HomeMy WebLinkAboutItem 21 - Pressure Control Station Relocation and Transmission Main ImprovementsPublic Works Agency
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Item # 21
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
May 17, 2022
TOPIC: Pressure Control Station Relocation and Transmission Main Improvements
AGENDA TITLE
Approve an Appropriation Adjustment and Approve an Agreement with Tetra Tech, Inc.
for Engineering Services in an Amount not to Exceed $830,000 for up to a Five -Year
Term (Project No. 19-6496) (Non -General Fund)
RECOMMENDED ACTION
1. Authorize the City Manager to execute an agreement with Tetra Tech, Inc. for
engineering services for pressure control station relocation and transmission main
improvements for a three-year period beginning May 17, 2022 and expiring May 16,
2025, with provisions for one, two-year renewal period exercisable by the City
Manager and City Attorney, in an amount not to exceed of $830,000, subject to non -
substantive changes approved by the City Manager and City Attorney.
2. Approve an appropriation adjustment to recognize $270,000 of prior -year fund
balance in the Water Fund, Public Works Water Revenue, Prior Year Carryforward
revenue account, and appropriate the same amount to the Acquisition & Construction,
Water Utility Capital Projects, Water Capital Project expenditure account. (Requires
five affirmative votes)
3. Approve an amendment to the Fiscal Year 2021-22 Capital Improvement Program to
include $270,000 in engineering funds for the SA-2 Pressure Control Station
Relocation Project (No. 19-6496).
DISCUSSION
The City of Santa Ana's water system has an average daily demand of 30 million gallons
and is composed of approximately 480 miles of water main, 21 groundwater wells, seven
pump stations, four pressure -regulating stations, roughly 45,000 service connections, and
seven connection points to Metropolitan Water District (MWD).
A connection point (SA-2) to the MWD Orange County Feeder line is currently located in
a vault underneath the sidewalk on the south side of West 1 st Street, roughly 60 feet east
of Bristol Street. The results of a feasibility study indicate the SA-2 connection should be
relocated. Accordingly, the Public Works Agency Water Division issued Request for
Approve an Agreement with Tetra Tech, Inc.
May 17, 2022
Page 2
Proposals (RFP) 21-127 on November 10, 2021 for engineering design services for the
preparation of plans, specification, and a cost estimate for the relocation of SA-2 and for
transmission main improvements.
The RFP was advertised on the City's online bid management and publication system
with bids due on January 13, 2022. System records indicate 61 vendors were notified
and 60 vendors downloaded proposal files. Two proposals were received and evaluated
by a selection committee. Based on the criteria as outlined in the RFP, both proposals
received were categorized as responsive, and their respective scores are as follows:
FIRM
LOCATION
PROPOSAL SCORE
Tetra Tech
Irvine
92
Psomas
Santa Ana
87
The proposal from Tetra Tech Inc. demonstrated high levels of technical competency,
experience performing similar services, and contained a clear path toward achieving City
goals and objectives. In accordance with the RFP scores, staff recommends entering into
an agreement with Tetra Tech, Inc. for engineering services for the SA-2 Pressure Control
Station Relocation and Transmission Main Improvements Project (Exhibit 1).
Approval of the amendment to the Fiscal Year 2021-22 Capital Improvement Program will
officially incorporate this project into the program (Exhibit 2).
ENVIRONMENTAL IMPACT
There is no environmental impact associated with the action.
FISCAL IMPACT
Approval of the requested appropriation adjustment in the amount of $270,000 will
recognize sufficient funds from Water Fund, Public Works Water Revenue, Prior Year
Carryforward revenue account (No. 06017002-50001) and appropriate the same amount
to the Acquisition & Construction, Water Utility Capital Projects, Water Capital Project
expenditure account (No. 06617647-66301) to complete the funding for the agreement in
the amount of $830,000.
The following table summarizes the funds budgeted and approved for project expenditure.
Fiscal Accounting Unit Fund Accounting Unit, Amount
Year - Account # Description Account Description
Prior Authorized Funds
06617647-66301 Water Utility Capital
2017-18 (19-6496) Water Projects, Water Capital $100,000
Project
Approve an Agreement with Tetra Tech, Inc.
May 17, 2022
Page 3
Fiscal
Accounting Unit
Fund
Accounting Unit,
Amount
Year
- Account #
Description
Account Description
06617647-66301
Water Utility Capital
2018-19
Water
Projects, Water Capital
$225,000
(19-6496)
Project
Water Utility Capital
2019-20
06617647-66301
Water
Projects, Water Capital
$235,000
(19-6496)
Project
Appropriation
Adjustment
06617647-66301
Water Utility Capital
2021-22
Water
Projects, Water Capital
$270,000
(19-6496)
Project
Total:
$830,000
The following table summarizes the funds budgeted and available for expenditure on this
agreement by fiscal year.
Fiscal
Accounting Unit
Fund
Accounting Unit,
Amount
Year
- Account #
Description
Account Description
Contract (3-Year Term)
2021-22
06617647-66301
Water Utility Capital
(May-
(19-6496)
Water
Projects, Water Capital
$30,000
June)
Project
2022-23
06617647-66301
Water Utility Capital
(July-
(19-6496)
Water
Projects, Water Capital
$325,000
June)
Project
2023-24
06617647-66301
Water Utility Capital
(July-
(19-6496)
Water
Projects, Water Capital
$325,000
June)
Project
2024-25
06617647-66301
Water Utility Capital
(July -May)
(19-6496)
Water
Projects, Water Capital
$50,000
Project
Optional Two -Year Extension
2024-25
06617647-66301
Water Utility Capital
(May-
(19-6496)
Water
Projects, Water Capital
$40,000
June)
Project
2025-26
06617647-66301
Water Utility Capital
(July-
(19-6496)
Water
Projects, Water Capital
$40,000
June)
Project
Approve an Agreement with Tetra Tech, Inc.
May 17, 2022
Page 4
Fiscal
Accounting Unit
Fund
Accounting Unit,
Amount
Year
- Account #
Description
Account Description
2026-27
06617647-66301
Water Utility Capital
Water
Projects, Water Capital
$20,000
(July -May)
(19-6496)
Project
Total:
$830,000
EXHIBIT(S)
1. Agreement with Tetra Tech
2. FY 2021-22 Capital Improvement Program Sheet
Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency
Approved By: Kristine Ridge, City Manager
AGREEMENT WITH TETRA TECH TO PROVIDE ENGINEERING DESIGN SERVICES
FOR THE CITY OF SANTA ANA
THIS AGREEMENT is made and entered into on this 17th day of May, 2022 by and between Tetra Tech
("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing
under the Constitution and laws of the State of California ("City").
RECITALS
A. On November 10, 2021, the City issued Request for Proposal No. 21-127, by which it sought a
qualified consultant to provide engineering design services for the preparation of plans,
specification, and cost estimate (P.S.& E.) for a new SA-2 MWD connection, 3,500 feet of
transmission main with the possibility of adding approximately 2,900 feet of distribution water
main.
B. Consultant represents that Consultant is able and willing to provide such services to the City.
C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable
in its field and that any services performed by Consultant under this Agreement will be performed
in compliance with such standards as may reasonably be expected from a professional consulting
firm in the field.
NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms
and conditions hereinafter set forth, the parties agree as follows:
1. SCOPE OF SERVICES
Consultant shall perform during the term of this Agreement, the tasks and obligations including
all labor, materials, tools, equipment, and incidental customary work required to fully and adequately
complete the services described and set forth in the scope of work that was included in RFP No. 21-127,
which is attached as Exhibit A and is incorporated in full, and as further described in Consultant's
Proposal, which is attached as Exhibit B and incorporated in full.
2. COMPENSATION
a. City agrees to pay, and Consultant agrees to accept as total payment for its services for City,
the rates and charges identified in Consultant's Fee Proposal, which is attached as Exhibit C
and incorporated in full. The total amount to be expended under this Agreement shall not
exceed Eight Hundred Thirty Thousand Dollars and Zero Cents ($830,000) during the term of
this Agreement, including any extension periods exercised under Section 3.
b. Payment by City shall be made within 45 days (forty-five) days following receipt of proper
invoice evidencing work performed, subject to City accounting procedures. Payment need not
be made for work which fails to meet the standards of performance set forth in the Recitals
which may reasonably be expected by City.
3. TERM
This Agreement shall commence on the date first written above for a three (3) year term with the
option for the City to grant up to a two (2)-year renewal, exercisable by a writing by the City Manager
and the City Attorney, unless terminated earlier in accordance with Section 16, below.
4. PREVAILING WAGES
Consultant is aware of the requirements of California Labor Code Section 1720, et seq., and 1770,
et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage
Laws"), which require the payment of prevailing wage rates and the performance of other requirements
on "public works" and "maintenance" projects. If the services being performed are part of an applicable
"public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total
compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws.
Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents
free and harmless from any claim or liability arising out of any failure or alleged failure to comply with
the Prevailing Wage Laws.
5. INDEPENDENT CONTRACTOR
Consultant shall, during the entire term of this Agreement, be construed to be an independent
contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to
create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise
discretion or control over the professional manner in which Consultant performs the services which are
the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided
in a manner consistent with all applicable standards and regulations governing such services. Consultant
shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar
taxes relating to employees and shall be responsible for all applicable withholding taxes.
6. OWNERSHIP OF MATERIALS
This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse,
or sublicense any and all copyrights, designs, and other intellectual property embodied in plans,
specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any
tangible medium of expression, including but not limited to, physical drawings or data magnetically or
otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant
under this Agreement ("Documents & Data"). Consultant shall require all subcontractors to agree in
writing that City is granted a non-exclusive and perpetual license for any Documents & Data the
subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the
legal right to license any and all Documents & Data. Consultant makes no such representation and
warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not
be limited in any way in its use of the Documents and Data at any time, provided that any such use not
within the purposes intended by this Agreement shall be at City's sole risk.
Page 2 of 10
7. INSURANCE
Prior to undertaking performance of work under this Agreement, Consultant shall maintain and
shall require its subcontractors, if any, to obtain and maintain insurance as described below:
a. Minimum Scope and Limit of Insurance
Commercial General Liability (CGL): Insurance Services Office Form
CG 00 01 covering CGL on an "occurrence" basis, including products and
completed operations, property damage, bodily injury and personal &
advertising injury with limits no less than $1,000,000 per occurrence. If a
general aggregate limit applies, either the general aggregatelimit shall apply
separately to this project/location (ISO CG 25 03 or 25 04) or the general
aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: ISO Form Number CA 00 01 covering any auto
(Code 1), or if Consultant has no owned autos, hired, (Code 8) and non -
owned autos (Code 9), with a limit no less than $1,000,000 per accident for
bodily injury and property damage.
3. Workers' Compensation: as required by the State of California, with
Statutory Limits, and Employer's Liability Insurance with limit of no less
than $1,000,000 per accident for bodily injury or disease.
4. Professional Liability (Errors and Omissions): insurance appropriate to
the Consultant's profession, with limit no less than $2,000,000 per
occurrence or claim, $2,000,000 aggregate.
5. Broader Coverage: if the Consultant maintains broader coverage and/or
higher limits than the minimums shown above, the City requires and shall
be entitled to the broader coverage and/or the higher limits maintained by
the Consultant. Any available insurance proceeds in excess of the specified
minimum limits of insurance and coverage shall be available to the City.
b. Other Insurance Provisions
1. Additional Insured Status: The City, its officers, officials, employees, and
volunteers are to be covered as additional insureds on the CGL policy with
respect to liability arising out of work or operations performed by or on
behalf of the Consultant including materials, parts, or equipment furnished
in connectionwith such work or operations. General liability coverage can
be provided in the form of an endorsement to the Consultant's insurance (at
least as broad as ISO Form CG 20 10 11 85 or if notavailable, through the
addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20
37 if a later edition is used).
Page 3 of 10
2. Primary Coverage: For any claims related to this contract, the Consultant's
insurance coverage shall be primary coverage at least as broad as ISO CG
20 01 04 13 as respects the City, its officers, officials, employees, and
volunteers. Any insurance or self-insurance maintained by the City, its
officers, officials, employees, or volunteers shall be excess of the
Consultant's insurance and shall not contribute with it.
3. Notice of Cancellation: Each insurance policy required above shall provide
that coverage shall not be canceled, except with notice to the City.
4. Waiver of Subrogation: Consultant hereby grants to City a waiver of any
right to subrogation that any insurer of said Consultant may acquire against
the City by virtue of the payment of any loss under such insurance.
Consultant agrees to obtain any endorsement that may be necessary to affect
this waiverof subrogation, but this provision applies regardless of whether
or not the City has received a waiver of subrogation endorsement from the
insurer.
5. Self -Insured Retentions: Self -insured retentions must be declared to and
approved by the City. The City may require theConsultant to purchase
coverage with a lower retention or provide proof of ability to pay losses and
related investigations, claim administration, and defense expenses within
the retention. The policy language shall provide, or be endorsed to provide,
that the self -insured retention may be satisfied by either the named insured
or City.
6. Acceptability of Insurers: Insurance is to be placed with insurers
authorized to conduct business in the state with a current A.M. Best's rating
of no less than A:VII, unless otherwise acceptable to the City.
7. Claims Made Policies (applicable only to professional liability):
i. The Retroactive Date must be shown, and must be before the date of
the contract or the beginning of contract work.
ii. Insurance must be maintained and evidence of insurance must be
provided for at least five (5) years after completion of the contract
of work.
iii. If coverage is canceled or non -renewed, and not replaced with
another claims -made policy form with a Retroactive Date prior to
the contract effective date, the Consultant must purchase "extended
reporting" coverage for a minimum of five (5) years after completion
of work.
Page 4 of 10
8. Verification of Coverage: Consultant shall furnish the City with original
Certificates of Insurance including all required amendatory endorsements
(or copies of the applicable policy language effecting coverage requiredby
this clause) and a copy of the Declarations and Endorsement Page of the
CGL policy listing allpolicy endorsements to City before work begins.
However, failure to obtain the required documents prior to the work
beginning shall not waive the Consultant's obligation to provide them.
The City reserves the right to require complete, certified copies of all required
insurance policies, including endorsements required by these specifications,
at any time.
9. Subcontractors: Consultant shall require and verify that all subcontractors
maintain insurance meeting all the requirements stated herein, and
Consultant shall ensure that City is an additional insured on insurance
required from subcontractors.
10. Special Risks or Circumstances: City reserves the right to modify these
requirements, including limits, based on the nature of the risk, prior
experience, insurer, coverage, or other special circumstances.
8. INDEMNIFICATION
Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents,
employees, contractors, special counsel, and representatives from liability: (1) for personal injury,
damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal
injury, including death, and claims for property damage, which may arise from the negligent operations
of the Consultant, its subcontractors, agents, employees, or other persons acting on its behalf which relates
to the services described in section 1 of this Agreement; and (2) from any claim that personal injury,
damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or
effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for
damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been
suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising
from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the
defense of the City, including fees and costs for special counsel to be selected by the City, regarding any
action by a third party challenging the validity of this Agreement, or asserting that personal injury,
damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises
by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions
with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent
Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to
the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the
negligence, recklessness, or willful misconduct of the Consultant.
9. INTELLECTUAL PROPERTY INDEMNIFICATION
Consultant shall defend and indemnify the City, its officers, agents, representatives, and employees
Page 5 of 10
against any and all liability, including costs, for infringement of any United States' letters patent,
trademark, or copyright infringement, including costs, contained in the work product or documents
provided by Consultant to the City pursuant to this Agreement.
10. RECORDS
Consultant shall keep records and invoices in connection with the work to be performed under this
Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred
under this Agreement and any services, expenditures, and disbursements charged to the City for a
minimum period of three (3) years, or for any longer period required by law, from the date of final payment
to Consultant under this Agreement. All such records and invoices shall be clearly identifiable.
Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of
such records and any other documents created pursuant to this Agreement during regular business hours.
Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this
Agreement for a period of three (3) years from the date of final payment to Consultant under this
Agreement.
11. CONFIDENTIALITY
If Consultant receives from the City information which due to the nature of such information is
reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or
disclose such information except in the performance of this Agreement, and further agrees to exercise the
same degree of care it uses to protect its own information of like importance, but in no event less than
reasonable care. "Confidential Information" shall include all nonpublic information. Confidential
information includes not only written information, but also information transferred orally, visually,
electronically, or by other means. Confidential information disclosed to either party by any subsidiary
and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and
nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources;
(b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful
possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by
operation of law; or (e) is independently developed by the Consultant without reference to information
disclosed by the City.
12. CONFLICT OF INTEREST CLAUSE
Consultant covenants that it presently has no interests and shall not have interests, direct or
indirect, which would conflict in any manner with performance of services specified under this
Agreement.
13. NON-DISCRIMINATION
Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual
orientation, gender identity, gender expression, gender, medical conditions, genetic information, or
military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by
applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other
employment related activities or any services provided under this Agreement. Consultant affirms that it is
Page 6 of 10
an equal opportunity employer and shall comply with all applicable federal, state and local laws and
regulations.
14. EXCLUSIVITY AND AMENDMENT
This Agreement represents the complete and exclusive statement between the City and Consultant,
and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict
between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail.
This Agreement may not be modified except by written instrument signed by the City and by an authorized
representative of Consultant. The parties agree that any terms or conditions of any purchase order or other
instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or
obligate Consultant or the City. Each party to this Agreement acknowledges that no representations,
inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting
on behalf of any party, which is not embodied herein.
15. ASSIGNMENT
Inasmuch as this Agreement is intended to secure the specialized services of Consultant,
Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written
consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior
written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit
the City's ability to have any of the services which are the subject to this Agreement performed by City
personnel or by other consultants retained by City.
16. TERMINATION
This Agreement may be terminated by the City upon thirty (30) days written notice of termination.
In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for
all services performed by Consultant prior to receipt of such notice of termination, subject to the following
conditions:
a. As a condition of such payment, the Executive Director may require Consultant to deliver
to the City all work product(s) completed as of such date, and in such case such work
product shall be the property of the City unless prohibited by law, and Consultant consents
to the City's use thereof for such purposes as the City deems appropriate.
b. Payment need not be made for work which fails to meet the standard of performance
specified in the Recitals of this Agreement.
17. WAIVER
No waiver of breach, failure of any condition, or any right or remedy contained in or granted by
the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving
the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed
a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver
constitute a continuing waiver unless the writing so specifies.
Page 7 of 10
18. JURISDICTION - VENUE
This Agreement has been executed and delivered in the State of California and the validity,
interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined
and governed by the laws of the State of California. Both parties further agree that Orange County,
California, shall be the venue for any action or proceeding that may be brought or arise out of, in
connection with or by reason of this Agreement.
19. PROFESSIONAL LICENSES
Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits,
approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by
the laws and regulations of the United States, the State of California, the City of Santa Ana and all other
governmental agencies. Consultant shall notify the City immediately and in writing of its inability to
obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be
cause for termination of this Agreement.
20. MISCELLANEOUS PROVISIONS
a. Each undersigned represents and warrants that its signature herein below has the power,
authority and right to bind their respective parties to each of the terms of this Agreement,
and shall indemnify City fully, including reasonable costs and attorney's fees, for any
injuries or damages to City in the event that such authority or power is not, in fact, held by
the signatory or is withdrawn.
b. The Agreement is the final and complete agreement and any prior or contemporaneous
agreements for similar services between the parties is superseded by this Agreement. This
clause shall not apply where the Parties are currently engaged and Consultant is providing
services not contemplated by this Agreement.
C. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth
in the body of this Agreement.
21. NOTICE
Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be
in writing and shall be deemed to be properly given if delivered in person or mailed by first class or
certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided
in this Section, to the following persons:
To City:
Clerk of the City Council
City of Santa Ana
20 Civic Center Plaza (M-30)
P.O. Box 1988
Santa Ana, CA 92702-1988
Page 8 of 10
Fax: 714- 647-6956
With courtesy copies to:
Nabil Saba
Executive Director, Public Works Agency
City of Santa Ana
20 Civic Center Plaza (M-21)
P.O. Box 1988
Santa Ana, California 92702
Fax: 714- 647-5635
To Consultant:
Tom Epperson
Vice President
Tetra Tech
17885 Von Karman, Suite 500
Irvine, CA 92614-5227
Fax: 949-809-5010
A party may change its address by giving notice in writing to the other party. Thereafter, any
communication shall be addressed and transmitted to the new address. If sent by mail, communication
shall be effective or deemed to have been given three (3) days after it has been deposited in the United
States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by
fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time
set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth
above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays
shall be excluded.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above
written.
ATTEST:
Daisy Gomez
Clerk of the Council
CITY OF SANTA ANA
Kristine Ridge
City Manager
[signatures continued on next page)
Page 9 of 10
APPROVED AS TO FORM:
SONIA R. CARVALHO
City Attorney
Llvatierra
Deputy City Attorney
RECOMMENDED FOR APPROVAL:
Nabil Saba
Executive Director
Public Works Agency
TETRA TECH:
Zlorn �Ow��
Tom Epperson, PE
Vice President
Page 10 of 10
EXHIBIT A
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
Appendix
ATTACHMENT 1: SCOPE OF WORK
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
SCOPE OF WORK
Introduction and Background:
The City of Santa Ana is located in the County of Orange in Southern California.
The City encompasses 27.2 square miles and a population over 340,000 people.
The City of Santa Ana Public Works Agency — Water Resources Division
oversees and maintains the daily operations of the Water System and Sanitary
Sewer System. The City of Santa Ana's water system has an average day
demand of about 30 million gallons (MG) with 45,000 services. It is comprised of
approximately 478 miles of water main, 45 MG of storage at five (5) sites, seven
(7) Metropolitan Water District (MWD) connections, 21 groundwater wells, seven
(7) pump stations, four (4) pressure regulating stations and utilizes two (2)
pressure zones.
The existing MWD SA-2 meter vault houses a 12-inch connection from the
Metropolitan Water District's Orange County Feeder line (36-inch water main).
The MWD SA-2 meter vault is currently located underneath the sidewalk on the
south side of West 1 st Street, roughly 60 feet east of Bristol Street. Once outside
of the meter vault, the existing 12-inch pipeline, which is cast iron and
constructed in 1943, carries high-pressure water (approximately 170 psi) to an
existing Pressure Reducing Station (PRS) located near the southeast corner of
the intersection of Flower Street and 1st Street. The water imported from MWD
exits the PRS at a lower system pressure and is deposited into Walnut Reservoir
and the distribution system. The existing connection normally operates around
8.0 cubic feet per second (cfs) and has a maximum capacity of 15.0 cfs.
The City of Santa Ana is requesting proposals for the purpose of providing
engineering design services for the preparation of plans, specification, and cost
estimate (P.S.& E.) for a new SA-2 MWD connection, 3,500 feet of transmission
main with the possibility of adding approximately 2,900 feet of distribution water
main. The proposed pressure control station shall be located on a City owned
parcel of land located at 116 South Flower Street or 202 South Flower Street.
The new station shall contain both a pressure reducing valve and a hydro -turbine
generator. Power generated by the hydro -turbine generator will need to be
conveyed to the Walnut Pump Station Facility by a new proposed electrical
conduit. Onsite battery storage will also be required with smart programming to
switch from grid power to local power on demand. The high-pressure MWD
conveyance pipeline will need to be replaced from the MWD SA-2 meter vault to
the proposed location of the new SA-2 pressure control station. The City also
desires to attain the highest Envision Rating possible with this project.
A more detailed layout of the proposed location and work shown on the attached
feasibility study in Attachment 4 of the Appendix.
Page 1 of 11
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
Description of Work:
The selected firm/s shall provide the City with the following services as
described herein.
Task 1. Project Administration and Multi -Agency Coordination
Kick -Off Meeting
Upon receipt of a written Notice to Proceed from the City, the Consultant shall
conduct a kickoff meeting with the City Public Works Agency staff to review the
Scope of Services, develop an overall Project Schedule and confirm the
deliverables. The Project schedule should include each task, milestones, critical
path designation and a schedule for progress meetings.
Multi -Agency Coordination
SA-2 is a City of Santa Ana facility and therefore, it is important to coordinate all
work with involved agencies to obtain their input and include them in all critical
decision making. In addition, the Consultant will be required to coordinate their
activities with third party agencies including, but not limited to, utility companies,
Metropolitan Water District, Regional Water Quality Control Board, Orange
County Water District, the City of Santa Ana Water Resources Division and
adjacent property owners. Southern California Edison (SCE) will also be a key
player in this endeavor. For the purposes of this RFP, assume up to eight (8)
meetings. The Consultant shall be responsible for organization of all meetings
including preparation of agendas, meeting minutes and distribution of all
documentation to all attending parties or as required.
Coordination with MWD and SCE is vital for the success of this project. The
selected consultant shall act as the City's agent and diligently pursue the City's
goals in a timely fashion. Any unanticipated requests from MWD and SCE shall
be evaluated for how they affect the City's project, schedule and budget.
Task 2. As Built and Utility Research
Consultant shall conduct As -Built and utility research within the Project area.
Consultant shall be responsible for researching all applicable agencies and utility
company records. Consultant shall be responsible for preparing a complete list
of all underground and overhead utilities in the Project area. Consultant shall
work with all underground and overhead utilities in obtaining these companies'
near term (next 5 years) improvement information and schedule. Upon
completion of all required research of underground and overhead lines, the
consultant shall provide a comprehensive utility and linemap including any
planned near term improvements. Consultant shall prepare a complete list of all
As-Built/Record Drawings found, what agency they were found in and this
information shall be referenced in the Basis of Design and final Plans and
Specifications. A topographic and design survey shall be included under this
task. A boundary survey for the City selected site shall also be included.
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CITY OF SANTA ANA
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The Consultant shall be responsible for developing a potholing location plan and
when approved by the City's Project Manager, will be responsible for managing
the required potholing. The City anticipates use of the City's Contractor for
subsurface exploration for the pothole requests. The Consultant shall be
responsible for scheduling all potholing with the City's Contractor a minimum of
two (2) weeks in advance of when any potholing will be conducted. The
Consultant shall submit all traffic control plans related to potholing activities to
City staff for review. The Consultant shall log all potholing information and is
responsible for including this information in the Basis of Design and on the Final
Design Plans. For the purposes of this RFP, the Consultant shall assume a
maximum of twenty (20) potholes will be required. The Consultant will be
required to obtain permits and pay all applicable fees for all potholing. Backfill
and paving will be as required by the Permitting section of the Public Works
Agency. The pavement section shall match the existing pavement thickness at a
minimum.
The Consultant shall research all available records at the City, to verify the
existing right-of-way for the project area and confirm ownership of the right-of-
way. The Consultant shall review the available information and will inform the
City of any issues of concern regarding potential problems having to do with prior
rights, license agreements, encumbrances, etc.
Task 3. Geotechnical Recommendations
The Consultant shall be responsible for conducting necessary geotechnical
testing to determine the existing pavement and base thickness, sub -grade soil
type and evaluation of the street structural section's condition. The Consultant
shall perform field and laboratory testing as necessary to recommend pipe
bedding requirements, vault house foundation requirements, excavation and
shoring requirements, retaining walls as required and a new pavement structural
section throughout the Project limits. The Consultant shall perform foundation
design analysis, provide earthwork/structural recommendations, pipe bedding
requirements, and pavement reconstruction details for the construction of the
Project. The Consultant shall also perform a corrosion analysis to assist in
pipeline material selection. This information will be included in the Basis of
Design, on the Final Design Plans and in the Final Specifications.
The Consultant shall be responsible for preparing traffic control plans for all
geotechnical field work and will be responsible for notifying the Project Manager
two (2) weeks in advance of any geotechnical field work being conducted. The
Consultant shall submit all traffic control plans to City staff for review. The
Consultant/Contractor will be required to obtain permits and pay all applicable
fees for all geotechnical potholing. Backfill and paving will be as required by the
Permitting section of the Public Works Agency. The pavement section shall
match the existing pavement section at a minimum.
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CITY OF SANTA ANA
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SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
Task 4. Civil Operational Project Design Standard and Criteria
The Consultant shall work with City staff to determine the applicable design
standards and criteria in addition to those defined by the feasibility study. The
Consultant shall consider other possible agency design criteria and/or standards
as necessary. A maximum of eight (8) three (3) hour workshop sessions shall
be conducted with the Project Manager, City Operations staff and the
Consultant design team. The Consultant shall be responsible for organizing the
meeting including obtaining background information for discussion, preparing
the agenda, compiling meeting minutes and action items, as well as distributing
the minutes as required. Elements to be discussed shall include, but not be
limited to, operational parameters, ideal control conditions, and operator
experience.
Task 5. Basis of Design
Upon completion of Tasks 2 through 4 above, the Consultant shall prepare a
Basis of Design Report including elements and findings from all of the Tasks.
The Basis of Design Report shall summarize all of the alternatives and outline
the agreed upon alternative including reasons why the alternative was chosen.
The Basis of Design includes 30% drawings of the chosen alternative including
all proposed improvements. The Basis of Design Report shall be stamped and
signed by a California Registered Civil Engineer. Prior to completion of the final
Basis of Design Report, the Consultant shall prepare and submit for review a
draft Basis of Design Report to City staff.
The Basis of Design will include, but not be limited to, such issues as:
1. An overall evaluation of the existing SA-2 station based on current design
standards. Identify new SA-2 station improvements needed to improve
operations, reliability and safety.
2. Make recommendations for SA-2 improvements for the building or service
vault as well as related piping. Propose possible building architectural
features that can be incorporated into the local neighborhood
surroundings and provide concept drawings of the new building.
3. Provide 3D renderings of the proposed building or service vault with key
dimensions identified to City staff to assist in evaluations of the station's
operation, maintainability and reparability.
3. The City desires to store energy from the hydro -turbine as well as any solar
paneling and use it directly to power the Walnut Pump Station. Provide
alternative strategies to achieve this goal and the feasibility of using the
Page 4 of 11
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
electric generation in this manner. Provide locations for possible battery
storage units as well as size and footprint for said units.
4. Prepare preliminary electrical and control system design plans for hydro -
turbine generator and related appurtenances. The Consultant shall also
evaluate the existing standard operating procedures for the existing
pressure reducing station, make recommendations to modify how the
station operates at a control system level and SCADA level, and provide
preliminary control panel designs in accordance with the City's panel build
guidelines and the description below. This shall also include an electrical
operational plan and control scheme.
CONTROL SYSTEM DESIGN
The Consultant shall, be required to provide full control panel designs for
the hydrogenerator, control valve operations and site operations. Control
panel designs shall contain fully engineered diagrams that specify all
equipment, backpanels, terminal blocks, special components and related
items. Also included in the design shall be all control wiring diagrams,
specific 1/0, panel elevations, item and quantity lists with specific part
numbers. Control system design programmers allowed are as follows:
Enterprise Automation
210 Goddard
Irvine, CA 92618
Scott Pickford — Owner
949-769-6000
KDC Systems
4462 Corporate Center Drive
Los Alamitos, CA 90720
Lukasz Niedojadlo — Project Manager
714-236-2209
Industrial Control Systems Online
P.O. Box 381
Ripon, CA 95366
Steve Scrosati — CEO
209-599-9775
ADDITIONAL RELATED DUTIES THAT MAY BE ASSIGNED:
A. The Consultant will be required to design and develop tagging
standards. Tagging should include information both on physical
devices, instruments, equipment, PI -Cs, control cabinets, as well as
tagging within the historian and data warehouse.
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CITY OF SANTA ANA
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IMPROVEMENTS
B. The Consultant will be required to create dashboard concept designs
and standards. This will include elements that should be provided on an
HMI dashboard. The intent is to provide information to benefit
operations and provide operator controls as dictated by the City.
C. The Consultant will be required to create, establish and/or maintain PLC
programming standards as it relates to operation of the station. Under
this duty, the Consultant shall develop application programming
templates, subroutines, function blocks and data structures to minimize
the level of custom programming required to operable assets to any sites
such as pump stations. Standardized templates and modules shall
serve as starting points for future programming efforts.
D. The Consultant shall provide an estimate and list for all hardware
necessary and proceed, upon City approval, to purchase said hardware,
install as necessary and reprogram.
E. The Consultant shall modify the functional specifications for the site and
include the following:
a. Narrative overview of the function and operation of the Site;
b. Identification of all components of the Site (i.e., equipment,
instrumentation, etc.);
c. Narrative description of the functionality of each component of the
Site (e.g., tanks, valves, meters, sensors/transmitters, etc.);
d. Description of the process control strategy for the Site;
e. Narrative description of all operational modes for the Site;
f. Narrative description of each process control strategy;
g. Identification of the specific 1/0, setpoints, commands and
communications associated with each strategy;
h. Detailed description of the control logic for each component/strategy,
including permissives, interlocks, PID controls, etc.;
i. Description of the SCADA interfaces;
j. Narrative and detailed description of the system alarms and other
notification functionality.
F. The Consultant shall develop comprehensive Factory Acceptance Test
(FAT) and Site Acceptance Test (SAT) protocols and criteria for the new
control panels and related components.
5. Make recommendations for communications between SA-2 and Walnut
Pump Station. Propose alternatives for communications in addition to
radio communications. Identify all requirements for the options including
maintenance and operation related constraints. The City uses an MDS
iNET-11 radio network for SCADA communications. In the near future, the
City may alter the telecommunications scheme. In the event that another
radio telemetry network is established, the Consultant shall assist with that
work as it pertains to this project. The City may request design assistance
for a new radio network and technology options, if deemed in the best
interests of the City. Fiber interconnects remain an option.
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6. Identify all hydraulic conditions to use in conjunction with the City
Hydraulic Model to ensure satisfactory operations under normal operating
conditions if required. In the event that the pipe discharge line to Walnut
Reservoir is used to increase system headloss, material fatigue shall be
considered a factor when selecting the pipe line material.
7. It is anticipated that MWD will require a transient analysis of the new
pressure control station. The Consultant shall work with MWD to define
the analysis criteria, assist the City is coordination with MWD and provide
a report that meets MWD's satisfaction.
8. Prepare preliminary horizontal alignment of water transmission and
distribution main upgrades including all utility relocations. Prepare
preliminary transmission main pipe bypass drawings showing a bypass
into Walnut Reservoir.
9. Prepare site improvements, preliminary horizontal alignment and profile of
the lot that will be altered due to the construction and by adding a new
security wall at the property.
10. Preparation of a preliminary estimate of probable cost.
11. Preparation of preliminary staging for construction including a traffic
management plan and traffic control plans.
12. Outline the preparation and submittal process of all required permits
associated with getting the project approved and ready for construction.
This includes estimated time frames for processing said permits.
13. Prepare a Water Quality Management Plan (WQMP)
13. Prepare required documents and assist in Environmental approvals.
In the event that an Environmental Impact Report (EIR) is deemed
necessary, the Consultant shall prepare all necessary documentation
as required by CEQA. The Consultant shall include an initial study
and mitigated negative declaration in their proposal fee. A fee for an
EIR shall be an optional item in the event that an EIR is required.
Upon receiving comments from the Project Manager, the Consultant shall
incorporate all appropriate and agreed upon comments and submit the final
Basis of Design Report. The final submittal of the Basis of Design Report shall
include five (5) hard copies and one bound accordingly and one (1) electronic
copy and shall be delivered to the Project Manager.
Task 6. 60% Construction Document (PS&E) Submittal
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CITY OF SANTA ANA
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SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
The Consultant shall prepare 60% design plans, specifications and estimate of
probable costs (PS&E's) in accordance with the approved criteria as outlined in
the Final Basis of Design as prepared in Task 5 above. The 60% PS&E's shall
be prepared using current City Standards, other agency standards where
applicable, and good engineering practice. The 60% PS&E's shall be submitted
to the City for review. Other agencies' review may be required if noted in the
Final Basis of Design Report. One (1) hard copies of full size (36x24) plan sets,
and one (1) electronic pdf copy of the 50% PS&E's to the Project Manager. All
electronic CAD files must be in the MicroStation v8i format or compatible.
The 60% PS&E submittal should include plans of all disciplines for the proposed
storm drain improvements and for the pump station capacity improvements
including all civil, mechanical, electrical, geotechnical, structural, and any other
design required, overall outline of the specifications with some detail included
and an engineer's estimate of probable costs with preliminary quantities and unit
costs. The 60% PS&E submittal shall also include 60% drawings and
specifications related to system integration for the City SCADA network.
Task 7. 90% Construction Document (PS&E) Submittal
Utilizing comments received from the various reviewers, the Consultant shall
prepare the 100% PS&E's in accordance with the approved Basis of Design
Report as prepared in Task 5. The Consultant shall be required to compile in a
matrix format all 60% comments received and responses made by the
Consultant for review by the Project Manager. A column in the matrix will
outline any action taken by the Consultant in resolving the comment. This
spreadsheet will be submitted to all reviewers as part of the 90% PS&E
submittal. If needed, the Consultant shall schedule review meetings with key
reviewers to clarify any comments and resolve any conflicting comments.
All comments from the 60% review must be addressed and incorporated into the
100% PS&E's as stated in the response matrix. The 90% PS&E submittal shall
include a complete set of improvement plans including all disciplines and all
detail sheets. The 90% Specifications/Bid Documents shall be a complete
package with all bid items included. The 90% engineer's estimate of probable
costs shall be complete including updated quantities, unit prices, and carried
totals for each bid item and a grand total for the Project. One (1) hard copy of
full size (36x24) plan sets, one (1) electronic pdf copy of the 90% PS&E's shall
be delivered to the Project Manager.
Task 8. Final Construction Document (PS&E) Submittal
After receiving any comments on the 100% submittal from the various
reviewers, the Consultant shall prepare Final PS&E's ready for bidding. The
Consultant shall be required to compile in a matrix format all 100% comments
received and responses by the Consultant for review by the Project Manager. A
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IMPROVEMENTS
column in the matrix will outline any action taken by the Consultant in resolving
the comment. This spreadsheet will be submitted to all reviewers prior to and as
part of the Final PS&E submittal. If needed, the Consultant shall schedule
review meetings with key reviewers to clarify any comments and resolve any
conflicting comments.
All comments from the 100% review will be addressed and where required will
be incorporated into the Final PS&E's. The Final PS&E submittal shall include a
complete set of improvement plans including all disciplines, all detail sheets and
shall be signed by a registered engineer in the State of California for each
discipline. The Final Specifications/Bid Documents submittal shall be a
complete package with all sections of the standard City bid documents included
and will have listed all bid items in the standard form. The Final Engineer's
estimate of Probable Costs shall be complete including final quantities, unit
prices, carried totals for each bid item, a grand total for the Project. One (1)
hard copies of full size (36x24) plan sets, Two (2) hard copies of half size
(11 x17) plan sets, one (1) electronic copy of the final PS&E's shall be delivered
to the Project Manager.
The Consultant shall be responsible for addressing any final comments to the
plans, specifications and engineer's estimate of probable costs based on input
from the Project Manager prior to going to bid.
Task 9. Bidding & Construction Phase Services
Throughout the bidding and construction process, the Consultant shall be
required to assist the Project Manager in the following items:
a. Assist in responding to questions raised during the bidding process
including preparation of any addenda.
b. Attend the pre -construction meeting and construction kick-off meeting.
c. Respond in writing to any contractor's questions (RFI's) during
construction. Assume a total of twenty-five (25) RFI's for purposes of this
proposal. Assume that ten (10) will require design sketches or exhibits.
d. Attend site visits to clarify design issues in the field as required by City
staff. Assume a total of twenty (20) hours for site visits and construction
meetings.
e. Collect and compile all equipment and product information provided by the
Contractor and incorporate into an Operations and Maintenance manual.
The manual will include the specifications, maintenance recommendations
and warranty information.
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CITY OF SANTA ANA
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IMPROVEMENTS
g. Evaluate and respond to the Contractor's requests for change orders.
Assume a maximum of ten (10) requests that will need attention.
h. Factory and Site Acceptance Testing of all control equipment. The
Consultant shall act as the City's agent during all acceptance testing. The
Consultant shall document and identify all functional and performance
discrepancies and coordinate corrective actions to resolve identified
discrepancies prior to City acceptance.
Review shop drawings, samples, equipment specifications and other
submittals. Assume sixty (60) submittal reviews for purposes of this
proposal.
The Consultant will review RFI's and shop drawings during construction when
forwarded by the City's Construction Project Manager. Consultant may be
required to visit the construction site to resolve construction issues.
Task 10. As -Built Preparation
Upon receipt and acceptance of the field As -Built construction drawings from the
Project Manager, the Consultant shall prepare final As -Built drawings
incorporating any changes that occurred during the construction. Field changes
shall include all civil, electrical, controls and mechanical disciplines. The
Consultant shall submit one (1) full size (36x24) hard copy of the As -Built
drawings to the Project Manager along with one (1) electronic copy in
MicroStation format. The final As -Built drawings and RFI log shall be stamped
and signed by a Registered Civil Engineer in the State of California.
Task 11. Commissioning Bid Item
Assist the City with start-up of the facility upon commissioning of the well into
operation. Assume a total of eighty (80) hours for the purposes of this proposal.
The Consultant will be tasked with reviewing, enhancing and providing approval
recommendations for test protocols and other control system submittals
associated with the planned Site improvements to ensure that the panel
manufacturer and the City's integrators deliverables and tasks are being
executed in compliance with the accepted specifications.
Task 12. Operations and Maintenance Manual
After construction has been completed and the site has been commissioned, the
Consultant shall finalize an operational site manual that fully defines how the
site functions. Care shall be taken to address the blending strategies and
parameters for SA-2 to remain in operation. In addition, all Operator duties shall
be defined and procedures for field checking common errors shall be
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CITY OF SANTA ANA
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established. The intent of this site manual is to define standard operating
procedures for field operations.
Additional Work
The Consultant is encouraged in its proposal to identify any additional work that
is not specified in this Scope of Work that would be, in its opinion necessary or
of benefit to complete the Project as defined herein. If identified, this Additional
Work must be included and separated out in the Consultant's Proposal and Fee
Schedule.
Consultant Responsibilities:
The consultant shall be available to provide all the services stated and detailed
hereon.
City Responsibilities:
The City will provide information in its possession relevant to the preparation of
the required information in the RFP. The City will provide only the staff assistance
and the documentation specifically in referred to herein.
• Location Map
• Existing SA-2 As -Built Plans
• Water Main Records Drawings for existing piping for SA-2
• Existing Panel Drawings and Control System Standards.
• Functional Specifications will be disclosed to the selected consultant.
• SA-2 Edison Demand
• Feasibility Study (SA-2)
Fee Proposal:
In addition to Section IV.B.3 (Submittal Requirements: Fee Proposal) fee schedule shall
be structured as follows:
Page 11 of 11
EXHIBIT B
OTETRA TECH
January 13, 2022
Armando Fernandez, PE, Senior Civil Engineer
City of Santa Ana, Public Works Agency
215 South Center Street
Santa Ana, CA 92703
Reference: Proposal to Provide Engineering Design Services for SA-2 Pressure Control
Station Relocation and Transmission Main Improvements — RFP No. 21-127
Dear Mr. Fernandez,
Tetra Tech enthusiastically submits our proposal for the above -mentioned project. The relationship we
have built with the City of Santa Ana (City) is highly regarded and we are committed to providing the
City with the same consistent, diligent, high -quality service that you expect and deserve. Our project
team brings the following distinct advantages:
Extensive City Experience and Unmatched Knowledge of Project: Members of our project
team have completed more than 40 water/wastewater projects for the City since 1999. Our project
team knows the City's design requirements and standards, preferred materials, and operational
preferences which will allow us to complete designs in the most cost-effective manner. In addition,
Tetra Tech has unmatched knowledge of the project since we prepared the SA-2 Feasibility Study.
Extensive Pipeline Design Experience within Arterial Streets: Tetra Tech has previously
designed pipelines within the following City arterial streets: Bristol St., French St., Spurgeon St.,
Edinger Ave., Ritchey St., and MacArthur Blvd. Tetra Tech has also designed pipeline replacement
projects on Katella Ave. (adjacent to Disneyland) and on Newport Blvd.
Extensive PRS Design Experience: Tetra Tech previously designed the SA-7 Relocation and
SA-5 Vault Modifications for the City. In addition, Tetra Tech is currently designing the SA-1 Hydro -
generator replacement for the City. Therefore, we have an excellent understanding of the City's
mechanical, electrical and control designs and operation requirements for the PRS facilities.
In-house Environmental, Envision, Survey, WQMP, Traffic Control, Mechanical, Structural,
Architectural, Electrical and Control Capabilities: We have our own in-house capabilities for all
of the services required for this project except for Geotechnical and Transient Analysis services.
Envision Experience: Tetra Tech previously has obtained or is in the process of pursuing
Envision Award rating of Gold on six (6) separate projects in Southern California.
Dedication to City: We believe our past 20 year relationship with the City shows our commitment
to providing the City with high -quality service. We have been awarded repeat work with the City due
to our quality and responsiveness as well as the trust formed with the City Water Resources staff.
Per Request for Proposal requirements, our proposal shall remain valid for 120 days after the date of
submission. Thank you for giving us the opportunity to submit our proposal. Should you require
additional information or have any questions, please feel contact me at 949/809-5156 or via email at
tom.epperson@tetratech.com.
Si erely,
Tom E kprson, PE
Vice President
TLE/de
M:\Marketing\Proposals\FY 2021\Santa Ana_SA-2 Pressure Control Station Relocation
17885 Von Karman Avenue, Suite 500, Irvine, CA 92614-5227
Tel 949.809.5000 Fax 949.809.5010 tetratech.com
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
FIRM AND TEAM EXPERIENCE
Tetra Tech, Inc. is a Delaware Corporation and will provide single -entity responsibility for the work to be
performed under the anticipated consultant services contract. Tetra Tech brings to this project an
outstanding track record of executing multi -task projects. Staff has been dedicated to this project that
have relevant experience specifically with the City of Santa Ana (City) and were selected for their
technical backgrounds, experience, and proven ability to meet and exceed expectations and
performance goals of our clients.
Company Histo-,
Founded in 1966, Tetra Tech is a nationally recognized engineering and
resource management firm of more than 21,000 engineers, scientists,
construction specialists, and technical support personnel in 450 offices
worldwide. Listed on the NASDAQ Exchange (TTEK), Tetra Tech's
annual revenues now exceed $3 billion (2021). Thus, we are in an
excellent financial position and can provide the necessary resources to
rapidly deploy and meet aggressive project schedules.
Tetra Tech consistently ranks among the top engineering firms annually
according to the Engineering News -Record. In 2021, Tetra Tech was
ranked 4th among the top 500 design firms nationwide and was
ranked #1 in the water service industry for the 18th year in a row!
,,Iient-Focused Servi.,
Our goal is to provide the necessary expertise and resources to
deliver the project on time, within budget, and in compliance with
the design and construction standards set by the City and
approval agencies.
Leveraging our national presence, multi -disciplinary team, and client
focused service, we apply lessons learned from our vast experience to
each and every challenge. Clients benefit from this approach; they
receive consistently high -quality service, innovative designs, and
functional solutions that are responsive to their needs and often exceed
their expectations. We understand that our success is measured by our
ability to listen to and collaborate with our clients. A cornerstone of our
success is our client -focused service, staff qualifications, firm commitment, and desire to successfully
complete each assignment to the satisfaction of all clients. It is our goal to exceed our clients'
expectations through hard work and attention to detail to achieve professional excellence.
This project will be managed and directed from our Irvine office
located only 15 minutes from the City of Santa Ana's office.
Primary Office of Work and Contact Person:
17885 Von Karman Avenue, Suite 500
Irvine, CA 92614-5227
Tom Epperson, PE, Project Manager
Telephone: 949/809-5156
E-Mail: tom.epperson@tetratech.com
TETRA TECH Page 11
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
PROJECT TEAM
Tetra Tech has assembled a project team that possesses the knowledge, experience, and enthusiasm
necessary to successfully complete this project within schedule and under budget, and not only meet,
but exceed your expectations. Below is a brief summary of our Project Manager, key design staff and
subconsultants. The following pages include our organizational chart of our Project Team and summary
table of staff qualifications and experience.
Project ManagE
Tom Epperson, PE, will serve the City as Tetra Tech's Project Manager for this project. Mr. Epperson
has more than 41 years of experience in the water field and has been responsible for the design of over
200 miles of water, recycled water and sewer mains. Tom will be the focal point for communications
between the City and members of the project team to ensure that the project needs are clearly spelled
out and understood. Mr. Epperson will be responsible for achieving the City's stated goals and
ensuring compliance with project intent, completeness of the final deliverables, and satisfaction of the
City. Tom has been working with the City since 1983. While his knowledge of the City facilities and
working relationship with the City staff started in 1983, Mr. Epperson has been currently supporting the
City on the On -Call Engineering Design Services since 2006 and has been involved in over 40 past
projects through this contract. Tom has a long personal history of working with the City and is very
proud of the repeat service. He believes strongly that repeat work is earned through responsiveness,
hard work, and providing a quality product at a reasonable cost.
Kpv npsian Staff
Tetra Tech has assigned a supporting staff that have previously worked on several of the latest projects
for the City (i.e., Well 32 Rehabilitation; SA-7 Relocation; Ritchey Water Main Relocation; Water Main
Improvements; SA-2 Feasibility Study; and SA-1 Hydro -Generator Replacement). The following are the
key staff leaders: Assistant Project Manager, Neha Gajjar, PE; Pressure Reducing Station Facility,
Matt Vera, PE; Pipeline, Erin Cabanero, PE; Structural, Eric Yuen, PE, SE; MWD Coordination
and Construction Support, Cory Heggtveit, EIT; and Water Quality Management Plan, Nate
Schreiner, PE, QSD. Summaries of their education, years of experience, registration, and relevant
projects are stated in the staff qualifications and experience table.
Mazen Kassar, PE, will be the Project Manager for Electrical and Controls. Mazen is very familiar with
the City's electrical and control design requirements due to his previous design of Well 32
Rehabilitation, SA-7 Relocation and is current work on the SA-1 Hydro -Generator Replacement. In
addition, he will be supported by Enterprise Automation, a recent acquired Tetra Tech Company, that is
one of the City's Control System Design Programmers.
Jason Fussel, PE, a Envision Sustainability Professional, will serve the City as Tetra Tech's Project
Manager for the Envision Certification this project. Jason has successfully been awarded or pursuing
Gold Certification on six projects in Southern California.
Subconcliltant,
In order to provide all of the services required for this project, we have added the following
subconsultants to our team: Leighton Consulting, Inc. for Geotechnical Services; and Scott Foster
Engineering, Inc. for Transient Analysis. Tetra Tech has worked with both of these subconsultants on
various other projects for several years. It should be noted that Scott Foster, PE, of Scott Foster
Engineering has performed surge analysis on over 15 different MWD pipelines so he understands the
analysis and results that MWD desires.
TETRA TECH Page 12
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Tetra Tech has assembled a project team that possesses the knowledge, experience and enthusiasm
necessary to successfully complete your project. Our project team is devoted to completing your project
within schedule and under budget, while not only meeting, but exceeding your goals.
Matt Vera, PE
PRS Facility
Jaden Miller, EIT
Design Engineer
Erin Cabanero, PE
Pipeline
Tom Epperson, PE
Neha Gajjar, PE
Cory Heggtveit, EST
MWD Coordination &
Construction Support
.................................... I ....... I........
Mazen Kassar, PE,
Electrical/Controls Engineer
.....................................................
Eric Yuen, PE, SE
Structural Engineer
Mark Bush, PE
Nate Schreiner, PE, QSD
Water Quality
Management
............................. I.......................
Jason Fussel, PE, ENV SP
Envision Certification
.....................................................
Paula Fell
CEQA
Erica Jenkins .....................
Design Engineer
Peter Kim, PE, PTE
Traffic Control
SUBCONSULTANTS
Leighton Consulting, Inc. Scott Foster Engineering, Inc.
Geotechnical Transient Analysis
TETRA TECH Page 13
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Tom
Project Manager
B.S.
200 miles
•
Mesa Wells Pipeline
Epperson
Irvine Office
Environmental
41
RCE No. 36399
o
10 /0
20 PRS
•
Mid -Basin Injection Wells/Pipe
PM
Engineering
•
Anaheim Katella and PRS
•
All City of Santa Ana Projects
•
Anaheim PRS
Neha Gajjar
Assistant PM
B.S. Civil
29
RCE No. 55574
o
20 /0
55 miles
SA-7 and Ritchey WM Relocation
Assist.
Irvine Office
Engineering
6 PRS
SA Water Main Improvements
PM
•
SA-1 Hydro -Generator Replacement
PRS
Crown Valley ID 1 Master Meter
Matt Vera
Lead Engineer
B.S. Civil
8
RCE No. 86663
33%
10 miles
Well 32 Rehabilitation
PE
Irvine Office
Engineering
4 PRS
SA-7 Relocation
•
SA-1 Hydro -Generator Replacement
Pipeline
Crown Valley Pipeline Replacement
Erin
Lead Engineer
B.S. Civil
11
RCE No. 89704
o
33 /0
55 miles
Mesa Wells Pipeline
PE
Cabanero
Irvine Office
Engineering
5 PRS
Mid -Basin Injection Pipelines
•
Newport Beach WM Replacements
MWD Coord &
SA-7 Relocation
Cory
Construction
B.S. Civil
20
EIT No. 121854
o
5/0
15 miles
SA-5 Vault Modifications
DE
Heggtveit
Support
Engineering
8 PRS
San Lorenzo Construction Support
•
SA-1 Hydro -Generator Replacement
Electrical/
All City of Santa Ana Projects
Mazen
Controls
B.S. Electrical
29
EE No. 15809
10%
10 PRS
MNWD ID Master Meter
EE
Kassar
Manager Irvine
Engineering
Mid -Basin Injection Wells
Office
Anaheim PRS
Structural Mgr
B.S. Civil
RCE No. 75983
All City of Santa Ana Projects
Eric Yuen
San Dimas,
Engineering
14
SE No. 6177
5%
8 PRS
•
MNWD ID Master Meter
SE
Office
.
Mid -Basin Injection Wells
Nate
WQMP
B.S.
•
Well 32 Rehabilitation
Schreiner
Lead Engineer
Environmental
14
RCE No. 74974
5%
--
•
Mid -Basin Injection Wells
PE
Irvine Office
Engineering
_•
SA-7 Relocation
Legend: PM
— Project Manager;
PE — Project Engineer; DE
— Design Engineer; EE
— Electrical
Engineer; SE —
Structural Engineer
TETRA TECH Page 14
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
UNDERSTANDING SCOPE OF SERVICES
Background
The existing Metropolitan Water District (MWD) SA-2 meter vault houses a 12-inch connection from the
Metropolitan Water District's Orange County Feeder line (36-inch water main) located within Bristol
Street. The MWD SA-2 meter vault is currently located underneath the sidewalk on the south side of
West 1 st Street, roughly 60 feet east of Bristol Street. Once outside of the meter vault, the existing
12-inch pipeline, which is cast iron and constructed in 1943, carries the high-pressure water
(approximately 170 psi) to an existing Pressure Reducing Station (PRS) located near the southeast
corner of the intersection of Flower Street and 1 st Street. The water imported from MWD exists the
PRS at a lower system pressure and is deposited into Walnut Reservoir and the distribution system.
The existing connection normally operates around 8.0 cubic feet per second (cfs) and has a maximum
capacity of 15.0 cfs.
The City had a feasibility study prepared by Tetra Tech to evaluate potential sites for the relocation of
the SA-2 Facility. The City selected the following possible locations for the SA-2 Facility: a City owned
parcels of land located at 116 South Flower Street or 202 South Flower Street. The new station shall
contain both a pressure reducing valve and a hydro -turbine generator. Power generated by the hydro -
turbine generator will be conveyed to the Walnut Pump Station Facility by a new proposed electrical
conduit. Onsite battery storage will also be required with smart programming to switch from grid power
to local power on demand. The high-pressure MWD conveyance pipeline will need to be replaced from
the MWD SA-2 meter vault to the proposed location of the new SA-2 pressure control station, about
3,500 feet of new transmission main. The City is evaluating options for connecting to Walnut Reservoir
and the City's distribution system as a result the City is requesting the possibility of adding
approximately 2,900 feet of distribution water main to the project. The City would like all design work to
be completed with the intent to enter the Envision Award process.
A nr%r/1nf•%
We are offering an outstanding team, which combines the experience, depth, and understanding
needed for the successful delivery of this project. Our core principles establish how we plan to work
together with the City to successfully complete this project:
Service: Tetra Tech puts its clients first. We listen to and better understand our clients' needs and
deliver smart, cost-effective solutions that meet those needs. Our philosophy is to "Do it Right."
Value: Tetra Tech takes on our clients' problems as if they were our own. We develop and
implement real -world solutions that are cost-effective, efficient, and practical.
Excellence: Tetra Tech brings superior technical capability, disciplined project management, and
excellence in safety and quality to all of our work.
Opportunity: Our people are our number one asset. Our workforce is diverse and includes leading
experts in our fields. Our entrepreneurial nature and commitment to success provides challenges
and opportunities.
We value the relationship that has been established with the City, and look forward to continuing and
further developing this association in the future. We are committed to providing the City with the same
high -quality service you expect and deserve. Our strength lies in our proven track record that has led to
successful completion of multiple projects for the City, as well as other project participants or nearby
agencies.
TETRA TECH Page 15
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
KEY DESIGN ISSUES
Successful implementation of the project will involve resolution of several key design issues. We
believe Tetra Tech has an excellent grasp of these issues based on our overall design experience as
well as the knowledge we have gained from our previous projects with the City and other nearby
agencies.
%.,,Ly Design Experiem t.
Members of our Project Team have completed more than 40 water/wastewater projects for the City
since 1999. Our Project Team knows the City's design requirements, standards, preferred materials,
and operational preferences which will allow us to complete the design in the most cost-effective
manner. A list of the relevant pipeline and pressure reducing stations that Tetra Tech has completed
for the City in the last five (5) years are included in the Relevant Experience Section of our proposal.
In addition, Tetra Tech has a unique understanding of this project since we prepared the SA-2
Feasibility Study for the City.
riHenne uesiyii
Tetra Tech's previous experience will assist the City to successfully address the key pipeline issues
including: agency requirements; utilities; traffic control; alignment selection; minimize impacts to the
surrounding commercial and residential properties; and construction phasing. The proposed pipeline is
located within an arterial street, West 1 st Street. The following are examples of Tetra Tech's previous
pipeline design within busy arterial streets:
Bristol Street (City's Well 32 Rehabilitation Pipeline; SA-5 Vault Upgrades; and San Lorenzo Force
Main and Gravity Sewers);
French Street and Spurgeon Street (City's Water Main Improvements);
Edinger Avenue (OCWD's Mid -Basin Injection Wells);
MacArthur Blvd (Mesa Water's Well Pipeline);
Crown Valley Parkway (MNWD's Crown Valley Pipeline Replacements);
Katella Avenue, Disneyland/Conference Center (Anaheim's Katella WM Project); and
Newport and Balboa Blvds. (Newport Beach's Water Main Replacement).
Traffic control and the impacts to the surrounding commercial/school/residents access will be a major
concern of the City. The traffic control requirements shall be determined with the objective of providing
the contractor with adequate room for safety as well as efficient operation while providing the least
possible disruption to the traveling public. We believe traffic control is a key design element and will be
completed hand -in -hand with the design of the pipeline.
PRR anrd Hurdrn.rPnprafnr npcinn
Tetra Tech's previous experience with the City's PRS facilities (SA-7 Relocation, SA-5 Vault Upgrade)
as well as the SA-1 Hydro -generator replacement will allow us to quickly resolve any design issues and
deliver a complete design in the most cost-effective and timely manner. Tetra Tech understands the
City's operational, reliability and safety needs for the PRS and Hydro -generator Facilities due to our
previous work for the City on similar facilities.
TETRA TECH Page 16
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Vault Design Option
The City is considering placing the relocated SA-2 PRS Facility within a building or within a below
ground service vault. Tetra Tech has dealt with this issue on following relevant projects:
For MNWD's ID 1 Master Meter Relocation, Tetra Tech evaluated several potential locations and at
each location looked at within a building, within a wall enclosure and within a below grade vault;
For OCWD's Mid -Basin Injection Wells, Tetra Tech designed the four well injection facilities within
large below grade vault structures.
For IRWD's Well 78 Replacement, Tetra Tech designed the new well within a below grade vault
structure with multi -story apartment structures only 50 feet away from the vault (Warner Avenue
and Culver Drive);
For IRWD's Well ET-2 Replacement, Tetra Tech designed the new well within a below grade vault
structure adjacent to a large commercial center (Irvine Center Drive and Culver Drive); and
For the City's San Lorenzo Lift Station, Tetra Tech designed the new wet well and lift station facility
(and corresponding shoring specifications) adjacent to an existing hotel complex and residential
development.
Tetra Tech can provide the City with the 3D renderings of the Mid -Basin Injection Well Facilities if the
City so desires. Tetra Tech has an excellent understanding of the shoring requirements, noise
concerns, and construction restrictions when constructing adjacent to a residential house and across
the street from an existing school.
Electrical/Control,
Tetra Tech has an excellent understanding of the City's electrical and control designs as a result of our
previous projects: Well 32 Rehabilitation; SA-7 Relocation; SA-5 Vault Upgrade; and SA-1 Hydro -
Generator Replacement. In addition, Enterprise Automation, one of the City's Control System
Design Programmers, is now a Tetra Tech company. They will be available to provide valuable
assistance and input throughout the design process.
Permitting
SA-2 is a City facility and will need to have the design work coordinated with all involved agencies,
including the City's Building and Public Works. Tetra Tech has an excellent understanding of the City's
permitting requirements due to the following projects:
SA-7 Relocation and Well 32 Rehabilitation Projects (City's Building and Parks);
Mesa's Well Pipelines and Well 32 Rehab Pipeline (City's Public Works); and
OCWD's Mid -Basin Project (City's Building, Parks, Fire and Public Works).
Coordination with MWD and SCE is vital for the success of this project. Tetra Tech has been
coordinating with MWD for the SA-5 Vault Relocation Project. In addition, Tetra Tech has added Scott
Foster Engineering, Inc. to our team to assist with satisfying MWD's potential request for a transient
analysis of the new pressure control system. Scott Foster has performed surge analysis on over
15 different MWD pipelines so understands what MWD is looking for.
Tetra Tech has been in coordination with SCE for the SA-1 Hydro -generator. This previous dealings
with SCE will allow Tetra Tech to accelerate the design and obtaining approval for the SA-2 hydro -
generator. Tetra Tech has an excellent working relationship with SCE as can be seen by the latest
coordination effort with SCE at the John Garthe Pump Station Facility.
TETRA TECH Page 17
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Construction Phasing
Construction phasing will be a key element of the project design and specifications. We will work with
the City to minimize the impacts of the construction to the adjoining commercial and residential
properties, including the school. We are sensitive to their concerns regarding construction impacts and
concerns of the local residences, school and businesses along the proposed alignment. We will
consider the following: identify the schools, churches and emergency facilities; develop plans to
minimize impacts; maintain access to all commercial, businesses, and residences; evaluate
construction noise impacts; and limit the length of the Work Zone. Our previous experience has shown
the importance of limiting the length of the total work zone the contractor will be allowed. By requiring
the contractor to phase his construction, pressure test, pace final pavement and perform clean-up
within reasonable working limits prior to starting new excavation work, the construction impacts to the
community/public are minimized.
CE0 n
Tetra Tech understands the City's process for CEQA approval as we have previously completed the
CEQA documentation for Well 32 and Washington Well Rehabilitation Projects. Our CEQA Manager,
Paula Fell, has an excellent working relationship with the City's staff due to these projects.
The City desires to attain the highest Envision Rating possible for this project. All design work shall be
completed with the intent to enter the Envision Award process. Tetra Tech's Project Team has
extensive experience in the Envision Certification process. Within the Relevant Experience Section of
our proposal, we have listed six (6) projects where Tetra Tech has obtained or pursued a Envision
Award of Gold Rating. Due to this experience, Tetra Tech will be able to recommend the most
appropriate verification pathway, design and be able to manage the Envision Verification Process on
behalf of the City.
Rey uesign ueCisivi
Based on our understanding of this project due to preparing the feasibility study, Tetra Tech envisions
the following key design decisions that will need to be made by the City:
Confirm PRS and hydro -generator mechanical plan layout.
Location of PRS facility: either 116 or 202 South Flower Street. Tetra Tech recommends that the
site not selected be allowed by the City to be used by the contractor as his staging area during
construction.
PRS facility to be constructed: within a wall enclosure; within a building; or within a below grade
vault structure.
Tetra Tech will prepare preliminary layouts at each site for these three options. Based on noise
impacts, Tetra Tech has assumed a below grade vault structure will be selected by the City.
Pipeline alignment selection within West 1st Street, including traffic control.
Pipe material selection and recommended thrust restraint.
Architectural features of the site, including 3D renderings of the site.
Alternative strategies to store energy from the hydro -generator as well as any solar paneling or
other alternative energy generation devices. Evaluate locations for possible battery storage
unites (size and footprint).
Electrical and control system operating procedures for the PRS and the hydro -generator facility.
I Recommendations for communication between SA-2 and Walnut Pump Station.
TETRA TECH Page 18
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
PROJECT MANAGEMENT
Over the years, Tetra Tech has established well defined, rigorous procedures for project management.
These techniques have been developed and refined and have contributed to our success and
reputation. The keys to our project management system are communications, project planning,
monitoring, and quality assurance.
The Tetra Tech team's goal is to keep the City staff "in the loop" from Day One of the project.
Communication tools include the formal progress reports afforded through our project management
system and an informal give-and-take approach starting with Tom Epperson, PE, our Project
Manager, and extending to every member of the Tetra Tech team. At the project's outset, the chain of
command and appropriate communication methods will be agreed upon and can be as formal or as
informal as the City desires. We will use the entire communication spectrum. We will conduct formal
meetings with agenda and typewritten notes, and we will use informal meetings with notes to file. We
also will have documentation of telephone communications, with notes to file or letters of understanding
as appropriate follow-up. Another important communication link will be our e-mail system.
We are proposing to use e-mail to keep the City aware of the status of the project. Every two weeks,
Tetra Tech will prepare a brief (one or two paragraphs or bullet items) e-mail summarizing the following:
activities completed in the previous week; the activities planned for the upcoming week; any critical
decisions that need to be made; and schedule of upcoming events/meetings. In addition, each month
we will prepare a project status memorandum containing the following: summary of project schedule;
description of key issues/concerns which have surfaced along with proposed options and solutions; and
a project status summary report showing current schedule and budget.
Communications
The key to any successful project is good communications. As our project partner, we propose to involve
City staff in open, honest communications from the very start of the project. Our communications will
include the following:
Bi-weekly E-mail Report outlining progress and actions for following week
Monthly Report outlining progress, budget, and potential changes
Monthly Schedule updates
Regular Meetings with City staff
Project Documentation available upon request
All information can be provided electronically via e-mail or through a website portal. At each meeting
our team will have our project manager and key design staff present to facilitate the discussion.
Quality Control
Our team clearly understands the importance of this project and the importance of ensuring the City
receives a quality product. We have assigned a QA/QC Manager, Mark Bush, PE, who has more than
26 years of experience. Mark's team also includes experienced experts in all areas of design and
construction. Mark will ensure that all the project goals are met!
A detailed Quality Control/Quality Assurance Plan will be prepared. This plan establishes lines of
communications and procedures for ensuring quality during all phases of the project's design and
construction. In keeping with our open communications policy, all of our Quality Control documents will
be made available throughout the project. We believe that it is in our best interest to have our clients
fully informed and up to date on our quality control process. Information including design reviews,
responses to comments and redline plans can be provided in either hard copy or electronically. We will
encourage the City staff to let us know whenever they need more information or whenever they are
unsure about the quality control of the project. Our goal is to work with City as partners on the
project from Notice -to -Proceed through completion.
TETRA TECH Page 19
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
SCOPE OF WORK
Members of our Project Team have performed an in-depth review of the scope of work contained in the
Request for Proposal (RFP), performed a site visit and are very familiar with the existing conditions that
may impact the work since we prepared the SA-2 Feasibility Study. Because of the proposal page
limitation, we acknowledge the scope of work contained in the RFP and have only added the below
tasks that we have comments on or wanted to expand on.
Task 1: Project Administration and Multi -Agency Coordination
Tetra Tech's initial schedule will include the critical path designation and a description of and schedule
for progress meetings dealing with Key Design Decisions stated in our Approach Section (Key Design
Decisions). Tetra Tech will continually reference the critical path schedule on our bi-weekly status
e-mails and monthly schedule updates.
For the purpose of this proposal, Tetra Tech has assumed the following ten (10) meetings: kick-off;
one (1) meeting with MWD; two (2) meetings with SCE; four (4) design process review meetings (Basis
of Design, 60%, 90% and Final PS&E); and two (2) meetings regarding permits with Public Works,
Building, Fire, and Traffic.
ask 2: As Built and Utility Research
Tetra Tech has already performed the preliminary utility research within the project area as part of our
SA-2 Feasibility Study. Tetra Tech will update the utility research due to time that has passed since the
previous utility research work.
The topographic design survey and the boundary survey for the City selected site will be performed by
Tetra Tech's in-house survey crews. The boundary survey will include setting survey monuments to
mark the property corners and the recordation of a Record of Survey with the County of Orange.
The level of effort for potholing and corresponding traffic control plans will be consistent with what was
performed during the Well 32 Rehabilitation Project for the City and Mesa's Well Pipelines project
(which involved potholing within the City of Santa Ana streets).
Tack I- rP_nfP_rkni I 0--m—rlatlnne
Leighton Consulting, Inc., Tetra Tech's subconsultant, will perform the geotechnical investigation for
this project. Leighton is proposing to perform one boring at the PRS site (depth of 25 feet below grade)
and five (5) borings along the proposed pipeline alignment (depth of 10 feet below grade). The
geotechnical investigation report will include a summary of: site conditions; geologic hazards;
seismicity; corrosivity; foundation design for both a vault house and retaining walls; lateral earth
pressures; pipe installation requirements; and construction considerations. Traffic control per WATCH
Manual will prepared for all geotechnical field work.
i ask 4: Civil Operational Project Design Standard and Criteria
Tetra Tech will work with the City staff to determine the applicable design standards and criteria in
addition to those defined by the feasibility study. For the purposes of this proposal, we have assumed
a maximum of eight (8) three (3) hour workshop sessions shall be conducted. The following is a brief
summary of the various key design elements, as a minimum, to be discussed in these workshops:
Pipe alignment including pipe material, thrust restraint, and traffic control concepts;
PRS and hydro -generator mechanical plan layout;
PRS location and construction alternatives: wall enclosure; within a building; within vault.
TETRA TECH Page 110
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
SA-2 and generator operational parameters, control conditions including battery storage;
Additional piping to connect to Walnut Reservoir and/or distribution system;
Preliminary electrical and control system design and operating procedures;
Power connection and communication alternatives with Walnut Pump Station; and
Site improvements including WQMP and any specific CEQA requirements.
Task a: Basis of Dezwyi,
Tetra Tech will prepare the Basis of Design report which will summarize all of the alternatives and
outline the agreed upon alternative including reasons why the alternative was chosen. The Basis of
Design will include 30% drawings of the chosen alternative including proposed site improvements.
The nine (9) key design decisions that we identified within our Approach Section (Key Design
Decisions) of our proposal will be addressed in addition to the ones noted in the City's RFP.
We have assumed that a similar mechanical layout to the SA-7 relocation project and the SA-1 hydro -
generator replacement layout will be the starting point for the mechanical layout for the SA-2 facility.
Tetra Tech will evaluate the three alternatives for the facility (wall enclosure, building and vault) at the
two potential sites (a minimum of six site exhibits). As part of the evaluation, Tetra Tech will
recommend any building or perimeter wall architectural features that will help blend in with the local
neighborhood surroundings. Noise will be a major factor in the ultimate selection of the alternative.
We have assumed for this proposal, that the approved alternative for the facility will be a below ground
service vault. Tetra Tech will provide 3D renderings of the service vault to assist the City in its
evaluation of the station's operation, maintainability and reparability. Tetra Tech can provide a 3D
rendering of OCWD's Injection Well vault structure as the starting point for the vault alternative
evaluation.
Tetra Tech will evaluate the best method of conveying and connecting the power generated by the
hydro -generator to the Walnut Pump Station Facility. In addition, Tetra Tech will recommend the
electrical improvements at the Walnut Pump Station Facility and at SA-2 Facility to best use the
generated power. Tetra Tech will provide alternative strategies to achieve this goal as well as the
feasibility of using the power generated in this manner. This will include possible battery storage units,
including size and footprint of said units.
With input and assistance from Enterprise Automation, a new Tetra Tech Company, Tetra Tech will
work with the City to prepare preliminary electrical and control system design plans and make
recommendations for communications between SA-2 and Walnut Pump Station including radio
network/ technology options as well as fiber connections.
Tetra Tech will perform any hydraulic modeling as required to confirm the benefit of various connection
locations to the City's distribution system. Tetra Tech is extremely knowledgeable of the City's water
model due to its previous work with ID Modeling (Sedaru) on updating the City's Water Model.
Tetra Tech is well aware of the issues working with MWD with regards to modifying any of MWD meter
connections (previous experience with the SA-5 Vault Upgrade Project).
Tetra Tech's subconsultant, Scott Foster Engineering, Inc., will assist with satisfying MWD's potential
request for a transient analysis of the new pressure control station. Scott Foster's scope of work will
include: information review; model development under two flow conditions; surge analysis of valve
closures, sudden loss of load (runaway) of the hydro -turbine or flow control valve; recommend surge
protection measures; and prepare a technical memorandum.
TETRA TECH Page 111
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Tetra Tech will prepare the preliminary transmission main alignment along with the proposed pipe
bypass alignment showing the bypass to Walnut Reservoir as well as potential connections to the City's
distribution system.
Tetra Tech will define the best management practices (BMP) that will mitigate the project's impact on
stormwater quality according to the North Orange County permit for NPDES, which is under the
jurisdiction of the Santa Ana Regional Water Quality Control Board. Tetra Tech will perform a site
assessment, evaluate the existing and proposed hydrologic conditions, and provide recommendations
for low impact development best management practices for treatment and capture of discharges on the
site.
Tetra Tech will also provide the following Envision related services during the Basis of Design phase:
Attend up to three (3) project meetings with City via conference call to discuss Envision;
Include Envision narrative in the Basis of Design report;
Provide input on ISI rating design parameters; and
Prepare ISI Envision Version 3 Pre -Assessment Checklist and probable project score.
Tetra Tech will prepare a CEQA Initial Study/Mitigated Negative Declaration (IS/MND) for the proposed
project. In addition, Tetra Tech has included the budget for an Environmental Impact Report (EIR) as
an optional item. The following is a brief description of the scope of work for the IS/MND:
Prepare a draft Project description for use in the IS/MND;
Prepare an Initial Study (IS) analyzing the environmental impacts associated with Project. The
technical studies to be prepared include: air quality; greenhouse gas (GHS) emissions; and noise
and vibration. A cultural resources letter report will also be prepared. Technical analysis for other
CEQA IS resource issues will be based on previously prepared documents, and information
provided by the City.
If the IS identifies no potentially significant impacts, then a Negative Declaration will be prepared. If
the IS identifies potentially significant impacts that can be reduced to less than significant levels
with implementation of mitigation measures (in addition to the Best Management practices), then a
MND will be prepared.
The Draft IS will be prepared according to CEQA requirements and the State CEQA Guidelines
(Section 15063). The most recent CEQA Environmental Checklist Form (Appendix G) will be used.
Based upon review comments provided by the City, Tetra Tech will revise the Draft IS and technical
reports and prepare the public review draft IS/MND. Tetra Tech will prepare and distribute copies
of the public review draft IS/MND to the State Clearinghouse and to the mailing list provided by the
City.
A Notice of Intent to adopt the IS/MND will be prepared by Tetra Tech per Section 15072 of the
CEQA Guidelines, for the City's use in filing with the County Clerk.
Following the end of the 30-day public review period, Tetra Tech will prepare written responses to
any comments received on the public review draft IS/MND. For this proposal, we have assumed
the preparation of responses to a maximum of five individual comments.
Tetra Tech will provide a draft Mitigation Monitoring and Report Plan (MMRP) to be incorporated
into the final documentation of the IS/MND.
TETRA TECH Page 112
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
An administrative final IS/MND with the responses to comments, the MMRP, and any revisions to
the final IS/MND will be prepared and submitted to the City.
Tetra Tech will prepare the Notice of Determination (NOD) for the City to file with the County Clerk
and will file the NOD with the State Clearinghouse.
TasK u inrougn I asK 0: rJact l.onstruction uocumeni:
Tetra Tech will prepare 60%, 90% and Final Construction Document (PS&E) submittals as specified
within the RFP. The plans will be prepared in accordance with the City's Design Guidelines for Water
Facilities. Tetra Tech will compile in a matrix format all comments received and responses made for
each document submittal. This spreadsheet will be submitted to all reviewers prior to and as part of
each submittal.
Tetra Tech will prepare a waiver request letter to the Division of Drinking Water (DDW) for all water
main alignments or crossings which do not meet DDW's latest separation requirements.
We anticipate the construction drawings will include the following:
1
Title Sheet with Vicinity and Project Location Maps and General Notes
2
Notes for Project, Standard Water Notes, MWD Requirements and Sheet Index
3
Public Works/Building/Fire Notes, and Traffic Concepts
4
Abbreviations, Standard Symbols, Utility/Agency Index; Bench Mark, etc.
5
Construction Notes
Horizontal Control Plan
Existing SA-2 Demolition Plan and Details
6
7
8
Existing SA-2 Demolition Sections and Details
9
Construction Phasing and Staging Requirements for Adjacent City Property
10
SA-2 Shoring, Noise Control and Monitoring Plan
11
SA-2 Site and Grading Plan
12
SA-2 Site Details
13 SA-2 Yard Piping Plan
14 Perimeter Wall Plan, Profile and Details
15 Yard Piping Profiles and Connections
16 Site Details including Driveway, Gate and Site Improvements
17
WQMP Plan, Sections and Details
18 - 21
High -Pressure Pipeline Plan and Profile (4 sheets)
22 - 24
Optional Additional Distribution Pipeline Plan and Profile (3 sheets)
25
Walnut Bypass Plan, Profile and Details
26
MWD Meter Vault and Walnut Bypass Connection Details
27
Trench and Miscellaneous Details
Piping and Appurtenances Details
Connection Details to Distribution System and Abandonment Plan
28
29
30
Pavement Replacement Plan and Street Restoration
31
Walnut Pump Station Modifications and Restoration
TETRA TECH Page 113
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
32
SA-2 and Hydro -generator Mechanical Plan
33
SA-2 and Hydro -generator Sections
34
Mechanical Appurtenances and Hydro -generator Details
35
Miscellaneous Piping and Support Details
Vault Ventilation Plan and Equipment Summary
Battery Storage Units Plan, Section and Details
General Structural Notes and Special Inspections/Structural Observations
36
37
38
39
Vault Foundation and Roof Deck Plans
40 - 41
Vault Traverse and Longitudinal Sections (2 sheets)
42
Vault Details
43
Typical Structural Details
44
Electrical Symbols and Abbreviations
45
SA-2 Electrical Plan
SA-2 Instrumentation and Control Plan
SA-2 Lighting and Grounding Plan
46
47
48
Single Line Diagram and Electrical Schedules
49
SA-2 Gate Operator Plan
50
Electrical Details
51
Electrical Conduit to Walnut Pump Station Facility
52
Walnut Pump Station Electrical Plan
53
Hydro -Generator Control Logic and Details
54 Battery Storage Plan and Details
55 Battery Control Panel
56 Instrumentation and Control Symbols and Abbreviations
57 I&C P&ID
58 I&C Network Diagram and I/Os
59 SA-2 Control Panel Elevations and Details
60 Hydro -Generator Synchronization Control Panel and Details
Tetra Tech will provide the following Envision related services during the PS&E phase of the work:
Complete ISI Envision rating of the project.
Register the project with ISI and complete rating and submit for verification. City of Santa Ana will
need to pay the registration and verification fees, which are expected to be around $15,000 to
$20,000.
Compile documentation of the project and prepare credit narratives and cover sheets.
We have assumed that calculations will not be necessary and all required data will be included in
the Basis of Design report or final design calculations and CEQA documents.
Prepare specification that will direct the construction contractor of their requirements during
construction necessary to achieve Envision goal.
TETRA TECH Page 114
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Task 9: Bidding and Construction Phase Services
Throughout the bidding and construction phase, Tetra Tech will provide assistance to the City's Project
Manager and Construction Manager as requested in the RFP.
We have assumed that two (2) Addendum will be prepared.
We have assumed that the City's Construction Manager will be the primarily responsible to evaluate
and respond to the Contractor's requests for change orders. We have assumed that Tetra Tech will
support the Construction Manager as requested. For this proposal, we have assumed a maximum of
four (4) hours of Project Manager and eight (8) hours of Construction Support Lead for each change
order request that will need our attention.
Tetra Tech, with support from Enterprise Automation, will perform Factory and Site Acceptance Testing
of all control equipment. Tetra Tech will provide as -needed support to the City's contractor who will be
responsible for installing instrumentation, fabricating and installing control panels, installing equipment
and implementing network infrastructure modifications. For this proposal, we have assumed a
maximum of two days of the panel FAT to support the contractor and assist with executing the FAT
procedures. Tetra Tech will also participate in and oversee up to 2 days of the City's programmer's
FAT and SAT testing to ensure they are in compliance with the FAT and SAT protocols developed for
the project.
Tetra Tech will review a maximum of sixty (60) shop drawing submittals. For this proposal, we have
assumed that twenty (20) of the submittals will require a second review.
Tetra Tech will provide the following Envision related services during the construction phase:
Compile documentation from City's construction management staff and construction contractor to
validate credits requiring commitments during construction phase and to support post -construction
review by ISI.
ask 10: As -Built Preparation
Tetra Tech will prepare the construction drawings using the latest version of AutoCAD. As part of the
As -Built Preparation Task, Tetra Tech will convert all construction drawings to MicroStation v8i format
or compatible and submit the as-builts drawings in MicroStation format.
Task 11: Commissioning Bid Itet
Enterprise Automation will assist Tetra Tech's project team in supporting the City in the commissioning
of the SA-2 facility into operation.
Task 12: Onerations and Maintenance Manual
Enterprise Automation will assist Tetra Tech's project team in preparing an operational site manual that
fully defines how the site functions. In addition, all operator duties will be defined and procedures for
field checking common errors will be established. The intent of this site manual is to define standard
operating procedures for field operations of this facility. Tetra Tech will request an example of an
operational site manual for one of the City's other facilities.
TETRA TECH Page 115
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
RELEVANT PROJECT EXPERIENCE
During the last 15 years, our Project Team has designed more than 200 miles of water, recycled water,
and sewer mains within fully developed areas having extensive traffic control and utility conflicts.
During that same time frame, our Project Team has designed more than 15 flow control or pressure
reducing facilities. The following table summarizes some of the relevant project experience that our
Project Team has completed during the last five (5) years:
Design Project Team
Complete Rnsible Staff
•m Epperson
Matt Vera
MOULTON NIGUEL
Crown Valley Pipeline Replacements:
Erin Cabanero
WATER DISTRICT
9,600 feet of 12-inch water main within
Erica Jenkins
Laguna Niguel
Crown Valley Parkway including
2022
Jaden Miller
ID No. 1 Master Meter Relocation
Mazen Kassar
Matt Collings, PE
(10 cfs capacity)
Doug Seaman
949/425-3552
Eric Yuen
Peter Kim
Paula Fell
MESA WATER
Chandler Croddy Wells Pipeline:
Tom Epperson
Erin Cabanero
DISTRICT
and
Santa Ana/Costa Mesa
Two Wells (Well Nos. 12 and 14) located
Erica Jenkins
within Santa Ana including 4,500 feet of
2021
Mazen Kassar
Andrew Wiesner, PE
16"/30" water mains within Chandler Ave.;
Eric Yuen
Croddy Way; MacArthur Blvd.
Peter Kim
949/207-5458
Paula Fell
ORANGE COUNTY
Tom Epperson
WATER DISTRICT
Mid -Basin Injection Wells:
Erin Cabanero
Fountain Valley
Four Injection Wells within Vault Structures
2017
Mazen Kassar
10,500 feet of 36" to 12" pipelines within
Eric Yuen
Chris Olsen, PE
Edinger Ave. and Centennial Park
Nate Schreiner
714/378-3232
Peter Kim
PRS-SCADA Upgrades
2022
Tom Epperson
CITY OF ANAHEIM
Rehab and Upgrade PRS Nos. 1 — 6
2017
Erica Jenkins
Anaheim
Katella Water Main Replacement:
2017
Jaden Miller
7,000 feet of 12" to 16" water mains within
Mazen Kassar
Jake Hester, PE
Katella Ave. from Haster Street to
Doug Seaman
714/765-4421
Disneyland Drive
Eric Yuen
Peter Kim
EL TORO WATER
DISTRICT
Recycled Water Expansion — Phase 11:
Tom Epperson
Laguna Woods
20,600 feet of 4" to 10" recycled water
2018 Erin Cabanero
Erica Jenkins
Dennis Cafferty, PE
mains
Jaden Miller
949/837-7050, ext. 223
CITY OF ORT BEACH
Newport Blvd Water Main Replacement:NEWP
Tom Epperson
Newport Beach
Newport Pier Area WM Replacement
Neha Gajjar
5,200 of 24" to 8" water mains within
2017 Erin Cabanero
Mike Sinacori, PE
Newport and Balboa Boulevards and
Peter Kim
949/644-3342
5,800 feet of 6" mains in residential streets
TETRA TECH Page 116
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
City of Santa Ana Experience
Members of our project team have completed more than 40 water/wastewater projects for the City
since 1999. Our project team knows the City's design requirements and standards, preferred materials,
and operational preferences which will allow us to complete the design in the most cost-effective
manner. In addition, Enterprise Automation, one of the City's Control System Design Programmers, is
now a Tetra Tech company. We believe that our best reference is our past performance on projects
that we have completed for the City. We are confident that these past projects with the City will attest
to our technical excellence, responsive staff, and our complete understanding of the City's facilities.
The following is a brief list of relevant City projects we have been completed in the last 5 years.
Pipeline Projects:
Well 32 Rehabilitation: 3,600 feet of 12-inch well discharge piping within Westwood Avenue;
Memory Lane; and Bristol Street;
Ritchey Street Water Main Relocation: 1,800 feet of 8-inch and 16-inch water main within Ritchey
Street;
Water Main Improvements: 900 feet of 20-inch and 12-inch water mains within French Street; and
Spurgeon Street;
San Lorenzo Sewers: 1,400 feet of 10-inch force main and 15-inch gravity main within Segerstrom
Avenue and Bristol Street; and
Centennial Park Neighborhood Water Main Improvements: 20,000 feet of 8-inch mains.
Pressure Reducing Stations:
SA-1 Hydro -Generator Replacement;
SA-2 Relocation Feasibility Study;
SA-7 Pressure Reducing Station Relocation;
SA-5 Vault Modifications; and
SA-4 Vault Relocation.
Gnvicinn Pvnorionce
Our Project Team has completed the following projects that included Envision Certification:
Albion Riverside Park for City of Los Angeles: Regional stormwater BMP and park project along the
Los Angeles River; Envision Award Received: Gold.
Santa Monica Clean Beaches Initiative for City of Santa Monica: Regional stormwater BMP project
near Santa Monica Pier; Envision Award Received: Gold.
Taylor Yard Bikeway/Pedestrian Bridge for City of Los Angeles: Pedestrian Bridge over the Los
Angeles River: Envision Award Received: Gold.
Vista Canyon Regional Transit Center for City of Santa Clarita: Regional bus transit station:
Envision Award Received: Verified.
Aliso Creek — Limekiln Creek Restoration for City of Los Angeles: Regional stormwater BMP and
creek restoration project: Envision Award Pursued: Gold.
San Fernando Valley Stormwater Capture Projects for City of Los Angeles: Multiple regional
stormwater BMP projects: Envision Award Pursued: Gold.
TETRA TECH Page 117
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
SCHEDULE
Tetra Tech has the necessary resources to rapidly deploy and meet aggressive schedules. Our Project
Team has recent pipeline and PRS experience with the City so we have a good understanding of the
issues which may arise that could affect the project schedule. We have reviewed our Project Team's
current workload and will be able to accommodate the schedule milestones on the schedule provided
on the next page.
REFERENCES
We believe the City, itself, is one of our best references based on the work we have previously
completed for the City. Client satisfaction is a major objective for Tetra Tech. This commitment to our
clients has earned us the privilege of providing continuous service to several of the below listed
references. We believe that our clients will attest to our technical experience and responsive staff. We
encourage you to contact our references to verify our past performance firsthand. We have provided
contact names and phone numbers for these references below.
Moulton Niguel Water
District
Matt Collings, PE
949/425-3552
On -Call Services;
6 PRS and 6 Meter Projects
10 Pipeline Projects
City of Anaheim
Jake Hester, PE
714/765-4421
8 PRS Projects;
1 Reservoir; 6 Pipeline
Projects
FEE PROPOSAL
Orange County Water District
Chris Olsen, PE
714/378-3232
On -Call PFAS Services;
2 Pump Stations; Well Injection;
6 Pipeline Projects
El Toro Water District
Dennis Cafferty, PE
949/837-7050, ext. 223
RW Pipeline Expansions;
Oso Lift Station; 6 Studies
Mesa Water District
Andrew Wiesner, PE
949/207-5458
On -Call Services; 2 Wells;
Valve Replacement; 2 Pipeline
Projects
City of Newport Beach
Mike Sinacori, PE
949/644-3342
8 Pipeline Projects; Reservoir cover;
2 RW Pump Stations;
4 Retrofit Projects
As requested in the RFP, Tetra Tech has included our fee proposal, hourly rate schedule and estimated
hours in a separate submission to the City.
STANDARD AGREEMENT
Tetra Tech has reviewed the City's Standard Agreement provided in the RFP. Tetra Tech will sign the
agreement, with no changes, as we have in all of our previous contracts with the City. However, the City
may want to consider the following revisions since the duty to defend (in Section 8, Indemnification) is
not typically applicable to performance of professional services:
"Consultant agrees to defene, an shall indemnify and hold harmless the City, its officers, agents,, employees, contractors,
special counsel, and representatives from liability. (1) for personal injury, ... including death, and claims for property damage,
to the extent caused by wh;nh n�o fr..„, the negligent operations of the Consultant, ... to the services described in
Section 1 of the Agreement; ,
This indemnity and hold harmless
agreement applies to all claims for damages, ... by reason of the events referred to in this Section or by Feasen of the formof, or effe4s, ag&g frong th�s Agreement. The Consultant k4her agrees to idenW, hold harmless, and pay all Gosts fe
defense of the , ... City may make all reasonable
decisions with respect ..."
TETRA TECH Page 118
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No, 21-127
City of Santa Ana
SA-2 Pressure Control Station Relocation and Transmission Main Improvements
ID
Task Name.
(Duration
(Start
Finish
IMir[h I IApnl I (May Rune (July Au ust �septemher Od96er 19 emhr oew her January �Fehruary
2273ffi3J13fl2L132]1413 �/1lA4/l]6245l1 585] S 2 29 6 z 1962fi]3] -] 7 33 � �81-0' 1 289-0911918925102109 ] 1 i 1Z1242 1 2 1 1 � l 11221'925 12 ]
1
1Qck-off Meeting
As -Built and Utility Research
Survey
Potholing
i3eotechrical Investigoticn
Transient Analysis
Design Workshop- Key Design Decisions
Design Workshop No. 1— Key Design
Decisions
Design Workshop No. 2— Key Design
Decisions
Design Workshop No. 3— Key Ceigr
Decisions
Design Workshop No.4— Key Ceign
Cecisions
Design Workshop No. 5—Key Design
Decisions
Design Workshop No. 6— Key Design
Decisions
Design Workshop No. 7— Key Deign
Cecisions
Cesign Workshop No. 8— Key Design
Decisions
Basisof Deign and 30% Dn5ign
Gty Review
Bas'sof Deign Final Submittal
Draft CFQA IS/MNC
City Review
Public Review
Final CEQA IS/MND
60%Design Submittal
City Review
905".Design Submittal
Gty Review
Gty Cepartment`S Permit Review
Final Construction Document
7 days
39 days
15 days
20 days
40 days
39 days
45 days
:0 days
•0 days
0days
0 days
0 days
0 days
•0 days
0 days
53 days
11 days
9 days
43days
11 days
34days
15 days
38 days
11 days
44 days
26 days
36 days
29 days
Tue 3/1/22 -Wed 3/9/22
Tue 3/1/22 Fri 4/22/22
Mon 4/4/22 Fri 4122/22
Mon 5/2/22 Fri 5/27/22
Mon 5/2/22 Fri 6/24122
Mon 6/6/22 Thu 7/28/22
Wed 3/23/22 Wed 5/25/22
Wed 3123/22 Wed 3123/22
Wed 4/6/22 Wed 4/6/22
Wed4/20/22 'Wed 4/20/22
Wed 4/27/22 Wed 4/27/22
Wed 5/4/22 Wed 5/4122
Wed 5111122 'Wed 5/11/22
Wed 5/18/22 Wed 5/18/22
Wed 5/25/22 -Wed 5/25/22
Mon 5J2/22 -Wed 7/13/2�
Thu 7/14122 Thu 7128/22
Fri 7129122 Wed 8/30/22
Mon6/6/22 WedS/3J22
Thu S/4/22 Thu 8/18/22
Fri8119/22 'Wed 10/5/22
Thu 1016122 Wed 10/26/22
Mon 8/1/22 Wed 9/21/22
Thu 9/22122 Thu 20/6122
Fri 10/7/22 Wed 12/7/22
Thu 1218/22 Thu 1112123
Thu 12/8/22 Thu 112612S
Fri 1113123 Wed 2/22/23
! 3/23
i 4/6
#4/2
1127
# 514
5111
♦ 5/19
4 512
2
3
4
5
6
7
H
5
1p
11
•72
13
1A
15
tfi
17
15
18
r
21
22
29
24
25
26
27
29
TETRA TECH Page 119
Certifications
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
NON -COLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and Public Contract Code Section 7106)
In conformance with Title 23 United States Code Section 112 and Public Contract Code
7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any
undisclosed person, partnership, company, association, organization, or corporation; that
the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly
induced or solicited any other BIDDER to put in a false or sham bid, and has not directly
or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to
put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in
any manner, directly or indirectly, sought by agreement, communication, or conference
with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any
overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to
secure any advantage against the public body awarding the contract of anyone interested
in the proposed contract; that all statements contained in the bid are true; and, further,
that the BIDDER has not, directly or indirectly, submitted his or her bid price or any
breakdown thereof, or the contents thereof, or divulged information or data relative
thereto, or paid, and will not pay, any fee to any corporation, partnership, company
association, organization, bid depository, or to any member or agent thereof to effectuate
a collusive or sham bid.
Note: The above Non -collusion Affidavit is part of the Proposal. BIDDERS are
cauti ed that making a false certification may subject the certifier to
cri final prosecution.
Signed
State of California
County of 0 f W) 2
Subscribed and sworn to (or affirmed) before me on this r-> day of , 20 V; by
'(OM E ?Fe f5on , proved to me on the basis of satisfactory evidence to be
the person(s) who appeared before me
Notary Public Signature Notary Public Seal
ry PARKER ALCHANATI:
E'JREC1^F� COMM # 2352652 T
s )Los Angeles County
1 T'California Notary Public
Comm Exp Mar. 22. 2025:
�gCIFO ...... ...................•
Page 1 of 1
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
NON -LOBBYING CERTIFICATION
The prospective participant certifies, by signing and submitting this bid or proposal, to the
best of his or her knowledge and belief, that:
(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of
the undersigned, to any person for influencing or attempting to influence an officer
or employee of any Federal agency, a Member of Congress, an officer or employee
of Congress, or an employee of a Member of Congress in connection with the
awarding of any Federal contract, the making of any Federal grant, the making of
any Federal loan, the entering into of any cooperative agreement, and the
extension, continuation, renewal, amendment, or modification of any Federal
contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid
to any person for influencing or attempting to influence an officer or employee of
any Federal agency, a Member of Congress, an officer or employee of Congress,
or an employee of a Member of Congress in connection with this Federal contract,
grant, loan, or cooperative agreement, the undersigned shall complete and submit
Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its
instructions.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code.
Any person who fails to file the required certification shall be subject to a civil penalty of
not less than $10,000 and not more than $100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he
or she shall require that the language of this certification be included in all lower tier
subcontracts, whic exceed $100,000 and that all such subrecipients shall certify and
disclose accordi ly.
Signed: 1
Title: Vice President
Firm: Tetra Tech, Inc.
Date: 1 /13/2022
Page 1 of 1
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
NON-DISCRIMINATION CERTIFICATION
The undersigned consultant or corporate officer, during the performance of this contract,
certifies as follows:
The Consultant shall not discriminate against any employee or applicant for
employment because of race, color, religion, sex, or national origin. The Consultant
shall take affirmative action to ensure that applicants are employed, and that
employees are treated during employment without, regard to their race, color, religion,
sex, or national origin. Such action shall include, but not be limited to, the following:
employment, upgrading, demotion, or transfer; recruitment or recruitment advertising;
layoff or termination; rates of pay or other forms of compensation; and selection for
training, including apprenticeship. The Consultant agrees to post in conspicuous
places, available to employees and applicants for employment, notices to be provided
setting forth the provisions of this nondiscrimination clause.
2. The Consultant shall, in all solicitations or advertisements for employees placed by or
on behalf of the Consultant, state that all qualified applicants will receive consideration
for employment without regard to race, color, religion, sex, or national origin.
3. The Consultant shall send to each labor union or representative of workers with which
he/she has a collective bargaining agreement or other contract or understanding, a
notice to be provided advising the said labor union or workers' representatives of the
Consultant's commitments under this section, and shall post copies of the notice in
conspicuous places available to employees and applicants for employment.
4. The Consultant shall comply with all provisions of Executive Order 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders of the
Secretary of Labor.
5. The Consultant shall furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary
of Labor, or pursuant thereto, and will permit access to his/her books, records, and
accounts by the administering agency and the Secretary of Labor for purposes of
investigation, to ascertain compliance with such rules, regulations, and orders.
6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of
this contract or with any of the said rules, regulations, or orders, the contract may be
canceled, terminated, or suspended in whole or in part and the Consultant may be
declared ineligible for further Government contracts or federally assisted construction
contracts in accordance with procedures authorized in Execution Order 11246 of
September 24, 1965, and such other sanctions may be imposed and remedies
invoked as provided in Executive Order 11246 of September 24, 1965, or by rule,
regulations, or order of the Secretary of Labor, or as otherwise provided by law.
Page 1 of 2
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
7. The Consultant shall include the portion of the sentence immediately preceding
paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract
or purchase order unless exempted by rules, regulations, or orders of the Secretary
of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24,
1965, so that such provisions will be binding upon each subcontract or purchase order
as the administering agency may direct as means of enforcing such provisions,
including sanctions for noncompliance; provided, however, that in the event the
Consultant becomes involved in, or is threatened with, litigation with a subconsultant
or vendor as a result of such direction by the administering agency, the Consultant
may request that the United States enter into such litigation to protect the interests of
the United States.
8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats.
1939, and as amended, no discrimination shall be made in the employment of persons
upon public works because of race, religious creed, color, national origin, ancestry,
physical handicaps, mental condition, marital status, or sex of such persons, except
as provided in S fection 1420, and any consultant of public works violating this Section
is subject7�_:
e�nalties imposed for a violation of the Chapter.
Signed:
Title:Vice President
Firm: Tetra Tech. Inc.
Date: 1 /13/2022
Page 2 of 2
Project Descriptions
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
As -Needed Engineering Services for Water and Sewer Projects I City of Santa Ana
intact: Rudy Rosas, PE - 7141647-3379 - rrosas@santa-ana.or-
Nhdl"-
Aehatr IitaGlln
Well No.
�fi��4rtF
r9i 4rasv Ruolatement Rrfaininp
Mltlga:lon Ca mhrid ge gall
Well No- 24 study Gate
Electrical mhn Gerthe
1y uPgr�de
/lr WeIINv-39 Ele vated Tank
' MvdiFca[:vns
Westminster Ave &Srey Work
sewer Improvemrns•.;
BGS[pF 5[ 1Vldening }t
Cmba3 Cety Water Water Main Repr—ent � l
}Aa n r phd5e f
I milro'/einents r w ..
M.ineiJR 5ta[ion
Emergency Bypass WA Kv. 37
dnA Stlldy Roof Modifi aliens
Centennial Y
Park ,j
Water Main
SA-3F
1 �Rery.Water
fCeniennial Conversion
f Vard
+_ Wmner tndusl
Y el Water & Sevrer
Sc Utls station
Boosts* Punep✓
ns, Station Modificatio
Weir No. 34
MocKcal Ions
Plco L-11 Neighb.haod
Water Mk In Fmp—melits
— McFadden A -
Sewer Re pi—em
Old GtV Neghtrarhood
Water Maln
-Pravemarts
Ski FCF
San Lvren—
Ort statlan
SR-5 FCF
Water Main Projects
Bristol Street Widening Water Main Replacement,
Phase 1
Centennial Park Water Main Replacement
Mid -City Neighborhood Water Mains
Pico -Lowell Water Main Improvements
Central City Water Main Replacement
Sewer Main Projects
Westminster Avenue Sewer Main Improvements
McFadden Avenue Sewer Replacement
Pump Station/Well Projects
South Station Booster Pump Modifications
Well No. 34 Modifications
Well No. 39
Lift Station Projects
San Lorenzo Lift Station
Maxine Lift Station Emergency Bypass
Reservoir Projects
John Garthe Reservoir Improvements, Phase 2
Elevated Tank Safety Improvements and Painting
Tetra Tech has been providing as -need
engineering services for the City of
Santa Ana since 1999. Our work for the
City includes a wide range of
engineering services including:
pipelines, pump stations, lift stations,
flow control facilities, upgrade of
facilities, studies, and structural support
services. As part of these projects with
the City, we have also developed
relationships with several regulatory
agencies including the Department of
Public Health, Orange County Flood
Control, Division of Drinking Water, and
Metropolitan Water District. In addition,
we have developed an excellent
working relationship with the City's
Public Works' staff, Parks and Building
Departments and Construction
Management. Summarized below are
the projects that we have performed for
the City since 1999.
Flow Control/PRS Facilities
SA-3 Flow Control Facility
SA-4 Flow Control Facility
SA-5 Flow Control Facility
Recycled Water Projects
Recycled Water Conversion Projects
Miscellaneous Building/Facilities Upgrades
Concord Street Retaining Wall At Cambridge
Reservoir Site
Studies/Reports/Miscellaneous Support
Well No. 32 Nitrate Migration Study
OCSD Sewer Transfer Consulting Services
MicroStation Support
Parton Sewer Notice of Exemption
Feasibility Study for Elimination of Maxine Lift Station
Sewer Master Plan Update Support
Water System Computer Modeling Support
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Mid -Basin Injection Centennial Park Project I Orange County Water District
,1 011HU1, _ . J10-Jf 1 1 .,.,,.......v...............
The Mid -Basin Injection Centennial
Park Project is located within
Centennial Park in the City of
Santa Ana. Four injection wells
constructed in below ground vaults
are proposed to inject 12 mgd of
Groundwater Replenishment
System water into the principal
groundwater aquifer approximately
1,200 feet below ground surface.
The project consists of the
following:
Four (4) submersible backflush
pumps will be installed within
the injection wells with a design
flowrate of 3,000 gpm to purge
the entire well column and
surrounding strata.
Each of the four injection wells
will require a pipeline
connection to deliver the supply
water for injection. The source of water for these wells will be the Groundwater Replenishment
System pipeline located in the western levee of the Santa Ana River. Approximately 5,700 linear
feet of supply pipeline will be constructed to injection wells within Centennial Park. The supply
pipeline is proposed to be cement mortar coated and epoxy lined steel pipe, and will vary in size
from 36-inch, 16-inch, and 12-inch. The supply line will cross the Santa Ana River which will require
the pipeline to be constructed on the newly expanded Edinger Avenue Bridge.
Approximately 4,200 linear feet of 16-inch backflush pipeline will be constructed within Centennial
Road to convey well backflush discharge to the lake or the Greenville -Banning Channel.
A monitoring well is proposed down gradient of the Park's injection wells to monitor the impacts to
the groundwater basin. The monitoring well is proposed within the Heritage Museum of Orange
County. The area around the monitoring well will be improved and a new irrigation system for the
museum farm will be installed.
Two (2) Shared Facilities that will be occupied by Orange County Water District and the City of
Santa Ana.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Albion Riverside Park Project I City of Los Angeles, Bureau of Engineering
koumacL. MtAliar r►nmea, PE - irnna►.a►nneu�wIacny.ury
The City of Los Angeles selected Tetra
Tech to provide pre -design, design, and
construction support services for the Albion
Riverside Park Project, located adjacent to
the Los Angeles River. The project involved
transforming a six -acre site, previously used
for dairy warehousing and distribution, into a
riverfront park and recreational facility that
benefits nearby disadvantaged low-income
neighborhoods. This important water quality
project is part of the City's overall efforts
through the Proposition 0 Bond Program to
improve water quality and reduce pollutant
loads that are currently being conveyed to
the rivers, lakes, and oceans within the
greater Los Angeles area.
r The overall project objective was to develop
AiiiiiiiiiiiiiiF the project site and implement Low Impact
Development, Green Infrastructure, and
Best Management Practice (BMP)
measures to improve the water quality of
stormwater prior to discharging into the Los
Angeles River and ultimately into the Pacific
PROJECT2019 AWARD Ocean. In addition to collecting, treating and
RecreationParks and - Project 'il - ' infiltrating on -site runoff, the project diverts
stormwater and dry weather flows from an
existing storm drain. The diverted flows are
then treated and infiltrated, or used within the park. The BMPs installed included bioretention facilities, bioswales, and
pervious pavement subsurface infiltration areas. The remainder of the park was developed for recreational uses, educational
purposes, and improved access along the river. Recreational amenities at the site included multi -purpose athletic fields,
walking paths, adult fitness zones, children's play area, picnic area, a new parking lot with permeable paving, site landscaping
and a plaza.
The benefits of this project are not exclusive to water quality. Although the pollutant loads are expected to decrease
dramatically and exceed the goals of Proposition 0, this project also provides multiple benefits to the neighborhood by
creating visual linkages to the Los Angeles River and to other projects referenced in the Los Angeles River Revitalization
Master plan.
Project Highlights
Plans, Specifications, and Estimate
Water Quality Management
Best Management Practices
Green Infrastructure
Stormwater/Urban Runoff Capture
Storm Drain/Channel Diversion
Infiltration, Water Treatment, and Reuse
Low Impact Development
Envision TM Certification
Recreational Amenities
Walking Paths
Landscape Architecture
Public Outreach
Construction Support Services
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Aliso Creek - Limekiln Creek Restoration Project I City of Los Angeles Bureau of
Engineering
_ _...__......_,, Flores, PE-2131485-4496-andy.flores@lacity.org
The City of Los Angeles selected Tetra Tech to provide pre -design and design services for the Aliso Creek — Limekiln Creek
Restoration Project, located adjacent to the Los Angeles River. The project is located at the confluence of the concrete lined
Aliso and Limekiln Creek flood channels, which merge together in the southern portion of the project site. The project
improvements involve constructing several stormwater Best Management Practices (BMPs) intended to divert, capture, filter
and use on -site and off -site runoff from the creeks in order to reduce contamination in Aliso Creek, Limekiln Creek, and the
Los Angeles River. The proposed BMPs include low flow channel diversions, pre-screening treatment devices, stormwater
pump stations, bioretention basins, the restoration of upland and riparian habitats, and BMP educational signage. A passive
trail system is included to expand the existing park facilities.
The goal of the project is to significantly reduce the pollutant loads, as well as transform a specifically built flood control facility
into a multi -function green infrastructure facility. The project will also be designed to achieve a Platinum Envision Rating. This
important water quality project is part of the City's overall efforts through the Proposition 0 Bond Program to improve water
quality and reduce pollutant loads that are currently being conveyed to the rivers, lakes, and oceans within the greater Los
Angeles area.
4
IIIIIIIIIIIIIIL
ENGINEERING
CITY OF LOS FNGEEE£
TETRA TECH
Resumes
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Tom Epperson, PE
Project Manager
Mr. Epperson has more than 41 years of professional experience
in water, wastewater, and reclaimed water engineering. Tom has
been responsible for the preparation of water, wastewater, and
reclaimed water master plans; project design reports for various
water, wastewater, and reclaimed water facilities; and the planning
and design of water, wastewater, and reclaimed water pipelines,
along with pump stations and reservoirs. Mr. Epperson's
experience includes completing the design, bidding, and
construction management of over 200 miles of water/reclaimed
water/sewer mains, 36 water/reclaimed water pump stations,
18 wellhead facilities, 12 sewer lift stations, and 25 water and
reclaimed water storage reservoirs throughout Southern California.
EXPERIENCE
SA-3, :. r and SA-5 Vault Kelocations, City of Santa Ana, CA.
Project Director for the design and construction phases of three
pressure reducing valve vaults. The project included the design of
steel and ductile iron yard piping and connections to the existing City
system, pressure reducing valves, and concrete vaults.
RA-9 Facilih, Rnln--inn Feasibilitv Sturil/ rifit of Santa Ana, CA.
Project Director. Evaluation of an existing SA-2 facility site and
preparation of a Feasibility Study for the relocation of the City's
SA-2 Facility.
Education:
BS, Environmental
Engineering, University of
California, Irvine, 1978
Reg istrations/Certifications:
Professional Civil Engineer,
California, No. 36399, 1983
Professional Affiliations:
American Society of Civil
Engineers
American Water Works
Association
Orange County Water
Association
Water Environment
Federation
WateReuse Association
Office Location:
Irvine, CA
Total Years of Experience:
41
Years with Tetra Tech:
29
Well No. 32 Rehabilitation, City of Santa Ana, CA Project Director overseeing the design of the
Well No. 32 rehabilitation project. The project involved the preparation of a PDR, design plans, and
specifications for the rehabilitation of the well facility. The underground well would be scraped, cleaned
and modified to be within an above ground CMU block control building (housing mechanical and
electrical rooms). The design also included a separate on -site generation sodium hypochlorite building,
3,500 feet of 12-inch discharge pipe to John Garthe Reservoir and modification at the reservoir to
connect to the on -site piping.
North Long Beach Collection Main Control Valve Upgrade, Long Beach Water Department, Long
Beach, CA Project Director. Tetra Tech prepared plans and specifications to upgrade an existing flow
control/pressure reducing station, which consists of replacing the 16-inch butterfly valve at Wardlow
Avenue and the pressure transmitter vault within Cherry Avenue. The improvement to these facilities
will allow LBWD to mitigate the open conduit flow it experiences at the high point within the collection
main pipeline by throttling the flow to create backpressure and have the pipeline flow full.
Santa Ana Canvon Rnarl Trnncnlissinn Main and Preccure Rerliicina Sta+inn Nn A7 City of
Anaheim, CA Project Manager for the preparation of plans, specifications, cost estimates and
construction services for the construction of 2,000 linear feet of 36-inch steel pipeline. In addition to the
construction of steel piping, a pressure reducing station was constructed to reduce pressure from Zone
750 to Zone 640 and Zone 475.
Project Manager. Responsible for the Pressure Reducing Station Upgrades for the District. This
work included the relocation of three pressure reducing stations. The stations were located within the
street right-of-way and relocated in an existing parkway.
TETRA TECH T. Epperson - Page 11
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Mathis Oso-Bypass, Moulton Niguel Water District, Laguna Niguel, C Project Manager.
Engineering design of the Flow Control/Pressure Reducing Station for the District. The existing
pressure reducing station was modified to include flow control capabilities. The piping arrangement
within the existing vault was modified, the size of valves was changed and the new flow
control/pressure reducing station was re -located within the street right-of-way in a left turn pocket.
r1t;;JJU1C FWUMAIltU. V01VU u aICCR VIUVV %.unl. acuity, IifIOUltull IVIIU.UCI VVcutr
District, Laguna Niguel, CA Project Manager. Design of an 18-inch pressure reducing valve and vault
which included approximately 50 linear feet of 18- and 24-inch pipeline.
Long Beach Valve Replacement, Long Beach Water Department, Lon!, ___,;h, CA. Project
Manager. Improvements to an existing Flow Control/Pressure Reducing Station for the Department.
The improvements included the removal of existing piping and control valves with the replacement of
new butterfly valves and plunger valves. The pressure reduction in this station was approximately
180 psi and required that the plunger valve be designed and sized properly to handle such large drop at
this station.
natelia Avenue vvater lvlain meplacement, Lily or Anaheim, %,A. Project Manager. Design of
3,000 feet of 16-inch water main on Katella Avenue from Disneyland Drive/West Street to Harbor
Boulevard and 4,000 feet of 12-inch water main on Katella Avenue from Harbor Boulevard to Haster
Street.
Fl ca,vu1,U UV, IVI%JUIL.,n Niguel Water DiSL..IL, L-auu,ia Niguvi, Project Manager.
Responsible for the Paseo Del Valle, Highlands, and Ivy Glen Pressure Upgrades for the District. Tasks
included additional distribution piping and addition of pressure reducing valves for over 400 customers.
Crown Point Pump Station Reclaimed Water Conversion, Moulton Nigut r District, Laguna
Niguel, CP Project Manager. Design of the conversion of the existing domestic water pump station to
a reclaimed water pump station which included new pumps, pressure reducing facility, piping and
appurtenances.
I-J, Wa4nr I inn Pnlnrratinnc rite of Anaheim rA Project Manager. Design of the relocation of
approximately 20,000 linear feet of 6- to 16-inch water lines as part of Caltrans 1-5 widening project.
Project also included the design of a pressure reducing station.
Preliminary tngineering Tor SOUth (:ounty I urnout, Moulton Niguel Water uistrlct, Lagun;
Niguel, C1 Project Manager. Preliminary engineering design for proposed Metropolitan Water District
turnout and flow control facility to connect to Moulton Niguel Water District's 850 Zone system and El
Toro Water District's system. The study included preliminary calculations used to size the valves and
piping, conceptual turnout and flow control facility site and mechanical layouts, pipeline alignment
analysis, estimated construction costs and construction schedule.
Dnnifir D�rl4 Cl^ui f`^n+r^l RA^.vl+^m Al;i vial \Ah+er flit+rir+ I Ali -..el PA Project
Manager. Design of the Bridlewood and Cabot Flow Control Facilities which allowed the District to use
the higher -pressure water from the Central Relief Project.
Big Niguel and Little Niauel Flow Control Facilities. Moulton Niauel Water District. Laauna
Niguel, Cf Project Manager. Design of the two flow control facilities which will allow the District to use
higher pressure water from the Central Relief Project in lieu of existing pump stations.
AbLfdl IVlfdlfdl Vault upgraurds, 1Y1u ague) Water ulstrlc'l Julia 111119. ut:1, � Project
Manager. Design of the upgrade of I.D. Nos. 1, 2, and 3 and the Camino Capistrano Flow Control and
Meter Vault facilities.
TETRA TECH T. Epperson - Page 12
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Neha Gajjar, PE
Assistant Proje-} Manager
Ms. Gajjar has more than 29 years of experience providing project
management, planning, and design of water transmission,
distribution, and storage facilities projects. Neha has significant
experience preparing plans and specifications for water/sewer
mains, storm drains, pipelines, and has an intimate understanding
of these requirements for many municipalities. Her responsibilities
as engineering lead include establishing design parameters,
managing project schedules, and handling required appropriate
technical resources necessary for each project.
EXPERIENCE
SA-1 Hvdro-Generator Replacement. Citv of Santa Ana. CA.
Assistant Project Manager. Engineering design services for
replacement of a 33-year old turbine generator. Services include
removing the existing turbine/generator, installing a new unit and
connecting to the electrical and control systems, upgrading the
ventilation s stem new RTU control anel coordination with Enter rise
Education:
BS, Civil Engineering,
University of California at
Berkeley, 1991
Registrations/Certifications:
Professional Civil Engineer,
California, No. 55574, 1996
Professional Affiliations:
American Society of Civil
Engineers
Society of Women
Engineers
Office Location:
Irvine, CA
Y I p I p
Automation, and replacement of the existing switchboard and MCC. The demolition of the existing unit
will include the removal of the generator, turbine shaft, impellers and upper housing. Replacement will
include new construction involving, new motorized valve upstream of the new turbine/generator, new
manual valve downstream, new ball valve with motorized flow controller, and new PRV valve (in series).
North Long Beach Collection Main Control Valve Upgrade, Long Beach Water Department, Long
Beach, CA. Project Manager. Tetra Tech prepared plans and specifications to upgrade an existing flow
control/pressure reducing station, which consists of replacing the 16-inch butterfly valve at Wardlow
Avenue and the pressure transmitter vault within Cherry Avenue. The improvement to these facilities
will allow LBWD to mitigate the open conduit flow it experiences at the high point within the collection
main pipeline by throttling the flow to create backpressure and have the pipeline flow full.
ua raima Ave. ana i ustin Ave. Watermain rcepiacemenis at uL, i A Crossing, Lary or Anaheim,
Project Manager. The OCTA planned to construct an additional railroad track for the Metrolink
within its existing right-of-way as part of the Anaheim Canyon Station Metrolink Project. The new tracks
cross City of Anaheim water mains at La Palma Avenue and Tustin Avenue and therefore the mains
must be rerouted and placed within a steel casing. Tetra Tech prepared plans and specifications to
replace the existing 36-inch CCP with a 36-inch steel in a 48-inch steel casing in La Palma Avenue, the
existing 12-inch CIP with a 12-inch DIP in a 24-inch steel casing in La Palma Avenue, and the existing
12-inch CIP with a 12-inch DIP in a 24-inch steel casing in Tustin Avenue. The project also included
coordination with OCTA.
San Antonio Pressure Reducing Station Upgrade, Yorba Linda Water District, Yorba Linda, CA.
Project Engineer for preparation of plans and specification for improvements to the existing San
Antonio PRS. This project included modification of the existing vault roof to accommodate new access
hatches and replacement of the internal manifold.
Drncc. D-A..-;-- 1/,1-- D--^k 1A/,+-r r%;,+rin+ Ir..ir,n r'A Project Engineer
for preparation of a preliminary design report, plans, and specifications for construction of modifications
to seven existing domestic water closed -system pressure reducing valves, relocating existing isolation
valves inside or outside the vaults, and addition of pressure sensors, valve position indicators,
telemetry signals and/or new telemetry facilities to reduce the risk of over -pressurizing services and
customer facilities if a valve fails open.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Mark Bush, PE
QA/Ql
Mr. Bush has more than 26 years of professional experience in
water, wastewater and recycled water engineering. Mark has been
responsible for the completion of over 100 miles of potable water,
recycled water and sewer mains, 20 potable water and recycled
water pump stations and well projects, and 14 potable and
recycled water reservoirs.
Mr. Bush is an integral part of the Water/Wastewater Department
and brings leadership, strong work ethic, technical knowledge and
dedication to overall client satisfaction on every project.
EXPERIENCE
SA-3, SF.-- Gnd SA-5 Vault Relocations, City of Santa Ana, C
Project Manager for the design and construction phases of three
pressure reducing valve vaults. The project included the design of
steel and ductile iron yard piping and connections to the existing City
system, pressure reducing valves, and concrete vaults.
Santa Ana River IntercPnfnr Rnnlacnmont r)rnnnn rniinty Public
Works, Santa Ana, Ci' QA/QC Lead. This project replaced
Education:
BS, Civil Engineering,
BS, Environmental
Engineering, University of
California, Irvine, 1997
Registrations/Certifications:
Professional Civil Engineer,
California, No. 60477, 2000
Professional Affiliations:
American Society of Civil
Engineers
American Water Works
Association
Orange County Water
Association
Office Location:
Irvine, CA
Total Years of Experience:
26
3.7 miles of 39- to 45-Inch VCP and 42- to 45-Inch RCP with
3.85 miles of 54-inch gravity sewer. The project included five microtunnel drives through extremely
abrasive soil conditions in environmentally sensitive areas. Tunneling records were set for the longest
curve (2,187 feet) and longest compound, or "S", curve (1,567 feet) in North America.
Mid -Basin Injection: Centennial Park Design Services, Orange County Water District, Fountain
1/,11— f ^ QA/QC. Responsible for the QA/QC of the design of four injection wells to be located within
Centennial Park in the City of Santa Ana for Orange County Water District. In addition to the
engineering services for the four injection wells, the project includes the design of the supply pipeline,
backflush pipeline, bridge crossing, two shared facility sites, a monitoring well site, site improvements,
and paving of park access roads and parking lots.
Rein.—. j Static.. Rei%,_dtion/uh,y.wdes, ....,W.,,,.....yW,,...w�, ....�,..,,,, -.,..,a Niguel,
CA. QA/QC Manager for the Pressure Reducing Station Upgrades for the District. This work included
the relocation of three pressure reducing stations. The station was located within the street right-of-way
and relocated in an existing parkway.
Water Resources Integra+:.._ n...,., — c+a..a:. ... ...., .. .a . ._ .a ..:. n► .a .
RvctPm San Antnnin T) QA/QC. Phase 2 project elements included two additional 1,250 hp vertical
turbine pumps installed in existing cans with VFDs at Twin Oaks West Pump Station, a booster pump
station with VFDs in addition to hydropneumatic surge tanks, a second 7.5 MG ground storage tank
No. 2, and a fourth pump at the PZ 4 Pump Station at Old Pearsall Road Pump Station, and
approximately 3,000 LF of 48-inch water pipeline with a control valve assembly to transition from
production mode to recharge mode on site.
Torrance Pressure Reducing Stations, West Basin Municipal Water District, Carson, CA. Project
Manager for design of five pressure reducing stations along Artesia Boulevard within the City of
Torrance to protect the City's irrigation systems from over pressurization from the recycled water
system pressure fluctuations.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Matt Vera, PE
PRs Facility
Mr. Vera has provided design engineering in various water and
wastewater projects including domestic and reclaimed water
pipelines, gravity sewer mains, sewer main rehabilitations, pump
stations, lift stations, wells, flow control facilities, and pressure
reducing valve vaults. Matt's responsibilities have included
preparation of construction plans, specifications, design
calculations, and assistance to supervisors in preparing project
reports, studies, and memorandums.
EXPERIENCE
IAI, 11 Kl„ '2'7 r:+., ^F 0^ • - Project Engineer.
The City of Santa Ana selected Tetra Tech for the design of the Well
No. 32 rehabilitation project. The project required a PDR, plans, and
specification development for the rehabilitation of the well facility. The
Education:
BS, Civil Engineering,
University of California, Irvine,
2013
Registrations/Certifications:
Professional Civil Engineer,
California, No. 86663, 2016
Professional Affiliations:
Orange County Water
Association
Office Location:
Irvine, CA
Total Years of Experience:
underground well would be scraped, cleaned and modified within an
above -ground CMU block control building (housing mechanical and electrical rooms). The design also
includes 3,500 feet of 12-inch discharge pipe to John Garthe Reservoir with a bridge crossing,
modification at the reservoir to connect to the on -site piping and a separate on -site generation sodium
hypochlorite building including restroom and shower facilities.
CA 1 Hvrlrn_(;Pr^-^+... o,...i ,,.,,..,,.�+ fit, of c,.,+, A—_ r Project Engineer. Engineering design
services for replacement of a 33-year old turbine generator. Services include removing the existing
turbine/generator and installing a new unit and connecting to the electrical and control systems,
upgrading the ventilation system, new RTU control panel, coordination with Enterprise Automation, and
replacement of the existing switchboard and MCC. The demolition of the existing unit will include the
removal of the generator, turbine shaft, impellers and upper housing. Replacement will include new
construction involving, new motorized valve upstream of the new turbine/generator, new manual valve
downstream, new ball valve with motorized flow controller, and new PRV valve (in series).
1 :sa ca.a:.. 4 ., a Mn11lfnn -.. InI--+-%r M—frir4 I nminn Mirmal rf Project
Engineer. Tetra Tech was selected to provide miscellaneous enhancements/rehabilitations to improve
the reliability of the District's Regional Lift Station. The project included installation of a 13,000 gallon
per minute independently -powered, self -priming, backup pumping system which will engage during loss
of power (whether scheduled or emergency) or routine pump maintenance, the downsizing one of five
existing sewage pumps with the installation a sewage grinder to better handle low flow conditions and
the addition of supplementary wet well capacity to mediate issues with the existing wet well overflow.
The project included rehabilitation to an existing wet well and a removable roof installation over the
existing valve vault to allow easier access for future maintenance. The construction sequencing is of
key importance as the lift station is required to remain on-line throughout enhancements.
J.B. Latham Wastewater Treatment Plant Miscellaneous Improvements - Digester 4
Rehabilitation, South Orange County Wastewater Authority, Dana Point, CP Project Engineer.
Rehabilitate an existing 45-foot diameter digester, including modifications to their existing digester
control room for Digester 3 and Digester 4 at the J.B. Latham Wastewater Treatment Plant. The project
includes the repair and coating of the concrete digester walls, the removal/replacement of most existing
digester piping/appurtenances, and replacing existing gas mixing lances.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Jaden Miller, EIT
')esign Fngineer
Mr. Miller has provided design engineering in various water
projects including water main replacements and disinfection
system facilties. Responsibilties have been utility research, field
checks, preparation of construction plans, and cost estimates.
EXPERIENCE
Indian Hill Boulevard Water Main Replacement, JA Salazar,
Comptc CA As Design Engineer completed the design plans for a
water main project in the City of Claremont and Los Angeles County.
The work was completed as part of a design -build contract with JA
Salazar. Work included: existing utility research and base map
t;id t b d t ' d I; t I t'
Education:
BS, Civil Engineering,
California State University,
Fullerton, 2018
Registrations/Certifications:
Engineer -in -Training,
California, No. 170827, 2020
Office Location:
Irvine, CA
Total Years of Experience:
Years with Tetra Tech:
prepara on, a ermining a an onmen require , a ignmen se ec ion
and field check surveys, interaction with GSWC project manager with plan check comments,
procurement of permit. Total water main footage was approximately 4,500 feet of 8-inch and 12-inch
pipe.
As Design Engineer
completed the design plans for a water main project in the City of Compton and Los Angeles County.
The work was completed as part of a design -build contract with Precision Pipeline. Work included:
existing utility research and base map preparation, determining abandonment required, alignment
selection and field check surveys, interaction with GSWC project manager with plan check comments,
procurement of permit. Total water main footage was approximately 20,000 feet of 8-inch pipe.
AtKinson Area Main Keplacement, Precision Pipeline, Hawthorn, liewooa, c, As Design
Engineer completed the design plans for a water main project in the City of Hawthorne and Inglewood.
The work was completed as part of a design -build contract with Precision Pipeline. Work included:
existing utility research and base map preparation, determining abandonment required, alignment
selection and field check surveys, interaction with GSWC project manager with plan check comments,
procurement of permit. Total water main footage was approximately 17,000 feet of 8-inch pipe.
Lennox Boulevard Area Water Main Replacement, Golden State Water Company, CA As Design
Engineer completed the design plans for water main projects in the Southwest District in the City of
Lennox. Work included: existing utility research and base map preparation, determining abandonment
required, alignment selection and field check surveys, interaction with GSWC project manager with plan
check comments, obtained approval of fire hydrant locations from Los Angeles County Fire
Department, and prepared letter and exhibits for Department of Public Health approval. Total water
main footage was approximately 13,000 feet of 8-inch pipe.
Fern Avenue Area Water Main Replacement, Golden State Water Company, Cf As Design
Engineer completed the design plans for water main projects in the Orange West System in the City of
Stanton and Garden Grove. Work included: existing utility research and base map preparation,
determining abandonment required, alignment selection and field check surveys, interaction with
GSWC project manager with plan check comments, obtained approval of fire hydrant locations from
Orange County Fire Department, and prepared letter and exhibits for Department of Public Health
approval. Total water main footage was approximately 4,100 feet of 8-inch pipe.
Live Oak and Lynrose Water Main Replacement, Golden State Water Company, CA. As Design
Engineer completed the design plans for water main projects in the Southwest District of Arcadia. Work
included: existing utility research and base map preparation, determining abandonment required,
alignment selection and field check surveys, interaction with GSWC project manager with plan check.
Total water main footage was approximately 7,500 feet of 8-inch pipe and 12-inch pipe.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFPNo. 21 i27
Erin Cabanero, PE
Pipeline
Ms. Cabanero has provided design engineering in various water
and wastewater projects including domestic and reclaimed water
pipelines, water main replacements, gravity sewer mains, pump
stations, lift stations, reinforced concrete reservoirs, steel tank
reservoirs, wells, flow control facilities, and pressure reducing
valve vaults. Erin has also assisted our engineering design team
with preparation of construction plans, specifications, and design
calculations.
EXPERIENCE
IAI-11 Ki^ 'V3 D„i,ghilitntinn rity of C^ fn Ana rp Design
Engineer. Provided engineering planning and design to assist with
the rehabilitation of Well 32. The project includes the construction of
new CMU block well building and sodium hypochlorite building,
sodium hypochlorite disinfection facility approximately 3 300 linear
Education:
B.S., Civil Engineering,
University of California, Irvine,
2009
Reg istrations/Certifications:
Professional Civil Engineer,
California, No. 89704, 2018
Professional Affiliations:
American Society of Civil
Engineers
Office Location:
Irvine, CA
Total Years of Experience:
feet of 16-inch pipe from Well 32 to John Garthe Reservoir, bore and jack under channel crossing, and
site improvements.
Dive fr^m hA'#;^m 4^ �i �^ r1 T-'-- 1w1-._ ^ic4rin4 I -I-- ---- -a i+A Design
Engineer. Design of 5,100 feet of pipeline to minimize the pressure increase within the R-6 Pressure
Zone as a result of the Baker Pump Station.
Peter-z rnnvnn rhnnnol Water rnnture and Pow— PiDekline. IrVinn Ranch Wnfor District. Irvine.
CA. Design Engineer for over 17,000 linear feet of 10-inch to 16-inch steel and PVC pipeline. This was
a joint project with the City of Irvine, City of Tustin, County of Orange, and Caltrans. Project included
three storm drain diversion structures and intake design, hanging the pipeline from two bridges, bore
and jack under the railroad and backpressure vault.
Design Engineer. The La Mirada Recycled Water Expansion Project will provide recycled water to
irrigate several large landscaped facilities such as La Mirada Golf Course, La Mirada Regional Park,
Behringer Park as well as schools and several City facilities. Forty-nine potential recycled water users
were identified with an estimated irrigation demand of 930 acre feet per year.
West Chandler Well. South Croddv Well and Pioeline. Mesa Consolidated Water District, Costa
Mesa, CA. Design Engineer for the drilling and equipping of Well Nos. 12 and 13, two new potable
water wells (approximately 1,050 feet deep), to provide additional local water reliability to the customers
of Mesa Water District. The project involves the demolition of existing buildings at Well Nos. 12 and 13
properties within the City of Santa Ana. Both wells are located outside of Mesa Water's service area
and will require the construction of approximately 4,400 feet of pipeline to connect the proposed wells to
Mesa Water's existing system. Each well site includes the construction of a vertical turbine pump
estimated to produce approximately 3,000 gpm, new CMU block well building, new chemical storage
facility, sodium hypochlorite and aqua ammonia disinfection facility, and site and landscaping
improvements.
Design Engineer.
Provided engineering support for the replacement/rehabilitation of the existing 20/16-inch cast iron
pipeline constructed in the mid-1920s within Newport/Balboa Boulevard from the intersection of Via
Oporto and Central Avenue to the intersection of Balboa Boulevard and 19th Street. This pipeline is vital
as it provides water and fire flow protection to the businesses and residents in the Newport Bay and
Peninsula area.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Erica Jenkins
9esigr '-igineer
Ms. Jenkins has more than 28 years of experience and has been
responsible for the preparation of water, sewer, reclaimed water
pipeline projects, and project design reports for various water and
sewer facilities. Erica has been responsible for completing the
design, bidding, and construction management of over 150 miles of
water/reclaimed water/sewer mains throughout Southern California.
EXPERIENCE
Education:
BS, Civil Engineering,
California State University,
Fullerton, 1996
Reg istrations/Certifications:
Engineer -in -Training,
California, No. EX102020
Office Location:
Irvine, CA
Total Years of Experience:
28
..,�.w,. dill Boulevard Water Main Replacement, JA Salazar, Years with Tetra Tech:
Compton, CA. As Lead Design Engineer completed the design plans 28
for a water main project in the City of Claremont and Los Angeles
County. The work was completed as part of a design -build contract with JA Salazar. Work included:
existing utility research and base map preparation, determining abandonment required, alignment
selection and field check surveys, interaction with client and GSWC project manager with plan check
comments, procurement of permit. Total water main footage was approximately 4,500 feet of 8-inch
and 12-inch pipe.
Compton Area Water Main Replacement, Precision Pipeline, Compton, CA As Lead Design
Engineer completed the design plans for a water main project in the City of Compton and Los Angeles
County. The work was completed as part of a design -build contract with Precision Pipeline. Work
included: existing utility research and base map preparation, determining abandonment required,
alignment selection and field check surveys, interaction with client and GSWC project manager with
plan check comments, procurement of permit. Total water main footage was approximately 20,000 feet
of 8-inch pipe.
Atkinson Area Main Replacement, Precision Pipeline, Hawthorne and Inglewood, Cl- As Lead
Design Engineer completed the design plans for a water main project in the City of Hawthorne and
Inglewood. The work was completed as part of a design -build contract with Precision Pipeline. Work
included: existing utility research and base map preparation, determining abandonment required,
alignment selection and field check surveys, interaction with client and GSWC project manager with
plan check comments, procurement of permit. Total water main footage was approximately 17,000 feet
of 8-inch pipe.
Lennox Boulevard Area Water Main Replacement, Golden State Water Compal_„ __ __ As Lead
Design Engineer completed the design plans for water main projects in the Southwest District in the
City of Lennox. Work included: existing utility research and base map preparation, determining
abandonment required, alignment selection and field check surveys, interaction with GSWC project
manager with plan check comments, obtained approval of fire hydrant locations from Los Angeles
County Fire Department, and prepared letter and exhibits for DPH approval. Total water main footage
was approximately 13,000 feet of 8-inch pipe.
Santa Ana Canyon Road Transmission Main and Pressure Reducing Station No. 67, Cit,
Anaheim, CA Design Engineer for the preparation of plans, specifications, cost estimates and
construction services for the construction of 2,000 linear feet of 36-inch steel pipeline. In addition to the
construction of steel piping, a pressure reducing station was constructed to reduce pressure from Zone
750 to Zone 640 and Zone 475.
Anaheim Hills Koad I ransmission Main Phase I, GO of Anaheim, G,P Design Engineer of
approximately 3,500 linear feet of 30-inch water main parallel to the existing 21-inch and 24-inch diameter
water main in Anaheim Hills Road from Nohl Ranch Road to Santa Ana Canyon Road. Intermediate tie-ins
were designed to connect to the existing 10-inch water mains on La Paz Way (PR-54).
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Cory Heggtveit, EIT
MWD Coordination & Construction
Support
Mr. Heggtveit has provided design engineering in various water
and wastewater projects including domestic and reclaimed water
pipelines, water main replacements, gravity sewer mains, pump
stations, lift stations, reinforced concrete reservoirs, flow control
facilities, recycled water customer conversions, and pressure
reducing valve vaults. Cory's responsibilities have included
preparation of construction plans, specifications, and design
calculations; and assisted supervisors in preparing project
memorandums.
EXPERIENCE
Education:
BS, Civil Engineering,
California State University,
Long Beach, 2009
Reg istrations/Certifications:
Engineer -in -Training,
California, No. 121854, 2005
Office Location:
Irvine, CA
Total Years of Experience:
20
Years with Tetra Tech:
20
Mid -City N_ jhborhood Water Main Replacement Project, City of Santa Ana, C; Design Engineer
for approximately 9,000 linear feet of 12- and 8-inch PVC water main to replace existing water mains.
Project included the hot tap of two existing water mains and 15 cut in connections.
Pric4n1 C4rnn+ to/irinninry Wnfnr RAnin Pnnlnrrmmnn4 Drninr+ (`ifir of Cnnfn Ann re Design Engineer
for approximately 6,000 linear feet of 12- and 8-inch PVC water main to replace existing water mains.
Pressure Rerlurinn Station Reloratinn Prnier_t_ Mnifltnn Ninuel Water DiStrirt_ I aniina NinuP
CA. Project Coordinator. Responsible for the Pressure Reducing Station Upgrades for the District. This
work included the relocation of three pressure reducing stations. The stations were located within the
street right-of-way and relocated in an existing parkway.
Mathis Oso-6,r,,.,,a, N.—Aiton N.y,Ael WaL-. Distri%.., �wy�.�a Niguel, CA. Project Coordinator.
Engineering design of the Flow Control/Pressure Reducing Station for the District. The existing
pressure reducing station was modified to include flow control capabilities. The piping arrangement
within the existing vault was modified, the size of valves was changed and the new flow
control/pressure reducing station was re -located within the street right of way in a left turn pocket.
Carlsbad Seawater Desalination Convevance Pioeline. KSD Joint Venture. Carlsbad. C: Design
Engineer for 52,000 linear feet of conveyance pipeline which serves the product water from the 50 mgd
desalination plant in the City of Carlsbad. Pipeline diameter is 54-inch welded steel pipeline operating
at a maximum pressure of 500 psi. Tetra Tech provided design services on the $150 million
Design -Build conveyance pipeline and flow regulatory facility.
Home Depot Cente rivel-Ell, West Basin M Jpal Water District, Carson, CA. Design
Engineer of an above ground swivel ell facility to enable the Home Depot Center in the City of Carson,
in the event of an extended recycled water plant outage, to switch from the recycled water system to
the potable water system for irrigation purposes.
Imperial Avenue Kecvcled Water Lateral, West Basin Municipal Water District, EI 5equndo, LA.
Design Engineer for approximately 5,000 linear feet of 6-inch PVC recycled water main within the City
of El Segundo. �+
nncwae �ucnc�caiuyc vu.�.� rcc �cNuaicme�a .—J--L, v�w�aJ.� Coun.,y ■.uac
District, Fountain Valley, CA. Design Engineer to provide design services to improve flow of water
into the District's groundwater recharge basins. Design included removal of approximately 8 feet of
48-inch RCP and installation of new 48-inch steel pipe. The design for Miller Basin provided for a
secondary inlet including about 200 feet of 42-inch steel pipe, a concrete junction structure connection
to an existing 72-inch pipeline and an impact outlet structure. The project also involved permitting and
coordination with OCPF&RD.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Mazen Kassar, PE
Electrical/Controls Engineer
Mr. Kassar has more than 29 years of experience in electrical
engineering and industry standard that includes electrical
engineering staff management, project management, construction
management and supervision, water and wastewater treatment,
petro-chemical design, and environmental soil and groundwater
treatment. Mazen's background includes designing medium and
low voltage power distribution, designing instrumentation, control
systems and SCADA systems for a wide -variety of projects, and
the installation of electrical systems for remediation projects,
including soil vapor extraction systems and groundwater pump -
and -treat systems. Other experience includes, working with utility
companies to provide new electrical service to new projects,
working with local Building and Safety Departments to obtain Plan
Check and construction permits, field trouble shooting of electrical
and mechanical systems, system commissioning and startup.
EXPERIENCE
Carlsbad Seawater Desalination Conveyance Pipeline, KSD Joint
Venture, Carlsbad, CA Managed electrical design for 52,000 linear
feet of pipeline that serves the product water from the planned
Education:
BS, Electrical Engineering,
California State University,
Long Beach, 1990
Reg istrations/Certifications:
Professional Electrical
Engineer, California,
No. 15809, 1998
General Construction,
Class B, California,
No. 777845, 2008
ETAP Electrical Power
Modeling, 2010
Professional Affiliations:
Institute of Electrical and
Electronics Engineers
Office Location:
Irvine, CA
Total Years of Experience:
29
50 mgd desalination plant in the City of Carlsbad. Pipeline diameter is
54-inch welded steel pipeline operating at a maximum pressure of 500 psi. The pipeline is routed
through the cities of Carlsbad, San Marcos, and Vista. The electrical design included designing power
for cathodic protection system at multiple locations, designing power, control and instrumentation for
large flow control facility and underground turnouts.
Mid -Basin Injection: Centennial Park Design Services, Orange County Water District, Fountain
CA Four injection wells are included in this project and will be constructed below ground vaults.
Wells are proposed to inject 12 MGD of GWRS water into the principal groundwater aquifer
approximately 1,200 feet below ground surface. Submersible backflush pumps will be installed within
the injection wells. Electrical Engineer responsible for designing two shared facilities' power distribution,
injection well's instrumentation and control, communication with the other sites and headquarters.
Long Beach 8 Valve Improvement, Electrical Power Svstem Upgrade. Long Beach Water
Department, Long Beach, CA. Tetra Tech provided full service Construction Management Services
for the Long Beach Water Department during construction for Long Beach Valve 8 Improvement
Project. Work involved connection to the MWD pipeline at the Long Beach Valve 8 project sites just
east of the intersection of Wardlow Road and Cherry Avenue complete with pipeline replacements and
electrical and instrumentation upgrades. Mr. Kassar provided electrical and SCADA assistance during
startup of the facility.
SJVWB-ERRP Phase 1 Well Equipping and Treatment Facilities Preliminary Desian. Eastern
Municipal Water District, San Jacinto, CA. Supervising the electrical design for a project that
includes preparation of a Preliminary Design Report with an evaluation of the pipeline corridors from
four wells to a central treatment plant, review of treatment technology for iron and manganese removal,
disinfection using chloramines, booster pump station and reservoir and well equipping evaluation.
Preliminary design drawings will be prepared to a 30% design level that addresses the civil site,
mechanical, process, electrical and instrumentation components of the treatment and blending facility,
site work and pipeline plan and profile sheets. Project field work will consist of a geotechnical
investigation of the well sites, treatment plant and pipeline corridors, aerial and ground survey,
potholing and corrosion analysis.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Eric Yuen, PE, SE
Structural Engineer
Mr. Yuen has more than 14 years of experience in the design,
analysis, and detailing of structural engineering. Eric is
knowledgeable in reinforced concrete, masonry, structural steel
and wood frame design, and construction for a variety of building
and infrastructure projects including reservoirs and
water/wastewater treatment facilities, pump stations, lift stations
as well as seismic retrofit of existing structures.
EXPERIENCE
SA-3, SA-4 and SA-5 Vault Relocations, City of Santa Ana, CA.
Structural Engineer for the design and construction phases of three
pressure reducing valve vaults. The project included the design of
steel and ductile iron yard piping and connections to the existing City
system, pressure reducing valves, and concrete vaults.
Education:
BS, Civil Engineering,
California State Polytechnic
University, Pomona, 2007
Registrations/Certifications:
Professional Civil Engineer,
California, No. 75983, 2009
Professional Structural
Engineer, California,
No. 6177, 2014
Professional Affiliations:
American Institute of Steel
Construction
Office Location:
San Dimas, CA
Total Years of Experience:
14
Well No. 32 Rehabilitation. Citv of Santa Ana. Cf Structural Years with Tetra Tech:
Design Engineer. The project involved the preparation of a PDR and 14
plans/specifications for the rehabilitation of the well facility. The
underground well would be scraped, cleaned and modified to be within an above ground CMU block
control building (housing mechanical and electrical rooms). The design also included civil, structural,
and electrical improvements to the park adjacent to the well site; a separate on -site generation sodium
hypochlorite building; 3,500 feet of 12-inch discharge pipe to John Garthe Reservoir; pressure control
vault and chemical injection vault for both Well 32 and the City's existing Well 24; and modification at
the reservoir to connect to the on -site piping.
..,jnty Water Dish ..,,«.
CA. Structural Engineer responsible for the design of four injection wells to be located within Centennial
Park in the City of Santa Ana for Orange County Water District. In addition to the engineering services
for the four injection wells, the project includes the design of the supply pipeline, backflush pipeline,
bridge crossing, two shared facility sites, a monitoring well site, site improvements, and paving of park
access roads and parking lots.
essure Reducing station Kelocatlon, Ivlounon Nlguell vvater ulstrwt, Laguna Niguel, CA.
Structural Engineer for the Pressure Reducing Station Upgrades for the District. This work included the
relocation of three pressure reducing stations. The station was located within the street right-of-way and
relocated in an existing parkway.
Mathis Oso-Bypass, Moulton Niguel Water District, Laguna Niguel, C. Structural Engineer for the
Flow Control/Pressure Reducing Station for the District. The existing pressure reducing station was
modified to include flow control capabilities. The piping arrangement within the existing vault was
modified, the size of valves was changed and the new flow control/pressure reducing station was
re -located within the street right of way in a left turn pocket.
Lvng oeat:n valve mepiaceMent, Long Beach Water uuparirnerit, Long oeach, Gr Structural
Engineer for improvements to an existing Flow Control/Pressure Reducing Station for the Department.
The improvements included the removal of existing piping and control valves with the replacement of
new butterfly valves and plunger valves. The pressure reduction in this station was approximately
180 psi and required that the plunger valve be designed and sized properly to handle such large drop at
this station.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-i 27
Peter Kim, PE, PTE
Traffic r'ontrol
Mr. Kim has more than 27 years of experience in transportation
and traffic engineering. Peter's project experience includes
numerous traffic signal designs, street lighting plans, ramp -
metering plans, traffic monitoring stations, signing and striping
plans, traffic control plans for major freeway projects, and traffic
impact studies for various developments. Peter has been
responsible for over 20 freeway projects requiring preparation of
traffic design plans and traffic management plans throughout
Southern California. Mr. Kim has also prepared traffic control
plans for various water districts on more than 100 projects.
Additionally, Peter is the owner/principal of PMK Associates,
Inc., a SBE certified firm which provides traffic engineering
services to Tetra Tech along with other commercial and private
clients.
EXPERIENCE
Education:
BS, Civil Engineering, Cal
Poly Pomona, 1989
Reg istrations/Certifications:
Professional Civil Engineer,
California, No. 51616, 1994
Professional Traffic Engineer,
California, No. 1871
Professional Affiliations:
American Society of Civil
Engineers
Institute of Transportation
Engineers
Office Location:
Irvine, CA
Total Years of Experience:
27
Years with Tetra Tech:
nn .: nn ... .IL.. . nl:—..—I \AL.L.
e���ation o - nc ransrr'��'-~ 27
I nl:-..-I r►A Mr. Kim was contracted by Tetra Tech
to prepare traffic control plans along Oso Parkway at Cabot Road in the City of Laguna Niguel.
Harvarri Axle. Tr-r-k -qp'kn/pr Diversion Rfrilt-fure Rehabilitation. Irving Ranch Water District, Irvine,
CA. Traffic Engineer. Prepared six (6) traffic control plans in the City of Irvine.
Regional Lift Station Force Main Renlacement. Moulton Niguel Water District, Moulton Niguel,
CA. Traffic Engineer. Prepared nine (9) traffic control plans in the City of Aliso Viejo.
Peter's Canyon Channel Water Capture & Reuse Pipeline, Irvine Ranch Water District, Irvine,
CA. Mr. Kim was contracted by Tetra Tech as the Lead Traffic Engineer for the preparation of traffic
control plans for 17,000 linear feet of pipeline along Harvard Avenue in the City of Irvine.
Carlsbad Seawater Desalination L;onve) Le Pipeline, Poseidon Resources Corporation,
Mr. Kim was contracted by Tetra Tech as the Traffic Engineer Lead for the preparation
of traffic control plans for 52,000 linear feet of pipeline that serves the product water from the planned
50 mgd desalination plant in the City of Carlsbad. Pipeline diameters ranged from 24-inch to 54-inch
welded steel pipeline operating at a maximum pressure of 800 psi. Seven flow control facilities were
planned. The pipeline was routed through the cities of Carlsbad, San Marcos, Vista and Oceanside. In
addition, there were two bridge crossings, Caltrans right-of-way crossing, railroad crossing, and several
bore and jack crossings located throughout the project. Final Traffic Control plans were prepared for
permitting through the City of Carlsbad and Caltrans.
^^*r Under PMK Associates, as the Lead Traffic Design Engineer, Mr. Kim was responsible for
preparing corridor -wide traffic study report and corridor wide master overhead sign plans, master
corridor operating system and master corridor lighting plans for SR-241 Foothill Transportation
Corridor.
Anaheim Regional Transportation Intermodal Center (ARTIC), City of Anaheirr. Under PMK
Associates, as the Lead Traffic Design Engineer, Mr. Kim was responsible for the 100% PSE for traffic
signals, signing and striping, stage construction, and street lighting for ARTIC; a transit hub designed to
tie together freeways, bus routes, and rail system as well as allow for future expansion to incorporate
the California High -Speed Rail.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Nate Schreiner, PE, QSD
Water Quality Management
Mr. Schreiner manages domestic projects on behalf of government
clients, applying a successful 14-year history of project
management, hydrologic and hydraulic modeling, civil engineering
design, condition assessments of a variety of infrastructure, and
cost estimating. Nate has performed hydrologic and hydraulic
analyses of various types of drainages including culverts,
channels, rivers, and alluvial fans. Previously he was involved in
projects involving USACE Periodic Inspections of levees, FEMA
levee certification, and master drainage plans. He has inspected
approximately 300 miles of levee in various states and is well
versed with USACE facilities. Nate has been involved in all phases
of the project life -cycle including site investigations, preliminary
design, public outreach, PS&E, QA/QC, and construction support.
As a Qualified SWPPP Developer (QSD) Mr. Schreiner has ample
Education:
BS, Environmental
Engineering, California
Polytechnic State University,
San Luis Obispo, 2006
Registrations/Certifications:
Professional Civil Engineer,
California, No. 74974, 2009
Qualified SWPPP Developer,
Certificate No. C74974
Total Years of Experience:
experience with providing Stormwater Pollution Prevention Plans (SWPPP) for construction
activities.
EXPERIENCE
Silver Lake Reservoir Stormwater Capture, City of Los Angeles Bureau of Engineering, Los
A Project Manager for the pre -design phase of the project to construct stormwater
infrastructure to capture stormwater from a 170-acre watershed and divert it to the Silver Lake and
Ivanhoe reservoirs in Los Angeles, CA. To offset the potable water demand associated with maintaining
historic water levels in the reservoirs, stormwater from the local watershed is proposed to be redirected
into the Reservoirs. Various types, sizes, and locations of stormwater infrastructure and BMPs were
evaluated and selected to assist the City in meeting their stormwater capture goals. Nate guided the
project engineer in the hydrologic and hydraulic modeling, and reviewed all project submittals. Nate
also coordinated with the City's Street and Stormwater Division project manager and staff at a
pre -design review meeting.
r .,.., 4 D. — rr — - —4. — C. —;4--" — n; - —f I — - /t -- -- - ' - — r—. —4—
V—
r-nrcnn r Project Manager. Responsible for preparing the plans, specifications and estimates, from
concept to detailed design. Carriage Crest Park was identified in the Enhanced Watershed
Management Program as a high -priority site for a regional stormwater capture project due to its
proximity to two large storm drains with a total drainage area exceeding 1,100 acres.
,ayfair Park Stormwater and Runoff Capture, City of Lakewood, CA. Project Engineer.
Responsible preparing the plans, specifications and estimates, from concept to detailed design. Tetra
Tech was contracted to evaluate the potential site location and develop this stormwater runoff and
capture project. The project consists of an air -inflated rubber dam diversion system to re -direct all urban
runoff and stormwater runoff from the Clark Channel through a pre-treatment system to remove trash,
debris, and sediment. A drainage pipeline will convey the water into a large, buried multi -chambered
storage and filtration facility. The stormwater collected in the underground reservoir will be treated and
used to irrigate the park's landscaped areas. The system will monitor the weather conditions and the
facility through a secured cloud based system. The underground storage system is 4.5 million gallons
(13.8 ac-ft). The goal of the project was to not only help the City comply with the metals Total Maximum
Daily Loads, as presented in the Los Cerritos Channel Watershed Management Program, but also
provide additional benefits, such as revitalized park infrastructure and augmentation of local water
supplies.
TETRA TECH
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Jason Fussel, PE, QSD, ENV SP
Envision Certification
Mr. Fussel is an Envision TM Sustainability Professional and LEED
Accredited Professional with extensive and relevant experience in
the stormwater and Best Management Practice (BMP) arena,
which includes successful implementation of sustainable design
practices for a vast array of improvement projects. Jason's
significant involvement in Low Impact Development (LID) and
Stormwater Pollution Prevention and reduction projects in
Southern California, specifically as Engineer -of -Record for several
important Proposition " O" projects for the City of Los Angeles,
Caltrans funded projects, and Proposition 1 projects provide the
foundation for his continued leadership in the industry. To date,
Mr. Fussel has been the design lead for the design and
implementation of over $100 million in construction cost. Nate
continues to improve upon his expertise through attending various
LID conferences and presenting the fundamentals and approach
to BMP design to colleagues and the public through engagement
seminars and discussions. As a Qualified SWPPP Practitioner
(QSP) and Qualified SWPPP Developer (QSD), Mr. Fussel has
ample experience with providing Stormwater Pollution Prevention
Plans (SWPPP) for construction activities and Water Quality
Management Plans (WQMP).
EXPERIENCE
Education:
BS, Civil Engineering,
California Polytechnic State
University, San Luis Obispo,
2003
Registrations/Certifications:
Professional Civil Engineer,
California, No. 70879, 2007
LEED® Accredited
Professional, 2009
Qualified SWPPP Developer,
Certificate No. 20231
Professional Land Surveyor,
California, No. 9006, 2013
Envision TM Sustainability
Professional, 2014
Professional Affiliations:
American Society of Civil
Engineers
California Land Surveyors
Association
Office Location:
Buellton, CA
Total Years of Experience:
18
Years with Tetra Tech:
Aliso L;reeK - Limekiln Creek Restoration Project, Ci*-- —r' -- 118 I
Annplpc Riminnii of Fnninpprinn I nc Anrrpinc rA Project
Engineer and Assistant Project Manager. Mr. Fussel is responsible
for overseeing pre -design and design services. The project is located at the confluence of the concrete
lined Aliso and Limekiln Creek flood channels, which merge together in the southern portion of the
project site. The project improvements involve constructing several stormwater Best Management
Practices (BMPs) intended to treat on -site and off -site runoff and reduce contamination in Aliso Creek,
Limekiln Creek, and the Los Angeles River. The proposed BMPs include low flow channel diversions,
stormwater pump stations, stormwater pre-screening devices, bioswales, vegetated detention/retention
basin, the restoration of upland, riparian habitat, and BMP educational signage. The goal of the project
is to significantly reduce the pollutant loads, as well as transform a specifically built flood control facility
into a multi -function green infrastructure facility. The project will also be designed to achieve a Platinum
Envision Rating. This important water quality project is part of the City's overall efforts through the
Proposition O Bond Program to improve water quality and reduce pollutant loads that are currently
being conveyed to the rivers, lakes, and oceans within the greater Los Angeles area.
Alhinn PivPrQHP park Proiect. Cifv of I nc Annelpc Rnrpan of Ennineprina, Lpc AnnPIPc CA
Project Engineer and Assistant Project Manager. Responsible for overseeing the pre -design services
for the Albion Riverside Park Project. Tetra Tech also provided design and construction support
services. The project, located adjacent to the Los Angeles River, involved transforming a six -acre
site, previously used for dairy warehousing and distribution, into a riverfront park and recreational
facility that will benefit nearby disadvantaged low income neighborhoods. In addition, the City is
using the redeveloped property to increase the current capacity for managing stormwater runoff. This
important water quality project is part of the City's overall efforts through the Proposition O Bond
Program to improve water quality and reduce pollutant loads that are currently being conveyed to the
TETRA TECH J. Fussel — Page 11
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
rivers, lakes, and oceans within the greater Los Angeles area. In addition, the project was designed
to achieve a Platinum EnvisionTm rating.
Storn-----`-�- "aptur- n--gram, �:� . _t __ "ygeles, p'• __.. _r Engine -ring, L��- A___ios,
rA Program Manager. Serving as the Program Manager for the City of Los Angeles' Stormwater
Capture Parks Program, for which he is overseeing pre -design services for the development of four
stormwater capture projects as part of the second largest stormwater program undertaken in the
state's history. In addition, Mr. Fussel is leading a programmatic watershed analysis of nine (9) projects
to ensure project goals are met and to determine possible efficiencies in linking multiple project sites
together and measuring their performance.
Bolivar Park Stormwater and Runoff Capture Project, City of Lakewood, Ci Engineering
Design Lead and Engineer of Record. Mr. Fussel is responsible for feasibility, conceptual and
detailed design services to prepare final plans, specifications and estimates. Tetra Tech was
contracted to evaluate the potential site location and develop this stormwater runoff and capture
project. The project consists of an air -inflated rubber dam diversion system to re -direct all urban
runoff and stormwater runoff from the Del Amo channel through a pre-treatment system to remove
trash, debris, and sediment. A pump station and drainage pipeline will convey the water into a large,
buried multi -chambered storage/infiltration facility. The stormwater collected in the underground
reservoir will be treated and used to irrigate the park's landscaped areas. The system will monitor the
weather conditions and the facility through a secured cloud -based system. The underground storage
system is 2.8 million gallons (8.7 ac-ft). The goal of the project is to not only help the City comply with
the metals Total Maximum Daily Loads, as presented in the Los Cerritos Channel Watershed
Management Program, but also provide additional benefits, such as revitalized park infrastructure
and augmentation of local water supplies.
Environmental and Engineering Support for Vandenberg Tracking Station V%1-4— ""^;-
Amerir_an Water Fnternrises_ Inr___ Vandenhern Air Fnrr_e Rase_ Lmmnnr__ r-Project Manager.
Tetra Tech was contracted to provide environmental and engineering support services for the
installation of a 4-inch water line and associated appurtenances at the Vandenberg Tracking Station
at Vandenberg Air Force Base. Mr. Fussel was responsible for overseeing the survey and field
verification, engineering design, and preparation of as -built drawings.
.1ayfair Park Stormwater and Runoff Capture Project, City of Lakewood, Cl- Engineering Design
Lead and Engineer of Record. Responsible for feasibility, conceptual and detailed design services to
prepare final plans, specifications and estimates. Tetra Tech was contracted to evaluate the potential
site location and develop this stormwater runoff and capture project. The project consists of an air -
inflated rubber dam diversion system to re -direct all urban runoff and stormwater runoff from the Clark
Channel through a pre-treatment system to remove trash, debris, and sediment. A drainage pipeline will
convey the water into a large, buried multi -chambered storage and filtration facility. The stormwater
collected in the underground reservoir will be treated and used to irrigate the park's landscaped areas.
The system will monitor the weather conditions and the facility through a secured cloud based system.
The underground storage system is 4.5 million gallons (13.8 ac-ft). The goal of the project is to not only
help the City comply with the metals Total Maximum Daily Loads, as presented in the Los Cerritos
Channel Watershed Management Program, but also provide additional benefits, such as revitalized
park infrastructure and augmentation of local water supplies.
TETRA TECH J. Fussel - Page 12
SA-2 Pressure Control Station Relocation
and Transmission Main Improvements
RFP No. 21-127
Paula Fell
CEQA
Ms. Fell has more than 27 years of experience preparing
environmental documentation and more than 23 years in a senior
management role. Paula has prepared and managed California
Environmental Quality Act/National Environmental Policy Act
(CEQA/NEPA) documents including Initial Studies (ISs), Mitigated
Negative Declarations (MNDs), Environmental Impact Report
(EIRs), Environmental Assessments (EAs), and Environmental
Impact Statements (EISs), for projects throughout California on
behalf of federal, state, regional, and local agencies and private
clients. Paula's expertise also includes data collection and analysis
on environmental issues such as visual resources, land use, public
services, biological resources, socioeconomics, recreation, and utilities.
EXPERIENCE
Education:
MS, Environmental
Sciences, California State
University, 1993
BA, Biological Sciences,
Kansas State University,
1981
Office Location:
Irvine, CA
Total Years of Experience:
27
Years with Tetra Tech:
5
VVC1Z11111ULV11 MVVIIUV L JILy r-ioiec, ,IVIMUOLed Nec -e Declarati
City of Santa Ana, CA Project Manager. Managing the preparation of an Initial Study/Mitigated Negative
Declaration for the development of a new water well, well building, chemical building, and other
supporting facilities on a currently vacant lot in Santa Ana.
Water Well "'- -_ 11_:1 r)roject. ^�^" ^__.. Y__�_�:__ City of Santa
Ana r_A Project Manager. Preparing a Notice of Exemption and supporting documentation for the
replacement of a hydro -generator unit for Well 39.
Water Well No. 32 Proiect. Initial Studv/Mitiaated Neaative Declaration. Citv of Santa Ana. CA.
Project Manager. Managing the preparation of an Initial Study/Mitigated Negative Declaration for the
rehabilitation of existing Well No. 32 and construction of a new above ground well building and
approximately 3,250 linear feet of new pipeline.
Water Wells No. 12 and No. 14 and Pipeline Project, Initial Study/Mitiga__- .._�__.. _ _'eclaration,
Mesa Water District Costa Mesa, CA. Senior Environmental Planner. Prepared an Initial
Study/Mitigated Negative Declaration for the construction of two new water wells and associated
pipelines. Prepared analysis for several CEQA resource topics and assisted with the public hearing for
the project.
Water Well Prolect Initial 5tudv, Glity of Huntington Beach, G� Senior Environmental Planner.
Prepared an Initial Study for the construction of a new water well and associated pipeline. Prepared
analysis for several CEQA resource topics.
RD-HR I IWjj L 1111UGl LU.Y, Californ,G
Beach, CP Project Manager. Oversaw the preparation of an Initial Study which included technical
studies for air quality and greenhouse gas emissions. The project included the construction of an
approximately 1.8 mile transmission line to connect existing wells at Station 8 and Station 22 to the
existing 3.5 million gallon storage tank at Station 5.
SARI Abandonment and Pine Severina Prnier_t SFA/Fnvirnnmental Imnact Rennrt_ Orange County
Flood Control District, C? Assisted with the preparation of the Supplemental Environmental
Assessment/Environmental Impact Report and specifically prepared analysis for several resource topics
including: water resources and hydrology; earth resources; aesthetics; safety and hazards; and public
services and utilities.
TETRA TECH
Leighton Consulting, Inc. (Leighton) provides geotechnical engineering, environmental
consulting, and materials testing and special inspection services. Our firm enjoys a rich
history in Southern California having provided professional engineering and geologic
services for 60 years and earned a reputation as a leader in this field through our
innovative yet practical design solutions and field support for construction projects.
Leighton has been providing Tetra Tech geotechnical consulting services for over
20 years and understands the expectation and requirements of the design team and local
agencies.
Our 180 employees are strategically located throughout Southern California to serve our
clients from offices in Irvine, Downtown Los Angeles, Rancho Cucamonga, Temecula, San
Diego, Ventura, and Santa Clarita. Our staff is comprised of California licensed
Geotechnical Engineers (GE), Professional Engineers (PE), Certified Engineering
Geologists (CEG), Hydrogeologists (CHG), Professional Geologists (PG), and Registered
Environmental Assessors (REA). Supporting the professional consulting services, we have
in-house geotechnical and materials testing laboratories that are certified by Caltrans,
AASHTO, Division of State Architects (DSA), and City of Los Angeles.
Our local experience gives us an incomparable history and basis for understanding site
issues and constraints. We have successfully completed projects with complex geology
and constraints and won over 40 awards for engineering excellence. We have provided
professional services for many water infrastructure projects, including water tanks and
reservoirs, storm drains, storm channels, detention basins, sewer lines, potable water
and recycled water pipelines, desalination plants, and groundwater replenishment
facilities.
L eighton
R. Scott Foster, P.E.
Education
Principal
B.S., Civil Engineering, Lehigh
University, 1988
Scott Foster is the Principal and Owner of Scott Foster Engineering,
Experience
Inc. He has over 30 years of experience performing hydraulic
33 years
modeling and analysis of pipeline surges and transients for over 700
Professional Registrations
systems in both gravity and pressure pipeline systems, including
Professional Civil Engineer
water hammer and pipeline failure due to loss of power to pump
CA C50860
stations, turbine units, valve operations, and pipeline breaks
UT 5587955-2202
throughout the United States. He has extensive experience designing
WA 38053
surge control devices such as surge tanks, standpipes, vacuum relief
OR 67001PE
valves, surge relief and surge anticipator valves, and flywheels in
CO 45608
addition to developing flow control, pump station, and turbine
NV 17199
operation parameters to reduce the effects of pressure surges.
HI 10424
AZ 36737
As a recognized expert in the field, Mr. Foster has performed forensic
Tx 115203
analyses and field testing of systems related to pipeline failures and
GA PE036044
NC 52696
operational issues to identify the causes and recommend measures to
eliminate the problems. He has participated in multiple value
Professional Memberships
engineering studies requiring the review of surge analyses performed
ASCE
by other consultants using commercially available computer programs
AWWA
and verifying these results using programs different from those
employed in the analysis. He has served as an expert witness on water
hammer issues and conducted numerous presentations to private and
governmental agencies on water hammer and pressure surges.
Relevant Experience
Diamond Valley Lake/Inland Feeder, Riverside County, CA
Metropolitan Water District of Southern California
Scott was responsible for the hydraulic analyses and evaluation of the effects of pressure surges
associated with the operation of the system's twelve 175-cfs reverse pump/turbine units and associated
pressure control structure, together with the PC-1 pressure control structure for flows in excess of 1,100
cfs. He also performed hydraulic and pressure surge analyses and recommended surge protection
measures for up to an additional 400 cfs from the San Bernardino Valley Municipal Water District's
Redlands Pump Station pumping into the Inland Feeder for delivery to MWD and San Bernardino Valley
Municipal Water District facilities.
Allen McCulloch Pipeline/OC-88 Pump Station, Orange County, CA
Metropolitan Water District of Southern California The sudden failure of a 66-inch diameter PCCP
section of the Allen McCulloch Pipeline (AMP) led to a forensic analysis of the cause of the failure and
solutions to prevent a repeat event. As part of this project, MWD decided to direct connect the 150 cfs
OC-88 Pump Station to the AMP, necessitating a surge analysis to prevent the operation of the pump
station from adversely impacting the AMP. Scott performed a detailed hydraulic and pressure surge
analysis to determine the cause of the failure of the AMP. He recommended new valve operating times
to prevent maximum HGL elevations from exceeding the allowable during multiple system operations.
He then analyzed the surges created through the direct connection of the 150 cfs OC-88 pump station
and 55 cfs turbine facility and recommended the installation two 23 ft diameter pressurized spherical
SCOTT FOSTER ENGINEERING, INC. 1 of 3
surge tanks in addition to eight 12-inch diameter surge anticipator valves on the suction side of the
pump station to prevent overpressurization of the AMP.
As part of the project, analyses of the OC-88A pump station, the OC-82 pump station and 20 turnouts
were also performed. Recommended surge protection at OC-88A in the form of an approximately 600
ft3 surge tank and two 12-inch surge relief valves was installed and testing verified that maximum HGL
elevations in the AMP remained below the allowable. Flow control valve operating times were
determined at each turnout to prevent adverse pressure surges from propagating back into the AMP.
Baker Pipeline and Product Water Pump Station, Orange County, CA
Michael Baker International/Irvine Ranch Water District
Was Project Manager/Project Engineer for the surge analysis of the Baker Pipeline and pump station for
the delivery of up to 53 cfs from the Santiago Lateral and Irvine Lake Pipeline. The flow was able to be
delivered by gravity or though use of the Raw Water Pump Station to the WTP. Analyses involving the
Product Water Pump Station concentrated on the effect the pressure surges generated by the pump
station delivering 33 cfs would have on MWD's Allen McCulloch Pipeline (AMP) as well as to the South
County Pipeline. Due to maximum pressure constraints on the AMP, a pressurized surge tank as well as
a surge relief valve was recommended to be installed.
Orange County Groundwater Replenishment Project, Orange County, CA
Orange County Water District
Was Project Manager/Project Engineer for the surge analysis of many aspects of the GWR Project.
Surge analyses were performed for the reverse osmosis system including the Transfer Pump Station and
the RO Feed Pumps under two phases of development. Surge analyses were also performed for the
Barrier Pump Station and the effects of the surges generated on the Barrier Distribution system for flows
up to 71 mgd. Finally, surge analyses were performed for the Project Water Pump Station and the
Project Water Pipeline for four flow scenarios with a maximum of 192 mgd. Surge protection for the
systems ranged from recommending minimum pipeline pressure classes to the installation of multiple
surge tanks and vacuum relief valves.
Sepulveda Canyon Bypass Project, Los Angeles County, CA
Metropolitan Water District of Southern California
Project Manager/Project Engineer - Surge analysis modeling was performed for the entire Sepulveda
Feeder to determine the effects that sudden loss of load to the new turbine facility and the existing
Venice facility would have on the feeder. The analyses showed that due to the numerous possible
operating HGL conditions under which the system could operate, exceedance of the maximum allowable
HGL elevations for the feeder between the two facilities was possible. Additionally, it was shown that
the minimum HGL elevation would fall sufficiently far as to create a vacuum condition in the
downstream end of the Sepulveda Tunnel.
Lake Perris Bypass Facility Pump Station, Riverside County, CA
Metropolitan Water District of Southern California
Starting in 1991, Scott has performed multiple hydraulic and pressure surge analyses for Lake Perris Bypass
Facility Pump Station under many operating and supply conditions. The pump station has the capacity to
deliver up to approximately 250 cfs to the Mills Filtration Plant and/or Lake Perris, depending on the
source of flow. Flow can be provided to the pump station from Lake Perris, the Casa Loma/San Diego
Canal, or Diamond Valley Lake. Pipelines required for the modeling effort included the Inland Feeder,
Eastside Pipeline, Lakeview Pipeline, Lake Perris Bypass, Box Springs Feeder, and the Santa Ana Valley
SCOTT FOSTER ENGINEERING, INC. 2 of 3
Pipeline. Due to maximum pressure limitations on both the upstream and downstream sides of the
system, surge protection measures in the form of pressurized surge tanks have been recommended and
installed at the pump station. Additionally, the Bernasconi Tunnel was fitted with three 10-inch vacuum
relief valves to utilize the tunnel as a surge tank to prevent maximum pressures in the suction system from
exceeding allowable values. Testing performed by MWD verified the results of the modeling.
Bay Delta Conservation Plan, Northern California
Metropolitan Water District of Southern California
Scott performed hydraulic analyses to determine the feasibility of operating the proposed system under
two potential pump operation alternatives: the Modified Pipeline Tunnel Option (MPTO) and Clifton
Court Option (CCO). Under the MPTO, three 3000 cfs pump stations located at the upstream end of the
system would take flow directly from the Sacramento River and deliver it through two tunnels to the
Intermediate Forebay (IF) where it would then flow by gravity through two 40 ft diameter tunnels to the
Clifton Court Forebay. For the CCO, the flow would come from three locations on the Sacramento River
and flow by gravity through two tunnels to a junction structure where two 40 ft diameter tunnels would
deliver the flow to two 4500 cfs pump stations located adjacent to the CCF. The analyses highlighted
advantages and disadvantages of each, allowing MWD to use the information to assist them in
determining their preferred alternative.
Carlsbad Desalination Project Product Water PS and Conveyance Pipeline, San Diego County, CA
Tetra Tech/San Diego County Water Authority
The Product Water Pump Station consists of eight pumps that delivers up to 57 mgd of desalinated
water through the approximately 53,000 ft long, 54-inch Conveyance Pipeline to the San Diego County
Water Authority's Second Aqueduct. Scott performed hydraulic and pressure surge analyses for the
system under multiple head, friction, and flow conditions. The maximum and minimum allowable
pressures in pre -constructed segments of the pipeline required surge protection prepared by others to
be reevaluated. Scott determined that surge protection in the form of three 26,000 gallon pressurized
surge tanks were required to protect the system. Field testing showed the predicted results to be within
three percent or less of the field test results.
Additional Projects
Additional systems he as analyzed for MWD and surrounding agencies include the Rialto and Etiwanda
Pipelines/Etiwanda Power Plant, Greg Avenue Pressure Control Structure (PCS) and Power Plant, West
Valley Feeder No. 2, Calabasas Feeder, La Verne Pipeline, Yorba Linda Pipeline, East Valley Feeder, Santa
Monica Feeder, Box Springs Feeder, Bernasconi Tunnel, Lakeview Pipeline, Eastside Pipeline, Central
Feeder and Redlands/Texas Street Pump Station, Box Springs Feeder, Santa Ana Valley Pipeline, and Sar
Diego Pipelines 3 and 4.
SCOTT FOSTER ENGINEERING, INC. 3 of 3
EXHIBIT C
OTETRA TECH
January 13, 2022
Armando Fernandez, PE
Senior Civil Engineer
City of Santa Ana, Public Works Agency
215 South Center Street
Santa Ana, CA 92703
Reference: Fee Proposal to Provide Engineering Design Services for SA-2 Pressure Control
Station Relocation and Transmission Main Improvements — RFP No. 21-127
Dear Mr. Fernandez,
Tetra Tech is pleased to submit our fee proposal to provide engineering design services for SA-2
Pressure Control Station Relocation and Transmission Main Improvements. All work will be performed
on a time and material basis "not -to -exceed" the contract price and no additional compensation will be
received beyond the price negotiated to be performed unless changes are approved in advance by an
amendment to our contract signed by the City of Santa Ana (City).
Attached is the City's Exhibit A, our fee proposal with a breakdown of labor hours by employee billing
classification together with the cost of non -labor services, and our Hourly Charge Rate Schedule.
The following is a summary of our Fee Proposal:
Exhibit A Total without Envision: $672,500
Envision Fee: 67,500
TOTAL: $740,000
Optional Task — EIR $90, 000
Per Request for Proposal requirements, our proposal shall remain valid for 120 days after the date of
submission. Thank you for considering our proposal, we look forward to the opportunity to work with
you. Should you require additional information or have any questions, please feel contact me at
949/809-5156 or via email at tom.epperson@tetratech.com.
Resp tfully,
Tom Ep e son, PE
Vice President
TLE/de
Attachments
M:\Marketing\Proposals\FY 2021\Santa Ana_SA-2 Pressure Control Station Relocation
17885 Von Karman Avenue, Suite 500, Irvine, CA 92614-5227
Tel 949.809.5000 Fax 949.809.5010 tetratech.com
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
EXHIBIT A
FEE PROPOSAL, including hourly rates
Certification - I certify that I have read, understand and agree to the terms and
conditions of this Request for Proposal. I have examined the Scope of Services
(Attachment 1). 1 am familiar with all the existing conditions and limitation that may
impact work requests. I understand/and agree that I am responsible for reporting
any errors, omissions or dis7/t
i to the City for clarification prior to the
submission of my proposal. e President, Tetra Tech, Inc.
Proposer's fee proposal shall be su mitted concurrently with the technical
proposal, but in a separate file, clearly labeled as "Fee Proposal." This shall
include the firm's Standard Hourly Fee Schedule with positions and fees and
a Project Fee Schedule as listed below. All services performed by the
consultant not specifically captured by the unit prices listed shall be
compensated on a time and material basis:
TO: CITY COUNCIL OF THE CITY OF SANTA ANA
FROM: Tetra Tech, Inc.
Item
Description
Unit
Estimated
Unit Price
Total
Quantity
1.
Meetings
EA
10
$ 1,000
$ 10,000
2a.
Preliminary Design
EA
1
$207,900
$207,900
Report (PDR)
2b.
Envision Support
LS
1
$ 9,450
$ 9,450
3.
Controls System
EA
1
$ 32,000
$ 32,000
Design
4.
Energy Design
LS
1
$ 30,000
$ 30,000
5.
Transient Analysis
LS
1
$ 36,850
$ 36,850
(Optional)
6.
Design of Distribution
LS
1
$ 18,000
$ 18,000
Main (Optional)
7a.
Final Plans,
EA
1
$200,000
$200,000
Specifications and
Estimates (PS&E)
7b•
Envision Support
LS
1
$ 37,800
$ 37,800
8a.
Bidding and
LS
1
$102,750
$ 102,750
Construction Phase
Support Services
8b.
Envision Support
LS
1
$ 20,250
$ 20,250
CITY OF SANTA ANA
RFP NO.: 21-127
SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN
IMPROVEMENTS
9.
Commissioning,
LS
1
$ 15,400
$ 15,400
O&MM Training and
Reports
10.
Operation and
LS
1
$ 7,600
$ 7,600
Maintenance Manual
(O&MM)
11.
As-Builts
LS
1
$ 12,000
$ 12,000
TOTAL
$ 740,000
Items listed above shall be accompanied by an hourly breakdown at a minimum.
Fee Proposal
Price Summary / Totals
Task Pricing Totals
830,000
Slot-2 Pressure Control Station Relocation and
Transmission Main Improvements
Specify Add'I Fees on Setup
0
Technology Use Fee
Civil/Mech
Civil/Mech
Civil/Mech
Civil/Mech
Civil/Mech
Civil/Mech
Civil/Mech
Civil/Mech
Civil/Mech
Civil/Mech
Electrical
Electrical
Electrical
Structures
Structures
Structures
Structures
Traffic
Site
Site
Site
Survey
Survey
Survey
Survey
Rendering
Total Price
830,000
Submitted to: City of Santa Ana (Attn: Armando Fernandez, PE)
Contract Type: T&M
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Pricing by Resource
Labor
Rate Esc.
Labor
Subs
oDcs
Task Pricing
Totals
Project Phases I Tasks
Total
Labor Hrs
3,627
100
138
36
270
202
114
252
232
574
31
190
432
320
38
38
83
73
20
24
76
250
10
40
20
34
30
0.00%
631,110
195,615
3,275
830,000
SA-2 Pressure Control Station and TM Improvements
3,627
100
138
36
270
202
114
252
232
574
31
190
432
320
38
38
83
73
20
24
76
250
10
40
20
34
30
631,110
195,615
3,275
830,000
Task 1: Project Admin and Coordination
204
20
62
-
8
10
10
16
16
-
2
16
24
16
2
-
2
-
-
-
-
-
-
-
-
43,780
-
220
44,000
Meetings (10)
40
8
10
2
2
2
8
8
9,980
20
10,000
Project Management (12 months)
40
4
36
11,080
11,080
Santa Ana and Property Owner Coordination
70
6
12
s
8
16
16
z
z
12,880
ao
12,920
MWD and SCE Coordination
54
2
4
8
8
16
16
9,840
160
10,000
Task 2: As Built and Utility Research
210
-
-
2
12
-
4
40
40
4
-
-
-
-
4
10
40
20
34
37,870
530
38,400
As Built and Utility Research
22
4
8
R
2
2,720
300
3,020
Topographic and Design Survey
59
2
1
4
16
12
24
14,710
14,710
Boundary Survey
51
2
1
6
24
8
10
10,290
10,290
Pothole Plan, Permits and Managing Contractor
56
8
24
24
7,200
230
7,430
Pothole Traffic Control Plans
zz
z
8
a
a
2,950
2,950
Task 3: Geotechnical Recommendations
23
2
4
-
8
1
2
2
4
3,490
24,035
75
27,600
Geotechnical Report
9
2
2
1
2
2
1,580
24,035
25,615
Geotech Traffic Control Plans
14
2
R
a
1,910
75
1,985
Task 4: Operational Design Standard and Criteria
146
14
16
-
16
12
-
-
-
28
36
24
-
-
-
-
-
30,400
-
-
30,400
Determine Design Standards and Criteria
78
2
4
4
4
16
24
24
14,320
14,320
Workshops (8 workshops - 3 hours each)
68
12
12
12
8
12
12
16,080
16,080
Task 5: Basis of Design
826
18
28
6
52
44
8
56
58
140
6
44
42
128
6
3
10
8
4
24
76
35
30
136,250
77,855
295
214,400
SA-2 Piping and Site Improvements
18
2
4
8
4
2,840
2,840
SA-2 Building or Vault
56
2
6
12
24
4
2
6
8,290
8,290
3D Renderings
32
2
30
4,830
4,830
Hydro -Turbine Design
16
2
6
8
2,710
2,710
Preliminary Electrical and Control Design
72
16
16
40
11,880
11,880
Battery Storage Evaluation
34
8
8
18
5,710
5,710
Power Connection and Communication - Walnut
56
16
10
30
9,830
9,830
Hydraulic Analysis
22
2
4
8
8
3,660
3,660
Transient Analysis (Optional)
7
2
4
1
970
35,880
36,850
Preliminary Pipeline Alignment and Bypass
22
2
4
8
a
3,300
3,300
Additional Piping (Optional)
22
2
a
8
a
3,300
3,300
Preliminary Site Plan
14
2
4
8
1,770
1,770
Traffic Management Plan and Traffic Control
14
2
8
4
2,030
2,030
Permits and Construction Costs
24
2
a
4
6
4
4
4,450
4,450
WQMP
102
2
24
76
18,150
18,150
Envision
35
35
9,450
9,450
Initial Study and MND
-
41,975
41,975
Basis of Design Report
69
4
24
4
16
16
5
15,080
165
15,245
30% Drawings
211
2
8
8
16
30
80
4
8
40
2
1
4
8
28,000
130
28,130
Tasks 6, 7 and 8: PS&E Submittal (60%, 90% and Final)
1,399
2
12
30
78
58
4
140
94
292
12
52
178
152
22
11
51
63
8
140
226,300
-
900
227,200
DOW Waiver Request
36
6
a
16
R
2
4,930
4,930
General Sheets (6)
72
4
6
12
6
36
8
9,450
9,450
Existing SA-2 Demolition (2)
30
2
4
8
16
4,220
4,220
SA-2 Site and Piping Plans (9)
146
4
20
50
72
19,440
19,440
High Pressure Plan and Profile (4)
70
2
12
24
32
9,460
9,460
Optional Additional Piping Plan and Profile (3)
52
2
8
18
24
7,100
7,100
Walnut PS and Reservoir Bypass Plans (3)
56
2
12
18
24
7,760
7,760
Piping and Connection Details (4)
58
2
8
16
32
7,760
7,760
SA-2 Mechanical Plans (5)
90
4
16
30
40
12,500
12,500
Battery Plans and Details
22
2
4
8
8
3,300
3,300
Structural Plans (6)
119
14
10
32
63
19,590
19,590
SA-2 Electrical and Control Plans (11)
200
20
80
100
29,600
29,600
Hydro -generator Electrical and Controls (4)
70
8
30
32
10,620
10,620
Battery Plans (2)
32
4
12
16
4,860
4,860
Specifications
80
z
s
8
s
8
8
s
12
6
12
16,580
16,580
Costs and Schedule
48
2
4
4
8
8
4
4
4
2
1
7
8,030
8,030
Coordination with Control System Design
48
8
40
8,440
8,440
Processing (60%, 90%, Final) including Matrix
30
a
6
6
6
6
2
4,860
900
5,760
Envision
140
140
37,800
37,800
Task 9: Bidding & Construction Phase Services
573
32
12
84
54
68
28
16
10
2
38
104
6
24
18
2
75
112,880
9,775
345
123,000
Addenda Preparation (2 Addenda)
34
4
8
8
8
a
2
6,860
6,860
Pre -construction & construction Kick-off meeting
8
a
4
1,780
44
1,824
RFIs (25 with 10 sketches)
66
4
12
12
16
6
2
6
2
4
2
11,580
11,580
Site visits (20 hours)
20
8
2
4
2
4
3,570
152
3,722
0&M Manual
28
4
4
12
8
3,920
3,920
Requests for Change Orders (10)
120
20
40
16
30
4
10
26,460
26,460
Factory and Site Acceptance Testing
32
8
24
6,040
9,775
149
15,964
Shop Drawings (60 total: 20 resubmittals)
190
4
60
30
16
8
10
40
2
10
10
32,420
32,420
Envision
75
75
20,250
20,250
Task 10: As -Built Preparation
100
-
-
-
-
8
8
84
-
-
-
-
11,740
-
260
12,000
As -Built Drawings
68
4
4
60
7,940
260
8,200
MicroStation Conversion
32
4
4
24
3,800
3,800
Task 11: Commissioning
80
8
-
8
16
-
-
-
8
40
-
-
15,280
120
15,400
Start-up and Commissioning (80 hours)
80
8
8
16
8
40
15,280
120
15,400
Task 12: Operations and Maintenance Manual
38
2
4
-
12
-
8
-
-
-
-
4
8
-
-
-
-
-
-
-
-
-
-
-
-
7,560
-
40
7,600
Operational Site Manual & Operating Procedures
38
2
a
12
s
a
8
7,560
40
7,600
Task 13: Additional Work
28
4
4
8
8
-
-
-
-
4
-
-
-
-
-
-
5,560
830950
490
90,000
EIR (Optional Item)
28
4
4
8
8
4
5,560
83,950
490
90,000
Totalsl
3,627
100
1 138
1 36
1 270
1 202
1 114
252
232
1 574
1 311
190
1 432
1 320
1 38
1 38
83
73
20
1 24
76
250
10
40
20
34
30
0.00%
631 110
195,615
3,275
330 000
Tetra Tech - Confidential and Proprietary Page 1 of 1 Printed 1/12/2022
TETRATECH
2022
HOURLY CHARGE RATE AND EXPENSE REIMBURSEMENT SCHEDULE
Project Management
Project Manager 1
Project Manager 2
Sr Project Manager
Program Manager
Principal in Charge
Engineers
Engineering Technician
Engineer 1
Engineer 2
Engineer 3
Project Engineer 1
Project Coordinator
Project Engineer 2
Sr Engineer 1
Sr Engineer 2
Sr Engineer 3
Principal Engineer
Planners
Planner 1
Planner 2
Sr Planner 1
Sr Planner 2
Sr Planner 3
Designers & Technicians
CAD Technician 1
CAD Technician 2
CAD Technician 3
CAD Designer
Sr CAD Designer 1
Sr CAD Designer 2
CAD Director
Survey Tech 1
Health & Safety
H&S Administrator
Sr H&S Administrator
H&S Manager
Construction
$220.00
Construction Project Rep 1
$270.00
Construction Project Rep 2
$305.00
Sr Constr Project Rep 1
$340.00
Sr Constr Project Rep 2
$340.00
Construction Manager 1
Construction Manager 2
Construction Director
$37.00
$96.00
$115.00
$130.00
$150.00
$165.00
$165.00
$175.00
$185.00
$210.00
$300.00
$104.00
$115.00
$125.00
$151.00
$175.00
$65.00
$75.00
$90.00
$105.00
$125.00
$150.00
$155.00
$50.00
$95.00
$115.00
$145.00
General & Administrative
Project Assistant 1
Project Assistant 2
Project Administrator
Sr Project Administrator
Graphic Artist
Technical Writer 1
Technical Writer 2
Sr Technical Writer
Information Technology
Systems Analyst / Programmer 1
Systems Analyst / Programmer 2
Sr Sys Analyst / Programmer 1
Sr Systems Analyst / Programmer 2
Project Accounting
Project Analyst 1
Project Analyst 2
Sr Project Analyst
$80.00
$90.00
$105.00
$120.00
$170.00
$190.00
$235.00
$67.00
$75.00
$95.00
$120.00
$130.00
$97.00
$124.00
$155.00
$77.00
$115.00
$130.00
$196.00
$90.00
$114.00
$155.00
Reimbursable In -House Costs:
Photo Copies (B&W 8.5"x11")
$ 0.15/Each
Photo Copies (B&W 11"x17")
$ 0.40/Each
Color Copies (up to 8.5"x11")
$ 2.00/Each
Color Copies (to 11" x17")
$ 3.00/Each
Compact Discs
$10/each
Large format copies
$0.40 S.F.
Mileage -Company Vehicle
$0.80/mile
Mileage-POV
$0.55/mile*
*current GSA POV mileage rate subject
to change
All other direct costs, such as production, special photography, postage, delivery services, overnight mail, printing
and any other services performed by subcontractor will be billed at cost plus 10%.
NOTE: Rates subject to change annually.
EXHIBIT 2
PROJECT TITLE:
SA-2 Vault Improvements
PROJECT CATEGORY:
Utility/Drainage/Lighting
Improvements
Municipal Facilities
LOCATION MAP /A
CITY OF SANTA ANA FY 21/22CIP
CAPITAL IMPROVEMENT PROJECT WORKSHEET
PROJECT DESCRIPTION:
This project will replace the existing vault and mechanical, electrical,
instrumentation and controls systems.
PROJECT NEED:
Replacement of this water connection will ensure system reliability and
availability to the City's customers.
PROJECT COSTS FY 21/22 FY 22/23 FY 23124 FY 24125 FY 25126 FY 26/27 FY 27/28
Engineering 830,000 - - - - - -
Right -Of -Way -
TOTAL 830,000 - -
SOURCE OF FUNDS FY 21/22 FY 22/23 FY 23/24 FY 24/25 FY 25/26 FY 26/27 FY 27/28
WATER CAPITAL 830,000 - - - - - -
TOTAL 830,000 - -
AGENCY: DIVISION: CONTACT: DATE:
Public Works Water Resources Armando Fernandez, Senior Civil Engineer 25-Apr-2022