysis
E2 Consulting Engineers/
Monterey County Water
Resources Agency
LLNL Site 300 Zone 3 Water
System Improvement Design
and Modeling Support
Kier + Wright/ Lawrence
Livermore National
Laboratory
Sandia National Laboratories
Campus Water System
Modeling and Planning
Kier + Wright/ Sandia
National Laboratories
Jones and Oak Road Water
System Design
Ruggeri-Jensen-Azar/
Summerhill Homes
Pump Station Design and
Assessment
Mariposa Industrial Park
SDPS – Design and
Construction Support
Kier + Wright/ City of
Stockton
Fairfield Industrial Center
SDPS
Kier + Wright
Redwood Tech SSPS
Kier + Wright
Facebook Dumbarton
Campus SDPS
Kier + Wright
Vista Cove SSPS
Sansara
CEQA Utility Impact Studies
Central Arquez Precise Plan
Ascent/City of Mountain View
Redwood Life Precise Plan
Raimi + Associates/City of
Redwood City
Redwood City Downtown
Central Plan
David J. Powers Inc/City of
Redwood City
CEQA Utility Impact Studies
and On-Call Sanitary Sewer
Modeling Support
City of Mountain View, City of
Sunnyvale
Sanitary Sewer Planning and
Design
Sewer System Capacity
Confirmation – 388 Vintage
Park, Foster City
City of Foster City
CEQA Utility Impact Studies
and On-Call Sanitary Sewer
Modeling Support
City of Mountain View
Sources of Storm Water
Inflow into Sanitary System
Study
City of Sunnyvale
Development Review and
Management
Third Party C3 SWMP
Reviews and Inspections
Numerous Clients
Foster City on-call
Development Review and
Construction Review
City of Foster City
Foster City Water, Sewer,
and Storm Drain Standard
Detail Updates
City of Foster City

Education
BSCE, University of
California, Davis
Licenses
Engineer-in-Training 173398
Software
InfoWorks ICM, WaterCAD,
AutoCAD Civil 3D, ArcGIS
Pro
Sandra Carroll, EIT
Assistant Engineer

TJC and Associates, Inc. Jacqueline N. Arama, P.E.

Jacqueline N. Arama, P.E., PMP
Electrical Engineer
Experience
Jacqueline Arama is an electrical engineer and certified PMP (Project Management Professional®) with a wide variety of experience in I&C and electrical analysis and design. Her experience includes feasibility studies and electrical design for water and wastewater treatment plants and associated communication facilities. She has developed designs including electrical load and voltage drop calculations, equipment layouts, panel elevations, electrical plans, lighting, detailed control loop descriptions, and electrical power distribution, as well as remote monitoring and controls.

Ms. Arama is experienced at performing field verification of plant conditions and documentation, and with developing electrical models and performing power system analyses using SKM PowerTools
©. She is familiar with fiber-optic cable
allocation, electrical load studies, and P&ID layouts and development, including coordination with process engineers. Ms. Arama’s certification by the Project Management Institute as a PMP recognizes her extensive experience leading and directing cross-functional teams to deliver projects on schedule and within budget, delivering quality work products, and being responsible for all aspects of projects. Her specific experience includes the following:
 Shoreline Irrigation Pump Station Improvements; City of Mountain View, CA; Engineer of Record. Providing electrical and I&C engineering services to upgrade controls and replace equipment that has reached the end of its useful life at the pump station, which was built in the 1980s to meet irrigation needs of the Shoreline area. Electrical and I&C design elements include new PG&E service, switchboard and MCC; upsized variable frequency- driven pumps to replace existing pumps on soft starters, new conductors for new and existing equipment via intercepted conduits; and new control panel with upgraded PLC and remote communication to match the City’s SCADA standards. Work performed includes field investigations, development of a Basis of Design Report, and development of drawings and specifications.  PS D Stormwater Pump Station D, Component Upgrade Project; City of San Diego, CA, Project Electrical Lead. The City of San Diego Stormwater Pump Station D (PS D) facility conveys storm water to the San Diego River. The objective of the Project is to increase capacity to address potential flooding from anticipated more severe storm events. The design reflects the requirements for higher rated equipment to power the larger pumps as well as incorporate modern technology for increased safety and performance. The upgraded PS D final build-out will be based on seven, 1,250 hp pump motors and variable frequency drives operating at 4,160V.

Arc resistant switchgear and arc flash mitigation technologies are incorporated for improved safety. A 12 KV service will be provided by SDG&E with a City-owned step-down transformer providing the station’s 4,160V supply. The control system and SCADA design incorporates an expandable system architecture that will allow integration with other City stormwater facilities for a system wide SCADA implementation. Pump protection will be provided with vibration and temperature monitoring and incorporated into an advanced motor protection relay.
 Water Quality Research Facility; East Bay Municipal Utility District, Walnut Creek, CA; Project Engineer. Engineering services including alternatives analysis and design for a pilot plant to provide key testing results and design criteria for EBMUD treatment plant improvement projects.

Providing I&C and electrical infrastructure support for the pilot facility interfacing to the District’s existing Walnut Creek WTP systems. Pilot plant package elements were integrated together for facility overall functionality.

Education
BS, Electrical
Engineering;
University of CA,
Davis; 2012
Professional
Registration
Electrical: CA 21270
AZ 72627
NV 28370
Professional
Certification
Project Management
Professional®
Professional
Memberships
Institute of Electrical
and Electronics
Engineers
National Society of
Black Engineers
Project Management
Institute
Office Address
2300 Clayton Road
Suite 1450
Concord, CA 94520

TJC and Associates, Inc. Jacqueline N. Arama, P.E.

 Ferry Point Sewer Pump Station Improvements Project; City of Richmond, CA; TJCAA Project Manager. Electrical, instrumentation, and controls design for a replacement pump station. Field investigations, development of a Basis of Design Report, and development of drawings and specifications. Electrical design elements included new PG&E service, distribution, instrumentation, and control for three 23 hp pumps, new odor control system, new control panel, PLC, and remote communication to the City’s SCADA.  Pump Station Improvements; City of Oakland, CA; Project Engineer. Provided electrical and control system improvements for replacement of two wastewater pump stations and retrofits at four wastewater pump stations. The design included pedestal-style utility service entrance panels, standby generators, automatic transfer switches, pump control panels with RTU-based controllers, and instrumentation. Provided ESDC.  Coral Street Pump Station Relocation Project; Monterey One Water, Marina, CA:

Project Manager. M1W selected TJCAA to develop approaches to relocate critical electrical equipment at the Coral Street wastewater pump station to dry, higher ground. Specifically, M1W’s Coral Street Pump Station is located less than 40 feet from the shoreline of the Pacific Ocean, making this critical infrastructure vulnerable to rising sea levels and increased severity of storm surges. Electrical equipment failures make the station inoperable and create a risk of sewage spilling into the ocean’s Monterey Bay National Marine Sanctuary and Pacific Grove Area of Special Biological Significance. In addition, the town of Pacific Grove and neighborhood stakeholders are particularly sensitive to the aesthetic impacts of the pump station infrastructure. The critical stakeholders selected a remote site located on the City of Pacific Grove Golf course located roughly 1300 ft away from the submersible pumps that will remain in the existing structure. The proposed location is presently under environmental review prior to developing a final project design scheme.
 WWTP Phase II Expansion; City of Brentwood, CA; Project Engineer. Electrical and I&C design services for expansion of a WWTP to 12.8 mgd. This project also includes process revisions and additions to activated sludge, aeration, sludge drying and handling, and disinfection facilities. Electrical design elements included replacing the existing 480 V main service with a new 21 kV primary distribution service and coordinating with PG&E to support the new processes. Control system work included replacing Modicon quantum PLCs with redundant pair Modicon M580 platforms. Providing ESDC.
 White Slough Water Pollution Control Facility, Electrical Improvements; City of Lodi, CA; Project Engineer. Designing upgrades to the electrical and plant-wide control system for the majority of plant processes. Project includes new medium-voltage (12 kV and 13.3 kV) distribution with new pad-mount distribution transformers, new 480 V main-tie-main source transfer switchgear, new main-tie-main MCCs, allocation of process load trains on split-bus MCCs, feasibility analysis, and final design for contingency standby power source. Control system upgrades included replacement of end-of-life Rockwell Automation PLC-5 platforms with new CompactLogix units in a highly distributed control topology and connection of new controllers with a new plant-wide, single-mode, fiber-optic network backbone and wireless access. TJCAA providing ESDC.

 Hypochlorite Building Replacement Project; Dublin San Ramon Services District; Pleasanton, CA; Engineer of Record. Providing electrical and I&C engineering services for the replacement of the sodium hypochlorite storage facility at the WWTP that has significant deterioration. The new hypochlorite facility consists of a covered open-air structure (canopy) with five storage tanks, and provision for one future tank. Specific elements of the project include a new power distribution panel, skid-mounted chemical metering pumps with integral VFDs, lighting, fire alarm system, and provision for interconnection into the future fiber-optic network backbone to be provided under the SCADA upgrades project. Control system upgrades include replacement of the Opto-22 RTU with new CompactLogix unit.

 Lift Station 7 and 8 Ventilation and Lighting System; City of Pleasanton, CA; Engineer of Record. Electrical and mechanical design of improvements to address inoperable ventilation, inadequate and/or inoperable lighting, corroded conduits, and inoperable gas monitoring systems. Provided condition assessment, recommendations for improvements, final design, bid-period services, and ESDC. Improvements included development of ventilation improvements to allow reduction of hazardous classification levels within each facility’s wet well (to Class I Division 2) and dry well (to Unclassified) as per the requirements of NFPA 820.

Provided ESDC.

TJC and Associates, Inc. Andrew F. Calma, EIT

Andrew F. Calma, EIT
Electrical Designer
Experience
Andrew Calma is an Electrical Designer working with our Instrumentation, Controls, and Electrical group. Mr. Calma has 10 years of electrical engineering design experience in refineries, oil and gas facilities, chemical facilities, food and beverage facilities, residential buildings, office buildings, commercial establishments, and airport buildings.

In support of our senior and staff engineers, he focuses on designing electrical and control systems; preparing electrical load calculations; developing single line diagrams; developing design layouts for conduit, circuiting, and lighting plans; preparing conduit schedules; preparing engineering calculations used for equipment sizing and specifications; and developing engineer’s opinion of probable costs. His specific experience includes the following:
 Hypochlorite Building Replacement Project; Dublin San Ramon Services District; Pleasanton, CA; Electrical Designer. Providing electrical and I&C engineering services for the replacement of the sodium hypochlorite storage facility at the WWTP that has significant deterioration.

The new hypochlorite facility consists of a covered open-air structure (canopy) with five storage tanks, and provision for one future tank. Specific elements of the project include a new power distribution panel, skid- mounted chemical metering pumps with integral VFDs, lighting, fire alarm system, and provision for interconnection into the future fiber-optic network backbone to be provided under the SCADA upgrades project. Control system upgrades include replacement of the Opto-22 RTU with new CompactLogix unit.

 Shoreline Irrigation Pump Station Improvements; City of Mountain View, CA; Electrical Designer. Providing electrical and I&C engineering services to upgrade controls and replace equipment that has reached the end of its useful life at the pump station, which was built in the 1980s to meet irrigation needs of the Shoreline area. Electrical and I&C design elements include new PG&E service, switchboard and MCC; upsized variable frequency-driven pumps to replace existing pumps on soft starters, new conductors for new and existing equipment via intercepted conduits; and new control panel with upgraded PLC and remote communication to match the City’s SCADA standards. Work performed includes field investigations, development of a Basis of Design Report, and development of drawings and specifications.
 Monterey and Seaside Pump Stations Upgrade Project; Monterey One Water, Marina, CA; Electrical Designer. Electrical design for replacement of 480 Volt electrical equipment, including power distribution, motor control centers, switchgear, variable frequency drives, and controls at the Monterey and Seaside Pump Stations. Electrical design for replacement of two 1,200 kW standby generators for the Seaside pump station and a portable generator connection at the Monterey Pump Station.
 Aeration Diffuser System Replacement Design; City of Lodi, CA; Electrical Designer. The project included the replacement of aeration diffusers and associated piping, and valve replacement following a condition assessment and Basis of Design Report addressing various deficiencies with the aeration process at the City’s White Slough Water Pollution Control Facility. Electrical and I&C components of the project included new dissolved oxygen probes (furnished and installed by the City), aeration control valves, air flow meters, and integration of the existing PLC hardware in the design.

TJCAA also supported the process engineer in preparation of the process control narratives for the new aeration system and in preparing the electrical component specifications for the bid package. TJCAA is providing ESDC.

Education
BS, Electrical
Engineering;
University of the East;
Manila, Philippines;
2008
Professional
Certification
Engineer In Training,
CA
Office Address
2300 Clayton Road
Suite 1450
Concord, CA 94520

TJC and Associates, Inc. Andrew F. Calma, EIT

 Santa Anita Booster Pump Station Upgrades, Pasadena Water and Power, Pasadena, CA; Project Manager. Comprehensive evaluation of electrical and instrumentation and control systems to verify existing conditions and document rehabilitation or replacement recommendations. Components evaluated included motor control center, pump motors, and electrical service from San Diego Gas and Electric.
 Eagle Rock Pump Station Upgrades Conceptual Design, Pasadena Water and Power, Pasadena, CA; Project Manager. Evaluation of electrical and instrumentation and control elements for a 100-year-old pump station, including pump motors, MCC, and electrical service.
 Water Treatment Facility Communications Room Improvements, Contra Costa Water District, Oakley, CA; Electrical Designer. Design of improvements to protect server and communication network equipment by enhancing temperature controls and reducing impacts of dust in the room.
 WTP Filter Improvements and Hypochlorite Conversion, City of Pittsburg, CA; Electrical Designer. This $47 million WTP filter and chemical systems modernization project incorporated replacing aged electrical infrastructure, replacing filtration system, migrating to new chemical processes and updates to existing pump stations. Developed P&IDs and specifications to maintain the plant in operation throughout the estimated 3.5-year construction period. I&C design incorporated a new distributed PLC architecture coordinated with construction phasing and replacement processes. Providing ESDC.  Rinconada WTP Reliability Improvement Project; Valley Water, Los Gatos, CA; Electrical Designer. Electrical engineering and control systems design work for a $180 million WTP modernization. This project incorporates capacity increases to raise plant output to 100 mgd and incorporates new ozone treatment trains, multiple new and retrofitted chemical systems, filters, and floc-sed basins. The design was developed to maintain the plant in operation throughout the estimated 5-year construction period. Design included new 12 kV distribution, arc flash protection strategies, a new 3 MW diesel standby generator, and new distributed motor control centers with smart motor starters and VFD equipment. I&C design incorporated a new distributed PLC architecture, using six process area-based, hot-standby PLC pairs coordinated with construction phasing and new processes. Final design included over 400 electrical, instrumentation, and controls design drawings. Providing engineering services during construction.

 Foothill Pump Station Rehabilitation Project; Stanford University Sustainability and Energy Management, Utilities Division, Civil Infrastructure Group; Electrical Designer. Electrical engineering design and technical assistance for new electrical distribution, new variable speed drives, lighting, modified electrical utility service, and other electrical infrastructure improvements to address outdated mechanical, electrical, control equipment. Design included new SCADA/RTU system based on Stanford’s XIO cloud-based SCADA/telemetry to be integrated with the University’s SCADA Central and communications infrastructure. Providing ESDC.
 Arc Flash Study; Alameda County Water District; 84 Sites in CA; Electrical Designer.

Providing an arc flash hazard analysis for treatment plants, well fields, water production plants, booster stations, distribution and diversion facilities, tanks/reservoirs, regulator stations, and cathodic protection stations. The 84 sites included in this study vary in age, size, and complexity and have electrical distribution ranging from 240 to 2,400 V. Site reconnaissance, SKM PowerTools© modeling for each site, and analysis of existing equipment ratings, protection, device coordination, and arc flash levels.

Making recommendations for
equipment upgrades and protective device settings to improve coordination and/or reduce arc flash energy and establish documentation. Project work also includes preparation and assistance with installation of arc flash labels by District staff to achieve compliance with NFPA 70E.

“Protecting the infrastructure through innovative
Corrosion Engineering Solutions”

SUMMARY

Over thirty-nine (39) years of experience in all phases of corrosion projects including design engineering, manufacturing, research and development, construction inspection services, construction management, sales and marketing and litigation expert witness. Have successfully worked with clients in the fields of aerospace, marine, petroleum, chemical, mining and minerals, water and wastewater treatment and transmission, electric power industry, transportation systems, municipalities and state and federal government agencies. Established a proven track record for the ability to manage and direct complex research and design projects, requiring the coordination of strict budgets and demanding schedules with engineering staff and project teams.

Special areas of expertise include cathodic protection design, installation, monitoring, troubleshooting, surveying, adjusting and repairing for underground pipelines, pile supported structures, seawalls, retaining structures, marine vessels, storage tanks, condenser water boxes, cooling water lines, intake structures, traveling screens and water wells. Additional expertise in the diagnosis of internal and external corrosion problems associated with copper piping systems such as thermogalvanic corrosion, high temperature corrosion, velocity related corrosion and corrosion related to cold water pitting phenomena, failure analysis of building plumbing systems, conducting soil corrosivity studies, expert witness for litigation support.

PUBLICATIONS & SEMINARS

► Ali, M. & Howard Jr., J.D. Corrosion Investigation of Steel H -Piles. NACE Corrosion Conference 1990.
► California State Water Resources Control Board, Seminars throughout state, “ Corrosion and Corrosion Control for Underground Storage Tanks”, 1994-1995. ► Cal/Nev Section of AWWA, Fall Conference, 1994 -1995, “Corrosion Control for Water Wells”.
► San Francisco Bay Area NACE Conference, August, 1996, “ Corrosion Concerns of the Water Industry”.
► California Water Environment Association, Northern Regional Conference, Sept., 1996, “Metal Selection and Corrosion Control for Water and Soil Environments ”. ► American Society of Civil Engineers, Bay Area Geotechnical Committee, April 1999, “Guidelines for Soil Corrosivity Testing and Laboratory Analysis ”. ► East Bay Engineers Society, Fairfield, CA, Spring 2004 “ What All Civil Engineers Should Know About Corrosion and Corrosion Control”.
► NACE Western Area Conference, Oct. 2008 “How to Conduct an Evaluation of Asbestos-Cement Pipe”.
► NACE Western Area Conference, Oct. 2008 “Case Study of Prestressed Precast Concrete Pile Failures”.

EDUCATION

Bachelor of Science –
Civil/Structural Engineering,
University of Florida
1977

MBA Courses (2 years) -
Northern Illinois University

REGISTRATIONS

► Registered Professional Civil Engineer, CA
(C44435)
► Registered Professional Corrosion
Engineer, CA (CR1055)
► Registered Professional Civil Engineer, NV
(019295)
► Registered Professional Engineer, IL
(inactive)

EXPERIENCE

President/Owner
JDH Corrosion Consultants, Inc.

Concord, CA
1995 – Present

District Manager
Corrpro Companies
Hayward, CA
1992 – 1995

President
Corrosion Engineering & Research Co.

Concord, CA
1987 – 1992

Design/Project Engineer
Chicago Bridge & Iron Company
Oakbrook, IL & San Francisco, CA
1977 – 1985

Mark P. Andrilla, P.E., P.L.S.
1804 Soscol Avenue, Suite 202, Napa, CA
T:(707) 690-9025 F: (707) 542-2106 C: (707) 363- 1936

PROFESSIONAL PROFILE
Licensed Professional Civil Engineer and Land Surveyor with the State of California with 35 years of experience in civil engineering project management and design, land surveying, and associated technologies, all from the municipal government perspective. His land surveying experience includes responsibility for boundary surveys, topographic surveys, and construction surveys.

PROFESSIONAL EXPERIENCE
Plant Overflow Basin, Vallejo, CA. Mr. Andrilla performed a boundary survey and Record of Survey of the District’s Plant Overflow Basin parcel and an adjoining parcel in preparation of a land transaction between the District and the City of Vallejo. Mr. Andrilla also prepared legal descriptions and exhibits in support of the transaction.

Vallejo Flood & Wastewater District Plant Control and
Topographic Survey. Vallejo, CA. Mr. Andrilla performed a horizontal and vertical control survey to establish permanent control points within the District’s plant site. The survey was also used to perform topographic mapping of select areas of the plant as well as a photogrammetric survey of the plant site.

Record of Survey, Blair Park, Piedmont, CA. Mr. Andrilla performed a survey of a 1,100-foot portion of the south line of a public park along Moraga Avenue in the City of Piedmont. The work included retracements of deeds and subdivision block resolutions based on documents dating to the 1920s.

Skibbereen Lane, Vallejo, CA. Mr. Andrilla performed a boundary and topographic survey of Skibbereen Lane for the purpose of siting a new sanitary sewer and storm drain easement in favor of the Vallejo Flood & Wastewater District through a privately-owned street. The work also included the filing of a Record of Survey with Solano County.

Sears Point Sewer Pump Station Settlement Monitoring, Vallejo, CA. Mr. Andrilla performed settlement monitoring over a nine-month period at the Vallejo Flood and Wastewater District’s Sears Point Pump Station to determine if ground settlement was continuing to affect structures and aboveground piping at the facility.

Lincoln Avenue Rehabilitation, Napa, CA. Mr. Andrilla performed a topographic survey of a 8,300-foot long segment of Lincoln Avenue, a major arterial in the City of Napa. The work also included five major signalized intersections. The project was tied to the new City Survey Control Network and the prior Record of Survey of Lincoln Avenue (both developed by C&P). The survey was challenging due to the heavy vehicle traffic on Lincoln.

TITLE
Managing Project
Surveyor

ROLE
Project Manager

EXPERIENCE
35 Years

EDUCATION
Bachelor of Science
Degree, Civil
Engineering (1989)
UC Irvine
Irvine, California
Master of Science
Degree, Civil
Engineering
(Construction
Engineering and
Management) (1999)
Stanford
University
Stanford,
California

LICENSES &

CERTIFICATIONS
Professional Engineer,
Civil, California, C 51317
Professional Land
Surveyor , California, PLS
8985

PROFESSIONAL

MEMBERSHIPS
California Land
Surveyors Association

4 Revised 1/09/2025
EXHIBIT “B”

PAYMENT

1) The total contract price for services rendered by CONSULTANT under this Agreement shall not exceed $340,530.

2) Payment shall be made to CONSULTANT in accordance w ith the CONSULTANT’S price proposal as accepted by the City, and CONSULTANT sh all submit monthly invoices to the CITY for the same.
3) Any additional meetings or work required beyond tha t set forth in Exhibit “A” shall be mutually agreed to in writing by the CITY and CONSU LTANT, and shall be billed on a time and materials basis to the City of Fairfield.

Hourly Charge Rate Schedule

Personnel Charges
Charges for personnel engaged in professional and/or technical work are based on the actual hours directly chargeable to the project.

Current rates by classification are listed below:

Classification Rate/Hr
Principal Project Manager $305
Senior Project Manager $280
Senior Engineer $255
Associate Engineer $225
Assistant Engineer $205
Junior Engineer $190
Designer $180
GIS Analyst $180
Technician $165
Engineering Trainee $140
Litigation Charges
Court or deposition time as an expert witness is charged at $ 500 per hour.

Materials and Services
Subcontractors, special equipment, outside reproduction, data processing, computer services, etc., will be charged at 1.10 times cost.

Effective 1/1/25

Schaaf & Wheeler

CONSULT ING CIVIL ENGINEERS
4699 Old Ironsides Dr., Suite 350
Santa Clara, CA 95054-1860
408-246-4848

EXHIBIT B

5 Revised 1/09/2025
EXHIBIT “C”

GENERAL PROVISIONS
1) INDEPENDENT CONSULTANT. At all times during the t erm of this Agreement, CONSULTANT shall be an independent contractor and shall not be an employee of CITY. CITY shall have the right to control CONSULTANT only insofar as the results of C ONSULTANT's services rendered pursuant to this Agreement; however, CITY shall not have the right t o control the means by which CONSULTANT accomplishes services rendered pursuant to this Agreement. 2) LICENSES; PERMITS; ETC. CONSULTANT represents and warrants to CITY that CONSULTANT has all licenses, permits, qualifications, and approvals of whatsoever nature which are legally required for CONSULTANT to practice CONSULTANT's profession. CONSULTANT represents and warrants to CITY that CONSULTANT shall, at its sole cost and expense, kee p in effect at all times during the term of this Agreement, any licenses, permits, and approvals whi ch are legally required for CONSULTANT to practice his profession.
3) TIME. CONSULTANT shall devote such services pursua nt to this Agreement as may be reasonably necessary for satisfactory performance o f CONSULTANT's obligations pursuant to this Agreement. CONSULTANT shall adhere to the Schedule of Activities as described in their Executive Summary.
4) CONSULTANT NOT AN AGENT. Except as CITY may specify in writing, CONSULTANT shall have no authority, express or implied, to act on behalf of CITY in any capacity whatsoever as an agent.

CONSULTANT shall have no authority, express or implied, pursuant to this Agreement, to bind CITY to any obligation whatsoever.
5) ASSIGNMENT PROHIBITED. No party to this Agreement may assign any right or obligation pursuant to this Agreement. Any attempted or purported assignment of any right or obligation pursuant to this Agreement shall be void and of no effect.
6) PERSONNEL. CONSULTANT shall assign only competent personnel to perform services pursuant to this Agreement. In the event that CITY , in its sole discretion, at any time during the te rm of this Agreement, desires the removal of any person o r persons assigned by CONSULTANT to perform services pursuant to this Agreement, CONSULTANT sha ll remove any such person immediately upon receiving notice from CITY of the desire of CITY for the removal of such person or persons. 7) STANDARD OF PERFORMANCE. CONSULTANT shall perform all services required pursuant to this Agreement. Services shall be performed in the manner and according to the standards observed by a competent practitioner of the profession in which CONSULTANT is engaged in the geographical area in which CONSULTANT practices his profession. All products which CONSULTANT delivers to CITY pursuant to this Agreement shall be prepared in a workmanlik e manner, and conform to the standards of quality normally observed by a person practicing in CONSULTANT's profession. CITY shall be the sole judge as to whether the product of the CONSULTANT is satisfactory.
8) CANCELLATION OF AGREEMENT. This Agreement may be canceled at any time by the CITY at its discretion upon written notification to CONSULTANT. CONSULTANT is entitled to receive full payment for all services performed and all costs incurred u p to and including the date of receipt of written n otice

6 Revised 1/09/2025
to cease work on the project. CONSULTANT shall be entitled to no further compensation for work performed after the date of receipt of written noti ce to cease work. All completed and incomplete products up to the date of receipt of written notice to cease work shall become the property of CITY. 9) PRODUCTS OF CONSULTING. All products of the CONSUL TANT provided under this Agreement shall be the property of the CITY.
10) INDEMNIFY AND HOLD HARMLESS.
a) If AGREEMENT is an agreement for design professional services subject to California Civil Code § 2782.8(a) and CONSULTANT is a design profess ional, as defined in California Civil Code § 2782.8(c)(2), to the fullest extent permitted by law, CONSULTANT shall indemnify, defend and hold harmless CITY and its elected officials, officers, agents, employees and designated volunteers (collectively “CITY Indemnitees”) from and against any and all cl aims, losses, liabilities, damages, costs and expenses, including attorney’s fees and costs, to the extent they arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the CONSULTA NT. CONSULTANT’s duty to defend shall consist of reimbursement of defense costs incurred by CITY in direct proportion to the CONSULTANT’s proportionate percentage of fault. CONSULTANT’s percentage of fau lt shall be determined, as applicable, by a court o f law, jury or arbitrator. In the event any loss, lia bility or damage is incurred by way of settlement o r resolution without a court, jury or arbitrator havi ng made a determination of the CONSULTANT’s percentage of fault, the parties agree to mediation with a third party neutral to determine the CONSULTANT’s proportionate percentage of fault for purposes of determining the amount of indemnity and defense cost reimbursement owed to the CITY.
b) If AGREEMENT is not an agreement for design professional services subject to California Civil Code § 2782.8(a) or CONSULTANT is not a desig n professional as defined in California Civil Code § 2782.8(c)(2), to the fullest extent allowed by la w, CONSULTANT shall indemnify, defend, and hold harmless the CITY Indemnitees from all claims, suit s, or actions of every name, kind and description, brought forth on account of injuries to or death of any person or damage to property arising from or connected with the willful misconduct, negligent ac ts, errors or omissions, ultra-hazardous activities , activities giving rise to strict liability, or defe cts in design by CONSULTANT or any person directly or indirectly employed by or acting as agent for CONSU LTANT in the performance of this Agreement, including the concurrent or successive passive negligence of the CITY Indemnitees.

It is understood that the duty of CONSULTANT to ind emnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code.

Acceptance of insurance certificates and endorsements required under this Agreement does not relieve CONSULTANT from liability under this indemnification and hold harmless clause. This indemnification and hold harmless clause shall apply whether or not such insurance policies are determined to be applicable to any such damages or claims for damages.

CONSULTANT’S responsibility for such defense and in demnity shall survive termination or completion of this agreement for the full period of time allowed by law. 11) PROHIBITED INTERESTS. No employee of the CITY shal l have any direct financial interest in this agreement. This agreement shall be voidable at the option of the CITY if this provision is violated.

7 Revised 1/09/2025
12) LOCAL EMPLOYMENT POLICY. The CITY desires wherever possible, to hire qualified local residents to work on city projects. Local resident is defined as a person who resides in Solano Count y.

The CITY encourages an active affirmative action program on the part of its contractors, consultants, and developers. When local projects require, subcontra ctors, contractors, consultants and developers will solicit proposals from qualified local firms where possible.

As a way of responding to the provisions of the Dav is-Bacon Act and this program, contractor, consultants, and developers will be asked, to provi de no more frequently than monthly, a report which lists the employee's name, job class, hours worked, salary paid, city of residence, and ethnic origin. 13) CONSULTANT NOT A PUBLIC OFFICIAL. CONSULTANT is not a "public official" for purposes of Government Code §§ 87200 et seq. CONSULTANT conducts research and arrives at his or her conclusions, advice, recommendation, or counsel independent of t he control and direction of the CITY or any CITY official, other than normal contract monitoring. I n addition, CONSULTANT possesses no authority with respect to any CITY decision beyond these conclusions, advice, recommendation, or counsel. 14) EMPLOYMENT DEVELOPMENT DEPARTMENT REPORTING REQUIRE MENTS. When the CITY executes an agreement for or makes payment to CONSULTANT in the amount of $600 (six hundred dollars) or more in any one calendar year, CONSULTANT shall provide the following information to CITY to comply with Employment Development Department (EDD) reporting requirements:
a) Whether CONSULTANT is doing business as a sole prop rietorship, partnership, limited liability partnership, corporation, limited liabili ty corporation, non-profit corporation or other for m of organization.
b) If CONSULTANT is doing business as a sole proprietorship, CONSULTANT shall provide the full name, address and social security number of the sole proprietor. c) If CONSULTANT is doing business as other than a sole proprietorship, CONSULTANT shall provide CONSULTANT’S federal tax identification number.

8 Revised 1/09/2025
EXHIBIT “D”

INSURANCE REQUIREMENTS
CONSULTANT shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the CONSULTANT, its agents, representatives, or employees. 1) MINIMUM SCOPE AND LIMITS OF INSURANCE
a) Commercial General Liability coverage (occurrence Form CG 00 01) with minimum limits of $1,000,000 per occurrence for bodily injury, per sonal injury, products and completed operations, an d property damage. If Commercial General Liability o r other form with a general aggregate limit is used , either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
b) Automobile Liability coverage (Form CA 00 01 with C ode 1 – any auto) with minimum limits of $1,000,000 per accident for bodily injury and property damage. c) Workers’ Compensation insurance as required by the State of California and Employers’ Liability insurance, each in the amount of $1,000,000 per accident for bodily injury or disease. 2) INDUSTRY SPECIFIC COVERAGES
If checked below, the following insurance is also required.

Professional Liability Insurance / Errors and Omissions Liability in the minimum amount of $1,000,000 per occurrence.

Pollution Liability Insurance in the minimum amount of $1,000,000 per occurrence Garage Keepers Insurance in the minimum amount of $1,000,000 per occurrence Fidelity / Crime / Dishonesty Bond in the minimum amount of $____________ MCS-90 Endorsement to Business Automobile insurance for transportation of hazardous materials and pollutants
Builder’s Risk / Course of Construction Insurance in the minimum amount of $__________.

3) INSURANCE PROVISIONS
a) DEDUCTIBLES AND SELF-INSURED RETENTIONS. Any deduc tibles or self-insured retentions must be declared to and approved by the CITY. At the op tion of the CITY, either the insurer shall reduce o r eliminate such deductibles or self-insured retentions as respects the CITY, its officers, officials, employees and volunteers; or the CONSULTANT shall procure a b ond guaranteeing payment of losses and related investigations, claim administration and defense expenses. b) The general and automobile liability policies (and if applicable, pollution liability, garage keepers X

9 Revised 1/09/2025
liability and builder’s risk policies) are to contain, or be endorsed to contain, the following provisions:
i) The CITY, its officers, officials, employees and vo lunteers are to be covered as insureds as respects: liability arising out of work or operati ons performed by or on behalf of the CONSULTANT; products and completed operations of th e CONSULTANT; premises owned, occupied or used by the CONSULTANT; and automobiles owned, leased, hired or borrowed by the CONSULTANT. The coverage shall contain no special limitations on the scope of protection afforded to the CITY, its officers, officials, employees or volunteers. ii) For any claims related to this project, the CONSULTANT’S insurance coverage shall be primary insurance as respects the CITY, its officers, officials, employees and volunteers. Any insurance or self-insured maintained by the CITY, its officers, officials, employees or volunteers shall be in excess of the CONSULTANT’S insurance and shall not contribute with it. iii) Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to th e CITY, its officers, officials, employees or volunteers.
iv) The CONSULTANT’S insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability. v) Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the CITY.
vi) The policy limits of coverage shall be made available to the full limits of the policy. The minimum limits stated above shall not serve to reduce the C ONSULTANT’S policy limits of coverage.

Therefore, the requirements for coverage and limits shall be (1) the minimum coverage and limits specified in this agreement, or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured, whichever is greater. c) ACCEPTABILITY OF INSURER. Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the CITY.

VERIFICATION OF COVERAGE. CONSULTANT shall furnish the CITY with original endorsements effecting coverage required by this Exhibit D. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf; on forms eq uivalent to CG 20 10 11 85, subject to CITY approva l; and submitted electronically via email at [email protected] . All insurance certificates and endorsements are to be received and approved by the CITY before work commences. At the request of the CITY, CONSULTANT shall provide complete, certified copies of all required insurance policies, includin g endorsements affecting the coverage required by these specifications. d) SUB-CONTRACTORS. CONSULTANT shall require all subc ontractors to procure and maintain insurance policies subject to the requirements of Exhibit D. Failure of CONSULTANT to verify existence of sub- contractor’s insurance shall not relieve CONSULTANT from any claim arising from sub-contractors work on behalf of CONSULTANT.