Lathrop City Council
February 9, 2026

ITEM 4. 15

CITY MANAGER' SREPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: CREATE CIP WW 26-2 'O' STREET PUMP STATION

UPGRADE, APPROVE PROFESSIONAL SERVICES
AGREEMENT WITH FREYER & LAURETA, INC., AND

APPROVE BUDGET AMENDMENT
RECOMMENDATION: Adopt Resolution to Create CIP WW 26-2' O' Street Pump Station Upgrade, Approve a Professional
Services Agreement with Freyer & Laureta, Inc., and
Approve Budget Amendment
SUMMARY:

Upgrades to the O Street Pump Station are needed to address an existing deficiency where gravity mains upstream of the pump station are surcharging with wastewater due to its shallow wet well. City staff request that City Council create a new Capital Improvement Project ( CIP) WW 26-2 'O' Street Pump Station Upgrade. The ' O' Street Pump Station Upgrade Project replaces the existing pump station with a new pump station to be installed at a corner of Lathrop Elementary School located across the street from the current pump station.

Staff also request City Council approve an initial budget allocation for the project by transferring $ 435, 000 from the Wastewater Connection Fee Fund 6030 to the new CIP WW 26-2 through the approval of a budget amendment.

Furthermore, staff requests the City Council approve the attached Professional Services Agreement ( PSA) with Freyer & Laureta, Inc., in the amount of $ 362, 000 for tasks under their proposal to provide engineering services needed to support the design and construction of the ' O' Street Pump Station Upgrade, CIP WW 26-2.

BACKGROUND:

This project is recommended by the City' s
Wastewater Master Plan to address an
existing deficiency with surcharging of at least 2, 060 feet of gravity mains upstream of the ' O' Street Pump Station due to the shallow wet well at the pump station. The O' Street Pump Station Upgrade Project replaces the existing pump station with a new pump station installed at a corner of the Lathrop Elementary School located across the street from the current ' O' Street Pump Station. The new ' O' Street Pump Station will connect to existing gravity mains and force mains on ' O' Street.

On November 14, 2025, staff issued a Request for Proposals ( RFP) for professional engineering consulting services to provide design services for the project. Seven proposals were received by the December 12, 2025 deadline. After evaluating and ranking the proposals, staff determined Freyer & Laureta, Inc., is the most qualified consultant for the City' s needs on this project.

CITY MANAGER' S REPORT PAGE 2
FEBRUARY 9, 2026, CITY COUNCIL REGULAR MEETING
CREATE CIP WW 26-2 'O' STREET PUMP STATION UPGRADE, APPROVE PROFESSIONAL SERVICES AGREEMENT WITH FREYER & LAURETA, INC., AND

APPROVE BUDGET AMENDMENT
Staff recommend that Council approve a professional services agreement with Freyer Laureta, Inc., to provide professional engineering services for the project.

REASON FOR RECOMMENDATION:

Staff requests that the City Council create CIP WW 26-2 '0' Street Pump Station Upgrade with an initial budget of $435, 000 through transfer of funds from Fund 6030 to the new CIP WW 26-2. Additionally, staff requests approval of a PSA with Freyer Laureta, Inc., in the amount of $ 362, 000 to complete tasks needed to complete the project design, permitting and bidding assistance.

FISCAL IMPACT:

The cost of the Professional Services Agreement with Freyer & Laureta, Inc., is 362, 000. Staff requests that City Council approve the following proposed budget amendment to transfer $ 435, 000 from the Wastewater Connection Fee Fund 6030 into the new CIP WW 26-2:

Increase Transfer Out
6030- 9900-90- 9- 1 $ 435, 000
Increase Transfer In
6090- 900- 393- 00- CIP WW 26-2 $ 435, 000
Increase Appropriation
6090- 8- 00- 420- 84- 00 CIP WW 26-2 $ 435, 000
ATTACHMENTS:

A. Resolution to Create CIP WW 26-2 '0' Street Pump Station Upgrade, Approve a Professional Services Agreement with Freyer & Laureta, Inc., and Approve Budget Amendment
B. Professional Services Agreement with Freyer & Laureta, Inc., for Engineering Design Services for the WW 26-2 '0' Street Pump Station Upgrade CITY MANAGER' S REPORT PAGE 3
FEBRUARY 9, 2026, CITY COUNCIL REGULAR MEETING
CREATE CIP WW 26-2 'O' STREET PUMP STATION UPGRADE, APPROVE PROFESSIONAL SERVICES AGREEMENT WITH FREYER & LAURETA, INC., AND

APPROVE BUDGET AMENDMENT

APPROVALS
4// toZd
Greg G. son Date
Senior Civil Engineer
Brad aylor
City ngineer
Cari Ja s
Financ Director
Date
1/6/ 907, 6
Date
I/Z8/dZb
Thomas Hedegard Date
Deputy City Manager
Michael King Date
Assistant City Manager
z8 • zoz. c.

Z.7- X2- 6
Salvador Navarrete Date
City Attorney
2' t.•7.[ O
Ste en J. Salvatore Date
City Manager
RESOLUTION NO. 26 -

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO CREATE CIP WW 26-2 'O' STREET PUMP STATION UPGRADE, APPROVE A
PROFSSIONAL SERVICES AGREEMENT WITH FREYER & LAURETA INC., AND

APPROVE BUDGET AMENDMENT
WHEREAS, upgrades to the ' O' Street Pump Station are needed to address an existing deficiency where gravity mains upstream of the pump station are surcharging with wastewater due to its shallow wet well; and
WHEREAS, on November 14, 2025, staff issued a Request for Proposals ( RFP) for professional engineering consulting services to provide design services for the project; and
WHEREAS, seven proposals were received by the December 12, 2025 deadline, and after evaluating and ranking the proposals, staff determined Freyer & Laureta, Inc., is the most qualified consultant for the City' s needs on this project; and
WHEREAS, staff requests that City Council create a new Capital Improvement Project ( CIP) for the WW 26-2 'O' Street Pump Station Upgrade; and WHEREAS, staff also requests City Council approve an initial budget allocation for the project by transferring $ 435, 000from the Wastewater Connection Fee Fund 6030 to the new CIP WW 26-2 through the approval of a budget amendment; and
WHEREAS, staff requests that Council approve a professional services agreement with Freyer & Laureta, Inc., to provide professional engineering services needed to support the project.

NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Lathrop does hereby create the ' O' Street Pump Station Upgrade, CIP WW 26-2; and NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a budget amendment to transfer $ 435, 000 from the Wastewater Connection Fee Fund 6030 into the new CIP WW 26-2 as follows:

Increase Transfer Out
6030- 9900-90- 9- 1 $ 435, 000
Increase Transfer In
6090- 900- 393- 00- CIP WW 26-2 $ 435, 000
Increase Appropriation
6090- 8- 00- 420- 84- 00 CIP WW 26-2 $ 435, 000
and
NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a Professional Services Agreement with Freyer & Laureta in the amount of $ 362, 000 for engineering services needed to support the design and construction of the ' 0' Street Pump Station Upgrade, CIP WW 26-2.

The foregoing resolution was passed and adopted this 9th day of February 2026, by the following vote of the City Council, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney

ATTACHMENT B'

CITY OF LATHROP
AGREEMENT FOR PROFESSIONAL SERVICES WITH FREYER & LAURETA, INC.

TO PROVIDE PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
THIS AGREEMENT, dated for convenience this 9th day of February, 2026, is by and between Freyer & Laureta, Inc. ("CONSULTANT") and the City of Lathrop, a California municipal corporation (" CITY");
RECITALS:

WHEREAS, CONSULTANT is specially trained, experienced, and competent to perform Professional Engineering Consulting Services, which are required by this agreement; and WHEREAS, CITY selected the CONSULTANT pursuant to said qualifications; and WHEREAS, CONSULTANT is willing to render such Professional Engineering Consulting Services, as hereinafter defined, on the following terms and conditions; NOW, THEREFORE, CONSULTANT and the CITY agree as follows:

AGREEMENT
1) Scope of Service
CONSULTANT agrees to perform Professional Services in accordance with the scope of work and fee proposal provided by CONSULTANT, attached hereto as Exhibit " A" and incorporated herein by reference. CONSULTANT represents it is prepared to and can diligently perform these services in accordance with the upmost standards of its profession and to CITY' Ssatisfaction. The fee proposal shall include all reimbursable costs required for the performance of the Scope of Services. Payment of additional reimbursable costs considered to be over and above those inherent in the original Scope of Services shall be approved of in advance and in writing, by the CITY.
2) Compensation
CITY hereby agrees to pay CONSULTANT a sum not to exceed $ 362, 000 for the Professional Engineering Consulting Services set forth in Exhibit "A". CONSULTANT shall be paid any uncontested sum due and payable within thirty ( 30) days of receipt of billings containing all information pursuant to Paragraph 5 below. Compensation for any task must be equal to or less than the percentage of task complete. In no event shall CONSULTANT be entitled to compensation for work not included in Exhibit " A", unless a written change order or authorization describing the extra work and payment terms has been executed by CITY' s authorized representative prior to the commencement of the work. Payment is made based on a time and materials basis. 3) Effective Date and Term
CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
The effective date of this Agreement is February 9, 2026, and it shall terminate no later than June 30, 2028.
4) Independent Contractor Status
It is expressly understood and agreed by both parties that CONSULTANT, while engaged in carrying out and complying with any of the terms and conditions of this Agreement, is an independent contractor and not an employee of the CITY. As an independent contractor, CONSULTANT is responsible for controlling the means and methods to complete the scope of work described in Exhibit " A" to City' ssatisfaction. CONSULTANT expressly warrants not to represent, at any time or in any manner, that CONSULTANT is an employee of the CITY.
5) Billings
CONSULTANT shall submit invoices for completed work on a monthly basis, or as otherwise agreed, providing without limitation, details as to amount of hours, individual performing said work, hourly rate, and indicating to what aspect of the Scope of Services said work is attributable. CONSULTANT' Sbills shall include a list of all tasks, a total amount due, the amounts previously billed, and the net amount due on the invoice. Except as specifically authorized by CITY, CONSULTANT shall not bill CITY for duplicate services performed by more than one person. In no event shall CONSULTANT submit any billing for an amount in excess of the rates or the maximum amount of compensation provided in section ( 2) for either task or for the entire Agreement, unless modified by a properly executed change order.
6) Advice and Status Reporting
CONSULTANT shall provide the CITY with timely reports, orally or in writing, of all significant developments arising during performance of its services hereunder, and shall furnish to CITY such information as is necessary to enable CITY to monitor the performance of this Agreement.

CONSULTANT shall submit to CITY such reports, diagrams, drawings and other work products developed pursuant to the Scope of Services.
7) Assignment of Personnel
CONSULTANT acknowledges that the CITY has relied on CONSULTANT' s capabilities
and on the qualifications of CONSULTANT' sprincipals and staff as identified in its proposal to CITY. The services shall be performed by, or under the direct supervision, of CONSULTANT' sAuthorized Representative: Jeffrey Tarantino, PE. CITY shall be notified by CONSULTANT of any change of its Authorized Representative, and CITY is granted the right of approval of all original, additional, and replacement personnel at CITY' s sole discretion, and shall be notified by CONSULTANT of any changes of CONSULTANT' sproject staff prior to any change.

CONSULTANT shall assign only competent personnel to perform services pursuant to this Agreement. If CITY asks CONSULTANT to remove a person assigned to the work called for under this Agreement, CONSULTANT agrees to do so immediately, without requiring the City to process a reason or explanation for its request.

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
8) Assignment and Subcontracting
It is recognized by the parties hereto that a substantial inducement to CITY for entering into this Agreement was, and is, the professional reputation and competence of CONSULTANT. Neither this Agreement nor any interest therein may be assigned by CONSULTANT without the prior written approval of CITY' Sauthorized representative.

CONSULTANT shall not subcontract any portion of the performance contemplated and provided for herein, other than the subcontractors noted in the proposal, without prior written approval of the CITY' Sauthorized representative. 9) Insurance
On or before beginning any of the services or work called for by any term of this Agreement, CONSULTANT, at its own cost and expense, shall carry, maintain for the duration of the Agreement, and provide proof thereof that is acceptable to the CITY the insurance specified in subsections ( a) through (c) below with insurers and under forms of insurance satisfactory in all respects to the CITY. CONSULTANT shall not allow any subcontractor to commence work on any subcontract until all insurance required of the CONSULTANT has also been obtained for the subcontractor. Verification of this insurance shall be submitted and made part of this Agreement prior to execution. a) Workers' Compensation. CONSULTANT shall, at CONSULTANT' Ssole cost and expense, maintain Statutory Workers' Compensation Insurance and Employer' s Liability Insurance for any and all persons employed directly or indirectly by CONSULTANT. Said Statutory Workers' Compensation Insurance and Employer' s Liability Insurance shall be provided with limits of not less than one million dollars ($ 1, 000,0). In the alternative, CONSULTANT may rely on a self- insurance program to meet these requirements provided that the program of self- insurance complies fully with the provisions of the California Labor Code. The insurer, if insurance is provided, or the CONSULTANT, if a program of self- insurance is provided, shall waive all rights of subrogation against the CITY for loss arising from work performed under this Agreement.
b) Commercial General Insurance. CONSULTANT, at CONSULTANT' Sown cost and expense, shall maintain commercial general liability insurance for the period covered by this Agreement in an amount not less than two million dollars ($ 2, 000,00) per occurrence, four million dollars ($ 4, 000,0) general aggregate, and two million dollars ($ 2, 000,00) products and completed operations aggregate for risks associated with the work contemplated by this Agreement. The general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement.

Coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 00 01.

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
Each of the following shall be included in the insurance coverage or added as an endorsement to the policy:
i) CITY, its officers, employees, agents, and volunteers are to be covered as additional insureds with respect to each of the following:
liability arising out of activities performed by or on behalf of CONSULTANT, including the insider' s general supervision of CONSULTANT; products and completed operations of
CONSULTANT; premises owned, occupied or used by
CONSULTANT. The coverage shall contain no special limitations on the scope of protection afforded to CITY, its officers, employees, agents, or volunteers.
ii) The insurance shall cover on an occurrence or an accident basis, and not on a claim made basis.
iii) An endorsement must state that coverage is primary insurance and that no other insurance affected by the CITY will be called upon to contribute to a loss under the coverage.
iv) Coverage shall allow and be endorsed to include a waiver of subrogation in favor of the CITY, its officers, employees, agents, and volunteers.
v) Any failure of CONSULTANT to comply with reporting provisions of the policy shall not affect coverage provided to CITY and its officers, employees, agents, and volunteers.
vi) Insurance is to be placed with California -admitted insurers with a Best' srating of no less than A: VII.
vii) Notice of cancellation or non - renewal must be received by CITY at least thirty days prior to such change.
c) Automobile Liability Insurance. Coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 00 01 with coverage for owned, hired, and non - owned automobiles Code 1 ( any auto) with a limit of not less than one million dollars ($ 1, 000,0) per accident.

Each of the following shall be included in the insurance coverage or added as an endorsement to the policy:
i)
ii)
CITY, its officers, employees, agents, and volunteers are to be covered as additional insureds.

Coverage shall allow and be endorsed to include a waiver of subrogation in favor of the CITY, its officers, employees, agents, and volunteers. d) Professional Liability. CONSULTANT, at CONSULTANT' Sown cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing work pursuant to this Agreement in an amount not less than Two Million Dollars ($ 2, 000,00) per claim made and per policy aggregate covering

CITY OF LATHROP i
FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
the licensed professionals' errors and omissions, as follows:
i) Any deductible or self -insured retention shall not exceed $ 150, 00 per claim.
ii) Notice of cancellation, material change, or non -renewal must be received by the CITY at least thirty days prior to such change shall be included in the coverage or added as an endorsement to the policy.
iii) The policy must contain a cross liability or severability of interest clause.
iv) The following provisions shall apply if the professional liability coverages are written on a claims made form:

1. The retroactive date of the policy must be shown and must be before the date of the Agreement.

2. Insurance must be maintained and evidence of insurance must be provided for at least five years after completion of the Agreement or the work, so long as commercially
available at reasonable rates.

3. If coverage is canceled or not renewed and it is not replaced with another claims made policy form with a retroactive date that precedes the date of this Agreement, CONSULTANT
must provide extended reporting coverage for a minimum of five ( 5) years after completion of the Agreement or the work.

The CITY shall have the right to exercise at the
CONSULTANT' Scost, any extended reporting provisions of the policy should the CONSULTANT cancel or not renew
the coverage.

4. A copy of the claim reporting requirements must be
submitted to the CITY prior to the commencement of any
work under this Agreement.
e) Deductibles and Self -Insured Retentions. CONSULTANT shall disclose the self -insured retentions and deductibles before beginning any of the services or work called for by any term of this Agreement. During the period covered by this Agreement, upon express written authorization of the CITY' s authorized representative, CONSULTANT may increase such deductibles or self -insured retentions with respect to CITY, its officers, employees, agents, and volunteers. The CITY' sauthorized representative may condition approval of an increase in deductible or self -insured retention levels upon a requirement that CONSULTANT procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them.
f) Notice of Reduction in Coverage. In the event that any coverage required under subsections ( a), (b), or (c) of this section of the Agreement is reduced, limited, or materially

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
affected in any other manner, CONSULTANT shall provide written notice to CITY at CONSULTANT' Searliest possible opportunity and in no case later than five days after CONSULTANT is notified of the change in coverage.
g) In addition to any other remedies CITY may have if CONSULTANT fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, CITY may, at its sole option:
i) Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement;
ii) Order CONSULTANT to stop work under this Agreement or withhold any payment which becomes due to CONSULTANT
hereunder, or both stop work and withhold any payment, until CONSULTANT demonstrates compliance with the requirements hereof;
iii) Terminate this Agreement.

Exercise of any of the above remedies, however, is an alternative to other remedies CITY may have and is not the exclusive remedy for CONSULTANT' Sbreach.
10) Indemnification - CONSULTANT' SResponsibility
As to the CONSULTANT' Swork hereunder, it is understood and agreed that ( a) CONSULTANT has the professional skills necessary to perform the work, (b) CITY relies upon the professional skills of CONSULTANT to perform the work in a skillful and professional manner, and ( c) CONSULTANT thus agrees to so perform.

Acceptance by CITY of the work performed under this Agreement does not operate as a release of said CONSULTANT from such professional responsibility for the work performed. It is further understood and agreed that CONSULTANT is apprised of the scope of the work to be performed under this Agreement and CONSULTANT agrees that said work can and shall be performed in a fully competent manner in accordance with the standard of care applicable to CONSULTANT' Sprofession.

CONSULTANT shall indemnify, defend, and hold CITY, its officers, employees, agents, and volunteers harmless from and against any and all liability, claims, suits, actions, damages, and causes of action arising out of any personal injury, bodily injury, loss of life, or damage to property, or any violation of any federal, state, or municipal law or ordinance, to the extent caused by the willful misconduct or negligent acts or omissions of CONSULTANT, its employees, subcontractors, or agents, or on account of the performance or character of this work, except for any such claim arising out of the negligence or willful misconduct of the CITY, its officers, employees, agents, or volunteers.

It is understood that the duty of CONSULTANT to indemnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code. Acceptance of insurance certificates and endorsements required under this Agreement does not relieve CONSULTANT from liability under this indemnification and hold harmless clause.

This indemnification and hold harmless clause shall apply whether or not such insurance

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
policies shall have been determined to be applicable to any of such damages or claims for damages.
11) Licenses
If a license of any kind, which term is intended to include evidence of registration, is required of CONSULTANT, its employees, agents, or subcontractors by federal or state law, CONSULTANT warrants that such license has been obtained, is valid and in good standing, and CONSULTANT shall keep it in effect at all times during the term of this Agreement, and that any applicable bond has been posted in accordance with all applicable laws and regulations.
12) Business Licenses
CONSULTANT shall obtain and maintain a CITY of Lathrop Business License until all Agreement services are rendered and accepted by the CITY. 13) Termination
Either CITY or CONSULTANT may cancel this Agreement upon 30 days written notification to the other party. Upon termination, or completion of services under this Agreement, all information collected, work product and documents shall be delivered by CONSULTANT to CITY within ten ( 10) calendar days.
14) Funding
CONSULTANT agrees and understands that renewal of this agreement in subsequent years is contingent upon action by the City Council consistent with the appropriations limits of Article XIII ( B) of the California Constitution and that the Council may determine not to fund this agreement in subsequent years.
15) Notices
All contracts, appointments, approvals, authorizations, claims, demands, Change Orders, consents, designations, notices, offers, requests and statements given by either party to the other shall be in writing and shall be sufficiently given and served upon the other party if ( 1) personally served, (2) sent by the United States mail, postage prepaid, ( 3) sent by private express delivery service, or ( 4) in the case of a facsimile transmission, if sent to the telephone FAX number set forth below during regular business hours of the receiving party and followed with two ( 2) Days by delivery of a hard copy of the material sent by facsimile transmission. Personal service shall include, without limitation, service by delivery and service by facsimile transmission.

To City: City of Lathrop
City Clerk
390 Towne Centre
Lathrop, CA 95330
Copy to: City of Lathrop
Department of Public Works

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
390 Towne Centre
Lathrop, CA 95330
MAIN: ( 209) 941- 7430
FAX: ( 209) 941- 7449
To Consultant:
16) Miscellaneous
Freyer & Laureta, Inc.
20863 Stevens Creek Blvd., Suite 275
Cupertino, CA 95014
a) Consent. Whenever in this Agreement the approval or consent of a party is required, such approval or consent shall be in writing and shall be executed by a person having the express authority to grant such approval or consent. b) Contract Terms Prevail. All exhibits and this Agreement are intended to be construed as a single document. Should any inconsistency occur between the specific terms of this Agreement and attached exhibits, the terms of this Agreement shall prevail.
c) Controlling Law. The parties agree that this Agreement shall be governed and construed by and in accordance with the Laws of the State of California. d) Definitions. The definitions and terms are as defined in these specifications. e) Force Majeure. Neither party shall be deemed to be in default on account of any delay or failure to perform its obligations under this Agreement, which directly results from an Act of God or an act of a superior governmental authority. f) Headings. The paragraph headings are not a part of this Agreement and shall have no effect upon the construction or interpretation of any part of this Agreement. g) Incorporation of Documents. All documents constituting the Agreement documents described in Section 1 hereof and all documents which may, from time to time, be referred to in any duly executed amendment hereto are by such reference incorporated in the Agreement and shall be deemed to be part of this Agreement.
h) Integration. This Agreement and any amendments hereto between the parties constitute the entire Agreement between the parties concerning the Project and Work, and there are no other prior oral or written agreements between the parties that are not incorporated in this Agreement.

Modification of Agreement. This Agreement shall not be modified or be binding upon the parties unless such modification is agreed to in writing and signed by the parties.

Ownership of Documents. All documents, photographs, reports, analyses, audits, computer media, or other material documents or data, and working papers, whether or not in final form, which have been obtained or prepared under this

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
Agreement, shall be deemed the property of the CITY. Upon CITY' srequest, CONSULTANT shall allow CITY to inspect all such documents during the CONSULTANT' sregular business hours.
k) Provision. Any agreement, covenant, condition, clause, qualification, restriction, reservation, term or other stipulation in the Agreement shall define or otherwise control, establish or limit the performance required or permitted or to be required of or permitted by either party. All provisions, whether covenants or conditions, shall be deemed to be both covenants and conditions.

I) Severability. The invalidity in whole or part of any provision of this Agreement shall not void or affect the validity of any other provision of this agreement. If a court of competent jurisdiction finds or rules that any provision of this Agreement is void or unenforceable, the provisions of this Agreement not so affected shall remain in full force and effect.
m) Status of CONSULTANT. In the exercise of rights and obligations under this Agreement, CONSULTANT acts as an independent contractor and not as an agent or employee of CITY. CONSULTANT shall not be entitled to any rights and benefits accorded or accruing to the City Council members, officers or employees of CITY, and CONSULTANT expressly waives any and all claims to such right and benefits.
n) Successors and Assigns. The provisions of this Agreement shall inure to the benefit of, and shall apply to and bind, the successors and assigns of the parties. o) Time of the Essence. Time is of the essence of this Agreement and each of its provisions. In the calculation of time hereunder, the time in which an act is to be performed shall be computed by excluding the first Day and including the last. If the time in which an act is to be performed falls on a Saturday, Sunday or any Day observed as a legal holiday by CITY, the time for performance shall be extended to the following Business Day.
p)
q)
Venue. In the event that suit is brought by either party hereunder, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of San Joaquin or in the United States District Court for the Eastern District of California.

Recovery of Costs. The prevailing party in any action brought to enforce the terms of this Agreement or arising out of this Agreement may recover its reasonable costs, including reasonable attorney' sfees, incurred or expended in connection with such action against the non -prevailing party.
17) Notice to Proceed
Prior to commencing work under this agreement, CONSULTANT shall receive a written Notice to Proceed" from CITY. A Notice to Proceed shall not be issued until all necessary bonds and insurances have been received. City shall not be obligated to pay CONSULTANT for any services prior to issuance of the Notice to Proceed. 18) Signatures

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ' O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
The individuals executing this Agreement represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute this Agreement on behalf of the respective legal entities of the CONSULTANT and the CITY. This agreement shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.

CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ' O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
Approved as to Form:

Recommended for Approval:

Approved by:

Consultant:

City of Lathrop
City Attorney
Salvador Navarrete Date
City of Lathrop
City Engineer
Brad Taylor Date
City of Lathrop
390 Towne Centre Drive
Lathrop, CA 95330
Stephen J. Salvatore Date
City Manager
Freyer & Laureta, Inc.
20863 Stevens Creek Blvd., Suite. 275
Cupertino, CA 95014
Fed ID # -
Lathrop Business License #
Signature Date
Print Name and Title
Signature Date

F&L Proposal for Professional
Engineering Consulting Services

FL FREYER
LAURETA, INC.

Civil Engineers — Surveyors — Construction Managers
Angel Abarca, P. E., Project Engineer
City of Lathrop, Public Works Department390
Towne Centre Drive
Lathrop, CA 95330
Dear Mr. Abarca,
December 12, 2025
Freyer & Laureta, Inc. (F&L) is pleased to submit this proposal in response to the City of Lathrop' s City) Request for Proposals ( RFP) for Professional Engineering Consulting Services for the O Street Wastewater Pump Station ( CIP WW 26- 22), issued November 14, 2025. We appreciate the opportunity to support the City in advancing this critical capital improvement project, which will address upstream surcharge conditions, improve operational performance, and replace the existing pump station with a reliable long- term facility.

F&L is an established California Corporation ( S - Corp), a Small Business ( SB - Micro), and a Minority Business Enterprise (MBE), providing award -winning consulting engineering services to public and private agencies throughout the Bay Area. For more than 28 years, we have successfully supported municipal and special district clients in delivering potable water, sanitary sewer, and storm drain infrastructure projects. Since our founding in 1997, F&L has served as engineer of record for hundreds of thousands of linear feet of utility improvements along the San Francisco Peninsula, and we have provided construction management and inspection services for a wide range of capital programs.

To support this effort, F&Lis partnered with Crawford & Associates, Inc. (Crawford), who will serve as our Geotechnical Engineering Lead, with advisory support provided by Bonneau Structural) and Confidence Landscaping, Inc. (Landscape Architecture). Their combined expertise complements F&L' s in- house team and ensures a comprehensive, well -integrated approach to the project.

As Executive Vice President of F&L and a licensed professional engineer in the State of California, I will serve cis Principal -in -Charge for the duration of the agreement and am authorized to contractually bind the firm. Over my 28 -year career, I have led numerous capital improvement projects of similar scope across special districts, cities, counties, and state and federal agencies, with a
strong emphasis on urban master planning, utility design, and construction planning. My familiarity with regional infrastructure systems allows me to offer informed perspectives on the challenges and complexities faced by municipalities.

Jeffrey J. Tarantino, P. E., Executive Vice President
20863 Stevens Creek Blvd., Ste. 275, Cupertino, CA 95014 415) 534- 7070 x201 ( O) I ( 650) 619- 3226 (M)
Senior Project Manager Eric Biland, P. E., will serve as Project Manager and project lead. Eric brings extensive experience in the design and delivery of municipal pump station projects throughout California, including wastewater conveyance, hydraulic improvements, and construction - phase engineering support.

FREYER & LAURETA, INC. 1
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Eric Biland, P. E., QSD/ P, QISP, LEED AP, Senior Project Manager 20863 Stevens Creek Blvd., Ste. 275, Cupertino, CA 95014 408) 516- 1090 x401 ( O) I ( 650) 207-826 (M)

1.) i ;(iaYflEr E1f «it_' ftlC ;i{tk
Our project team looks forward to collaborating with the City to develop tailored, cost- effective solutions to enhance the O Street Wastewater Pump Station. We welcome the opportunity to discuss our proposal further and are available at your convenience for any questions or clarifications.

Very truly yours,
Jeffrey Tarantino, P. E.

Executive Vice President, Freyer & Laureta, Inc.

Eric Biland, P. E.

Senior Project Manager, Freyer & Laureta, Inc.

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TABLE OF CONTENTS
1 Firm Description 4
2 Work History 6

2. 1 Relevant Project Experience 7

2. Client References 12
3 Key Personnel and Resumes 14

3. 1 Project Team Structure 14

3. 2 Roles & Responsibilities 17
4 Proposed Methodology and Approach 18

4. 1 Project Understanding 18

4. 2 Key Issues & Challenges 19

4. 3 Coordination & Communication Approach 19

4. Quality Assurance & Quality Control 20

4. 5 Subconsultant Integration Strategy 20

4. 6 Risk & Schedule Management 20

4. 7 Proposed Methodology & Scope of Work 21
5 Estimated Project Schedule and Critical Path 28
6 Fee Proposal 31
7 Fee Schedule for Additional Services 33
8 Excluded Services 34
Appendix 35
FREYER & LAURETA, INC.: 3

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1 FIRM DESCRIPTION
Firm Profile
F&L is a California - based civil engineering and surveying firm with more than 28 years of experience delivering water, wastewater, and stormwater infrastructure projects for municipal and special district clients throughout Northern California. Established in 1997, F&Lis a California S - Corporation and a certified Small Business ( SB - Micro) and Minority Business Enterprise ( MBE). Our staff specializes in utility rehabilitation, hydraulic evaluation, pump station design, and the preparation of plans, specifications, and estimates ( PS& E) for capital improvement projects.

F&L' s
engineering expertise spans the full Iifecycle of wastewater collection system improvements, including condition assessment, hydraulic modeling, wet well evaluation, pump selection and configuration, force main integration, and construction staging. Our engineers have served as engineer of record for numerous wastewater conveyance upgrades and have designed or supported construction for hundreds of thousands of linear feet of gravity sewer and force main pipelines along the San Francisco Peninsula. We have extensive experience resolving surcharge conditions, improving pump station operational reliability, and integrating new facilities into older distribution networks.

Our team is experienced in projects involving constrained sites, limited rights -of -way, and active residential or school -adjacent environments. We prioritize early identification of geotechnical, structural, hydraulic, and operational constraints so that design recommendations anticipate constructability challenges and minimize disruptions during construction.

F&L' stechnical approach emphasizes:

Evaluating upstream and downstream hydraulic effects,
Optimizing pump operating levels to avoid surcharge conditions, Ensuring compatibility with existing gravity and force main alignments, Developing practical bypass and sequencing requirements, and Maintaining compliance with regulatory and permitting standards.

F&L maintains formal quality assurance and quality control (QA/C) procedures led by senior engineers with specialized wastewater and pump station experience. Each design submittal undergoes structured technical review to ensure accuracy, internal consistency, and alignment with agency standards. Our in- house civil, structural, and construction engineering capabilities allow us to resolve technical issues early in design and reduce potential changes during bidding and construction.

With deep experience delivering wastewater pump station improvements similar in scale and complexity to the O Street Wastewater Pump Station ( CIP WW 26- 22), F&Lis well equipped to support the City from condition assessment through design development, permitting, bidding, and construction support.

FREYER & LAURETA, INC. 4
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Firm Facts
Freyer & Laureta, Inc.

F&L Headquarters
150 Executive Park Blvd., Ste 4200
San Francisco, CA 94134
415) 534- 7070
North Bay Office
505 San Marin Dr., Ste 4220
Novato, CA 94945
415) 534- 7070
East Bay Office
1101 Marina Village Pkwy, Ste 104
Alameda, CA 94501
510) 937- 2310
South Bay Office - Mont to H
20863 Stevens Creek Blvd., Ste 400
Cupertino, CA 95014
408) 516- 1090
1997, California S - Corporation
MBE; SB ( Micro)
36 full- time employees
Richard Laureta, P. E., President, Civil Engineer CA No. 55783 Jeffrey Tarantino, P. E., Executive Vice President, Civil Engineer CA No. 63936 Lorraine Htoo, P. E., LEED AP, Vice President, Civil Engineer CA No. 79542 Josh Kimbrell, P. E., QSD/ P, LEED Green Assoc., Vice President, Civil Engineer CA No. 77666 David Freyer, P. E., Vice President, Civil Engineer CA No. 30060 Eric Biland, P. E., QSD/ P, LEED AP, QISP, Sr. Project Manager, Civil Engineer CA No. 75125 FREYER & LAURETA, INC. 5

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2 WORK HISTORY
F&Lhas provided engineering design, construction management, and construction inspection services for numerous municipal utility projects, including wastewater pump stations, force mains, gravity sewer rehabilitation, and water resources improvements throughout Northern California. Our team has supported cities and special districts on both On - Call and project - specific assignments involving condition assessments, hydraulic evaluations, and capital improvement design. As requested, we have summarized comparable wastewater and pump station projects completed within the last five years on the following pages.

The breadth of F&L' s
experience enables our team to provide the technical expertise necessary to develop reliable, operationally efficient, and cost- effective solutions for municipal wastewater systems. Our recent work includes:

Project Management & Coordination: F&Lroutinely leads multidisciplinary teams and understands the importance of coordinating engineering disciplines, field investigations, utility stakeholders, and agency staff to maintain schedule, budget, and design quality.

Existing Conditions Assessment: Our engineers perform detailed field reviews, hydraulic evaluations, and record drawing analysis to determine system constraints, assess surcharge potential, and identify infrastructure deficiencies that influence design recommendations.

Cost - Effective Engineering Solutions: We develop alternatives that balance hydraulic performance, constructability, long- term operations and maintenance, and project budget. Our team works collaboratively with owners to identify preferred solutions aligned with operational priorities.

Identification and Mitigation of Public Impacts: F&L understands the importance of minimizing construction impacts —particularly in residential areas or near schools such as Lathrop Elementary. We incorporate feasible bypassing, sequencing, and traffic control considerations into design to reduce disruptions to the community.

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2, 1 Relevant Project Experience
F&L has provided engineering design, construction management, and construction support services for numerous Bay Area cities and special districts, with a strong emphasis on wastewater collection systems, pump station rehabilitation, hydraulic evaluation, and PS& E development for capital improvement projects. As requested, we have included representative projects completed within the last five years that demonstrate our team' sdirect experience delivering pump station, wet well, and utility infrastructure improvements similar in scope to the O Street Wastewater Pump Station Project.

The breadth of F&L' s
experience allows our team to provide the technical expertise needed to deliver reliable, long- term wastewater facilities that align with municipal standards and operational needs. Our representative project experience highlights our capabilities in:

Project Management & Coordination - F&Lhas led multidisciplinary teams comprising subconsultants, utility agencies, and municipal staff. We are experienced in managing design development, review cycles, and communication across all stakeholders to maintain schedule and ensure technical alignment.

Existing Conditions Assessment - F&L routinely performs field investigations, hydraulic evaluations, and system condition reviews to identify deficiencies and develop practical, constructible rehabilitation strategies for pump stations and sanitary sewer systems.

Cost - Effective, Practical Solutions - We develop project - specific solutions that balance constructability, operational performance, and lifecycle cost while collaborating closely with owners to identify the most appropriate and sustainable improvements.

Minimizing Impacts to the Public and Operations - Pump station work often requires careful staging, bypass planning, and coordination with adjacent properties and the public. We prepare clear, concise design documents that address temporary impacts and support communication with affected stakeholders.

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I N 0 J 1; (
WBSD Avy Altschul Pump Station
West Bay Sanitary District, Menlo Park, California, 2021- Present Reference: Sergio Ramirez, General Manager, (650) 321- 0384, SRamirez@westbaysanitary. org West Bay Sanitary District' sAvy Altschul Pump Station Project will route additional wastewater flows ( approximately 98, 000 gallons per day) to its Sharon Heights Recycled Water Facility to meet existing recycled water demands and offset potable water currently used for irrigation.

The new pump station, located on Las Lomitas Elementary School District property along Altschul Avenue, includes a wet well, 10- horsepower pump, valve vault, motor control center, and new fencing and access improvements. Approximately 150 linear feet of new pipelines are being constructed to connect the pump station to the existing gravity sewer and force main systems.

Scope & Role:

F&Lis supporting the District through preliminary engineering, design development, and construction coordination for the new pump station. Work includes identification and evaluation of site - specific constraints, hydraulic performance requirements, and utility conflicts to support a
fully integrated design that aligns with operational needs, regulatory requirements, and school - site considerations.

Project management and coordination across all project phases, including preliminary engineering, design, and construction support.

Preliminary engineering analysis, including field survey of the upstream basin, review of existing gravity mains, pump sizing and storage calculations, and development of feasible pump station placement and gravity/ force main connection alternatives.

Pump station design, including project plans, specifications, PG& Eand utility coordination, and preparation of the engineer' sopinion of probable construction cost.

Stakeholder and site coordination with the Menlo Park School District, including mapping services and construction administration support.

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PROJEC 1
Willow Road Pump Station - Wet Well Rehabilitation & Discharge Piping Replacement West Bay Sanitary District, Menlo Park, California, 2023- Present Reference: Fairborz Heydari, P. E., District Engineer, (650) 321- 0384, fheydari@westbaysanitary. org West Bay Sanitary District is rehabilitating the Willow Road Pump Station to address aging infrastructure, improve operational reliability, and upgrade the facility' s mechanical and
electrical systems. The project includes full wet well recoating, rerouting of gravity lines to a consolidated wet well entry point, and complete replacement of discharge piping from each pump through the existing valve pit. Improvements also include installation of a magnetic flow meter, replacement of the emergency generator, and construction of new wet well and valve vault covers to enhance operator safety.

F&Lis leading engineering design for the rehabilitation and is responsible for system evaluation, utility coordination, and continuity -of -operations planning to maintain pump station functionality during construction. The work requires careful management of site constraints, including proximity to Caltrans right- of- way, interaction with adjacent storm drain systems, and utility conflicts within the existing corridor.

Scope & Role:

Project management and coordination, including schedule oversight, QA/C, and meetings with District staff.

Site investigation and data collection, including topographic survey, gravity and storm drain invert verification, utility research, easement confirmation, and development of a comprehensive AutoCAD base map.

Construction document preparation, including pump station layout refinements, mechanical upgrades, civil and structural improvements, electrical coordination with Natron Engineers, and full PS& E (70%, 90%, 100%).

Permit coordination, including support for approvals from the City of Menlo Park, Caltrans, and associated agencies.

Construction support, including bid assistance, RFI responses, submittal reviews, change order evaluations, site visits, record drawings, and project closeout support.

These improvements will enhance long- term pump station performance, improve safety for maintenance personnel, and ensure regulatory - compliant operation under varying hydraulic conditions.
rR( JEC, t
Stowe Lane Pump Station Rehabilitation
West Bay Sanitary District, Menlo Park, California, 2023 - Present Reference: Fairborz Heydari, P. E., District Engineer, (650) 321- 0384, fheydari@westbaysanitary. org West Bay Sanitary District is replacing its aging Stowe Lane Pump Station to improve reliability, enhance operational safety, and address long- term capacity needs. The project involves transitioning from an existing dry -pit configuration to a modern submersible pump wet -well FREYER & LAURETA, INC. 9
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system, eliminating confined - space entry requirements and simplifying maintenance. F&L is leading engineering design for the replacement facility while ensuring continuity of operations throughout construction.

The improvement program includes developing a new wet well and duplex submersible pump system, redirecting gravity mains to the new facility, and designing supporting infrastructure such as a new motor control center ( MCC), emergency generator and fuel tank, magnetic flow meter, and safety -grated vault covers. The work also requires phased demolition of the existing pump station building to construct new equipment pads and accommodate upgraded electrical service coordinated with PG& E.

Scope & Role:

F&Lis providing full engineering design, permitting coordination, and construction support for the replacement pump station.

Project management and coordination, including schedule oversight, QA/C, and meetings with District staff.

Site investigation and data collection, including topographic survey, utility research, manhole invert confirmation, and base map development for design.

Construction document preparation, including preliminary pump station layout allowing uninterrupted WBSD operations, full PS& Efor pump station replacement, and design of new electrical, mechanical, and civil components.

Construction consultation, including bid assistance, responses to contractor RFIs, submittal review, change order evaluation, site visits, and preparation of record drawings and closeout materials.

Once complete, the upgraded pump station will improve system reliability, enhance safety for maintenance personnel through removal of dry -pit entry, and ensure the facility is designed to meet future operational demands.

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City of Pacifica Wastewater Collection System Improvements City of Pacifica, Pacifica, California, 2017 - present
Reference: Louis Sun, P. E., Assistant Public Works Dir. - Wastewater ( 650) 288- 6273, Isun@pacifica. gov F&Lprovides ongoing, on - call engineering services spanning planning, evaluation, design, and construction support for the City' s
wastewater collection system. The program' s
cornerstone
is the 2. 1 -MG Wet Weather Flow Equalization Basin ( 2020), delivered to reduce SSO risk and improve wet -weather compliance. Services included flow monitoring and hydraulic modeling to size storage and conveyance, coordination with the RWQCB and CEQA team, full PS& E, bid support, and construction administration ( RFIs, design clarifications, and field reviews). The basin project earned APWA Silicon Valley and ASCE San Francisco Section Project of the Year honors.

Building on the basin, F&Lhas advanced multi -year rehabilitation and replacement efforts:

Crespi Sewer Main Replacement ( CCTV, design, Hwy 1 crossing and state beach lot), Pedro Point Rehabilitation (- 16, 000 LF; PACP- based assessment; pipe -bursting design), and Vallemar Rockaway Beach Rehabilitation (- 38, 000 LF; cleaning/ CCTV; multi -phase design using a combination of point repairs and bursting). Across assignments, we provide PACP- based condition assessment, GIS- linked reporting, constructability reviews, permitting support, PS& E, and construction support, aligning improvements with the City' s CIP and wet -weather
resiliency goals.
1' k' dc, fkC': y
Tracy Recycled Water Expansion - Pump Station & Pipeline Improvements ( Crawford) City of Tracy, Tracy, California, March 2023 - July 2023 Reference: Ilene Macintire, P. E., Senior Civil Engineer, ( 209) 831- 6374, ilene. macintire@cityoftracy. org The City of Tracy' sRecycled Water Expansion Project includes construction of a new pump station and installation of two parallel 30 -inch recycled water pipelines extending approximately 7, 300 feet between the Byron Bethany Irrigation District ( BBID) canal and the Delta -Mendota Canal, with a 24 -inch connection near the Lammers Road Pump Station. The project incorporates multiple trenchless crossings, including a jack -and - bore installation beneath the Union Pacific Railroad ( UPRR), requiring jacking and receiving pits at depths of 12 to 28 feet.

Crawford & Associates provided geotechnical engineering support for the project, including review of prior geotechnical reports, evaluation of subsurface conditions, development of pump station and trenchless- crossing design recommendations, and completion of six exploratory borings to depths of 11 to 43 feet. Their analysis informed allowable bearing pressures for pump station foundations, anticipated settlements for below -grade structures, and key considerations for jack -and -bore construction. Recommendations also addressed trench stability, shoring needs, engineered backfill, and construction sequencing to accommodate varying soil conditions along the alignment.

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ROJEC1 6
Pump Station at Jennings Water Quality Control Plant ( Crawford) City of Modesto, Modesto, California, 2024 - 2025
Reference: William Wong, Director of Utilities, (209) 571-801, wwong@modestogov. com The City of Modesto' s
Jennings Water Quality Control Plant project includes improvements to the pump station intake structure, rehabilitation of the existing SK -3 weir through gate modifications, and construction of a new 10 - foot -diameter wet well founded approximately

20. 6feet below the top of wall. The new wet well will be supported on an 18 - inch -thick, 14 -by -14 - foot mat foundation designed to accommodate varying subsurface conditions.

Crawford & Associates provided geotechnical engineering services that included review of prior geologic and seismic mapping, coordination with the design team, and completion of three exploratory borings to depths of 16. 5 to 41. 5feet. Subsurface materials consisted of interbedded layers of loose to very dense silty sand, clayey sand, and silt that controlled foundation performance and excavation strategies. Laboratory testing included index testing, gradation, density, shear strength, and corrosion evaluations to support design of the new pump station structures.

Scope & Role:

Crawford developed geotechnical design recommendations for:

Wet well and hybrid intake structure foundations, including mat foundation requirements, allowable bearing pressures, lateral earth pressures, and friction coefficients.

Subgrade preparation and fill placement criteria, including compaction, import material quality, and excavation considerations for achieving required foundation depths.

Construction considerations, including OSHA Type C soil shoring recommendations, trench stability, dewatering requirements, and guidance for sequencing excavation and structural installation.

These recommendations supported design of the upgraded pump station facilities and informed constructability planning for below -grade structures at the Jennings Water Quality Control Plant.

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2. References
F&L is proud to maintain long- standing relationships with public agencies across Northern California, many spanning more than 20-5 years. The following references can speak to our team' s responsiveness, communication, and technical performance delivering wastewater, pump station, and utility infrastructure projects similar in scale and scope to the O Street Wastewater Pump Station.

Contact information is current to the best of our knowledge.

REFERENCE 1
Sergio Ramirez, General Manager
West Bay Sanitary District
500 Laurel St., Menlo Park, CA 94025
650) 321- 0384 I sramirez@westbaysanitary. org
REFERENCE 2
Humza Javed, P. E., District Engineer
East Palo Alto Sanitary District
1960 Tate St., East Palo Alto, CA 94303
650) 853- 3130 I hjaved@cityofepa. org
REF ERINC, s
Louis Sun, P. E., Deputy Public Works Director, Wastewater City of Pacifica
155 Milagra Dr., Pacifica, CA 94044
650) 288- 6273 I Isun@pacifica. gov
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3 KEY PERSONNEL AND RESUMES
31 Project Team Structure
Mark Quito
Design Engineer
Jeffrey Tarantino, P. E.

Principal - In - Charge
Eric Biland, P. E.

Project Manager
loana Taropa, E. I.T.

Design Engineer
Jason Feudale
Design Engineer
Richard Laureta, P. E.

QA/C Officer
Tess King, E. I.T.

Design Engineer
Advisors
Confidence - Landscape Architecture
Bonneau - Structural
Christopher Trumbull, G. E.

Geotechnical Lead
F&L has assembled a multidisciplinary team with extensive experience in wastewater system evaluation, pump station design, hydraulic analysis, and PS& E development for municipal
capital improvement projects. The team structure supports clear communication, strong QA/C, and efficient coordination across engineering disciplines and subconsultants.

Jeff Tarantino, P. E. will serve as Principal - in -Charge, providing technical oversight Eric Biland, P. E. will serve as Project Manager, responsible for day- to- day coordination, design management, and communication with City staff.

Supporting F&Lteam members will assist with design calculations, civil plan development, utility coordination, field review, and preparation of design deliverables. Subconsultants will provide geotechnical, structural, and landscape architectural support for components of the new pump station.

Full resumes for all key personnel are provided in the Appendix. All staff identified in this section will remain assigned to the project for its duration unless otherwise approved by the City, ensuring continuity and consistent communication throughout design and implementation.

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3. 2 Roles and Responsibilities
Jeffrey J. Tarantino, P. E. I Principal -In -Charge
Jeff brings more than 28 years of experience delivering complex water, wastewater, recycled water, and stormwater infrastructure projects for public agencies across Northern California.

His work spans master planning, condition assessment, pump station rehabilitation, conveyance system design, and construction - phase engineering support. As Principal - in - Charge, Jeff provides senior oversight, establishes technical direction, and ensures that project objectives align with the City' s operational, regulatory, and long- term system needs.

Jeff' sleadership is grounded in his ability to integrate civil, mechanical, electrical, and geotechnical perspectives into cohesive, constructible design solutions. He has overseen numerous multidisciplinary pump station upgrades and brings strong familiarity with utility coordination, hydraulic performance requirements, permitting pathways, and agency standards. Jeff' s involvement strengthens project clarity, improves decision - making, and reinforces F&L' s commitment to delivering reliable, high -quality engineering services.

Civil Engineer CA No. 63936
Eric Biland, P. E., QSD/ P, QISP, LEED AP I Project Manager Eric is a senior civil engineer with more than 23 years of experience managing and designing wastewater, stormwater, and water infrastructure projects for municipalities throughout the Bay Area. His expertise includes pump station rehabilitation, hydraulic evaluation, collection system improvements, utility relocation, environmental compliance, and construction - phase coordination.

As Project Manager, Eric directs daily project execution, oversees development of PS& E documents, coordinates interdisciplinary design elements, and ensures all work aligns with City standards and operational requirements. He is adept at anticipating constructability challenges, balancing system performance with long- term maintenance considerations, and facilitating clear communication among design teams, operators, and agency staff. Eric' s combination of design depth and practical field experience ensures a smooth, well -managed delivery process from project initiation through bidding and construction support. Civil Engineer CA No. 75125
Richard Laureta, P. E. I QA/C Lead
Rich brings more than 30 years of civil engineering experience delivering water, wastewater, storm drain, and utility infrastructure projects for public agencies across the Bay Area. As President of F&L, he provides senior technical guidance and leads QA/C review for complex capital projects, ensuring that design documents are accurate, constructible, and aligned with agency standards and long- term operational needs.

Rich' s
expertise spans pipeline rehabilitation, pump station improvements, hydraulic and utility system upgrades, and multidisciplinary design coordination. He is known for his strong judgment in evaluating infrastructure constraints, identifying design risks early, and guiding teams toward practical, cost- effective solutions. His deep familiarity with municipal processes, permitting requirements, and inter -agency coordination strengthens project delivery and supports clear, efficient decision - making. Rich' sinvolvement reinforces F&L' scommitment to high -quality engineering and responsive service, providing a strong technical foundation for
the project' sdesign and implementation. Civil Engineer CA No. 55783 FREYER & LAURETA, INC. 15
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Mark Quito I Design Engineer ( Civil — Plans & Estimates) Mark is a civil engineer with experience preparing construction documents, cost estimates, and civil layouts for water, wastewater, and stormwater projects. He develops detailed plan sheets, quantity calculations, and technical specifications, and coordinates with vendors and equipment suppliers to refine design requirements. Mark also supports design workshops, evaluates
estimates.
layout
His methodical
alternatives, and assists with site grading, utility connections, and engineer' s approach enhances the clarity and constructability of PS& E packages.
loana Taropa, E. I.T. I Design Engineer (Mechanical Systems) loana is a mechanical - focused civil engineer supporting the design of wastewater pump stations and associated mechanical systems. Her work includes developing basis - of -design documents, validating pump performance, reviewing hydraulic conditions, and addressing corrosion protection considerations for mechanical components. She contributes to technical memoranda, mechanical layout refinements, and interdisciplinary coordination with structural, civil, and electrical design teams. Ioana' s analytical and detail - oriented approach
helps ensure reliable, maintainable system performance.

Jason Feudale I Design Engineer ( Constructability & O&M) Jason provides design support focused on constructability, installation sequencing, and longterm operations and maintenance considerations for water and wastewater infrastructure.

He evaluates staging needs, bypass requirements, site access constraints, and operational impacts to guide pump station layout and design decisions. With extensive field observation and infrastructure review experience, Jason identifies potential conflicts early and helps ensure design documents are clear, feasible, and aligned with operator needs. His involvement strengthens constructability and reduces risks during installation.

Tess King I Design Engineer ( Electrical & SCADA Integration) Tess supports electrical and control systems design for pump stations and utility infrastructure projects. Her experience includes preparing electrical load summaries, conduit and cable routing, MCC coordination, and SCADA system integration. She develops electrical plan sets, equipment schedules, and system operations considerations, working closely with controls integrators and the civil and mechanical design teams. Tess ensures electrical and automation components are well coordinated, supporting safe, reliable, and efficient facility operations.

Christopher Trumbull, P. E., GE, D. GE I Geotechnical Lead ( Crawford & Associates) Chris is a senior geotechnical engineer with more than 30 years of experience supporting municipal, water, wastewater, and transportation projects throughout California. His expertise includes subsurface exploration, laboratory testing oversight, and development of foundation, shoring, and trenchless installation recommendations for below -grade structures.

He frequently prepares geotechnical design criteria for pump stations, wet wells, and utility pipelines, including guidance on allowable bearing pressures, settlement, lateral earth pressures, and trench stability. Known for his practical communication and collaborative approach, Chris ensures that geotechnical findings are integrated effectively into design decisions and that potential risks are identified and addressed early.

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Key, Personnel & Role Re spot Isibilities
Jeffrey J. Tarantino, P. E.

Principal -In - Charge
Executive oversight; establishes technical direction; risk mitigation; senior coordination with City staff; provides guidance on project approach, deliverables, and
multidisciplinary integration.

Eric Biland, P. E., QSD/ P, QISP, LEED AP
Project Manager
Day- to- day project management; schedule and budget
tracking; task coordination; directing design team efforts; primary City contact; oversight of PS& Edevelopment
and subconsultant coordination.

Richard Laureta, P. E.

QA/C Officer
Leads formal QA/C reviews at each milestone; reviews
calculations, plans, and specifications; ensures technical accuracy, constructability, and compliance with City and industry standards; supports issue resolution.

Mark Quito
Design Engineer (Civil - Plans & Estimates)
Civil
estimates;
plan development;
vendor and equipment
quantity takeoffs
coordination;
and engineer' s
technical workshop support; refinement of site layout
and utility connections.

Ioana Taropa, E. I.T.

Design Engineer ( Mechanical Systems)
Mechanical design support; pump selection and
validation; basis - of -design development; mechanical
layout refinement; corrosion protection considerations.

Jason Feudale
Design Engineer ( Constructability & O&M)
Constructability review; assessment of field constraints; O&M analysis; evaluation of staging and bypass needs;
technical input to optimize long- term operability.

Tess King, E. I.T.

Design Engineer ( Electrical/ SCADA)
Electrical design development; coordination of MCC
and power distribution; SCADA integration support;
preparation of electrical drawings, load summaries, and equipment schedules.

Christopher Trumbull, P. E., GE, D. GE
Crawford & Associates
Geotechnical Engineering Lead
Geotechnical borings; soil characterization; foundation recommendations; trenching/ shoring considerations;
geotechnical support for wet well design.

ItC l , i., ' J il l IE
Bonneau
Structural Advisor
Structural review of pump station components;
coordination of foundation and structural support
elements; review of slab, vault, and equipment support
design.

Confidence Landscaping, Inc.

Landscape Architectural Advisor
Landscape recommendations for the school site;
planting palette and maintenance considerations; visual and site compatibility guidance.

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4 PROJECT UNDERSTANDING & APPROACH

4. 1 Project Understanding
The O Street Wastewater Pump Station is experiencing upstream surcharge conditions and operational limitations that affect the reliability of the surrounding collection system. The existing wet well configuration provides limited storage and minimal operational flexibility, increasing the risk of backups and requiring frequent maintenance interventions. To improve system performance, the City intends to replace the existing station with a modern facility that enhances reliability, accommodates long- term operational needs, and improves overall maintainability.

The proposed pump station site is located on Lathrop Elementary School property, creating specific requirements for access, construction phasing, safety, and minimizing impacts to school operations. The project will require coordination with school staff, careful traffic and safety planning, and design considerations that address aesthetics, noise, odors, and longterm neighborhood compatibility.

F&Lunderstands that the City' s primary objectives are to:

Replace the existing station with a reliable, code -compliant facility Address surcharge conditions through improved hydraulic and pumping capacity Provide a station that is maintainable, safe, and resilient Ensure uninterrupted wastewater conveyance during construction Deliver a
fully coordinated set of plans, specifications, and estimates suitable for bidding and construction
Our approach focuses on developing a
technically sound, constructible design that integrates civil, mechanical, electrical, structural, and geotechnical requirements while meeting City standards and project constraints.

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2 Key Issues and Project Challenges
Hydraulic Performance &
Surcharge Conditions
School Site Constraints
Bypass Pumping Strategy
Geotechnical Conditions
Mechanical - Electrical - Structural
Coordination
Neighborhood & Environmental
Impacts
Addressing the upstream surcharge requires evaluating peak flow conditions, pump selection, wet well geometry, and force main performance to ensure the new station can operate reliably under a range of system conditions.

The project location on school district property introduces limitations on construction access, staging, noise, traffic, and safety. Work windows, equipment routes, and site fencing must be coordinated with school operations.

Maintaining continuous wastewater service during construction will require a carefully developed bypass plan that considers flow variability, emergency contingencies, and physical space limitations.

Ground stability, excavation depth, shoring needs, and
foundational recommendations must be integrated early to avoid redesign later in the process.

Clear integration of pump selection, structural support, MCC placement, standby power considerations, SCADA upgrades, and conduit routing is essential to a
fully functional design.

Construction noise, odors, light, and traffic must be minimized, and mitigation strategies incorporated into the design.

4. 3 Coordination & Communication Approach
Effective communication is central to F&L' sproject delivery approach. Our coordination strategy includes:

Biweekly progress meetings with City staff to review tasks, decisions, and upcoming needs.

Design workshops at key milestones to confirm pump configuration, wet well geometry, electrical design, structural needs, and site layout.

Early and ongoing coordination with Lathrop Elementary School staff, including access control, construction routing, fencing, staging, pedestrian safety, and schedule alignment with school operations.

Utility coordination with PG& E and underground utility owners to determine electrical service requirements and avoid conflicts.

Subconsultant integration, ensuring geotechnical, structural, and landscape inputs are received early and incorporated into design.

Decision tracking and documentation, ensuring alignment across all stakeholders throughout the design process.

Eric Biland, P. E., will serve as the primary point of contact for day- to- day communication, supported by Principal - in -Charge Jeff Tarantino, P. E., for technical oversight.

FREYER & LAURETA, INC. 19
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4. Quality Assurance and Quality Control
F&Limplements a structured QA/C process designed to ensure technical completeness, constructability, and interdisciplinary coordination. Our QA/C program for this project includes:

Independent milestone reviews led by Richard Laureta, P. E. (QA/C Lead) Discipline -specific reviews for civil, mechanical, electrical, structural, and geotechnical components
Verification of geotechnical recommendations for foundation design, trench stability, shoring, and settlement considerations
PS& Ecompleteness checklists to ensure internal consistency and minimize field conflicts Comment tracking and resolution to document design decisions and ensure all feedback is incorporated
This process will be applied at each major design milestone to provide the City with a well - coordinated, high -quality deliverable set.

4. b Subconsultant Integration Strategy
Crawford & Associates - Geotechnical Engineering: Crawford will provide subsurface investigation, soil characterization, laboratory testing, and geotechnical recommendations for foundations, excavation support, settlement behavior, and trench stability. Their input will be incorporated early into alternatives evaluation and Basis -of -Design development.

Bonneau - Structural Advisor: Bonneau will support evaluation of pump station structural needs, including slab design, equipment support, vault structures, and structural integration with mechanical and electrical components.

Confidence Landscaping, Inc. - Landscape Architectural Advisor: Confidence will provide recommendations for site restoration, screening, fencing, and landscape integration appropriate for the school setting and surrounding neighborhood.

Subconsultants will participate in design workshops, review sessions, and milestone coordination to support cohesive design development.
b Risk & Schedule Management
Key project risks include utility conflicts, equipment procurement lead times, geotechnical uncertainties, bypass pumping constraints, and construction impacts on school operations.

F&L will manage these risks through:

Early verification of baseline assumptions via field investigation and utility research Constructability reviews at each milestone
Identification of long - lead components such as pumps, MCCs, and generators Development of detailed phasing and bypass pumping plans aligned with site constraints and school operations
FREYER & LAURETA, INC. c 20
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Maintaining a risk register reviewed regularly with City staff Integration of City review durations into the project schedule This structured approach supports an efficient design process and reduces downstream construction delays.
4,/ Proposed Methodology & Scope of Work
The surest path to a successful pump station project is a dedicated, experienced staff that has worked together on dozens of rehabilitations and new construction work - especially a team that can deliver a design that is operationally efficient, maintenance - friendly, and integrates seamlessly within a varied sanitary sewer network. We have just such a team that is ready to apply its skill set to address the requirements of the O Street CIP project. Our experienced staff dedicated to this project is excited to take on the design of a new pump station that is integrated with many components of the existing storm sewer. We have developed a proposed approach and scope of work based on our review of the Request for Proposal dated November 14, 2025, and the references noted throughout, including:
2024 Wastewater System Master Plan Amendment
2025 Sewer System Management Plan
1985 O Street Plan and Profile sheet 32
1985 O Street Pump Station sheets 47 and 49
2014 Appendix H Wastewater and Stormwater Pump Station criteria 2007 City Standard Appendices
The O Street pump station is only expected to see a 9%- 13% increase in sanitary flows between 2025 and a 2040 buildout that will see over 50, 000 new residents to the Lathrop area. Despite this small increase to its future operations, the O Street pump station' scurrent operations regularly surcharge the existing upstream gravity main due to the station' sshallow wet well and the required operating levels of the pumps. This proposed capital improvement project is an opportunity to address the existing limitations and improve performance and maintenance operations to a critical segment of the City' ssanitary sewer system.

Sanitary sewer pump stations generally pose a challenging nexus, especially in a residential area:

Odors
Noise
Regular maintenance requirements
Generator operations
Aesthetic considerations
The O Street pump station has the added challenge of being located adjacent to a school, which introduces additional safety concerns, vandalism challenges, and more constrained emergency operations. Fortunately, the City has gathered sufficient information on the current FREYER & LAURETA, INC. 21
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and projected needs of the community served by the O Street pump station to address all these issues as part of the proposed capital improvement work. Our proposed methodology and approach to this project is summarized in the project schedule tasks and subtasks that reflect our understanding of the necessary work and possible improvements to the O Street pump station.

The F&Lteam understands that a successful project will result in:

Hydraulic improvements to provide a pumping capacity and wet well operating volume necessary to convey system flows to the downstream point of connection.

An optimal physical layout and ancillary equipment that will make the operation and maintenance of the mechanical and electrical systems more efficient, resilient, and safe.

Integrated SCADA communications that enable remote diagnostics and managed maintenance operations that can free up significant staff time for other responsibilities while still maintaining a high level of control over the pump station status and operations.

Simplified maintenance operations and a safer built environment that is designed to blend into the neighborhood aesthetics rather than attract unwanted attention.

The F&Lteam has the appropriate pump station experience and relevant project expertise to conduct the necessary engineering studies, develop key improvement plans, and collaborate with all the stakeholders to ensure a successful capital improvement project design. Our goal is to work with the City staff to balance long- term operational risks with capital costs while ensuring the O Street pump station can continue in its role as a crucial sanitary facility.

Scope of Work
The F&Lteam has built its scope around the City' sgeneralized scope of work as presented throughout the RFP. The sub -tasks in the Project Schedule follow a logical progression of work, with the items in red noted as being on the Critical Project Path. While each of the sub -tasks contribute to the final solution of the project, many of them can progress concurrently in order to minimize the project timeline' sextents - keeping in mind that the project improvements will have a significant life cycle orders of magnitude longer than the design and construction phases. We want to design the most efficient and cost- effective solution that will be in service for 50+ years.
1: PROJECT MANAGEMENT
F&L will serve as the overall project lead and primary point of contact. Our project management effort includes correspondence, coordination, schedule tracking, budget tracking, scope tracking, and miscellaneous efforts that do not directly fall under other tasks.

Our monthly invoices will include a brief description identifying the work completed during the billing period, the work anticipated during the following billing period, and any potential risks to the schedule and/ or budget, along with potential mitigation measures.

F&L will prepare for and facilitate a project kickoff meeting with key technical team members and City staff. The kickoff meeting will be held in person and will be coordinated, if possible, with a site walk to observe the existing O Street pump station conditions. The goal of the kickoff meeting is to listen to City staff regarding their experiences with the pump station, note their primary concerns and requests, review the overall project scope, confirm project goals, and FREYER & LAURETA, INC. 22
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establish project communication and review protocols. F&L will prepare the meeting agenda, presentation materials, and meeting minutes.

We propose that our project manager and the City project manager meet biweekly for no more than 30 minutes to review progress, confirm upcoming meetings, and provide an opportunity to identify any project constraints that warrant a focused conversation. The biweekly meetings will be held virtually, and F&L will prepare a brief agenda and minutes as requested through email correspondence.

Deliverables
Kickoff meeting agenda, presentation materials, and minutes Monthly invoices, including brief progress reports
Assumptions
Kickoff meeting will be held in person.

Biweekly progress meetings will be held virtually.

Monthly invoices will be submitted electronically.

IA SI< 2: PUMP STATION CONDITION ASSESSMENT
The purpose of this task is to develop a Basis of Design, including the 30% design, that will validate new pump station parameters along with:

Developing athorough understanding of the project elements, Coordinating the use of each element of the project and Prepare conceptual opinions of probable construction cost estimates for each project element.

The preliminary engineering effort will include:

Review documentation, including as - built plans and previous studies identified by the City:
2024 Wastewater System Master Plan Amendment
2025 Sewer System Management Plan
1985 O Street Plan and Profile sheet 32
1985 O Street Pump Station sheets 47 and 49
2014 Appendix H Wastewater and Stormwater Pump Station criteria 2007 City Standard Appendices
Interview City staff to understand existing conditions at the O Street station regarding the pumps and discuss past or possible facility constraints that could affect operations.

Perform documented field and desktop inspections and investigations as necessary to conduct preliminary engineering to 35% design, including:

Desktop and field analyses to develop potential enhancements for an Essential Facility in accordance with current codes, including the suitability of new pumps and the proposed infrastructure.

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Hydraulic analysis to ensure adequate sizing of the system components and to accommodate any head loss in the Force Main.

Electrical and instrumentation analysis to ensure the infrastructure is available to support proposed modifications to the layout and pump station items.

The F&L team will produce a geotechnical report, a survey base sheet, and recommendations for the layout of the new pump station and any suitable modifications to the existing pump station. The geotechnical report will provide the necessary design criteria to support any proposed structural or seismic included in the appendix of the Basis of Design ( BOD).

F&L will document our engineering evaluations and recommendations in the BOD. The document will include a
summary of site observations, as -built review, maintenance logs review, and engineering analysis completed by the F&Lteam to synthesize, summarize, and opine on all related studies pertaining to the project site and any preliminary studies before this item. The BOD will further define design requirements for the project, including but not limited to the following:

Pump Type & Size: Specify the type of pump and the needed pump capacities.

Valve/ Gating Replacement: Specify type and number needed.

Materials: Detail the required materials for durability and resistance to corrosion and wear.

Power Supply: Define the electrical power requirements (e.g., electrical specifications, backup power needs).

Control Systems: Requirements for integrating pumps into existing System Control and Data Acquisition (SCADA).

Permitting: Considerations to remain within the Categorically Exempt conditions ( BCDC, USACE, SFRWQCB, BAAQMD, etc.)
Constructability & Access: Examine feasibility of removal of existing and installation of new pumps, impeller types, and access to all the equipment and switchgear.

Implementation Phasing: Evaluate and suggest potential project phasing that may lead to cost and/ or schedule efficiencies.

Material Procurement: Identify potential long -lead items, including suggested procurement phasing, to optimize the overall project completion timeline.

Improvement Drawings: Develop 35% design - level construction drawings identifying the proposed improvements.

OPC: Develop OPC format for the proposed improvements.

Deliverables
Base Map
Geotechnical Report
Draft Basis of Design, Including 30% Submittal
Workshop Agenda and Minutes
Final Basis of Design, including 30% Submittal
FREYER & LAURETA, INC.: 24
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Assumptions
Boundary surveys not included
One geotechnical boring will be performed.

SCADA remote monitoring requirements will match existing conditions.

Only an introductory application will be submitted to PG& Eor CARB. The contractor shall be responsible for all other utility contacts or filings.

IASI< 3: PREPARE PLANS, SPECIFICATIONS, AND ESTIMATES
The F&Lteam will develop construction documents for the City' s use in soliciting construction
bids. For the long - lead equipment procurement package, the F&L team will develop technical specifications, conceptual plans, OPCs, and procurement schedules for integration with the City' s
standard specifications, should the City take advantage of long lead time items.

The construction documents for the structural rehabilitation, infrastructure installation, and pump installation will include plans, specifications, OPCs, and construction schedule at 60% submittal, 90% submittal, 100% submittal, and " For Construction" submittals.

Only the technical specification table of contents will be provided as part of the 60% submittal, but our submittal will include any required FEMA language and forms that will be incorporated in the final construction documents package.

We will conduct one additional site visit prior to delivering the 60% submittal. Given the potential changing environment surrounding the project area, it is crucial that the design engineers are confident that the construction documents accurately depict existing conditions.

As part of the 90% submittal, the F&Lteam will review the City' s standard " front- ed"
specifications and modify/ completeas required. Suggested revisions will be provided as redlined " front- ed" technical specifications with the 90% submittal.

Each submittal will include proposed measurement and payment descriptions for each bid item. We will also continue to perform QA/C reviews of all submittals, as described in Task 2.

The F&Lteam will develop and provide a
response matrix form for the City' s
use when providing
written comments. Each subsequent submittal will include the F&Lteams' written responses within the matrix.

The F&Lteam will prepare for and facilitate a design review workshop following the 60% and 90% submittals. We will provide an agenda and presentation materials to facilitate discussion of City questions and comments. Meeting minutes will be provided following each workshop.

The F&L team will review written comments provided by the City on the 100% submittal and provide written response to comments. As the 100% submittal is intended to be a draft bid set, we do not anticipate the need to schedule a workshop with the City to review comments, as all significant comments and questions will have been resolved during the 90% submittal.

Deliverables
Draft Long Lead Procurement Items Package
Long Lead Procurement Items workshop agenda, presentation materials, and minutes Final Long Lead Procurement Items Package, including written response to comments 60% design submittal Plans, Specifications, and Estimates ( PS& E), including construction FREYER & LAURETA, INC. ' 25
FL
schedule
60% submittal workshop agenda, presentation materials, and minutes 90% design submittal PS& E, including construction schedule and written response to comments
90% submittal workshop agenda, presentation materials, and minutes 100% design submittal PS& E, including construction schedule and written response to comments
Bid Documents
Assumptions
All submittals will be provided in electronic ( PDF) format only; no hard copies.

MS Word format for technical specifications can be provided upon request.

City will provide all comments in writing in matrix format provided by F&L.

If the City determines that a building permifis required, the City will use the 90% design submittal for building permit review, and comments will be provided as part of City comments matrix.

Permit fees, if any, will be paid by the City.
1 ASK 4: BIDDING ASSISTANCE
For the long lead equipment procurement package and upon written authorization to proceed, the F&Lteam will:

Designate an individual familiar with all elements of the Project who will be available to assist City with responses, by telephone, email, mail, or as otherwise appropriate, to inquiries from all prospective suppliers.

Assist City in reviewing and evaluating bids, as requested.

For the structural and mechanical improvement, construction documents, and upon receiving written authorization to proceed, the F&Lteam will:

Designate individual( s) familiar with all elements of the Project who will be available to assist City with responses, by telephone, email, mail, or as otherwise appropriate, to inquiries from all prospective bidders, sub - contractors, vendors, or others concerning the bid documents and with the pre -bid conference. The Designated Individual will attend the pre -bid conference and job site tour.

Prepare up to three addenda for issuance as appropriate to clarify, correct, or change the bidding documents.

Consult with City as to the acceptability of subcontractors, suppliers, and other persons and entities proposed by contractor for those portions of the work as to which such acceptability is required by the bidding documents, as requested.

Assist City in reviewing and evaluating bids, as requested.

Issue City with conform set of plans and specifications following the bid period and before construction begins.

FREYER & LAURETA, INC. 26
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Deliverables
Preparation of addenda
Bid RFI responses
One Tong lead equipment procurement package bid addendum, including one draft.

Recommendations for award.

Assumptions
All submittals will be provided electronically ( PDF format) only.

City will be responsible for distributing all addenda.

City will be responsible for receiving all bids and distributing bid packages to the F&Lteam for review.

City will be responsible for the final determination of awarding the bid project work. t;4Fz ` ; ENGINEERING SUPPORT SERVICES DURING CONSTRUCTION As requested in the RFP, the F&Lteam will provide construction support. Upon receiving written authorization to proceed, the F&Lteam will:

Assist the City in documenting the physical preconstruction conditions within the construction limits and contractor staging areas using video and still photographs. The visual documentation shall be accompanied by a verbal, recorded, or written description of the conditions prior to construction. Documentation will include, but not be limited to, existing structures, above - grade piping and electrical, markers, curbs, gutters, pavement, and landscaping in the vicinity of the work; and the condition of walls and any visible piping or equipment that may be damaged during construction. Provide all site documentation to the City, including original digital photos.

Attend pre -construction meeting, including preparing meeting agenda and meeting minutes as requested.

Perform up to two site visits during the construction phase, including attending construction progress meetings to observe the condition of the site and progress of the contractor' s
operations.

Review and respond to contractor submittals, requests for information ( RFIs, ASIs), product substitution, and contract change order requests.

F&L will review and mark up each submittal with appropriate comments and return electronic copy to the City.

F&L will monitor the transmittal and review of each submittal provided to the Consultant by the City.

F&L will provide an earlier return of critical submittals to avoid delays to the project.

Maximum turnaround time for submittals and RFIs shall be 15 calendar days. Goals for average turnaround time shall be 10 calendar days.

Review and provide suggestions to the City on all claims of City and Contractor relating to the acceptability of the work or the interpretation of the requirements of the Contract Documents pertaining to the execution and progress of the work.

FREYER & LAURETA, INC. 27
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Conduct an inspection and prepare a punch list of deficiencies to be corrected by the Contractor prior to final acceptance of work.

Conduct a final inspection after punch list work has been repaired by the Contractor.

Conduct commissioning support.

Coordinate contractor as- builts and prepare record drawings.

Review, confirm accuracy and completeness, and prepare record drawings based on information supplied by the contractor. Provide one set of reproducible drawings and one set of AutoCAD drawings on a thumb drive.

Deliverables
Submittal review letters
RFI response letters
Change Order review letters
Site visit logs
Punchlist
Final Inspection Checklist
Record drawings
Assumptions
The City or city -designated third party will provide all construction management and inspection services.

All Submittal Review letters, RFI response letters, and change order review letters will be provided electronically ( PDF format) only.

No more than 20 submittals will be reviewed
FREYER & LAURETA, INC. ' 28

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5 ESTIMATED PROJECT SCHEDULE
F&L has prepared an estimated project schedule that reflects the scope of work, anticipated review timelines, and the level of coordination required with the City, Lathrop Elementary School, and our subconsultant team. The schedule is designed to maintain steady progress while allowing sufficient time for multidisciplinary development, review, and QA/C at each milestone.

The project will begin with early data gathering, site verification, and a focused assessment of existing hydraulic and operational conditions. This initial phase establishes the technical foundation for the Basis of Design and confirms key assumptions before design development begins. Coordination with the school, utility owners, and Crawford & Associates will occur early in the process to ensure critical information is available at the appropriate points in design.

Following completion of the evaluation phase, F&L will develop the Basis of Design and conduct a design workshop with City staff to review pump configuration, wet well geometry, electrical and SCADA considerations, and site - specific constraints. Input received during this workshop will guide preparation of the Draft PS& E
package.

The Draft PS& Esubmittal includes complete civil, mechanical, electrical, structural, and geotechnical elements, allowing the City to review the full integrated design. After receiving comments, F&L will incorporate revisions, complete our QA/C review, and prepare the Final PS& E package for bidding.

The critical path activities, shown in red text on the schedule matrix, for this effort include:

Completion of geotechnical investigation and receipt of foundation and shoring guidance
Confirmation of pump station layout and Basis of Design criteria Mechanical and electrical system integration, including standby power requirements Development of structural elements for the wet well and above -grade components Preparation and review of the Draft PS& E
package
Incorporation of review comments and completion of the Final PS& E package
These tasks drive the overall project duration and are managed through structured progress meetings, focused decision points, and consistent coordination across all disciplines.

A detailed project schedule, including milestones, review durations, and anticipated completion dates, is provided on the following page.

FREYER & LAURETA, INC. " 28
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ESTIMATED PROJECT SCHEDULE
Task Description Start Date
Duration ( Calendar
Days)
Finish Date
0 Notice to Proceed 2/ 9/026 641 11/2/ 2027
1 Project management

1. 1. 2

1. 3

1. 4
Kick- off meeting 2/ 16/026 0 2/ 16/026
Bi- weekly meetings 2/ 9/026 356 1/ 31/ 2027
Monthly status reports 2/ 9/026 231 9/ 28/026
Internal QA/ OC 2/ 9/026 171 7/ 30/ 226
2 Pump Station Condition Assessment

2. 1

2. 2. 3

2. 4

2. 5

2. 6

2. 7

2. 8

2. 9

2. 10

2. 11

2. 12

2. 13

2. 14

2. 15
Review of City existing tributary sanitary system 2/ 9/026 7 2/ 16/026 Validate new pump station parameters 2/ 9/026 7 2/ 16/026 Site walk with City maintenance staff 2/ 18/026 0 2/ 18/026 Existing condition assessment memorandum 2/ 18/026 16 3/ 6/ 2026 Site topographic survey 2/3/026 21 3/ 16/ 2026
Geotechnical investigation and report 2/ 9/026 34 3/ 15/ 2026 Evaluate existing O Street pump station modifications 2/ 9/026 7 2/ 16/026 Develop Basis of Design for new O Street pump station 2/ 18/026 40 3/0/ 226 Hydraulic review of proposed pump station configuration 2/ 18/026 33 3/ 23/026 Pump station operations: low, average, and peak flows 2/ 18/026 33 3/ 23/026 Operations & maintenance concerns: noise, odor, access 2/ 18/026 33 3/ 23/026 Draft Basis of Design 2/ 18/026 34 3/ 24/026
Draft Basis of Design workshop 3/0/ 226 0 3/0/ 226
City review and comments on Draft Basis of Design 3/0/ 226 14 4/ 13/ 2026 Final Basis of Design 4/ 13/ 2026 11 4/ 24/026
3 Prepare Plans, Specifications, and Estimates

3. 1

3. 2

3. 3. 4

3. 5

3. 6

3. 7

3. 8

3. 9

3. 10

3. 11

3. 12

3. 13

3. 14

3. 15

3. 16

3. 17

3. 18

3. 19
Develop 35% plans in parallel with Basis of Design 2/3/026 35 3/0/ 226 35% Plan review workshop and City comments 3/1/ 2026 14 4/ 14/ 2026 Develop 60% plans and specifications 3/0/ 226 28 4/ 27/026 60% Constructability and maintenance review 4/ 27/026 4 5/ 1/ 2026 60% Bypass staging assessment 4/ 27/026 4 5/ 1/ 2026
60% Plan review workshop and City comments 5/ 4/ 2026 18 5/ 22/026 Suppemental survey and potholing 5/ 22/026 21 6/ 12/ 2026 CEQA categorical exemption 5/ 22/026 0 5/ 22/026
PG& Ewill serve application 5/ 22/026 101 8/ 31/ 2026
CARB generator set application 5/ 22/026 192 11/ 30/ 226 Develop 90% plans, specifications, and estimate 5/ 22/026 35 6/ 26/026 90% Constructability and maintenance review 6/ 26/026 7 7/ 3/ 2026 90% Bypass staging assessment 6/ 26/026 7 7/ 3/ 2026
90% Plan review workshop 7/ 6/ 2026 0 7/ 6/ 2026
90% Structural elements review 7/ 6/ 2026 11 7/ 17/ 2026 90% Plan review workshop and City comments 7/ 20/26 14 8/ 3/ 2026 Develop 100% plans, specifications, and estimate 8/ 3/ 2026 25 8/ 28/026 100% City comments 8/ 31/ 2026 14 9/ 14/ 2026
Submit PS& Ebid documents and bid schedule 9/ 14/ 2026 14 9/ 28/026 FREYER & LAURETA, INC. '. 29
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5 ESTIMATED PROJECT SCHEDULE ( CONY.)
4 Bidding Assistance

4. 1

4. 2

4. 3

4. 4. 5

4. 6
Finalize PS& Ebid documents, bid schedule, and advertise 9/ 28/026 11 10/ 9/ 2026 Participation in pre -bid meeting 10/ 9/ 2026 38 11/6/ 2026 Preparation of addenda 10/ 26/026 21 11/6/ 2026
RFIs 10/ 26/026 21 11/6/ 2026
Bid opening assistance, analyze bid results 11/6/ 2026 2 11/8/ 2026 Recommendation for award 11/8/ 2026 2 11/ 20/26
5 Engineering Support Services During Construction

5. 1

5. 2

5. 3

5. 4

5. 5. 6

5. 7

5. 8

5. 9

5. 10

5. 11
Construction meeting participation 1/ 8/ 2027 0 1/ 8/ 2027 RFIs & ASIs 1/ 8/ 2027 80 3/ 29/027
Submittal reviews 1/ 8/ 2027 80 3/ 29/027
Change order reviews 3/ 29/027 155 8/ 31/ 2027
Review of project schedule and invoices 3/ 29/027 155 8/ 31/ 2027 Site walks and punch list supplement 8/ 31/ 2027 30 9/ 30/ 227 Commissioning support 9/ 30/ 227 29 10/ 29/027
Review of Operation and Maintenance manuals
Review of warranties
9/ 30/ 227 29 10/ 29/027
9/ 30/ 227 29 10/ 29/027
Coordination of contractor as- builts 9/ 30/ 227 29 10/ 29/027 Preparation of record drawings 10/8/ 2027 25 11/2/ 2027 Note: Items and dates in red are on the critical path for delivery of bid documents.

FREYER & LAURETA, INC. ' 30

6 FEE PROPOSAL

BUDGET ESTIMATE POR
0 9x.. 1 0. 957.. 4.6
LLVEs10x SERVICES
SRS
587406360
LABOR ( Naes30)
COST 151
OTNER 015667 LASTS 00T70143E0 LOST ( 21
UNIT ohm UNIT
1$7
II.

MARKUP
TOTAL
COST
OEM
151
SUB
T TALS
9)
E50 Structural Crawford
Mi
cm3
W
00 g
e III
b 1
115 I]5 8o ] 15 10 270 182 : 5 15 175
114. ,•
11t 10c5- 01 meeting
11 Bo - weekly meet,
03 Monthly Maas report
Cl mtemal00 CC
wmald wearNw, 6-Tavel
4 4 2316 1116
15 30 1x] 70 15370

51. x00 1300

55. 760 95. 760
n 30 II 50 4 2 615. au 5wmae4caat 74621 3, 400
r t
n11 RA* d[ iry58eq 22. 222, 655asyrya55
23 a
23 6, 5516 maC67 mantena ce nail
14 bast, en assessment memorandum
23 Sae opoyra3104vaey
14 sec nu ' nymphal antl report
n u a
21 Develop Bawd Ns. 701 new 096eet pump stator,

1. 9 7, ydrau0resre. or$,ro68030np 6atnn coneg1alon
290 Pimp atatton operatmc , a
naKe concern& none. odor, awes, aeahow

2. 12 Ore Bass of Design
293 Draft a 219
114 COT n0eww common. on Drat Budd Design
21 Nu( Baca of De4i5n
6160101411200102146- 70062 9 31 40 74 44 6
51140 51140
4 91435 50435
2,16 1216
2 5 II 8 2 5206 6. 106
2 6 e 4 1 4. 590 LS 94. 500 50 9540
16 31 16 917. 100 LS 1 0000 51. 600 34. 700
e 1 2, 730 1730
4 1, 01 52. 101
a 2 2 92. 430 6]. 430
840 54. 840
2 4 1 2310 2310
16 24 5 41 11 1. 500 11500
4 2 2 2 2. 600 2400
5,. 043 1. 043
2 5 a 12 6 I 2 2 2 0. 426 58. 426
8 3 16 31 19 6 671967 eslmo4Cot Taal, 2 96. 100
67 650807rc555p ns
33 33. 5 n revaw woenhop andery commena. hm 800 mew
33 Develop 6056 plans a55ap8dunols

3. 4 6044 ltac' iliry. mmanteana, ev.
33 6044 Bypass 41. 8! 16assessment

3. 6 6095 Plan review workshop and CAy 1ommena
31 suppknanA) survey u4p0n0aig
10 CEOA ale4onm.. empuon

3. 5 11483 vial serve, yon
110 CARA 2elappwa[ wn

3. 11 1.ve4 '59055pare50ec6iudan64. 55estimate
312 9095 Conabor0. 0010.4715016ana 164 4.

3. 13 076 Bypass tiling assessment
395 9055 Souaural elements Fewer,
116 9016 Plan revwe workshop 55 Cr, comma,.
317 0evewp100ed4l2$ 05c60em, 6554x1'.' 5
MR 56Otyc mm9nn

3. 19 6460117056624400, 14 is and 2, 6 schedule
Subtotal 10901 Hours- Tusk3
36 2 16 21 2 4 I I 920., 61 20. 161
1 5613 5613
72 e 36 32 , 5 4 2 1, 500 941. 100
2 I 2 3402 63.02
6 2 1 5100 52370
4 1. 980 51. 980
e 8 6 I 790 IS 1 22000 1200 524990
220 5220
4 720 5720
720 9720
64 60 48 24 2 2 I x711 545. 71
I 1 I 0665 51465
4 8 2 I 1055 91855
5296 51. 980
12 4 5. 150 3.,0
4 4 51. 980 50950
2 16 2 12 9 2 I e 2 2 2 1 27, 907 0' 7. 9211

51. 980 50980
e 8 2 2 1 2 1 59. 032 53. 032
5 220 166 162 11 5 2 2 w 1e I I 10 5 1 5, 91396 Estimated cast 7as23 151600 EREYER At MURATA, INC. 31
EFEE PROPOSAL ( CONT.)
BUDGET ESTIMATE FOR PROFESSIONAL 0ESIGN SERVICES
O Street Wastewater Pump SIM.

TASKS
2511MAT60
LABOR ( 4899101
TOTAL
lABOR
1051
51 OTHER OINECTCOSTS LS IIMA} EOCOSTIII

OMR ONE/ UNIT
COST
151
10%
MARKUP
151
TOTAL
COST
PER
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IS)
SUB
TOTALS
151
DLL Structural Crawford Confidence
e
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ao
sa
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118 175 180 220 l]5 300 300 08 220 2] 0 182 252 285 325 120 153 315 2] 5

4. 1 Hnlue P553 lad documents. bkschedule. and adverse

4. 2 Pam0patum in pre- bonweting

4. 3 Reparatonoftldenda

4. Ms
43 Bd opening assistance. analyzebd results

4. 60 Recommendation for awed
Subtotal labor Hours- Task 4
6 4 2 52510 2. 510
2 5990 5990
8 6 4 1 3, 635 3. 635
8 4 52. 860 2. 860
2 2 5990 990
2 2 990 990
8 12 22 13 511635 bosomed Cat Tao 512. 000
yn.- II Sir I. 13t iu.. tr. l U,_ u

5. 1 ConArucbn meeting prtwipaton

5. 2 P946 A61s
53 Stdruttal renews

5. 4 Change orderneviews
SS Review of arolectubed2e andmvaces

5.6 Ste walks and punch list supplement
S] Comm Doing support

9. 8 Review of Openao0L and Mwnana140 manual

5. 9 Review of wawan6es
SI0 Coordination of contractor as- buIts

5. 11 Reparation of recorddrar4ngs
50510131 labor Hours- Task5
2 2 5990 5990
16 8 4 56. 290 56. 290
18 24 4 9, 620 59, 620
12 53.] 40 53. 240
8 l 52. 310 2. 310
8 8 53. 960 53. 960
4 8 2 51030 53. 030
2 8 2 53. 066 53. 066
1 I 495 5495
8 1 2310 02310
31 16 1 1 510. 130 10,30
I 8 0 99 33 1 2 45. 941 Earn., Cat Tasks 45, 900
Total Leber Holm 33 298 348 869 250 19 4 2 48 21 56 31 23 5 I 10 14 3 515, 286 Total Estimated Cat 5362, 000 Nobs to Tw8le:
111 Billing rotes forsUboonsulants Includes 1056 markup 21 Es3maled costs arel4undMb the nearest$ 100.

MUM 6 LAURETA, INC. 32

FL
7 FEE SCHEDULE FOR ADDITIONAL SERVICES
F&L' shourly billing rates for additional services, if requested by the City and not included in the defined scope of work, are provided below. These rates apply to all time - and - materials work performed outside the contracted Tasks and remain valid for the duration of the agreement.

CHARGE RATE SCHEDULF
Professional & Technical Services of Freyer & Laureta, Inc. staff are provided on a fixed fee or an hourly rate basis as follows:

Fixed? I cc
Where a definitive scope of work can be established, many of our clients prefer that a specific fee be agreed upon in advance. Billings are submitted monthly based upon percent complete as of the last accounting day of the month.

HOwly Rc ice
Applicable to Plan Preparation, Design, and Report services where the scope of work must remain open, Freyer & Laureta, Inc. utilizes the following hourly charge rate basis for billing purposes.

Production Aide - Clerical
Drafter I - Technical Typist - Survey Tech II
Drafter II - Word Processor
Engineering Tech I - Drafter III
Staff Engineer I - Engineering Tech II - Survey Tech III Staff Engineer II - Engineering Tech III - Survey Tech IV Staff Engineer III - Senior Engineering Tech
Staff Engineer IV - Survey Tech V - Construction Inspector Associate Engineer - Associate Surveyor ( L.S.)
Senior Engineer - Construction Manager
Senior Construction Inspector
Project Manager - Principal Surveyor ( L.S.)
Senior Project Manager - Principal Surveyor ( L.S.)
Associate Principal
Principal
Forensic Engineering
Deposition & Court Appearance
Subconsultant, Reproduction, Printing, Travel, Mailing & Delivery - Cost plus 10% Interest Charge - Billings are due and payable
within 30 days. A monthly interest charge equal to the
Federal Discount Rate plus 5% will be applied on the
next billing beyond the 30 - day payment period.
2026 Rat(
118
125
135
150
175
180
185
205
220
240
240
255
275
285
300
425
550
The foregoing Charge Rate Schedule is
incorporated into the Agreement for the Services of
Freyer & Laureta, Inc. and may be updated annually.

FREYER & LAURETA, INC. 33

FL
8 EXCLUDED SERVICES
The following services are not included in F&L' s
scope of work and are not reflected in our
fee proposal. These services may be provided as additional services under a separate authorization if requested by the City:

Environmental Permitting and Studies: CEQA documentation, biological surveys, cultural resource reviews, or environmental permitting ( CDFW, RWQCB, USACE, etc.).

Construction Management & Inspection: Full- time construction inspection, materials testing, contractor oversight, or resident engineering services.

SCADA Programming and System Integration: PLC programming, SCADA interface development, communication system design, and factory or field acceptance testing.

Right - of -Way and Utility Service Applications: Property acquisition, temporary or permanent easements, and PG& Eelectrical service applications or related utility fees.

Additional services not specifically listed above or included in the defined Tasks may be provided upon request under a separate scope and fee.

APPENDIX
Resumes
FL
Jeffrey J. Tarantino, P. E

EXECUTIVE VICE PRESIDENT
Jeff Tarantino is a civil engineer with 27 years of experience in the planning, design, and construction of municipal infrastructure projects, including wastewater collection systems, pump stations, water transmission facilities, and recycled water improvements.

He has served as project manager, QA/C lead, and Principal -in - Charge for complex utility and conveyance projects throughout the Bay Area, providing leadership in permitting, multi -agency coordination, and the delivery of constructible, resilient solutions Jeff regularly supports clients in navigating technical and regulatory challenges and is recognized for his ability to guide projects from feasibility through implementation within budget and schedule.

RELEVANT A ROJ C' iS
Wastewater Collection & Rehabilitation
City of Pacifica Pedro Point Sanitary Sewer Rehab & Replacement, Pacifica City of San Mateo Sanitary Sewer Rehabilitation, Basin D, San Mateo San Mateo 25th Avenue Sanitary Sewer, San Mateo
WBSD North Bay & Ringwood Ave. Sanitary Sewer Pipeline Project, Menlo Park Treasure Island Sanitary Sewer Collection System Condition Assessment, San Francisco WBSD Belle Haven Phase 3, Menlo Park, CA
Water & Wastewater Conveyance Infrastructure
San Francisco International Airport - Recycled Water System Project, San Francisco SVCW Regional Environmental Sewer Conveyance Upgrade (RESCUE), Redwood City SFPUC Treasure Island Water Resource Recovery Facility, San Francisco Harry Tracy Water Treatment Plant to Town Water Pipeline, Hillsborough North Marin Water District Hydropneumatic Tank Replacement, Novato North Marin Water District Lynwood Pump Station Replacement Novato Coastside County Water District Nunes Water Treatment Plant Upgrades, Half Moon Bay Laguna Honda Hospital Potable Water Tank Replacement Project, San Francisco Wastewater Facility & Site Infrastructure
WBSD Flow Equalization & Resource Recovery Facility Levee Improvements ( FERRF), Menlo Park
City of Pacifica Linda Mar Pump Station Rehab, Pacifica Program & Planning Support
City of Menlo Park On - Call Pipeline Design, Menlo Park North Marin Water District, 2O24 Master Plan, Novato
Civil Engineers • Surveyors • Construction Managers
Bachelor of Science in Civil
Engineering
Santa Clara University, Santa
Clara, CA
650) 619- 3226
tarantino@freyerlaureta. com
150 Executive Park Blvd., Ste 4200
San Francisco, CA 94134
Civil Engineer CA No. 63936
Served as Principal - In -Charge
for for major municipal
infrastructure projects,
providing executive oversight
on more than $100 million in
improvements over the past
decade.

Extensive experience in the
planning, design, permitting,
and construction of civil
infrastructure, including water,
wastewater, and recycled water
systems.

Project Manager for award -
winning utility rehabilitation
projects, including the
Pedro Point Sanitary Sewer
Rehabilitation & Replacement
Project, recognized by APWA
and ASCE.

Eric Biland, P. E., QSD/ P,

QISP, LEED AP

SENIOR PROJECT MANAGER
Eric Biland is an experienced water resource manager with over 20 years of experience. His engineering and construction practices background provides clients with technical expertise informed by practical experience in sanitary sewer pump station and bypass design and construction, stormwater, sanitary sewer, potable water systems, FEMA floodplain hydrology and hydraulic analyses, water quality issues, calculations, studies, and reports. CEQA/ NEPA permitting experience includes regularly working with District representatives of the US Army Corps of Engineers, California Department of Fish and Wildlife, and the Regional Water Quality Control Board.

Eric has produced pump station renovation designs, Master Planning documents, reports, computer models, and EIR utility sections for communities in San Francisco, Alameda, the Peninsula, and the Central Valley and currently serves on the East Bay Leadership Council Water & Environment Task Force and the San Francisco Bay Area MRP 3. 0 Provision C. 3. cAlternative Treatment Systems Workgroup.

Infrastructure
i ! E VAI PROJECI. S
Design & Master Planning
WBSD Willow Pump Station, Menlo Park
WBSD Stowe Lane Pump Stations, Menlo Park
WBSD Telemetry Systems Replacement Project, Menlo Park
OAK International Sanitary Sewer Pump Station, Oakland
San Mateo County Coyote Point Sewer System, San Mateo
Treasure Island Master Plan Stormwater & Sanitary Sewer Pump Stations, San Francisco BART HMC Stormwater Master Plan, Hayward
Port of Oakland 7th Street Grade Separation, Oakland
Redwood Shores Sea Level Rise Levee Improvements, Redwood City Alameda FISC East Housing & Bayport Landing, Alameda
City of Milpitas Berryessa BART Parking, Milpitas
Redwood City Simms Metal Port -Based Recycling Center, Redwood City Atherton Channel Creek Stabilization, Atherton
FEMA Flood Control & ESHA Channel Modifications ( Lands of Washwani), Los Altos Creekside Park Sensitive Habitat, Greenbrae
Alpine Hills Tennis Club, Portola Valley
Emerald Glen Park Water Feature, Dublin
Community Park Master Plan, Half Moon Bay
Laurelwood Park Renovation, San Mateo
Civil Engineers • Surveyors • Construction Managers
Bachelor of Science in
Environmental Engineering
San Jose State University
408) 516- 1090, x401
biland@freyerlaureta_ com
20863 Stevens Creek Blvd, Ste 275
Cupertino, CA 95014
Civil Engineer CA No. 75125
22+ years in water resources
engineering and construction
Specialized in sanitary, potable,
stormwater & recycled water
systems
Experienced in pump station
design, rehabilitation,
construction for snitary,
stormwater, potable, and
recycled systems
Master planning, hydrologic &
hydraulic modeling, CEQA/ NEPA
Permitting: USACE, CDFW,

RWQCB, FEMA
Expertise in floodplain
management, sea level rise, and
habitat compliance
Richard Laureta, P. E

PRESIDENT
Rich Laureta is a civil engineer with over 30 years of experience managing, planning, and designing public infrastructure projects for cities, sanitary districts, and regional utilities. His work spans storm drain systems, potable water improvements, wastewater collection and conveyance, and utility rehabilitation projects.

Over his 28 - year tenure supporting West Bay Sanitary
District, Rich has led numerous capital improvement efforts and provided technical oversight, design coordination, and program management for complex wastewater and drainage
infrastructure. His expertise includes navigating multi - agency processes, delivering constructible designs, and supporting longterm system reliability.

EVANI PROJEC1
Wastewater & Sewer Infrastructure
SFO Recycled Water System Project, San Francisco International Airport City of Pacifica Wet Weather Equalization Basin (2. 1MG), Pacifica Silicon Valley Clean Water RESCU Program, Redwood City
Pump Station Improvements ( Menlo Park, Redwood City, San Carlos, Belmont)
Front of Plant
Gravity Pipeline
City of San Leandro, Wastewater Collection Systems, San Leandro West Bay Sanitary District - District Engineer, Menlo Park East Palo Alto Sanitary District - District Engineer, East Palo Alto Pump Stations/ Wet Weather Infrastructure
Silicon Valley Conveyance System Pump Station Pre - Design, Redwood City Daly City Westlake Pump Station Modifications, Daly City Program & Sewer Capital Planning
Silicon Valley Clean Water Conveyance System Master Plan, Redwood City Silicon Valley Clean Water Conveyance System CEQA ( Environmental Impact Report), Redwood City
Civil Engineers • Surveyors • Construction Managers
Bachelor of Science in Civil
Engineering
California Polytechnic State
University, San Luis Obispo, CA
415) 534- 7070, x102
laureta@freerlaureta. com
150 Executive Park Blvd., Ste 4200
San Francisco, CA 94134
Civil Engineer CA No. 55783
Project Manager for West Bay
Sanitary District projects for 28
years
Over 30 years of experience
in the design, management,
and construction of public
infrastructure, including
storm drain, potable water,
wastewater, and facility
upgrades.

Experienced in providing peer
review and technical oversight
for public agency capital
improvement programs
and complex infrastructure
projects.

Mark Quito

SENIOR PROJECT ENGINEER
Mark is a seasoned Civil Engineer with extensive experience in infrastructure design and hydraulics/ hydrology modeling. He has managed and supported a wide range of engineering projects from concept through construction, demonstrating a strong command of technical design, plan preparation, specification development, and multi - agency coordination.

Mark has been responsible for all phases of project delivery, including project management, design execution, construction support, and stakeholder engagement across private, municipal, and state - funded projects. His depth of experience and commitment to quality allow him to effectively lead and support diverse civil engineering efforts.

Representative projects Mark has contributed to include:

RELF'' ANY PRO.) „CI S
Infrastructure Planning & Design
Coyote Point County Park Sanitary Sewer Improvement Project, San Mateo WVSD Curtner Avenue Sewer Extension Project, Campbell
City of Petaluma La Creta Tank Replacement Project, Petaluma City of Santa Rosa, Water Tank Replacement, Santa Rosa
WBSD Telemetry Systems Replacement Project, Menlo Park
WBSD Willow Road Pump Station Rehabilitation Project, Menlo Park Stowe Lane Pump Station Rehabilitation Project, Menlo Park SLVWD Foreman Creek Pressure Break & Filtration Structure, Boulder Creek Pulgas Creek Watershed Study, San Carlos
El Camino Real Stormdrain Improvement Project, Atherton Michelle Mutual Water Company Water Storage Tank Replacement, Redwood Estates
San Mateo Waste Water Treatment Plant Survey Mapping, San Mateo Palo Alto Bayshore Water Meter Replacement, Pato Alto
Pacifica Wet Weather Equalization Basin, Pacifica
San Francisco Doyle Dr. Temporary Wastewater Pump Station Project, San Francisco
Cambria Pump Station, Cambria
Las Gallinas Terra Linda Force Main Access Structure & Miscellaneous Pump Station Improvement, San Rafael
Daly City5B Seismic Performance Improvements, Daily City Foster City Emergency Generator Replacement, Foster City Bachelor of Science in Civil
Engineering
Sacramento State University
408) 516- 1090, x404
c uito@freyerlaureta. com_
20863 Stevens Creek Blvd., Ste 275
Cupertino, CA 95014
Civil infrastructure planning,
with advanced capabilities
in hydraulics and hydrology
analysis.

Skilled at navigating city,
county, and state processes
to streamline approvals and
project delivery.

Provides critical support during
construction, ensuring design
integrity and field coordination.

Civil Engineers • Surveyors • Construction Managers
loana Taropa, E. I.T.

STAFF ENGINEER
loana is a civil engineer specializing in water resources, hydraulic analysis, and stormwater and utility infrastructure design for public agencies throughout the Bay Area. Her work includes planning and design of pipelines, pump stations, telemetry systems, stormwater facilities, and sanitary sewer improvements.

She prepares technical studies, regulatory documentation, and project reports, collaborating closely with municipalities, water districts, and permitting agencies to develop compliant, resilient, and constructible infrastructure solutions. loana' stechnical rigor and coordinated approach contribute to high -quality deliverables across multidisciplinary capital projects.
i? ! EVAN' 1PROJEC1 S
Infrastructure Planning & Design
City of Pacifica Wet Weather Flow Equalization Basin ( WWFEB), Pacifica County of San Mateo Coyote Point Sanitary Sewer Improvements, San Mateo West Bay Sanitary District Telemetry Systems Replacement, Menlo Park WBSD Willow Road Pump Station Replacement Menlo Park
SLVWD Foreman Creek Pressure Break & Filtration Structure, Boulder Creek Bayshore Sanitary District Carlyle Pump Station CIP Report, Redwood City Town of Hillsborough Highline Waterline, Hillsborough
LGVSD Emergency Bypass Structures, San Rafael
LGVSD FM Access Structures, San Rafael
Michele Mutual Water Company Water Tank Replacement, Santa Rosa SVCW SWPPP Inspections, Redwood City
WBSD Stowe Lane Pump Station Replacement, Menlo Park
North Marin Water District, Bahia Pump Station, Novato
Additional Infrastructure Planning & Design
India Basin Redevelopment Street Improvement Plan, San Francisco UCSFAIdea Road Resurfacing, San Francisco
1650 Owens Easement Vacation Applications, San Francisco Bachelor of Science in Civil
Engineering
San Jose State University,
San Jose
408) 516- 1090 x 403
taropa@freyerlaureta. com
20863 Stevens Creek Blvd., Ste 275
Cupertino, CA 95014
Hydraulic and hydrologic
analysis to support design
of water, wastewater, and
stormwater infrastructure for
public agencies.

Development of utility designs
for pipelines, pump stations,
telemetry systems, and civil/ site
improvements.

Preparation of technical studies,
regulatory documentation,
and project reports to support
permitting and project
compliance.

Civil Engineers • Surveyors • Construction Managers
Jason Feudale

COINS I RUCTION & ENGINEERING SERVICES MANAGER
Jason brings over 24 years of experience in civil infrastructure design, utility coordination, and field inspection. His background bridges engineering design and hands- on construction oversight, enabling him to deliver practical, buildable solutions across public works and private development projects. Jason specializes in grading, drainage, utility design, and pump station planning, with extensive experience supporting capital improvement programs and redevelopment efforts throughout the Bay Area.

He has led and supported multidisciplinary design teams, prepared civil plan sets for complex utility and site infrastructure systems, and served as an on - site construction inspector for sanitary sewer, storm drain, and water system installations. His unique combination of design fluency and field expertise ensures constructibility, compliance, and streamlined project delivery across agencies and jurisdictions.

PEI EVANT PROJECTS
Infrastructure Planning & Design
City of East Palo Alto University Ave. & Weeks Street 12 - Inch Water Main, East Palo Alto City of East Palo Alto Woodland Ave, Waterline & Palo Alto Interconnect, East Palo Alto East Palo Alto Sanitary District, 2O25 Master Plan Update, East Palo Alto Town of Los Altos Hills Engineering Analysis ofAdobe Creek Sewer System, Los Altos Hills Mission Bay Development ( Various Private Clients), San Francisco Britannia Development Oyster Point, South San Francisco WBSD Village Square Pump Station & Cervantes Rd. Grinder Pump Force Main, Portola Valley
WBSD, Stowe Lane Pump Station, San Mateo County
City of San Leandro Wicks & Blue Dolphin Pump Stations, Sewer Pipeline Replacement, and Point Repair Projects, San Leandro
City of Palo Alto Foothills Park Maintenance and Parking Lot Improvements, Palo Alto City of Burlingame Neighborhood Storm Drain Projects # 1 & # 2, Burlingame EPASD CIP 2OO7 & 2OO8, 2O1O Sanitary Sewer Improvement Project, East Palo Alto WBSD Illinois Pump Station, East Palo Alto
WBSD Office Building Design, Menlo Park
WBSD Belle Haven Phases I —III Pump Station, Menlo Park WBSD Sausal Vista Sanitary Sewer Pump Station, Menlo Park Stanford University SandHill Road Waterline Replacement ( Phase 1 & 2), Stanford Stanford University Kappa Sigma & Lomita Residences Sewer Replacement, Stanford Bachelor of Science in Civil
Engineering
California State University, Chico
408) 516- 1090, x405
feaudalecafreyerlaureta. com
20863 Stevens Creek Blvd., Ste 275
Cupertino, CA 95014
Contruction inspector for West
Bay Sanitary District, East
Palo Alto Sanitary District, and
erosion Control Inspector for the
town of Portola Valley
Areas of expertise include
construction engineering,
grading, drainage, erosion
control, utility design, and
construction inspection
OSHA # 7410 Managing
Excavation Hazards; MUTCD
Traffic Work Zone
Civil Engineers • Surveyors . Construction Managers
Stanford University Residential Housing Area Water Main Replacement ( Basis of Design), Stanford Stanford University Bowdin Storm Drain Replacement, Stanford Stanford University Lomita & Mayfield Water Main Replacement, Stanford Stanford University Upper Mayfield Water& Sewer Replacement, Stanford Stanford University Escondido Lake Water Replacement, Stanford Stanford University Salvatierra Street Sewer Extension, Stanford Stanford University Campus Drive Water Replacement, Stanford Construction Inspection
Town of Portola Valley, Grinder Pump and Sewer Projects (Kebcenell Residence Driveway, Peak Lane, Cervantes Road, Westridge Drive), Portola Valley
West Bay Sanitary District, Sewer Improvements ( Veterans Hospital, Royal Oak, Lane Woods, Heritage Oaks, Morgan Lane I & II, Pope Street Emergency Repair), Menlo Park San Mateo County, Los Trancos Sewer Project San Mateo County Town of Los Altos Hills, 2016 Sanitary Sewer Capital Improvements, Los Altos Hills Villa Del Monte Mutual Water Company, Skyview Tarrance Tank & Chloramine Modification, Santa Cruz County
West Bay Sanitary District, On -call inspection, San Mateo County City of East Palo Alto, Gloria Way Well, East Palo Alto Stanford University, On - call inspection, Stanford
Stanford University, Lasuen Mall Utility Replacement Project, Stanford Los Altos Hills County Fire District, Hydrant Inspection, Los Altos Hills Civil Engineers • Surveyors • Construction Managers
Tess King, E. I.T.

STAFF ENGINEER
Tess brings a strong background in Transportation Engineering, Physical and Environmental Geography, and Geographic
Information Systems ( GIS). She has extensive experience in construction management, design support, and technical
documentation, having contributed to multidisciplinary projects ranging from sanitary sewer and stormwater improvements to large- scale site infrastructure and urban design.

Before joining F&L, Tess worked on major construction and mining projects as a Survey Assistant and supported design initiatives including a multi -modal parking facility, light rail transit corridor, and river rehabilitation plan. Her approach emphasizes practical, sustainable solutions and clear communication across project teams.

She currently serves as a Staff Engineer on a
range of public works
and infrastructure assignments throughout the Bay Area.

RELEVANT ANA PROJECTS
Public Works
Silicon Valley Clean Water — Laboratory Replacement, Redwood City Stanford University Cul- De- Sac Water & Sanitary Sewer Replacement, Stanford Atherton El Camino Real Storm water & Drainage Improvements, Atherton SLVWD Foreman Creek Pressure Break, Boulder Creek
East Palo Alto Sanitary District On -Call, East Palo Alto WBSD Plat & Legal Descriptions, Menlo Park & Portola Valley San Carlos Pulgas Watershed Study, San Carlos
Infrastructure
UCSF— Parnassus Campus Fire Water System, San Francisco Revised Side -Wide Paster Plan Conceptual Design & Phase 1 Schematic Design Private), San Francisco
Kelley Foley - 25 Bear Gulch Sewer Annexation, Portola Valley UCSFAldea Road Paving & Sidewalk Repair, San Francisco
Bachelor of Engineering, Civil
Engineering, Transportation
Engineering Specialization
Toronto Metropolitan
University, Toronto, ON
Bachelor of Science in Physics,
Physical & Environmental
Geography, Minor in GIS -
University of Toronto, Toronto,
ON
408) 516- 1090 x 408
kin fr erlaureta. com
20863 Stevens Creek Blvd.,
Ste 275
Cupertino, CA 95014
Public works and private
infrastructure design support
across multiple Bay Area
agencies
Strong technical background
in construction management,
CAD, and GIS applications
Field and design experience in
water, sewer, and stormwater
improvements
Interdisciplinary training
in Transportation
Engineering, Geography, and
Environmental Systems
Civil Engineers . Surveyors • Construction Managers

EDUCATION
Masters in Civil Engineering,
Geotechnical Emphasis,
San Jose State University,
1995
BS Civil Engineering, San
Jose State University, 1989

REGISTRATIONS
Civil Engineer, CA # 53710
Geotechnical Engineer,
CA #2492

ORGANIZATIONS
Member, American Society
of Civil Engineers
Geolnstitute
Academy of GeoProfessionals
Association of State Dam
Safety Officials

EXPERIENCE
At Crawford: 6 years
Total: 36 years
Christopher Trumbull, PE, GE, D. Crawford
6 Associates. Inc.

Senior Project Manager °°
j°"
Chris specializes in civil, geotechnical, and environmental consulting and project management services for a variety of clients throughout California and the western US.

Chris also manages large and complex geotechnical projects, including transportation, public works, flood control, hydropower, essential facilities, military, correctional, power, industrial, ports, and other markets. Due to his past experience, he provides state- of- theart quality assurance / quality control on his projects and stresses client communication as the most important factor in creating successful projects.

REPRESENTATIVE PROJECTS
E Lathrop Water Distribution System Improvement Project, City of Lathrop, CA Served as Senior Project Manager for the Geotechnical Report on the East Lathrop Water Distribution System Improvements Project in Lathrop, California, involving extensive replacement and installation of new 8- to 12 -inch PVC water mains. Provided high- level technical review and oversight of field data, laboratory results, and engineering analyses.

Validated conclusions and recommendations for excavation, backfill, and pavement design, with emphasis on mitigating risks associated with loose sandy soils, shallow groundwater, and corrosive conditions.

McKinley Avenue Forcemain Intertie Project, City of Lathrop, CA Project Manager. Managed preparation of a Geotechnical Report for the McKinley Avenue Forcemain Intertie Project in Lathrop, California, involving over 5, 700 feet of wastewater pipeline construction with open -cut and trenchless methods. Oversaw project planning, subsurface exploration, and laboratory testing to ensure timely and accurate deliverables.

Directed field operations and coordinated with drilling subcontractors for 12 exploratory borings. Provided management oversight for geotechnical analyses and recommendations, including trench stability, groundwater control, and soil backfill requirements, addressing challenges such as loose sands and groundwater at excavation depths. Supported the City' s goal of improving wastewater system connectivity with safe, constructible design guidance.

Ducks Unlimited Sutter NWR Lift Station, Sutter County, CA Project improvements include four new pumps with fish screen constructed on a new lift station structure, a new distribution structure and spillway, and 700 -lineal feet of 54 -inch diameter conveyance pipe connecting the new pumps to the distribution structure. This project is utilizing a modified design/ build approach. Chris performed QA/C for the Geotechnical Report, which included recommendations for open- end steel pipe pile deep foundations for the platform, pipe, and ramp supports; and spread and/ or mat foundations for the distribution structure. Developed idealized geotechnical engineering properties and strength/ bearing characteristics of foundation materials; calculated compressive, tension, and lateral resistance for the pump station; and provided recommendations for the distribution box, grading, and pipeline trench stability and backfill. The team also observed foundation installation and provided actual pile capacity based on the Gates Formula.

Notre Dame Road Water Main, Bufte County, CA
Senior Project Manager. Provided Geotechnical services for the installation of a new water main under a creek, connecting to existing water lines on either bank. The project' s objective was to provide geotechnical design and construction recommendations for a trenchless crossing. Services included site reconnaissance, drilling and sampling of two borings, review of nearby historical borings, laboratory testing, and geotechnical engineering analysis. Key issues identified include the presence of very dense sand, gravel, and cobbles above the pipe zone, and hard clay with gravel, very dense clayey sand with gravel, very dense silty sand, and very dense silty gravel with sand within the pipe and casing zone. The contractor was advised to select appropriate trenchless installation methods to prevent settlement and maintain pipe alignment, and to have contingency plans for potential caving or flowing of soil. Groundwater was encountered, requiring dewatering considerations during construction.

Christopher Trumbull, PE, GE, D. GE
Plunkett Road Waterline Project, Humboldt County, CA
Senior Project Manager. This project included replacing 2, 800 ft of asbestos cement with an HDPE pipeline. The project also included approximately 600 ft of bypass pipeline that could include trenchless installation. The booster pump station also required improvements. Key geotechnical considerations were liquefaction, pipeline design parameters, foundations for the booster station, and pavements.

City of Angels WWTP Upgrade Clear WeII Removal, Angels Camp, CA Senior Project Manager in charge of a Geotechnical Report to provide recommendations for the removal of existing structures and site preparations. The project includes a new 5 -ft diameter tank, incline plate clarifiers, effluent tank, sludge tank, and press feed pumps, all supported on concrete pad foundations. Performed a field exploration and laboratory testing program and reviewed site seismicity to develop conclusions. Recommendations included removal and processing of on - site soil to reduce differential settlement, grading, fill placement, and compaction.

Jenny Lind Water System Tank A -B Transmission Pipeline, Valley Springs, CA Senior Project Manager in charge of a Geotechnical Report for - 22, 000- If of either Ductile Iron or PVC pipeline constructed using open trench construction. The report includes a review of site geology, a field exploration program with 10 exploratory test borings and seismic refraction study, results of laboratory testing, and seismic design parameters. Key geotechnical considerations associated with design and construction of this project include the excavatability of the dense residual soil and decomposed underlying rock. Estimated the Modulus of Soil Reaction Values and calculated thrust restraint.

Duncan HiII Treated Water Improvements, Placer County, CA Senior Project Manager. Project includes a 12 -inch diameter ductile iron pipeline installed by open trench and trenchless methods and a pipe bridge with spread footings. Key geotechnical considerations include variability of transition depths between residual soil and the underlying rock and the presence of varying degrees of weathering and hardness in the underlying rock along the pipeline alignment. Recommendations include pipe bridge foundations; open -cut and trenchless pipeline sections; tie -down ground anchors; and construction considerations.

San Juan Bautista to Hollister Sanitary Sewer Force Main, San Benito County, CA Senior Project Manager. Provided QA/C services for a geotechnical report to address the planned installation of a 7. 4 - mile, 10 -inch diameter sanitary force main from San Juan Bautista to Hollister, California, which aims to decommission the San Juan Bautista wastewater treatment plant by pumping sewage to the Hollister facility. Provided geotechnical data, conclusions, and recommendations for the open -cut and trenchless pipe installation design aspects of the project. Services included site reconnaissance, drilling 14 exploratory borings, laboratory testing of soil samples, and engineering analysis.

Key geotechnical issues include granular and soft fine- grained soils, potential shallow groundwater, the presence of the San Andreas Fault within the Alquist- Prolo zone, and the design of pipe bridge supports. Mitigation measures are recommended to address fault rupture and soil conditions.

State Route 29 Waterline Replacement, Napa County, CA
Senior Geotechnical Engineer responsible for leading the geotechnical effort for the investigation of the waterline replacement including 2,00 feet of open -cut replacement, 300 feet of trenchless crossing below the railroad tracks, and two box culverts. Subsurface conditions included stiff clay and groundwater around the invert depth. A geotechnical report was prepared with recommendations for thrust blocks, trenchless geotechnical parameters, volume shrink/ swell, and trench bedding and backfill.

Miscellaneous Sewer Rehabs - Project 4 South Geotechnical Investigation, Sacramento County, CA Senior Geotechnical Engineer responsible for performing geotechnical investigations at each of seven rehabilitation project sites where work included line replacement, trenchless crossings, bursting pipe, and manhole replacement. Provided recommendations for excavation support, trench backfill, and trenchless crossings; challenges include drilling in very heavy traffic areas with many underground utilities.

County of Sacramento Airport System - Sacramento International Airport Domestic Water Connection Project, Sacramento County, CA
Senior Geotechnical Engineer responsible for leading the geotechnical investigation for this 3. 5 -mile pipeline and water tanks project. The pipeline was installed primarily by open cut methods with some trenchless crossings at roadways, I-5, and canals. Two 110 -foot diameter ( 1. 4 million gallon) tanks with a booster station were constructed for storage and, due to the soft soil conditions, they were supported on a driven pile foundation system. The project also included a building for the booster station and asphalt paving. Soft clays and high groundwater were the primary concerns.

WBSD Flow EQ & Resource Recovery, West Bay Sanitary District, Menlo Park, CA Senior Project Manager. Prepared a Geotechnical Memorandum for a new outfall consisting of twin 24 -inch pipelines beneath a raised levee and future site development. Work addressed a site underlain by soft Bay Mud with variable fill, assessing settlement, temporary slope instability, groundwater, and corrosion potential. Services included site reconnaissance, exploratory boring, laboratory testing, subsurface characterization, and geotechnical analysis to support design recommendations for levee grading, shoring, dewatering, and trench stabilization.

Peter Bonneau PE
peterbonneaupe( agmail. com.
508- 826- 1466
Education and Licensure
Professional Civil Engineer in the State of California, License # 81545 B. S. Civil/ Environmental Engineering, UMass Lowell- 3. 908 GPA ( 2010) B. F.A. (concentration in painting), UMass Amherst- 3.70 GPA ( 2002) Software
AutoCAD and AutoCAD Civil 3D, Microstation, ArcGIS, HEC- RAS, SWMM, Hydraflow, Projectwise, RISA, Adobe/ MS Office
Experience
Peter Bonneau PE, Structural Design Inc. Richmond CA ( October 19 -Current) President of S -Corp providing residential and commercial structural engineering services in the Bay Area.

Projects span the gamut from new to existing structures, including restorations, remodels, and additions.

Providing designs to satisfy current building codes, including IBC, NDS, ACI, AISC, and ASCE.

Drafting a full set of structural plans and details for building permit submittal.

Providing a complete set of structural calculations for plan check review.

Consulting during construction phase of projects.

Performing structural observations and special inspections.

WRECO, Walnut Creek and Oakland CA (Aug 17- Oct 19)
Drafted plans, profiles, and details in AutoCAD Civil 3D and Microstation for drainage systems, utilities, and open channel systems for Caltrans, BART and multiple local agencies. Civil 3D skills include but are not limited to creating and modifying surfaces, alignments, profiles, and grading. Also proficient in creating and modifying styles.

Modeled and designed urban and highway storm water systems using HEC- RAS, Hydraflow, and SWMM software.

Created maps and perform watershed analyses with ArcGIS.

Designed/ drafted pump stations in Microstation and AutoCAD Civil 3D.

Drafted technical reports and memos, including assisting with drainage reports, stormwater reports, and preliminary cost estimates.

Provided CAD support for BART tunnel sections.

Assisted with a city- wide storm water drainage system analysis using ArcGIS for a local municipality. Compiled a city- wide database of existing watersheds and drainage features for further analysis and maintenance purposes. Provided data sheets for each site including maps, site photographs, descriptions of existing features and recommendations for improvement. Assisted project manager with final storm drain master study.

Stillwater Sciences, Berkeley CA (Aug 15 — Jan 17)
Created existing, proposed, and cut -fill surfaces and drafted grading plans in AutoCAD Civil 3D for multiple river restoration projects and pond and culvert installations. Drawings included site plans, profiles, sections, planting plans, and details.

Drafted parcel plot plans in AutoCAD Civil 3D and ArcGIS for multiple private landowners in Humboldt County.

Performed hydrological flow calculations and sized culverts for various public and private road assessment projects.

Modeled restoration project reaches in HEC- RAS, using USGS StreamStats data and CAD channel crosssection geometry, to determine channel velocity and shear values.

Drafted basis of design reports for permitting of aquatic habitat enhancement treatments and river restoration projects, including the design of large woody debris structures.

Drafted tech memos, soils reports, and water resource protection plans for private cultivation and road assessment projects in Humboldt County.

Analyzed annual monitoring data and drafted an extensive monitoring report to evaluate the impact of gravel mining and report on trends of sediment storage in the Russian River.

Developed a calculator to determine the total anchorage necessary to stabilize in -channel large woody debris structures.

Professional development training in Esri ArcGIS.

Kevin Donahue Structural Engineer, Berkeley CA ( June 10 — Aug 15) Designed new and existing residential and public structures to satisfy current building codes, and managed projects through to completion. Projects included new construction, restorations, and remodels/ additions.

Designed and analyzed wood, steel, and concrete/ CMU structures using the latest IBC, NDS, ACI, AISC, and ASCE codes.

Drafted structural plans and details in AutoCAD.

Analyzed structures under gravity, soil, and lateral loads, including wind and seismic, and compiled a complete set of structural calculations for plan check review.

Provided consultation during construction phase of projects.

Performed structural observations and special inspections.

Streamlined design process using MathCAD and Excel spreadsheets.

FlowWest LLC, Oakland CA ( Nov 10- June 13)
Drafted site, grading, recreational and planting plans and details for multiple, river -restoration, fish -passage, and dam -removal projects in AutoCAD Civil 3D.

Created existing three- dimensional topographical models in AutoCAD Civil 3D, graded models to create proposed conditions, and cut cross -sections at designated river stations to increase the accuracy of HEC- RAS/ hydraulic modeling. Data sources included LIDAR and survey points collected at different times and by different organizations in multiple data formats.

Performed cut/ fill earthwork calculations in Excel and Civil 3D.

NOAA Restoration Center, Narragansett RI ( Internship May 09 - Aug 09) Researched hydrological principles of dam removal and the impact on local, diadromous fish species.

Used HEC- RAS to model existing and post -dam removal conditions at Kenyon Industries Dam, Pawcatuck River, RI.

Collected soil samples and ran grain -size and bulk -density analyses at URI Soils Lab.

Presented research findings and predictions in a technical paper and PowerPoint presentation at a symposium in Silver Spring MD, NOAA headquarters.

Academic Recognition
NOAA Hollings Scholarship 2008, 2009 ( full scholarship) Dean' sGold Metal ( Graduated with highest GPA in Civil/ Environmental Engineering Dept.) UMass Lowell Scholarship Fund 2009
Academic Engineering Endowment Scholarship 2009
Bertram Berger Memorial Fund Scholarship 2009 ( Boston Society of Civil Engineers Section/ ASCE) Francis McKone Scholarship Endowment Fund 2008
Member of Tau Beta Pi and Chi Epsilon National Engineering Honor Societies Dean' slist 2007 - 2009

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