Agenda packet, second session — Brentwood City Council, November 14, 2023 (part 2 of 6)

City of Brentwood
Request for Proposals
Page | 5
City Attorney Approved Version 060120
C. Public Records. The City is subject to the provisions of the California Public Records Act (Govt. Code § 6250 et seq.) (the “Act”), and each Proposal submitted to the City is subject to disclosure as a public record, unless the Proposal or any portion thereof is exempt under the Act. If a Respondent believes that any portion of its Proposal is exempt from disclosure under the Act, it must clearly identify the portion(s) it believes to be exempt and identify the basis for the exemption. Each Respondent bears the burden of proving any claimed exemption under the Act, and by submitting a Proposal, a Respondent agrees to indemnify, defend, and hold harmless the City against any third party claim seeking disclosure of the Proposal or any portions thereof.

Attachments:

Exhibit A – Form of Agreement
Exhibit B – Scope of Services
Exhibit C – Bioforcetech Basis of Design Document
Exhibit "B"
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City of Brentwood
Request for Proposals
Page | 6
City Attorney Approved Version 060120
Exhibit A – Form of Agreement
Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821

AGREEMENT FOR CIVIL ENGINEERING SERVICES
[Insert Name of Consultant]
THIS AGREEMENT FOR CIVIL ENGINEERING SERVICES (“Agreement”) is made and entered into as of the ____ day of _________________, 2023 by and between the City of Brentwood, a municipal corporation of the State of California ("City"), and ____________________________________________, a _______________ ("Consultant") (each a “Party” and collectively, the “Parties”).

RECITALS
A. City does not have available personnel specifically trained and experienced to perform the civil engineering services required and requires the professional services of an individual or business entity with the necessary license, qualifications and experience to provide civil engineering services for the City’s Biosolids Dryer Project, CIP Project No. 592-59140 (the “Project”).

B. Consultant has the necessary license, professional skills and experience necessary to perform the civil engineering services described in this Agreement, and as further described in Exhibit A to this Agreement (“Exhibit A”), and in the City’s Request for Proposals for Civil Engineering Services for the Project, dated <RFP Date> (“RFP”), attached as Exhibit B, both of which exhibits are incorporated herein.

C. City desires to engage Consultant to provide these civil engineering services by reason of its qualifications and experience in performing such services.

D. Consultant has submitted a proposal to City, dated <Month and Day>, 2023 (“Proposal”), attached as Exhibit C and incorporated herein, in response to the City’s RFP, and has affirmed its willingness and ability to provide such civil engineering services on the terms and manner set forth in this Agreement.

NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the Parties agree as follows:

1. Definitions. The following definitions apply to the body of this Agreement and Exhibit A unless otherwise indicated. Defined terms are capitalized in the Agreement with the exception of the words “day” and “including.”

1.1 Additional Services means civil engineering services in addition to the Basic Services, which are provided pursuant to the City’s written request or prior written authorization.

1.2 Basic Services means those civil engineering services necessary for design and construction of the Project, as specified in Exhibit A and in the RFP and Proposal.

1.3 Change Order means a written document approved and signed by the City after execution of the Construction Contract, which changes the scope of Work, the Construction Contract Price, or the Construction Contract Time.

1.4 City Engineer means the current or acting City Engineer and Director of Public Works for the City of Brentwood or his or her authorized delegee.

1.5 Construction Contract means the signed agreement between the City and Contractor, which includes and incorporates the Construction Documents.

1.6 Construction Contract Price means the total compensation to be paid to the Contractor for performance of the Work, as set forth in the Construction Contract.

1.7 Construction Contract Time means the time within which the Contractor is required to perform the Work, as set forth in the Construction Contract and as may be amended by Change Order.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 2

1.8 Construction Documents means all of the documents that are prepared following approval of the Design Development Documents for bidding and construction of the Project, as further detailed in Exhibit A.

1.9 Contractor means the individual, partnership, corporation, or other entity which has signed the Construction Contract with the City to perform the Work. “Contractor” includes the Contractor’s subcontractors, unless the context indicates otherwise.

1.10 Day means a calendar day unless otherwise specified.

1.11 Design Development Documents means detailed documents which are prepared following approval of the Schematic Design Documents, as further detailed in Exhibit A.

1.12 Design Documents means, collectively, the plans, drawings and specifications prepared or provided by the Consultant for the Project at all design stages, including Schematic Design Documents, Design Development Documents and Construction Documents.

1.13 Including, whether or not capitalized, means “including; but not limited to” unless the context requires otherwise.

1.14 Project Manager means the City employee or representative with primary responsibility for overseeing design and construction of the Project and who will be Consultant’s sole point of contact for the City unless otherwise stated. The Project Manager for this Project is Casey Wichert.

1.15 Project Schedule means the detailed schedule developed by the Consultant, and subject to the City’s approval, for design and construction of the Project, based on the Proposed Project Schedule provided in Exhibit A.

1.16 Proposed Project Schedule means the proposed Project schedule provided by the City in Exhibit A to this Agreement.

1.17 Rate Schedule means the schedule listing the hourly rates for Consultant’s staff and rates for costs associated with providing the Services. The Rate Schedule is included in the Proposal.

1.18 Schematic Design Documents means preliminary drawings and related documents showing the Project’s basic components, scale and location, as further detailed in Exhibit A.

1.19 Services means all civil engineering and related services required under this Agreement, including all Basic Services and any authorized Additional Services.

1.20 Work means the Contractor’s construction and services necessary or incidental to constructing the Project in conformance with the requirements of the Construction Documents.

2. Scope of Services. Consultant, acting in its capacity as a civil engineer licensed under California law, will provide the Basic Services necessary to design and construct the Project in accordance with the City’s requirements, as set forth in Part One – Scope of Services in Exhibit A, and will provide those Additional Services, if any, as requested and authorized in writing by the City.

3. Personnel and Subconsultants. Consultant will be responsible for employing or engaging all persons necessary to perform the Services. Consultant will control the manner and means of the services to be performed by its employees and subconsultants. All of Consultant's staff will be qualified by training and experience to perform their assigned tasks. Consultant will give its personal attention to the fulfillment of the provisions of this Agreement by all of its employees and consultant, if any, and will keep the Services under its control. On demand of City, if any employee or Consultant fails or refuses to carry out the Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 3
provisions of this Agreement or appears to be incompetent or to act in a disorderly or improper manner, he or she will be discharged immediately from the Services.

3.1 Consultant’s Key Personnel. The Consultant’s key personnel assigned to this Project, as specified in Consultant’s Proposal, may not be changed without the prior written approval of the City.

Consultant must promptly notify the City in writing of any changes or proposed changes to the key personnel identified in the Proposal (or subsequently approved by the City), and of any changes to the contact information (telephone and email) for any key personnel.

3.2 Consultant’s Principal Representative. Consultant’s principal representative assigned to this Project is <Name and Title>, who will have full authority from Consultant to receive and act on instructions from the City.

3.3 Subconsultants. Consultant may not engage the services of any subconsultant for this Project, including, but not limited to, firms or individuals providing specialized architectural or engineering services, without obtaining the City’s prior written approval. The City’s approval must not be deemed to create any contractual relationship between the City and any such subconsultant, except that the City must be considered a third party beneficiary of such services for the Project. Consultant must bind its subconsultants in the same manner as Consultant is bound to the City under this Agreement, including, but not limited to, the insurance and indemnity requirements.

3.4 Warranty of Qualifications. Consultant warrants and represents that Consultant, its personnel, and its subconsultants are each duly qualified, licensed, and authorized by law to perform the civil engineering and related services required under this Agreement.

4. Standard of Performance. Consultant acknowledges that in entering into this Agreement the City is relying on Consultant's special civil engineering skills and experience to do and perform the Services.

The Services provided by Consultant pursuant to this Agreement must, at all times, meet or exceed the standard of care applicable to experienced, licensed civil engineers performing similar work in the area in which the Project is located. Similarly, the Services provided by any subconsultant must meet or exceed the standard of care applicable to others practicing in the subconsultant’s field and performing similar work in the area in which the Project is located. The acceptance of the Services by City does not release Consultant from these obligations.

5. Term. Unless earlier terminated, the term of this Agreement will commence upon the date first above written and will expire upon completion of the Services by Consultant.

6. Schedule.

6.1 Time is of the essence for providing the Services. Consultant will generally adhere to the approved Project Schedule provided, that City will grant reasonable extensions of time for the performance of the Services occasioned by unusually lengthy governmental reviews of Consultant’s work product or other unavoidable delays occasioned by unforeseen circumstances; provided, further, that such unavoidable delay will not include strikes, lockouts, work stoppages, or other labor disturbances conducted by, or on behalf of, Consultant’s officers or employees.

6.2 Consultant acknowledges the importance to City of City’s Project Schedule and agrees to put forth its best professional efforts to perform the Services in a manner consistent with that schedule.

City understands, however, that Consultant’s performance must be governed by sound practices.

Consultant will work such overtime or engage such personnel and equipment as necessary to maintain the schedule, without additional compensation.

7. Compensation.

7.1 The total fee payable for the Basic Services to be performed during the term of this Agreement will be based on the Rate Schedule, for a not to exceed amount of <Amount in Words> dollars Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 4
($<Amount in Numerals>), including authorized expense reimbursements, or as otherwise specified in Exhibit A. Any authorized Additional Services will be paid for based on the Rate Schedule. No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the Services.

7.2 Payment will occur only after receipt by City of invoices sufficiently detailed to include hours performed, hourly rates, and related activities and costs for approval by City.

7.3 Within thirty (30) days after receipt of any applicable progress payment request, City will verify the accuracy of the request, correct the charges where appropriate, and make payment to Consultant in an amount equal to the amount of such application, as verified or corrected by City. No payment made prior to completion and acceptance of the Services will constitute acceptance of any part of the Services.

City reserves the right to withhold payment from Consultant on account of Services not performed satisfactorily, delays in Consultant's performance of Services, or other defaults hereunder.

8. Status of Consultant.

8.1 Consultant will perform the Services in Consultant's own way, by controlling the manner and means of the work City needs completed, and pursuant to this Agreement as an independent contractor and in pursuit of Consultant's independent calling, and not as an employee of City. The persons used by Consultant to provide the Services under this Agreement will not be considered employees of City for any purposes whatsoever.

8.2 The payment made to Consultant pursuant to the Agreement will be the full and complete compensation to which Consultant is entitled. City will not make any federal or state tax withholdings on behalf of Consultant or its agents, employees or subconsultants. City will not pay any workers' compensation insurance, retirement contributions or unemployment contributions on behalf of Consultant or its employees or subconsultants. Consultant agrees to indemnify and pay City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers' compensation payment, including, but not limited to, those based on any provision of the Federal Affordable Care Act, which City may be required to make on behalf of Consultant or any agent, employee, or subconsultant of Consultant for work done under this Agreement. At the City’s election, City may deduct the amounts paid pursuant to this Section, from any balance owing to Consultant.

9. Subcontracting. Consultant's services are being requested by City because they are unique and personal. Except as may be specified in Exhibit A, Consultant will not subcontract any portion of the Services without prior written approval of City Manager or his/her designee. If Consultant subcontracts any of the Services, Consultant will be fully responsible to City for the acts, errors and omissions of Consultant's subconsultant and of the persons either directly or indirectly employed by the subconsultant, as Consultant is for the acts and omissions of persons directly employed by Consultant. Nothing contained in this Agreement will create any contractual relationship between any subconsultant of Consultant and City.

Consultant will be responsible for payment of subconsultants. Consultant will bind every subconsultant and every subconsultant of a subconsultant by the terms of this Agreement applicable to Consultant's work unless specifically noted to the contrary in the subcontract and approved in writing by City.

10. Other Consultants. The City reserves the right to employ other consultants in connection with the Project or the Services.

11. Indemnification. Consultant agrees to indemnify, including the cost to defend, City, its officers, agents, volunteers and employees from any and all claims, demands, costs or liability (collectively, “Liability”) that arise out of, or pertain to, or relate to the negligence, recklessness, or willful misconduct of Consultant and its agents in the performance of Services under this Agreement, but this indemnity does not apply to Liability caused by the active negligence, sole negligence or willful misconduct of City. This indemnification obligation is not limited by any limitation on the amount or type of damages available under Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 5
any applicable insurance coverage and will survive the expiration or termination of this Agreement with respect to any Liability arising from or caused during the term of the Agreement.

12. Insurance. Consultant will obtain and maintain, at its cost and expense, for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the Services by Consultant or Consultant’s agents, representatives, employees or subconsultants. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A:VII."

12.1 Coverages and Limits. Consultant will maintain the types of coverages and minimum limits indicated below, unless Risk Manager or City Manager, in consultation with the City Attorney approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Consultant's indemnification obligations under this Agreement. City, its officers, agents, volunteers and employees make no representation that the limits of the insurance specified to be carried by Consultant pursuant to this Agreement are adequate to protect Consultant. The coverage will contain no special limitations on the scope of its protection to the above-designated insureds except for Workers Compensation and errors and omissions insurance. Consultant will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. If Consultant believes that any required insurance coverage is inadequate, Consultant will obtain such additional insurance coverage, as Consultant deems adequate, at Consultant's sole expense.

12.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit.

12.1.2 Automobile Liability. $1,000,000 combined single-limit per accident for bodily injury and property damage.

12.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if Consultant has no employees and provides, to City's satisfaction, a declaration stating this.

12.1.4 Professional Liability. Errors and omissions liability appropriate to Consultant’s profession with limits of not less than $1,000,000 per claim. The professional liability insurance must include prior acts coverage.

12.2 Endorsements. For Commercial General Liability Insurance, Consultant will ensure that the policies are endorsed to name the City, its officers, agents, volunteers and employees as additional insureds. Prior to City's execution of this Agreement, Consultant will furnish certificates of insurance and endorsements to City.

12.3 Cancellation. Insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent pursuant to the notice provisions of this Agreement.

12.4 Failure to Maintain Coverage. If Consultant fails to maintain any of these insurance coverages, then City will have the option to declare Consultant in breach of this Agreement, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Consultant is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Consultant or deduct the amount paid from any sums due Consultant under this Agreement.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 6

12.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements.

12.6 Primary Coverage. For any claims related to the Services and this Agreement, the Consultant’s insurance coverage will be primary insurance with respect to City, its officers, agents, volunteers and employees. Any insurance or self-insurance maintained by City for itself, its officers, agents, volunteers and employees, will be in excess of Consultant’s insurance and not contributory with it.

12.7 Reduction in Coverage/Material Changes. Consultant will notify City in writing pursuant to the notice provisions of this Agreement thirty (30) days prior to any reduction in any of the insurance coverage required pursuant to this Agreement or any material changes to the respective insurance policies.

12.8 Waiver of Subrogation. The policies shall contain a waiver of subrogation for the benefit of City.

13. Business License. Consultant will obtain and maintain a City of Brentwood Business License for the term of the Agreement, as it may be amended from time-to-time.

14. Maintenance of Records. Consultant will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Consultant will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Consultant will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

15. Ownership of Documents.

15.1 All product produced by Consultant or its agents, employees, and subcontractors pursuant to this Agreement (the “Work Product”) is the property of City. In the event this Agreement is terminated, all Work Product produced by Consultant or its agents, employees and subcontractors pursuant to this Agreement will be delivered to City pursuant to the termination clause of this Agreement. Consultant will have the right to make one (1) copy of the Work Product for Consultant’s records.

15.2 The Work Product may be used by City and its agents, employees, representatives, and assigns, in whole or in part, or in modified form, for all purposes City may deem advisable, without further employment of or payment of any compensation to Consultant; provided, however, that if this Agreement is terminated for any reason prior to completion of the Project and if under such circumstances City uses, or engages the services of and directs another consultant to use, the Work Product, City agrees to hold Consultant harmless from any and all liability, costs, and expenses relative to claims arising out of matters and/or events which occur subsequent to the termination of this Agreement as a result of causes other than the fault or negligence of Consultant, or anyone for whose acts it is responsible, in preparation of the Work Product. Consultant will not be responsible for deficiencies solely attributable to modifications of the Work Product performed by others, or that arise from use of the Documents in connection with a project or site other than that shown in the Work Product.

16. Copyrights. Consultant agrees that all copyrights that arise from the Services will be vested in City and Consultant relinquishes all claims to the copyrights in favor of City.

17. Confidentiality. All documents, reports, information, data, and exhibits prepared or assembled by Consultant in connection with the performance of the Services pursuant to the Agreement are confidential until released by the City to the public, and the Consultant will not make any of these documents or information available to any individual or organization not employed by the Consultant or the City without the written consent of the City before any such release.

18. Notices. Any notices relating to this Agreement shall be given in writing and shall be deemed sufficiently given and served for all purposes when delivered personally, by facsimile or by generally Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 7
recognized overnight courier service, or five (5) days after deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, addressed as follows:

For City:

City of Brentwood
150 City Park Way
Brentwood, CA 94513
Phone No. (925) 516-6070
Attn: Casey Wichert
Email: [email protected]
For Consultant:

Name:

Title:

Address:

Phone No.:

Attn:

Email:____________________________
Either Party may change its address for purposes of this section by giving the other Party written notice of the new address in the manner set forth above.

19. Conflicts of Interest.

19.1 City will evaluate Consultant’s duties pursuant to this Agreement to determine whether disclosure under the Political Reform Act and City’s Conflict of Interest Code is required of Consultant or any of Consultant’s employees, agents, or subcontractors. Should it be determined that disclosure is required, Consultant or Consultant’s affected employees, agents, or subconsultants will complete and file with the City Clerk those schedules specified by City and contained in the Statement of Economic Interests Form 700.

19.2 Consultant understands that its professional responsibility is solely to City. Consultant warrants that it presently has no interest, present or contemplated, and will not acquire any direct or indirect interest that would conflict with its performance of this Agreement. Consultant further warrants that neither Consultant, nor Consultant’s agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Consultant will file with the City an affidavit disclosing this interest. Consultant will not knowingly, and will take reasonable steps to ensure that it does not, employ a person having such an interest in the performance of this Agreement. If after employment of a person, Consultant discovers that it has employed a person with a direct or indirect interest that would conflict with its performance of this Agreement, Consultant will promptly disclose the relationship to the City and take such action as the City may direct to remedy the conflict.

20. General Compliance with Laws. Consultant will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Consultant, or in any way affect the performance of the Services by Consultant. Consultant will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of the Services with all applicable laws, ordinances and regulations.

21. Pandemic Health Laws. Consultant’s duty to comply with Laws includes compliance by Consultant and Subcontractors with all local, state, or federal Laws that have been or may be enacted in response to the COVID-19 pandemic (collectively, “Health Laws”), which include all of the County of Contra Costa Health Orders. Failure to fully comply with the Health Laws constitutes a material default, subject to all available remedies including suspension or termination.

22. Discrimination and Harassment Prohibited. Consultant will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.

23. Termination. In the event of the Consultant's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Consultant in writing pursuant to the notice provisions of this Agreement. Consultant has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Consultant has Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 8
performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. In the event City elects to terminate, City will have the right to immediate possession of all Work Product and work in progress prepared by Consultant, whether located at the project site, at Consultant's place of business, or at the offices of a subconsultant.

Either Party, upon tendering thirty (30) calendar days written notice to the other Party, may terminate this Agreement for convenience. In this event and upon request of City, Consultant will assemble the work product without charge and put it in order for proper filing and closing and deliver it to City. Consultant will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made.

24. Covenants Against Contingent Fees. Consultant warrants that Consultant has not employed or retained any company or person, other than a bona fide employee working for Consultant, to solicit or secure this Agreement, and that Consultant has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to terminate this Agreement for nonperformance, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee.

25. Claims And Lawsuits. By signing this Agreement, Consultant agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Consultant acknowledges that if a false claim is submitted to City by Consultant, it may be considered fraud and Consultant may be subject to criminal prosecution. Consultant acknowledges that California Government Code sections 12650 et seq., the False Claims Act, applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity.

26. Jurisdiction, Venue and Governing Law. Any action at law or in equity brought by either of the Parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of Contra Costa, State of California, and the Parties waive all provisions of law providing for a change of venue in these proceedings to any other county. This Agreement will be governed by the laws of the State of California.

27. Testimony. Consultant will testify at City's request if litigation is brought against City in connection with Consultant's services under this Agreement. Unless the action is brought by Consultant, or is based upon Consultant's actual or alleged negligence or other wrongdoing, City, upon prior written agreement with Consultant will compensate Consultant for time spent in preparation for testimony, testimony, and travel at Consultant's standard hourly rates at the time of actual testimony.

28. Successors and Assigns. It is mutually understood and agreed that this Agreement will be binding upon the Parties and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Consultant without the prior written consent of City, which will not be unreasonably withheld.

29. Section Headings. Section headings as used in this Agreement are for convenience only and will not be deemed to be a part of such sections and will not be construed to change the meaning of the section.

30. Waivers. The waiver by either Party of any breach or violation of any term, covenant, or condition of this Agreement or of any applicable law will not be deemed to be a waiver of such term, covenant, condition or law or of any subsequent breach or violation of same or of any other term, covenant, condition or law. The acceptance by either Party of any fee or other payment which may become due under this Agreement will not be deemed to be a waiver of any preceding breach or violation by the other Party of any term, covenant, or condition of this Agreement or any applicable law.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 9

31. Entire Agreement and Order of Precedence. This Agreement, together with any other written document referred to or contemplated by it embody the entire Agreement and understanding between the Parties relating to the subject matter of it. The City Manager is authorized, in consultation with the City Attorney, to agree to non-material amendments to this Agreement. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both Parties.

Notwithstanding that the RFP and Proposal are incorporated into this Agreement as Exhibit B and Exhibit C, respectively, if any provision in the Proposal or the RFP differs from or is inconsistent with the terms of this Agreement, including Exhibit A, the terms of this Agreement, including Exhibit A, will take precedence over any such differing or inconsistent provision. Likewise, to the extent any terms in the Proposal differ from or are inconsistent with the terms of the RFP, the terms of the RFP will take precedence over any differing or inconsistent terms in the Proposal

32. Authority. The individuals executing this Agreement and the instruments referenced in it on behalf of Consultant each represent and warrant that they have the legal power, right and actual authority to bind Consultant to the terms and conditions of this Agreement.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 10

33. Severability. If any term, provision, condition or covenant of this Agreement or its application to any Party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law.

34. Signatures.

34.1 Counterparts. This Agreement may be executed in two or more counterparts, each of which together will be deemed an original, but all of which together will constitute the same instrument.

34.2 Digital/Electronic Signatures. Using a City-approved method, this Agreement may be executed through the use of digital or electronic signatures in accordance with Government Code Section

16.5. The presence of an electronic signature on this Agreement will be construed as the Parties’ consent to do business electronically.

CONSULTANT:
* By:

Printed Name:

Title:
** By:

Printed Name:

Title:

CITY:

By:

Tim Y. Ogden, City Manager
ATTEST:

By:

Margaret Wimberly, City Clerk
APPROVED AS TO FORM:

By:

Damien Brower, City Attorney
If required by City, proper notarial acknowledgment of execution by Consultant must be attached. If a Corporation, Agreement must be signed by one corporate officer from each of the following two groups. *Group A. **Group B.

Chairman, Secretary,
President, or Assistant Secretary,
Vice-President CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.

If an LLC:
• The Agreement must be signed by a Managing Member or the LLC must attach a resolution empowering the signatory to bind the LLC.

Exhibit "B"
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Exhibit A
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If a partnership:
• The Agreement must be signed by the Managing Partner or the Partner authorized to execute agreements of this type. Additional documentation, such as the partnership agreement, confirming this signature authority may be required.

If a sole proprietorship:
• The Agreement must be signed by the owner.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 12

AGREEMENT FOR CIVIL ENGINEERING SERVICES
<Name of Consultant>
Biosolids Dryer Project, CIP No. 592-59140
EXHIBIT “A”

PART ONE - SCOPE OF SERVICES

1. General. Consultant must provide civil engineering design and related services for the Project, as more particularly described in the RFP and Proposal, including and subject to the following general requirements.

1.1 Preliminary Design Conference. Following the City’s execution of this Agreement, or as otherwise specified in Exhibit A, Consultant must attend a preliminary design conference with the Project Manager. At the request of the Project Manager, the Consultant must submit written minutes of the preliminary design conference in order to demonstrate its understanding of the Project requirements.

1.2 City Approval. Consultant may not proceed with the development of successive Design Documents, as detailed below in Section 2, until it has received written approvals from the City. Consultant must promptly review and revise the following to the City’s satisfaction, without additional compensation:
(A) Design Documents submitted for City approval and to which the City has objections; and
(B) Design Documents which have been determined by the City to present excessive cost or constructability problems.

1.3 Governmental Approval. Consultant must assist the City with obtaining the following required approvals from governmental agencies with jurisdiction over the Project: N/A.

1.4 Consultant will control the manner and the means of the services to be provided, and be responsible for the professional quality, technical accuracy and coordination of the Services. Consultant will, without additional compensation, correct or revise any errors or deficiencies in the Services.

1.5 Consultant will keep City informed on a regular basis that the Services are being performed in accordance with the requirement and intentions of this Agreement. 2 Basic Services. In addition to the tasks specified in the RFP and Proposal, Consultant’s Basic Services include the following:
.2.1 Project Schedule. Following the City’s execution of this Agreement, Consultant must prepare and submit for the City Engineer’s review and approval a preliminary Project Schedule, based on the Proposed Project Schedule included in in Part Two, below, showing the timing and sequencing of the major design and construction phases required to complete the Project. The preliminary Project Schedule should include times for completion of all major phases of environmental procedures, if applicable; design; bidding; construction; final close out; or as otherwise specified by the Project Manager. The Project Schedule must be updated for the City Engineer’s review and approval upon completion of each major phase included in the Project Schedule.

2.2 Cost Estimate. Following the City’s execution of this Agreement, Consultant must prepare and submit for the City Engineer’s review and approval a preliminary estimate of the cost to construct the Project. As the design process progresses, Consultant must submit updates to the preliminary cost estimate for the City’s approval concurrent with its submission of the Schematic Design Documents, Design Development Documents, and Construction Documents, respectively. If at any time, an updated cost estimate exceeds the City’s previously approved cost estimate, Consultant must provide the City with recommendations for constructing the Project within the City’s budget.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 13

2.3 Schematic Design Documents. Within the time specified in the approved Project Schedule, Consultant must prepare and submit for the City Engineer’s review and approval Schematic Design Documents consisting of drawings, outline specifications, and other documents showing the Project’s basic components, scale, and location on the Project site. The Schematic Design Documents must include, to the extent applicable, conceptual plans of the Project site and improvements; preliminary sections and elevations; approximate areas, volumes, and dimensions; and preliminary selections of materials and systems. The Schematic Design Documents and updated cost estimate may be submitted electronically to the Project Manager, unless the Project Manager specifically requests two printed sets and one reproducible set of the Schematic Design Documents.

2.4 Design Development Documents. Based on the approved Schematic Design Documents and within the time specified in the approved Project Schedule, Consultant must prepare for the City Engineer’s review and approval the Design Development Documents. The Design Development Documents must further define the Project, including drawings and outline specifications fixing and describing the Project size, character and site relationships, and other appropriate elements describing the structural, engineering, mechanical and electrical systems, as applicable. The Design Development Documents must include, as applicable, plans, sections and elevations; criteria and sizing of major components; equipment sizes and capacities and approximate layouts, including required spaces and clearances; typical details; materials selections and general quality levels. When submitting the Design Development Documents for the City Engineer’s approval, the Consultant must identify in writing all material changes and deviations, if any, that have taken place since approval of the Schematic Design Documents, including, but not limited to, changes to the last updated cost estimate and the approved Project Schedule.

The Design Development Documents and updated cost estimate may be submitted electronically to the Project Manager, unless the Project Manager specifically requests two printed sets and one reproducible set of the Design Development Documents.

2.5 Construction Documents. Based on the approved Design Development Documents and within the time specified in the approved Project Schedule, Consultant must prepare for the City Engineer’s review and approval, and required governmental agency approval(s), if applicable, Construction Documents setting forth in detail the quality levels of and the requirements for construction of the Project, and consisting of drawings and technical specifications that comply with all applicable codes, laws, ordinances and regulations in effect at the time of their preparation at the location of the Project, and as further specified in the RFP. The Construction Documents must be submitted to the City Engineer in electronic form, ready to be added to the front end documents, which will be prepared by the City using the City’s approved front end documents. When submitting the Construction Documents for the City Engineer’s approval, the Consultant must identify in writing all material changes and deviations, if any, that have taken place since approval of the Design Development Documents including, but not limited to, changes to the last updated cost estimate and the approved Project Schedule. The Construction Documents and updated cost estimate may be submitted electronically to the Project Manager, unless the Project Manager specifically requests two printed sets and one reproducible set of the Construction Documents.

2.6 Bidding Phase Services. Consultant must assist the City during the bidding phase, including, if applicable, prequalification of bidders; conducting pre-bid meetings or site walks; issuance of addenda; bid review; and review of bid protests. If the lowest responsive bid exceeds the final approved construction cost estimate by twenty-five percent or more, and the City, acting in its sole discretion decides to reject all bids and re-bid the Project, Consultant must, at no additional cost to the City, work with the City to make the modifications to the Construction Documents to reduce the cost of construction so as not to exceed the previously approved construction cost estimate by more than the stated additional percentage.

2.7 Construction Phase Services. During the Construction Phase the Consultant must provide the following services to the City, as more particularly specified in Exhibit A:
(A) General administration of the Construction Contract including: review and advise the Project Manager as to the accuracy and reasonableness of Contractor’s schedule of values; coordinate the Project Schedule with the Contractor’s Work schedule; provide prompt and complete responses to Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 14
Contractor’s requests for information; and coordinate efforts with the Project Manager to ensure the Project is completed in a timely, cost-effective manner, consistent with the City’s requirements. (B) Ongoing design services as needed, including: interpretations and clarifications of the Construction Documents provided by the Consultant; and preparation of design details for Change Orders, as needed for the proper execution and progress of the Work and consistent with the intent of the approved Construction Documents.
(C) Consultant must timely review Contractor’s design-related submittals, including shop drawings, product data and samples, and issue written approvals of and/or recommendations to the City within ten days of receipt of each such submittal, unless additional time is required based on the nature of the submittal, in which case the review must be completed as soon as practicable under the circumstances. Consultant must check the submittals for compliance with the approved Construction Documents. Consultant’s review must not extend to the Contractor’s means, methods, techniques, sequences, or procedures, unless such have previously been specified in the Construction Documents. (D) Consultant must assist the Project Manager in evaluating whether to recommend approval of requests for changes in the Work, and, if applicable, must assist with preparing proposed Change Orders.
(E) Consultant must visit the Project site at intervals sufficient to monitor the progress and quality of the Work and to determine whether the Work is proceeding in conformance with the Construction Documents. Following each Project site visit, Consultant must promptly provide the Project Manager with a written report of Consultant’s observations and recommendations, if any. If Consultant becomes aware of any defects or deficiencies in the Work, Consultant must provide prompt notice to the Project Manager, followed by written confirmation of that notice. If, in Consultant’s opinion, special testing or inspection of the Work is needed, Consultant must recommend appropriate procedures and consultants to the City. Consultant is not responsible for Contractor’s safety precautions and programs. However, if Consultant has knowledge of safety violations, Consultant must give prompt notice to the City of such violations.
(F) Consultant must assist the City in evaluating the Contractor’s payment applications in accordance with the Construction Documents. Based on on-site observations and review of other relevant information, Consultant must evaluate whether the Work has progressed to the point indicated in the payment application. Consultant’s review must include review of the status of the Contractor’s record drawings.
(G) Consultant must attend meetings with the Project Manager and Contractor(s) prior to and during construction as requested.
(H) Consultant must prepare and submit reports on the progress or status of the Work to the Project Manager as requested.
(I) Consultant must conduct inspections reasonably necessary to determine whether Contractor has achieved final completion of the Work in accordance with the Construction Contract, and must prepare a list of items to be completed or corrected (the “punch list”), including estimates of the cost for the City to correct or complete each punch list item, as well as required final submittals (e.g., warranties, manuals, as-built drawings, etc.) in order to achieve final completion.

2.8 Close Out and Post-Construction Services
(A) Consultant must promptly perform all tasks reasonably necessary for Project close out. If requested, Consultant must provide the City with a color schedule of all finished materials incorporated into the Project.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 15
(B) If requested by the City, Consultant must make visits to the Project site during the warranty period to advise the City on the need for warranty work. (C) All Project plans, including, but not limited to, record drawings, specifications, and estimates prepared pursuant thereto, must be and remain the property of the City for the purposes of repair, maintenance, renovation, modernization, or other purposes, only as they relate to the Project. The City reserves the right to use the Construction Documents, record drawings, or estimates related to the Project for the purposes of additions, alignments, or other development on or near the site or elsewhere in the City.

Nothing in this provision is intended to transfer or waive Consultant’s copyrights over these documents, including, but not limited to, all common law, statutory, and other reserved rights, unless transferred or waived in writing by Consultant. Notwithstanding the foregoing, if the City proposes to reuse the Construction Documents, in whole or in part, the City and Consultant will specify the terms and conditions for the reuse in this Agreement by an amendment or addendum.

3. Additional Services. If not expressly included in Basic Services, as specified above or in RFP or the Scope of Services in Exhibit A, the following services must be provided by Consultant and will be paid for as Additional Services, subject to prior written authorization by the City:

3.1 Investigation of financing or other special studies to determine the financial feasibility of the Project.

3.2 Consultations, negotiation, and the like for procurement of Project financing.

3.3 Investigation of or measured drawings of existing conditions or improvements or verification of the accuracy of the City-provided drawings or other information on existing conditions.

3.4 Surveys, site evaluations, or legal descriptions.

3.5 Soils, subsurface and environmental studies, reports and investigations required by outside agencies with jurisdiction over the Project.

3.6 Revisions to the City-approved Construction Documents which are required due to circumstances outside of Consultant’s control.

3.7 Design, coordination, management, expediting and other services for the procurement of materials to be obtained or work to be performed by the City, including, but not limited to technology or other specialty systems which are not otherwise required by this Agreement.

3.8 Estimates, appraisals, consultations, and related services required for the repair or replacement of an insured loss.

3.9 Preparing for or providing expert witness services or participation in out-of-court dispute resolution in connection with any Project-related dispute or adversarial proceeding to which the Consultant is not a party, or potential party.

3.10 Out of town travel in connection with the Services, other than travel between Consultant’s office, the City’s offices, and the Project site.

3.11 The City-requested services which are not included in Basic Services and are not customarily provided as part of generally accepted civil engineering design services for this type of project and the region in which the Project is located.

3.12 Extended services required by non-performance, suspension, termination, or default of the Contractor in the performance of the Work, through no fault of Consultant.

Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 16

3.13 Preparation of special models, renderings or mock-ups, which are not included in Basic Services.

3.14 Other services as agreed to by the Parties as set forth in written amendment or addendum to this Agreement.

4. References. Consultant’s Services, including preparation of the Design Documents, should be informed and guided by the information or requirements included in the following document(s):
• BioforceTech Basis of Design Document
Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 17

AGREEMENT FOR CIVIL ENGINEERING SERVICES
EXHIBIT “B”

REQUEST FOR PROPOSALS
City of Brentwood
Biosolids Dryer Project, CIP No. 592-59140
[Attach City’s RFP, including any exhibits thereto.]
Exhibit "B"
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Exhibit A
City Attorney Approved Version 040821 18

AGREEMENT FOR CIVIL ENGINEERING SERVICES
EXHIBIT “C”

PROPOSAL
<Name of Consultant>
City of Brentwood
Biosolids Dryer, CIP No. 592-59140
[Attach Consultant’s Proposal, including any exhibits thereto.] Exhibit "B"
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City of Brentwood
Request for Proposals
Page | 7
City Attorney Approved Version 060120
Exhibit B – Scope of Services
Exhibit "B"
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Exhibit B
City of Brentwood
Request for Proposals
Page | 8
City Attorney Approved Version 060120
Scope of Services
1) Topographic Survey: Consultant to provide topographic surveying and base mapping of the proposed Biosolids Dryer location (east side of the Wastewater Treatment Plant) and affected surrounding area to the extent necessary to provide a complete design service. Deliverables shall include control, field topographic survey, collection of all existing utilities and depths such as sanitary sewer mains and manholes, storm drainage pipes, catch basins and manholes, water mains and associated connections including valves and any additional field topographic surveying data necessary for the complete design and grading of adjoining grounds. Mapping will be provided at a scale of 1” = 20’, 1-foot contour interval, with spot elevations at every change in grade. Survey will include flow line and lip of gutters, edge of asphalt, existing utilities, boxes, vaults, and any other pertinent information relevant for the complete design services.
2) Geotechnical Services: Consultant shall conduct subsurface exploration, prepare geotechnical data and recommendation reports for roadway and utility design. Soil bores shall be sufficiently deep to provide design and construction parameters for the construction of utilities and roadway improvements.
3) Data Collection and Evaluation: Consultant shall review the historical data and, based on this information, determine/validate appropriate system capacity and design criteria. The Consultant shall be responsible for identification and coordination with each utility to eliminate conflicts identified during the design of the project.

The Consultant shall also review and evaluate all other information necessary to establish horizontal and vertical control, utility locations and property boundaries. The utilities may include but are not limited to City utilities, PG&E and AT&T. 4) Preliminary Design: Work with City staff and Bioforcetech staff to provide input regarding potential conflicts related to the location and installation of the pre-purchased Biosolids Dryer that will be constructed and delivered to the Project site. After meeting and gathering information, the Consultant's project team will develop renderings of the preliminary design/layout.

The Consultant shall provide preliminary engineering design services for the Project in accordance with City Standards and Specifications and as directed by the City Engineer.

Preliminary engineering design services shall include, but not be limited to the following:
review of existing studies and reports for the Project site, including the attached Exhibit C – Bioforcetech Basis of Design Document, perform preliminary design and analysis work, preliminary plan preparation, preliminary coordination with utilities, preliminary engineers cost estimate, and all other appropriate preliminary engineering work necessary. 5) Contract Documents: The Consultant shall provide engineering design services and shall prepare all contract documents (construction plans, specifications, and cost estimates) for the project in accordance with City Standards and Specifications as defined herein and as directed by the City.

Exhibit "B"
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Exhibit B
City of Brentwood
Request for Proposals
Page | 9
City Attorney Approved Version 060120
Final engineering design services shall include, but not be limited to:
- Prepare design calculations, plans, technical specifications, special provisions, engineers cost estimates and all other appropriate engineering necessary to provide complete contract documents, ready for bidding. All design work shall incorporate all conditions or requirements of all environmental or agency permits.
- Coordinate with any and all utilities required to ensure horizontal and vertical conflicts are identified and resolved through design or relocations.
- Submittals for review shall be prepared at the appropriate design stages; drawings and specifications can be submitted electronically. A complete and final set of contract documents, including plans, specifications and estimates shall also be submitted on a “thumb” drive in the format determined by the City.
- Complete bid packages shall be prepared incorporating City Standards and Specifications, technical specifications, special provisions and approved plans.

Formal submittals (plans, specifications and estimates) shall occur at the 60%, 90% and 100% final package completion points for City and outside agency review. 6) Assistance during Construction: The Consultant shall provide assistance to the City during construction to ensure the Contractor understands all technical aspects of the design and any design changes.

This assistance shall include, but not be limited to:
- Conduct pre-bid meeting with prospective bidders to answer contractor and supplier technical questions;
- Coordinate through City responses to contractor and supplier technical questions during bidding and assist with preparing any addenda and/or clarifications; - Assist the City with submittal reviews, preparation of change orders and response to requests for information related to design technical issues encountered; - Prepare as-built drawings following construction from mark ups by the contractor. The original engineers stamp and signature shall be maintained on the as-built drawings. An “As-Built” or “Record Drawing” stamp shall be added to the drawings.

Exhibit "B"
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City of Brentwood
Request for Proposals
Page | 10
City Attorney Approved Version 060120
Exhibit C – Bioforcetech Basis of Design Document
Exhibit "B"
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BFT_XB9_BODD.V1
XB9 Basis Of Design Document
08/29/2023
938 Linden Ave, 1 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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BFT_XB9_BODD.V1
Table Of Contents
1 - INTRODUCTION............................................................................................................................................... 4

1.1 - Document Scope................................................................................................................................................. 4

1.2 - Project Location................................................................................................................................................... 4

1.3 - Plant Layout.......................................................................................................................................................... 5

1.4 - Equipment Code List...........................................................................................................................................6

1.4.1 - List of Supplied Machineries with Reference Codes......................................................................... 6

1.4.2 - List of Supplied Electrical panels with Reference Codes.................................................................. 7 2 - Design Criteria................................................................................................................................................. 8

2.1 - WWTP Solid production..................................................................................................................................... 8

2.2 - Centrifuge..............................................................................................................................................................8

2.3 - BioDryer................................................................................................................................................................. 8

2.4 - Pyrolysis................................................................................................................................................................ 8

2.5 - NFPA Classification.............................................................................................................................................8

2.5.1 - Plant Overview With Classification Area............................................................................................ 12 3 - Preliminary Design........................................................................................................................................ 13

3.1 - Centrifuge........................................................................................................................................................... 13

3.2 - BioDryer...............................................................................................................................................................13

3.3 - Pyrolysis.............................................................................................................................................................. 13

3.4 - Conveyors........................................................................................................................................................... 13

3.4.1 - XB9-WSC-1 - 54-WSC-01-REV..............................................................................................................13

3.4.2 - XB9-WSC-2 - 54-WSC-02-INCL............................................................................................................ 13

3.4.3 - XB9-WSC-3 - 54-WSC-03-HORI............................................................................................................14

3.4.4 - XB9-WSC-4 - 54-WSC-04-W..................................................................................................................14

3.4.5 - XB9-WSC-5 - 54-WSC-05-E................................................................................................................... 14

3.4.6 - XB9-WSC-BD-L - 54-WSC-06-WT.........................................................................................................14

3.4.7 - XB9-WSC-BD-R - 54-WSC-07-ET..........................................................................................................15

3.4.8 - 54-DSC -01-W - 54-DSC -01-W............................................................................................................. 15

3.4.9 - XB9-RDL-BD-R - 54-DSC-02-E...............................................................................................................15

3.4.10 - XB9-DSC - 54-DSC-03-SOLIDS...........................................................................................................15

3.4.11 - XB9-RDL-PR - 54-DSC-05-LOAD........................................................................................................ 15

3.5 - Dry Biosolids Storage Tank..............................................................................................................................16

3.6.1 - BioDryers Scrubber.............................................................................................. 16

3.6.2 - Biofilter..................................................................................................................16 4 - Utilities, Electrical, and Communication...................................................................................................... 17

4.1 - Electrical panels and power requirements................................................................................................... 17

4.2 - Communication requirements........................................................................................................................17

4.3 - Water...................................................................................................................................................18

4.4 - Natural Gas........................................................................................................................................18 938 Linden Ave, 2 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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4.5 - Compressed air................................................................................................................................ 19

4.6 - Discharge water................................................................................................................................19

4.7 - Centrifuge feed rate......................................................................................................................... 19 5 - Permitting...................................................................................................................................... 20 6 - Operator Access............................................................................................................................21 ATTACHMENT 1 ELECTRICAL PANELS NETWORK...............................22 ATTACHMENT 2 Water Connections........................................................ 25 ATTACHMENT 3 Natural Gas Connections............................................. 27 ATTACHMENT 4 Compressed Air Connections......................................29 ATTACHMENT 5 Discharge Water Connections.....................................31 938 Linden Ave, 3 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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BFT_XB9_BODD.V1
1 - INTRODUCTION

1.1 - Document Scope
The scope of this base of design document (BODD) is to identify any project and site specific requirements for the selected engineering firm to be used as the basis of design for the BioDrying and Pyrolysis facility at the City of Brentwood’s Wastewater Treatment Plant (BWWTP).

1.2 - Project Location
The project is located within the WWTP fence line at 2201 Elkins Way, Brentwood, CA 94513.

The new plant will be located in a currently unutilized area that is at a lower elevation compared to the other part of the WWTP. The engineer will be required to design the civil and structural part of the new facility, including the required work to increase the base elevation to the other part of the WWTP. 938 Linden Ave, 4 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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1.3 - Plant Layout
This is a representation of the Bioforcetech plant layout, including the equipment reference code for easier coordination between the manufacturer, the city, the engineering firm, and the contractor.
938 Linden Ave, 5 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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1.4 - Equipment Code List
This chapter has a complete list of all the equipment provided by Bioforcetech under the scope of this project. The list has been split into two sections, section one is listing all the machinery while section two is listing all the electrical panels present on the site.

1.4.1 - List of Supplied Machineries with Reference Codes Machinery Description BFT Reference
Code
WWTP Protocol Quantity
BioDryer with airskid (right configuration) XB9-BD6T-US-R 54-BIOD-01-E 4 BioDryer with airskid (left configuration) XB9-BD6T-US-L 54-BIOD-02-W 4 Acid scrubber for BioDryers XB9-SCBR 54-BIOD-03-ASCRUB 2 Biofilter For Biodryers XB9-BIO-10 54-BIOD-04-FILT 1
Caustic Chemical storage system XB9-CHEM-CA 54-BIOD-05-CCSS 1 Acid Chemical storage system XB9-CHEM-AC 54-BIOD-06-ACSS 1 Air Compressor XB9-ACOMP 54-BIOD-07-COMP 2
Centrifuge skid XB9-CENTRIFUGE 54-BIOD-08-CENT 1
Reversible wet sludge screw conveyor XB9-WSC-1 54-WSC-01-REV 1 Inclined Wet sludge screw conveyor XB9-WSC-2 54-WSC-02-INCL 1 Horizontal wet sludge screw conveyor XB9-WSC-3 54-WSC-03-HORI 1 Wet sludge distribution screw conveyor (Left Config) XB9-WSC-4 54-WSC-04-W 1 Wet sludge distribution screw conveyor (Right Config) XB9-WSC-5 54-WSC-05-E 1 Screw conveyor on top of BioDryer (Left Config) XB9-WSC-BD-L 54-WSC-06-WT 4 Screw conveyor on top of BioDryer (Right Config) XB9-WSC-BD-R 54-WSC-07-ET 4 Chain Conveyor under the BioDryers (Left Config) 54-DSC -01-W 54-DSC -01-W 1 Chain Conveyor under the BioDryers (Right Config) XB9-RDL-BD-R 54-DSC-02-E 1 Screw conveyor for dry solids XB9-DSC 54-DSC-03-SOLIDS 1 Dry solids storage tank XB9-DTANK 54-DSC-04-STO 2
Chain conveyor for Pyrolysis Loading XB9-RDL-PR 54-DSC-05-LOAD 2 Pyrolysis Unit - Discharge Option 1 XB9-SG1-US-O1 54-PYRO-01-DIS 1 Pyrolysis Unit - Discharge Option 2 XB9-SG1-US-O2 54-PYRO-02-DIS 1 Pyrolysis Scrubbing System XB9-SG1-SBB-US 54-PYRO-03-SCRUB 2 Bagging station for Biochar XB9-BBAG5 54-PYRO-04-BAG 2
2MMBtu Boiler skid with pumps XB9-BOIL 54-BOIL-01-P 1
938 Linden Ave, 6 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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1.4.2 - List of Supplied Electrical panels with Reference Codes Machinery Code WWTP PROTOCOL Quantity Supplied
Electrical panel for BioDryer XB9-EPBD-US 54-ELEC-01-EPBD 8 General electrical panel (conveyors, boiler,
etc..)
XB9-EPGP-US 54-ELEC-02-EPGP 1
Electrical panel for Pyrolysis XB9-EPPY-US 54-ELEC-03-EPPY 2 Electrical panel for Pyrolysis scrubber XB9-EPPC-US 54-ELEC-04-EPPC 2 Centrifuge panel ND 1
938 Linden Ave, 7 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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2 - Design Criteria
The design criteria utilized as the basis of design for this document refer to the City Of Brentwood RFP title “REQUEST FOR PROPOSALS from Qualified Suppliers for Biosolids Drying and Pyrolysis System/Services”.

2.1 - WWTP Solid production
The BWWTP is currently producing Waste Activated Sludge (WAS) and the expected solid production utilized as the base of the design is reported below
Table 1- WWTP Biosolids production
WAS Biosolids Source 1 Average Annual Loading
Current WAS Biosolids 1,430 [dry ton/year]
Future WAS Biosolids 1,700 [dry ton/year]
The minimum required Total Solids (TS) after dewatering for this project is 18%.

2.2 - Centrifuge
The centrifuge size has been picked to match the BioDryer loading time. Taking into account the original RFP required the centrifuge to be sized on the current WAS load, with an average (homogenized) inlet solids content of approximately 0.75% TS, and with a target of a minimum dry solids content output of 18%.

The City Of Brentwood is requesting to account for a second centrifuge placement to handle the future load. Only the provision of the centrifuge is required while the actual centrifuge will be procured at a later time.

2.3 - BioDryer
The layout developed by Bioforcetech is currently showing eight BioDryers being installed with the provision of adding two more units in the future. The eight biodryer are required to handle only the current solids load, as shown in Table 1, while the two extra units will be required and installed when the future load will be achieved.

Even if the extra two BioDryers are for future needs, the utility connections, in terms of conduits, water, and drainage, will be incorporated into this first design phase.

2.4 - Pyrolysis
The current scope and layout is showing two pyrolysis units to be delivered into this initial design phase.

The two pyrolysis are sized to be able to handle the future load, as per Table 1.

The reason behind the decision of sizing the pyrolysis on future load is that the WWTP will need two units even to handle the current load.

2.5 - NFPA Classification
NFPA 820 is a set of standards developed by the National Fire Protection Association (NFPA) for fire protection in wastewater treatment and collection facilities. Table 2 summarizes the NFPA 820 area 1 Current rate used for design, future rate to be used for space to expand the system. 938 Linden Ave, 8 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1
classification requirements for the facilities associated with the Bioforcetech facility. The area classification requirements in Table 2 are based on the potential fire and explosion hazards associated with the various activities that take place at the Bioforcetech facility.

Table 2 - Interpretation of NFPA Classification
Equipment Code WWTP PROTOCOL
NFPA
820
Referen
ce
Classification Notes
XB9-BD6T-US-R 54-BIOD-01-E
Table

6.2.2 (b)
Areas within 3 m (10 ft)
of equipment
processing
combustible
particulate solids is
Class II Div II
The 3 m (10 ft) envelope
start from the octagonal
metal wall of the Biodryer
reactor body
XB9-BD6T-US-L 54-BIOD-01-W
Table

6.2.2 (a)
Class II Div II
The equipment should be
unclassified but it’s
included in the
XB9-BD6T-US-L Class II
Div II 3 m (10 ft) envelope
XB9-WSC-BD-R 54-WSC-07-ET
Table

6.2.2 (a)
Class II Div II
The equipment should be
unclassified but it’s
included in the
XB9-BD6T-US-R Class II
Div II 3 m (10 ft) envelope
XB9-WSC-1 54-WSC-01-REV
Table

6.2.2 (a)
Unclassified
The equipment is
unclassified provided that
it is located outdoors (i.e.
un-enclosed). Outdoors is
considered similar to an
adequately ventilated
space in accordance with
table 6.2.2(a) note C
938 Linden Ave, 9 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1
XB9-WSC-3 54-WSC-03-HORI
Table

6.2.2 (a)
Class II Div II
The equipment should be
unclassified but it’s
included in the
XB9-BD6T-US-L Class II
Div II 3 m (10 ft) envelope
XB9-WSC-4 54-WSC-04-W
Table

6.2.2 (a)
Class II Div II
The equipment should be
unclassified but it’s
included in the
XB9-BD6T-US-L Class II
Div II 3 m (10 ft) envelope
XB9-WSC-5 54-WSC-05-E
Table

6.2.2 (a)
Class II Div II
The equipment should be
unclassified but it’s
included in the
XB9-BD6T-US-R Class II
Div II 3 m (10 ft) envelope
54-DSC -01-W 54-DSC-01-L
Table

6.2.2 (b)
Areas within 3 m (10 ft)
of equipment
processing
combustible
particulate solids is
Class II Div II
XB9-RDL-BD-R 54-DSC-02-E
Table

6.2.2 (b)
Areas within 3 m (10 ft)
of equipment
processing
combustible
particulate solids is
Class II Div II
XB9-DSC 54-DSC-03-SOLIDS
Table

6.2.2 (b)
Areas within 3 m (10 ft)
of equipment
processing
combustible
particulate solids is
Class II Div II
XB9-DTANK 54-DSC-04-STO
Table

6.2.2 (b)
Areas within 3 m (10 ft)
of equipment
processing
combustible
particulate solids is
Class II Div II
XB9-RDL-PR 54-DSC-05-LOAD
Table

6.2.2 (b)
Areas within 3 m (10 ft)
of equipment
processing
combustible
particulate solids is
Class II Div II
938 Linden Ave, 10 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1
XB9-SG1-US-O1 54-PYRO-01-DIS
Table

6.2.2 (b)
Areas within 3 m (10 ft)
of equipment
processing
combustible
particulate solids is
Class II Div II
The Class II Div II
envelope start from the
edge of the area
containing the dry
Biosolids
XB9-SG1-US-O2 54-PYRO-02-DIS
Table

6.2.2 (a)
Class II Div II
The equipment should be
unclassified but it’s
included in the
XB9-SG1-US-01 and
XB9-SG1-US-02 Class II
Div II 3 m (10 ft) envelope
XB9-BBAG5 54-PYRO-04-BAG
Table

6.2.2 (a)
Class II Div II
The equipment is
included in the
XB9-SG1-US-01,
XB9-SG1-US-02, and
XB9-RDL-PR Class II Div II
3 m (10 ft) envelope
XB9-SCBR 54-BIOD-03-ASCRUB
Table

6.2.2 (a)
Unclassified
The equipment is
unclassified because is
not servicing an item
included into Table 6.2.2
(a) for Class I
environment
XB9-BIO-10 54-BIOD-04-FILT
Table

6.2.2 (a)
Unclassified
The equipment is
unclassified because is
not servicing an item
included into Table 6.2.2
(a) for Class I
environment
XB9-CENTRIFUGE 54-BIOD-08-CENT
Table

6.2.2 (a)
Unclassified
The equipment is
unclassified provided that
it is located outdoors (i.e.
un-enclosed). Outdoors is
considered similar to an
adequately ventilated
space in accordance with
table 6.2.2(a) note C
938 Linden Ave, 11 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1

2.5.1 - Plant Overview With Classification Area
938 Linden Ave, 12 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1
3 - Preliminary Design

3.1 - Centrifuge
The centrifuge capability will be sized to handle the future WAS biosolids production, with the main flow of the centrifuge being driven by the Biodryer loading cycle. In particular, the current centrifuge is sized to operate 3,476 hours per year with an inlet flow of 240 GPM. For expansion a second centrifuge of the same model would be advised.

3.2 - BioDryer
The BioDryer will be sized to handle the current WAS biosolids production with the space allocation required to install the necessary units when the future WAS biosolids production will occur. This allows the city to avoid a capital cost immediately and accurately monitor production growth.

In the layout eight BioDryers are shown to represent the current production and two empty slots are left for future production.

Each BioDryer has a maximum batch capacity of 26,000 lb and can dry Biosolids from an initial solid content of 18% to a final Biosolids solid content of up to 92%. While the BioDryers are coupled with a pyrolysis, a target goal of 80% solid content is desired.

3.3 - Pyrolysis
The pyrolysis units are already sized to handle the future WAS biosolids production. The reasoning is that one unit would not be sufficient to handle the current production, therefore two units will be installed and work at reduced capacity until the future growth is present. The turndown of the pyrolysis unit is up to 50% of the maximum design capacity of 250 lb/h.

3.4 - Conveyors

3.4.1 - XB9-WSC-1 - 54-WSC-01-REV
The Reversible Wet Sludge Screw Conveyor with WWTP Reference Code 54-WSC-01-REV is a component in the biosolids processing system at the Brentwood, CA project. With its Stainless Steel AISI 304 housing and HDPE liner, along with a painted carbon steel screw, this 335-inch long, 10-inch wide conveyor, with a 5 HP Motor, efficiently transports biosolids from the Centrifuge (54-BIOD-08-CENT) to the Inclined wet sludge screw conveyor(54-WSC-02-INCL). Its reversible capability provides a fail-safe mechanism, allowing the conveyor to quickly dump biosolids into a truck should any issues arise, ensuring a reliable and efficient biosolids treatment process. Additionally, an emergency rope stop will be provided, ensuring safety and allowing prompt action during critical situations. The equipment weight is 1,850 pounds.

The conveyor is equipped with a zero-speed switch.

3.4.2 - XB9-WSC-2 - 54-WSC-02-INCL
The Inclined Wet Sludge Screw Conveyor with WWTP Reference Code 54-WSC-02-INCL is a component within the biosolids processing system at the Brentwood, CA project. With its Stainless Steel AISI 304 housing, HDPE liner, and painted carbon steel screw, this 315-inch long, 12-inch wide conveyor, with 10 HP motor, efficiently transports wet sludge material from the Reversible Wet Sludge Screw Conveyor (54-WSC-01-REV) to the Horizontal wet sludge screw conveyor (54-WSC-03-HORI), ensuring a seamless and continuous flow of biosolids through the treatment process. Additionally, an emergency rope stop will be provided, ensuring safety and allowing prompt action during critical situations. The equipment weight is 2,100 pounds.

The conveyor is equipped with a zero-speed switch.
938 Linden Ave, 13 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1

3.4.3 - XB9-WSC-3 - 54-WSC-03-HORI
The Horizontal Wet Sludge Screw Conveyor with WWTP Reference Code 54-WSC-03-HORI is a component of the biosolids processing system at the Brentwood, CA project. With a 10-inch width, 168-inch long, with 5 HP motor, and weighing 1,150 pounds, this conveyor is designed for efficient transport of wet sludge material from the preceding stage, the Inclined Wet Sludge Screw Conveyor (54-WSC-02-INCL), to the subsequent stages wet sludge distribution screw conveyors (54-WSC-04-W and 54-WSC-05-E). The conveyor features robust construction, with a housing made of Stainless Steel AISI 304 and an HDPE liner, accompanied by a painted carbon steel screw. Additionally, an emergency rope stop will be provided, ensuring safety and allowing prompt action during critical situations.

The conveyor is equipped with a zero-speed switch.

3.4.4 - XB9-WSC-4 - 54-WSC-04-W
The Wet Sludge Distribution Screw Conveyor with WWTP Reference Code 54-WSC-04-W is a component in the biosolids processing system at the Brentwood, CA project. Featuring a 12-inch width, 85 feet and 4-inch long, with a 10 HP Motor, and weighing 5,900 pounds, this conveyor is designed to efficiently distribute wet sludge material from the preceding stage, the Horizontal Wet Sludge Screw Conveyor (54-WSC-03-HORI), to the subsequent stage the Screw Conveyor on top of the BioDryer (54-WSC-06-WT). Its robust construction includes a housing made of Stainless Steel AISI 304 with an HDPE liner, accompanied by a painted carbon steel screw. Additionally, an emergency rope stop will be provided, ensuring safety and allowing prompt action during critical situations.

The conveyor is equipped with four pneumatic sliding gates and a zero-speed switch.

3.4.5 - XB9-WSC-5 - 54-WSC-05-E
The Wet Sludge Distribution Screw Conveyor with WWTP Reference Code 54-WSC-05-E is a component in the biosolids processing system at the Brentwood, CA project. With a width of 12 inches, a length of 85 feet and 4 inches, a 10 HP Motor, and weighing 5,900 pounds, this conveyor efficiently distributes wet sludge material from the preceding stage, the Horizontal Wet Sludge Screw Conveyor (54-WSC-03-HORI), to the subsequent stage “Screw conveyor on top of BioDryer” (54-WSC-07-ET). Its robust construction includes a housing made of Stainless Steel AISI 304 with an HDPE liner, along with a painted carbon steel screw.

Additionally, an emergency rope stop will be provided, ensuring safety and allowing prompt action during critical situations.

The conveyor is equipped with four pneumatic sliding gates and a zero-speed switch.

3.4.6 - XB9-WSC-BD-L - 54-WSC-06-WT
The Screw Conveyor on top of the BioDryer with WWTP Reference Code 54-WSC-06-WT is a part of the biosolids processing system at the Brentwood, CA project. With a width of 10 inches, a length of 37 feet and 9 inches, a 5 HP Motor, and weighing 2,500 pounds, this conveyor is designed to efficiently transport biosolids from the preceding stage, the “Wet Sludge Distribution Screw Conveyor” (54-WSC-04-W), and forward them to the subsequent stage BioDryer with air skid (54-BIOD-01-W). Its sturdy construction includes a housing made of Stainless Steel AISI 304 with an HDPE liner, accompanied by a painted carbon steel screw. Additionally, an emergency rope will be provided for immediate stop, ensuring safety and allowing prompt action during critical situations.

The conveyor is equipped with four pneumatic sliding gates and a zero-speed switch. 938 Linden Ave, 14 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1

3.4.7 - XB9-WSC-BD-R - 54-WSC-07-ET
The Screw Conveyor on top of the BioDryer with WWTP Reference Code 54-WSC-07-ET is a component of the biosolids processing system at the Brentwood, CA project. With a width of 10 inches, a length of 37 feet and 9 inches, with 5 HP Motor, and weighing 2,500 pounds, this conveyor efficiently transports biosolids from the preceding stage, the Wet Sludge Distribution Screw Conveyor (54-WSC-05-E), and forwards them to the subsequent stage, BioDryer with air skid (54-BIOD-01-E). Its sturdy construction includes a housing made of Stainless Steel AISI 304 with an HDPE liner, along with a painted carbon steel screw. Additionally, an emergency rope will be provided for immediate stop, ensuring safety and allowing prompt action during critical situations.

The conveyor is equipped with four pneumatic sliding gates and a zero-speed switch.

3.4.8 - 54-DSC -01-W - 54-DSC -01-W
The Chain Conveyor under the BioDryers with WWTP Reference Code 54-DSC -01-W is equipment within the biosolids processing system at the Brentwood, CA project. With a width of 15.75 inches, a length of 1,445 inches, with 10 HP Motor, and weighing 7,000 pounds, this conveyor efficiently transports biosolids from the preceding stage, BioDryer with air skid (54-BIOD-01-W), and forwards them to the subsequent stage, The Screw Conveyor for Dry Solids (54-DSC-03-SOLIDS). Its robust construction includes a housing made of Stainless Steel AISI 304, a stainless steel chain with plastic blades. Additionally, an emergency rope and a zero-speed switch will be provided for immediate stop, ensuring safety and allowing prompt action during critical situations.

3.4.9 - XB9-RDL-BD-R - 54-DSC-02-E
The Chain Conveyor under the BioDryers with WWTP Reference Code 54-DSC-02-E is a component of the biosolids processing system at the Brentwood, CA project. With a width of 15.75 inches, a length of 1,445 inches, with 10 HP Motor, and weighing 7,000 pounds, this conveyor efficiently transports biosolids from the preceding stage, BioDryer with air skid (54-BIOD-01-E), and forwards them to the subsequent stage, the Screw Conveyor for Dry Solids (54-DSC-03-SOLIDS). Its robust construction includes a housing made of Stainless Steel AISI 304, a stainless steel chain with plastic blades. Additionally, an emergency rope and a zero-speed switch will be provided for immediate stop, ensuring safety and allowing prompt action during critical situations.

3.4.10 - XB9-DSC - 54-DSC-03-SOLIDS
The Screw Conveyor for Dry Solids with WWTP Reference Code 54-DSC-03-SOLIDS is a component within the biosolids processing system at the Brentwood, CA project. With a width of 12 inches, a length of 748 inches, with 10 HP Motor, and weighing 5,600 pounds, this conveyor efficiently handles biosolids from the preceding stages The Chain Conveyor under the BioDryers left (54-DSC -01-W) and The Chain Conveyor under the BioDryers right (54-DSC-02-E), and forwards them to the subsequent stage, Dry solids storage tank (54-DSC-04-STO). Its robust construction includes a housing made of Stainless Steel AISI 304 and a stainless steel screw. Additionally, an emergency rope and a zero-speed switch will be provided for immediate stop, ensuring safety and allowing prompt action during critical situations.

3.4.11 - XB9-RDL-PR - 54-DSC-05-LOAD
The Chain Conveyor for Pyrolysis Loading with WWTP Reference Code: 54-DSC-05-LOAD is a component in the biosolids processing system at the Brentwood, CA project. With a width of 15.75 inches, a length of 748 inches, with 5 HP Motor, and weighing 4,000 pounds(including motor, gearbox, and gates), this conveyor efficiently handles biosolids from the preceding stage Dry solids storage tank (54-DSC-04-STO) and forwards them to the Pyrolysis Units (54-PYRO-01-DIS and 54-PYRO-02-DIS). Its robust construction includes a housing made of Stainless Steel AISI 304 with an HDPE liner, along with a painted carbon steel 938 Linden Ave, 15 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1
screw. Additionally, an emergency rope will be provided for immediate stop, ensuring safety and allowing prompt action during critical situations

3.5 - Dry Biosolids Storage Tank
Since the BioDrying process is a batch system, and the pyrolysis process is a continuous process, Bioforceteh will provide a dry biosolids holding tank (54-DSC-04-STO) to work as a buffer and allow for the continuity between cycles.

The dry biosolids holding tank is sized to provide an actual storage volume of 19 cubic yards, ensuring the operativity of the pyrolysis unit for more than three days. Each tank is equipped with two radar sensors and the lower screw is controlled with a VFD to allow control of the biosolids discharge flow rate.

The tank has an empty weight of 11,000 lb and can store up to 25,000 lb of dry biosolids.

3.6 - Odor Control

3.6.1 - BioDryers Scrubber
The plant will have two sulfuric acid wet scrubbers, each one sized for serving up to five BioDryers. The scrubber will be a packed tower type made of PP plastic. The scrubber will have two centrifugal pumps and a level sensor. One scrubber's overall dimensions are 87” by 113” by 256” H, with an air inlet and outlet flange of 28”.

3.6.2 - Biofilter
The Biofilter will be an in-ground type and it will be sized to treat the air effluent of all ten BioDryers. The biofilter is used mostly to treat organics, with the media being specifically picked for this purpose.

The biofilter's overall dimensions are 45’ W x 90’ L x 7’ D and are going to be able to treat up to 21,200 cfm. 938 Linden Ave, 16 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1
4 - Utilities, Electrical, and Communication

4.1 - Electrical panels and power requirements
List of electrical cabinets:

Ref # Panel description Code WWTP
Protocol
Quantity Circuit
Breaker
(of each
panel)
Actual Max
Usage (of each
panel)
Total Max
Usage
E1-8 Electrical panel for
BioDryer
XB9-EPBD-US 54-ELEC-01-EPBD 8 125A 50A 400A
E9 General electrical
panel
XB9-EPGP-US 54-ELEC-02-EPGP 1 250A 160A 160A
E10,E11 Electrical panel for
Pyrolysis
XB9-EPPY-US 54-ELEC-03-EPPY 2 150A 80A 160A
E10.1,
E11.1
Electrical panel for
Pyrolysis scrubber
XB9-EPPC-US 54-ELEC-04-EPPC 2 10A 5A 10A
E12 Centrifuge
Electrical Cabinet
ND 1 350A 316A 316A
Total max contemporary load: ~ 870A
Electricity type: Three phase, 460V

4.2 - Communication requirements
The BFT system requires an internet connection to provide remote support and over-the-air software updates. The internet connection will be provided to the General electrical panel (E9). All the other panels will be wired with a CAT-6 ethernet to E9.

To ensure support access, the networks should provide a VPN with credentials or access via a fixed IP address + port forwarding.

The internet connection to the BFT automation system must have the following minimum requirements:
- Download speed: 10 MB/s
- Upload speed: 5 MB/s
938 Linden Ave, 17 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1

4.3 - Water
List of water connections
Ref # Connection description Connection
size (each)
Quantity Max flowrate
gpm ( each)
Average water
consumption
(gal/day each)
Total
consumption
(gal/day)
W1-8 BioDryer wash water ½ inch 8 10 20 160
W9-10 BioDryer scrubbers
(could be recycled water)
1 inch 2 100 4,000 8,000
W11-12 Pyrolysis wash water
(city water)
½ inch 2 6 12 24
W13-14 Pyrolysis Scrubber
(could be recycled water)
½ inch 2 50 500 1,000
W15 Centrifuge wash water
(could be recycled water)
2 ½ inch 1 200 1,000 1,000
W16 Biofilter spray water
(could be recycled water)
1 inch 1 100 500 500
W17 Boiler filling water ½ inch 1 25 NA NA
Pressure required: 40 to 80 psi
Max peak consumption of recycled water: ~600 gpm (max length 5 minutes) Max peak consumption of city water: ~120 gpm

4.4 - Natural Gas
List of natural gas connections
Ref # Panel description Connection
size (each)
Quantity Max
consumption
cfm (each)
Average gas
usage (cf/day
each)
Total
consumption
(cf/day)
G1-2 Pyrolysis startup gas ½ inch 2 6 1.5 3
G3 Boiler gas 1-½ inch 1 33 200 200
Pressure required: 20 to 60 inch of W.C.

Max peak consumption: 39 cfm
Average daily consumption: 202 cf/day
938 Linden Ave, 18 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1

4.5 - Compressed air
List of pneumatic air connections
Ref # Panel description Connection
size (each)
Quantity Max
consumption
cfm (each)
Average usage
(cf/day each)
Total
consumption
(cf/day)
A1-8 BioDryer ½ inch 8 3.5 30 240
A9-10 Pyrolysis ½ inch 2 2 3 6
A11-12 Dry storage tank ½ inch 2 1 4 8
A13-14 BioDryer scrubbers valves ½ inch 2 2 2 4
Pressure required: 120 psi
Max peak consumption: 38 cfm
Average daily consumption: 258 cfd

4.6 - Discharge water
List of water discharge connections
Ref # Panel description Connection
size (each)
Quantity Max
discharge
gpm (each)
Average
discharge
(gal/day each)
Total
discharge
(gal/day)
D1-8 BioDryers 1 inch 8 10 250 2,000
D9-10 BioDryer Scrubber 2 inch 2 100 4,000 8,000
D11-12 Pyrolysis 1.5 inch 2 10 20 40
D13-14 Pyrolysis Scrubber 1.5 inch 2 50 500 1,000
D-15 Centrifuge Discharge 4 inch 1 250 158,000 158,000
D-16 Biofilter discharge 4 inch 1 50 NA NA
D-17 Chemical Tanks Discharge 4 inch 1 50 0 0
Max peak discharge: 700 gpm
Average daily discharge: 168,000 gal/day

4.7 - Centrifuge feed rate
Max centrifuge input: 250 gpm
Average daily centrifuge consumption: 158,000 gal/day
Connection size: 2.5 inches
938 Linden Ave, 19 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BODD.V1
5 - Permitting
Bioforcetech will be preparing and submitting the BAAQMD air permit application on behalf of the City of Brentwood. The City of Brentwood will be responsible for preparing and filing the CEQA document necessary for the BAAQMD application.
938 Linden Ave, 20 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

Page 243 of 783 ends

BFT_XB9_BODD.V1
6 - Operator Access
All pumps, junction boxes, and necessary access points for the BioDryer & Airskid, Pyrolysis, and other miscellaneous systems will be easily accessible for operators. However some components for material transportation between machines will be out of reach of operators.

For example:

The inclined conveyors (54-WSC-02-INCL, 54-DSC -01-W, 54-DSC -01-W, & 54-DSC-02-E) will have partial access with a portion of the component requiring a scissor lift for maintenance. (E-Stop accessible) The elevated conveyors (54-WSC-03-HORI, 54-WSC-04-W, 54-WSC-05-E, 54-DSC-03-SOLIDS) will be entirely out of reach from ground level and require a scissor lift for any access. (E-Stop inaccessible without tools) However the screw conveyors atop the BioDryer (54-WSC-06-WT & 54-WSC-06-RT) will be accessible by the catwalk attached to the BioDryer.
938 Linden Ave, 21 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BDD.V1
ATTACHMENT 1

ELECTRICAL PANELS NETWORK
938 Linden Ave, 22 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

Page 245 of 783 ends

A
1 B C D E
2 3 4 5 6 7

F G H I J
8 9 10 11 12 13 14

K L M N
15 16 17 18 19 20 21
Electrical Panels
Network
Project XB9
Client
Drawing Copy of XB9 Boiler
Loop
Drawing No. 2023
Creator Bioforcetech
Edited 3 Feb 2023
Created 1 Feb 2023
Scale 1 : 1

Page 2 of 2 ends

Bioforcetech
Main Panel E9 XB9-EPGP-US
Industrial PC
WWTP Panel with
Internet and SCADA
BioDryer E1 -
XB9-EPBD-US.1
BioDryer E2 -
XB9-EPBD-US.2
BioDryer E3 -
XB9-EPBD-US.3 BioDryer E4 -
XB9-EPBD-US.4
BioDryer E5 -
XB9-EPBD-US.5
BioDryer E6 -
XB9-EPBD-US.6
BioDryer E7 -
XB9-EPBD-US.7 BioDryer E8 -
XB9-EPBD-US.8
Ethernet CAT 6
Centrifuge E12
Pyrolysis E10 -
XB9-EPPY-US.1
Pyrolysis E11 -
XB9-EPPY-US.2
Pyro Exhaust Panel
E10.1 XB9-EPPC-US.1
Pyro Exhaust Panel
E11.1 XB9-EPPC-US.2
Multi-cable 24VDC
Exhibit C Exhibit "B"
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Exhibit C
Exhibit "B" XB9 Brentwood Electrical Panels Location
E1E2E3E4E5E6E7E8E9 E12 E10 E11 E10.1 E11.1
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BFT_XB9_BDD.V1
ATTACHMENT 2
Water Connections
938 Linden Ave, 25 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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Exhibit C
Exhibit "B" W17 W16 W15 W11 W12 W13 W14 W9 W10 W5 W6 W7 W8 W1 W2 W3 W4 XB9 Brentwood Electrical Panels Location DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BDD.V1
ATTACHMENT 3
Natural Gas Connections
938 Linden Ave, 27 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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Exhibit C
Exhibit "B" G1 G3 G2 XB9 Brentwood Electrical Panels Location DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BDD.V1
ATTACHMENT 4
Compressed Air Connections
938 Linden Ave, 29 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
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Exhibit C
Exhibit "B" A9 A10 A11 A12 A13 A14A5 A6 A7 A8 A1 A2 A3 A4 XB9 Brentwood Electrical Panels Location DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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BFT_XB9_BDD.V1
ATTACHMENT 5
Discharge Water Connections
938 Linden Ave, 31 bioforcetech.com
South San Francisco, CA [email protected]
Exhibit C Exhibit "B"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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Exhibit C
Exhibit "B" D17 D16 Position to be determined within deliverables D16 D15 D11 D12 D13 D14 D9 D10D5 D6 D7 D8 D1 D2 D3 D4 XB9 Brentwood Electrical Panels Location DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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City Attorney Approved Version 040821 17

AGREEMENT FOR CIVIL ENGINEERING SERVICES
EXHIBIT “C”

PROPOSAL
Water Works Engineers, LLC
City of Brentwood
Biosolids Dryer, CIP No. 592-59140
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ENGINEERING DESIGN SERVICES

BIOSOLIDS DRYER
CIP PROJECT NO. 592-59140
O c t o b e r 2 4 , 2 0 2 3

P R O P O S A L
Exhibit "C"
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C i t y o f B r e n t w o o d
B i o s o l i d s D r y e r P r o j e c t
Water Works Engineers, LLC · 760 Cypress Avenue., Suite 201, Redding, CA 96001 Telephone (530) 243-2113 - www.wwengineers.com
A. COVER LETTER
October 24, 2023
RE: Proposal for the Biosolids Dyer Project, CIP Project No. 592-59140 to the City of Brentwood (Revision 1)
Dear Distinguished Members of the Selection Committee:

Water Works Engineers is pleased to submit the attached revised proposal to provide Engineering Design Services for the Biosolids Dryer Project, CIP Project No. 592-59140 for the City of Brentwood.

We have included one Electronic copy in PDF version. In addition, we acknowledge we are in receipt of Clarification No. 1, dated October 4, 2023.

Water Works Engineers brings extensive experience in the planning and design of water and wastewater pumping, conveyance, and treatment systems. Our focus and work approach allow us to provide high-quality planning and design products very efficiently. We have grown to more than 95 engineers and designers, using targeted recruitments of highly skilled individuals, with annual revenues of over $30M. Since the beginning, Water Works Engineers has provided our clients with efficient, high-quality work on over 1,000 separate water and wastewater infrastructure projects. We average over 100 projects per year of sizes varying from $5,000 to $50M. Our team’s principals and staff have extensive experience with facilities representing a broad range of size and complexity and continually provide practical approaches to projects.

Our team proposed for this project is the same team that recently completed the designs for centrifuge dewatering and Bioforcetech BioDrying and pyrolysis facilities for the City of Redding, which are very similar to what the City is planning under this project. As such, our team has the unique experience and familiarity with Bioforcetech’s systems that very few other consulting firms have. This experience, and our lessons learned during the design and construction phases of these projects, make Water Works Engineers uniquely qualified to efficiently complete this project for the City.

Our focus and work approach allow us to provide high-quality planning and design products very efficiently. As you read through our proposal, you will find the reasons that Water Works Engineers is best positioned and suited to provide the City with the most experience integrating Bioforcetech’s equipment with the existing treatment facility while producing the highest quality engineering work on this project.

If you have any questions or would like any additional information, please feel free to contact Joe Ziemann, Project Manager, at (916) 238-1460 or at [email protected] or Sami Kader, Principal at 530-537-3115 ext. 301 or at [email protected]. We look forward to the opportunity to assist the City on this exciting project.

Very Truly Yours

WATER WORKS ENGINEERS, LLC
Sami Kader, PE, Principal Joe Ziemann, Project Manager
Exhibit "C"
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C i t y o f B r e n t w o o d
B i o s o l i d s D r y e r P r o j e c t
1 B. GENERAL QUALIFICATIONS
Water Works was formed 18 years ago in 2005 by engineers who believed that water and wastewater engineering and consulting could be done a better way by combining the best attributes of large and small firms: the technical expertise of a large firm and efficiency and personal attention of a small one.

Our vision was the formation and growth of a new kind of engineering firm, a firm built on providing exceptional client service from highly experienced engineers in a “hands-on” highly interactive and enjoyable environment.

To accomplish our vision, Water Works Engineers and all our teaming partners provide high-level staffing on every project with a leaner overall firm structure that is focused on delivering high quality work for client-specific needs. We focus solely on collection, conveyance, water/wastewater treatment, water, and recycled water systems infrastructure design and construction management. This focus makes us efficient, keeps us up to date, and allows us to provide the highest level of service. Our focus and work approach allow us to provide high-quality products very efficiently. We take great pride in the fact that we don’t just create documents, we facilitate projects.

This focus and approach have fueled a consistent increase in our clients and projects, with 10 offices and 95 employees with approximately $30M in yearly revenue. By focusing exclusively on water and wastewater engineering, Water Works provides focused expertise rather than the broad umbrella approach of many other civil engineering firms. It is with these core values in mind that we assembled our team for this project.

Based on our experiences, we strongly believe that
people execute projects, not firms. For that reason, the Water Works team is committing high quality, senior
staff and subconsultants with in-depth experience
directly relevant to this project. The entire project team is a consortium of experienced professionals who have
been directly involved in the planning, design and
construction management for a similar biosolids
dewatering, BioDrying and pyrolysis project.

This project will be managed by Joe Ziemann out of our
Roseville office with engineering and CAD support
from our Redding and San Mateo offices. Our
subconsultants are based out of Redding (BajadaGeotech), Folsom (Frisch-Electrical) and Roseville (CWE-Surveying). All staff and subconsultants will be
available for in-person meetings, field visits, and
inspections as needed.

Water Works’ team is uniquely qualified to provide the
services required for this project. We recently
completed the design a similar project for the City of
Redding and are one of only two firms in the country that have designed facilities using Bioforcetech’s equipment that has been constructed, and the only experienced team local to Northern California. In addition, our firm as a whole and subconsultants have extensive experience designing all aspects of wastewater treatment systems and the associated site civil, structural, mechanical, electrical and controls elements.

Exhibit "C"
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2 C. EXPERIENCE
Since our inception in 2005, Water Works Engineers has had the honor of working on a wide variety of engineering projects related to water and wastewater, often with cutting edge and innovative technologies. We’re also one of only 2 firms in the US that have completed designs around Bioforcetech’ s equipment for BioDrying and pyrolysis that have gone into construction. Previous services similar in scope and nature to those requested for this project are summarized below.

Clear Creek WWTP Biosolids Dewatering Project
City of Redding, 777 Cypress Avenue, Redding, CA 96001
Ryan Bailey, Assistant Director of Public Works, (530) 224-6030, [email protected] Water Works Engineers prepared a Preliminary
Design Report which evaluated several mechanical
and solar drying technologies, including screw
presses, belt filter presses, rotary fan presses, and
centrifuges to move away from their using
facultative sludge lagoons (FSLs) and sludge
drying beds for biosolids treatment and drying.

The City selected continued use of the FSLs for
emergency biosolids storage and centrifuges for
dewatering.

Water Works Engineers then designed a new 2-
story dewatering building to include two loadout
bays and a polymer room on the first floor. The
second floor included two centrifuges (expandable to four), foul air fans, and a conditioned control room. Horizontal and low-incline shaftless screw conveyors were used to transport dewatered solids from the centrifuges to the loadout bays, and loadout conveyors with multiple discharge gates were used for even filling of the trailers without operator attention. A new soil biofilter adjacent to the building was designed to treat the foul air exhausted from the centrifuges, centrate wetwell, conveyors, and loadout area. Roof hatches in the building were included to allow the centrifuges to be installed during initial construction and future expansions, and also for irregular maintenance. Joe Riess was the lead civil and mechanical engineer for this project, and Frisch Engineering provided the design for electrical and controls. This team was also subsequently awarded the Construction Management portion of the project.

This project is very similar to what the City of Brentwood is planning for the new Centrifuge Building and biofilter, and our experience during design and construction of this project are directly relevant to the Brentwood project.

Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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C i t y o f B r e n t w o o d
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3 Clear Creek WWTP Phase 1 Biodrying and Pyrolysis Project City of Redding, 777 Cypress Avenue, Redding, CA 96001
Josh Vandiver, Wastewater Utility Manager, (530) 224-6069, [email protected] Stefano Pessina, CTO/VP Engineering for Bioforcetech, (650) 954-0053, [email protected] In March of 2020, Water Works Engineers
completed the Wastewater Treatment Plant
Biosolids Master Plan Update for the City.

The purpose of this Biosolids Master Plan was
to evaluate the biosolids disposal options
available to the City in terms of capital costs,
operating costs, and other non‐cost
considerations to determine the preferred
disposal method to pursue in the future to
replace as an alternative to landfill disposal
of biosolids. Of the alternatives evaluated
(land application, incineration, Lystek,
pyrolysis and contracted land application), pyrolysis has the lowest total net present value and second lowest annual operating cost, and also resulted in a marketable product: Biochar. Therefore, the Biosolids Master Plan recommended that the City consider implementing a pilot-scale drying and pyrolysis system at the Clear Creek WWTP to gain operating experience and prove out the technology on their waste stream prior to constructing a full-scale pyrolysis facility.

In late 2020, Water Works Engineers was
contracted to design the pilot-scale pyrolysis
facility at the Clear Creek WWTP, assist with
permitting (air quality and Building
Permitting) and provide engineering
services during construction. Prior to starting
final design, a study was conducted to
identify and compare the available pyrolysis
systems and manufacturers. It was determined at least 3 pyrolysis manufacturers could potentially provide the necessary equipment and a request for proposals and specifications were prepared to allow the City to pre-select and pre-purchase the equipment to be designed around. The City selected Bioforcetech, which proposed a system including three BioDryers and one pyrolysis system.

Water Works Engineers coordinated closely with the City and Bioforcetech through a series of meetings and workshops to determine the facility layout, constraints, and features. The resulting design included the following key elements:
• Replacement of existing screw conveyor in dewatering building to supply the new BioDryers with dewatered biosolids
• Elevated walkway for conveyor, odor control ductwork, and other utilities to span a driving aisle and coordinate with Bioforcetech conveyors
• Slab-on-grade for new Bioforcetech equipment
• Solids receiving station (to receive dried biosolids from other sources for testing) • Biochar bagging area with canopy for weather protection • Electrical Building for control panels
• New electric service
• Associated site civil, yard piping and electrical work Exhibit "C"
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4 The design was completed for Phase 1 (3
BioDryers and 1 pyrolysis unit), but
provisions include to expand to 6
BioDryers in Phase 2 and up to 12
BioDryers and 2 pyrolysis units in Phases 3
and 4. 3D CAD files were provided by
Bioforcetech for their equipment and
integrated into our designs, which was
essential for utility coordination and
conflict avoidance. In turn, as we revised
our design, we sent Bioforcetech 3D
models back of our slab and elevated
walkway designs.

The project is under construction and will be completed in early 2024. Water Works Engineers is the also the Construction Manager for this project.

This project is very similar to what the City of Brentwood is planning for the new BioDryers and pyrolysis systems, and our experience during design and construction of this project are directly relevant to the Brentwood project. Additionally, we are proposing to use the same project team so there will be a very short learning curve on this project. Our experience in design and construction during this project forged a solid and efficient working relationship with Bioforcetech that we hope to continue during the City’s project.

Other Relevant Projects
The Bioforcetech approach using BioDryers and pyrolysis is new and there are very few engineering consulting firms with experience designing projects with their equipment. Our team is fortunate to have this experience under our belt that can be readily applied to the City of Brentwood’s project. In addition to the City of Redding projects described above, our team has extensive experience with other biosolids conveyance, dewatering, odor control, structural design and electrical design projects that are similar in scope to this project, although using different technologies. Information on additional relevant projects can be provided upon request or discussed in an interview setting if desired by the City.

We assume the City has visited Bioforcetech’s demonstration facility at the Silicon Valley Clean Water WWTP in Redwood City. We would be happy to also host a site visit to the City of Redding’s Clear Creek WWTP to see another example of a Bioforcetech installation if the City is interested at any point of the project, even if we’re not selected for the project.

Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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5 D. STAFFING
Our highly experienced project team is comprised of people with extensive recent experience directly related to biosolids conveyance, centrifuge dewatering and Bioforcetech BioDrying and pyrolysis as shown in the following project organization chart. This is the same team that that recently completed the design for the City of Redding’s BioDrying and pyrolysis project which utilizes Bioforcetech equipment and is well positioned to hit the ground running on this project.

The core project team members are summarized below. Resumes are provided in Appendix 1 for additional details of our collective experience.

Water Works Engineers Personnel
760 Cypress Ave., Suite 201, Redding, CA 96001
This project will be managed by Joe Ziemann out of our Roseville, California office. Joe has a proven history of success in executing projects very similar in nature to this project. He will be committed to this project from start to finish and will be the single point of contact for City staff on all project issues.

At Water Works Engineers, we believe and insist that our Project Managers have an in‐depth involvement in the technical execution of the projects they manage. This significantly differentiates us from other firms, who see Project Management as a strictly administrative function. When you work with Water Works Engineers, the Project Manager is a one‐stop shop for resolution of all project issues, from start to finish. Joe has the experience, judgement, and leadership skills to keep this project on‐ track and delivered while balancing the expectations and goals of all project participants. He also has the technical expertise and experience to be successful in the design of water tanks, booster pump stations, and pipelines, as well as significant knowledge in permitting, regulatory compliance, operation and maintenance, and navigating Agency building and planning department submittal, review and approval processes.

Exhibit "C"
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6 Joe Ziemann, P.E. – Project Manager (Roseville, CA)
Mr. Ziemann is a water and wastewater treatment process design and consulting engineer with 17 years of experience in the water, wastewater, and recycled water industry. He has worked as a project engineer and project manager on projects ranging from plan and specification preparation for new utility infrastructure to master planning and utility asset rehabilitation analysis and design. Mr. Ziemann prepared the City of Redding’s Biosolids Management Master Plan Update which evaluated alternatives to reduce organic waste to landfill, which ultimately recommended BioDrying and pyrolysis. He then prepared the RFP for the pre-purchase of the BioDrying and pyrolysis equipment was a senior technical advisor during final design for the new facility.

Sami Kader, P.E. – Senior Technical Advisor (Redding, CA) Mr. Kader is a water and wastewater treatment process design and consulting engineer with 30 years of experience in water, wastewater, and conveyance projects, and is also a founding Principal with Water Works Engineers. He has worked as a project manager, design manager and project engineer for large and small design projects as well as a resident engineer for large and small construction projects. His extensive construction administration experience provides him with a real-world practical knowledge of the application of design documents and details during construction and provides insight in the creation of constructible, practical designs which accomplish the intended engineering function with efficiency in both construction and operation. Sami’s construction administration experience also provides him with a background in claims avoidance and assists in creating plans and specifications which will minimize confusion and claims (and therefore controlling overall project costs) during bidding and construction. Sami was the Project Manager for the City of Redding’s BioDrying and pyrolysis project.

Tim Durbin, P.E. – QA/QC (Placerville, CA)
Mr. Durbin is a water and wastewater treatment process design and consulting engineer with 20 years of experience in the field of water and wastewater treatment and pumping systems. He started his career doing advanced research in wastewater chemistry, with a focus on strategies to minimize the formation of disinfection by-products. He has since applied his knowledge of chemistry and treatment processes to the design of water and wastewater treatment facilities. Mr. Durbin has worked on projects in California and other Western states related to treatment facility design, pumping of water and wastewater, chlorination, energy recovery, and chemical storage and feed system design. He currently serves as Quality Assurance Manager, where he oversees QA/QC procedures and technical reviews for projects across the firm.

Joe Riess, P.E. – Lead Civil and Mechanical Engineer (Redding, CA) Mr. Riess is a water and wastewater treatment process design and consulting engineer with 25 years of experience in large and small civil infrastructure (water and wastewater treatment) projects, including feasibility studies, alternatives analyses, and design for treatment plant upgrades, expansions, modifications, and collection and treatment system monitoring, and construction management. He has specific experience in treatment process selection, closed-conduit and open channel hydraulic modeling, CADD design, GIS/GPS mapping, and other computer applications for designing and optimizing water and wastewater treatment and distribution systems. Mr. Riess was the design manager for the City of Redding’s biosolids and pyrolysis project, and is currently the Construction Manager for the same project which is nearing completion.

Exhibit "C"
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7 Sheila Nilsen, P.E. – Project Engineer (Redding, CA)
Ms. Nilsen is a civil engineer with 6 years of experience in large and small civil infrastructure projects, including conceptual and preliminary design reports, construction document creation, engineering services during construction, and environmental inspector services. She has experience writing alternatives analyses, designing treatment plant upgrades, expansions, modifications, collection and treatment system monitoring and construction management. Sheila was the staff engineer responsible for preparing the Preliminary Design Report for the City of Redding’s BioDrying and pyrolysis project and coordinating the civil and mechanical drawings and specifications for the project. Sheila is also currently providing submittal review, design support and inspection support on the City of Redding project.

Martin Puhlmann, P.E., S.E. – Senior Structural Engineer (Scottsdale, AZ) Mr. Puhlmann has an extensive background and expertise in structural engineering through a career spanning 39 years. He has considerable structural engineering experience designing water and wastewater treatment plants and buildings including lateral analysis of buildings for wind and seismic forces, retaining wall design, reinforced concrete design, precast concrete design, steel design, precast concrete design and masonry design. He also has experience working in construction administration involving special structural inspections, plan review, shop drawings review and responding to RFIs. Mr. Puhlmann is very knowledgeable in the assessment of existing buildings and determining corrective action required to improve existing buildings. Martin was the senior structural engineer on the City of Redding’s BioDrying and pyrolysis project.

Himai Mehere, E.I.T. – Staff Engineer (San Mateo, CA)
Ms. Mehere has over 6 years of experience in structural design engineering with projects in residential, mixed-use, and commercial building sector. She is proficient in steel, concrete, timber, masonry, and light-gage steel design and is a detail oriented, team player with proven ability to deliver fast paced projects from planning, design, permitting to construction phase. Ms. Himai prepared the anchorage calculations for the Bioforcetech BioDryers, conveyors, hoppers and pyrolysis system for the City of Redding’s BioDrying and pyrolysis project and currently providing submittal review and design support during construction.

Exhibit "C"
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8 Subconsultants
Frisch Engineering, Inc (Electrical and Controls)
13405 Folsom Blvd., Suite 600, Folsom, CA 95630, (916) 353-1025, https://www.frischengineering.com/
Frisch Electrical Engineering is committed to providing the highest level of quality and performance to assure each project’s success from concept to completion. They provide Electrical Engineering, Construction Management, Programming Services and are continuously evolving with technology improvements to provide systems with the latest features. Frisch Engineering was founded in 2001 and has been dedicated to water/wastewater/power industries ever since. Their staff has a combined 130 years of experience, which averages to 20+ years per staff member. Typical projects are treatment plants, power plants, hydro-electric facilities, sub-stations, pump stations, reservoirs, wells, and sewage lift stations, and telemetry systems. They are proficient in power distribution, protective relaying, hardware controls, PLCs, SCADA, programming, and instrumentation.

Thomas Frisch, P.E.

Tom is a highly experienced electrical design engineer and will lead the electrical and instrumentation/control effort for this project. Tom has worked in the water/wastewater industry since 1991. His diverse experience includes both Contractor and Consultant services in various capacities.

Consequently, he has an extremely high degree of product knowledge that enables him to minimize design exposure to unproven materials or practices. His designs for electrical, instrumentation, and telemetry systems have been very successful with near‐zero design related change orders. His designs range from complex variable speed PLC control to simple “on‐off” motor controls for pump stations, lift stations and motor operated valves, as well as SCADA telemetry. Tom has been the electrical engineer on many Water Works Engineers projects, including the City of Redding’s BioDrying and pyrolysis project.

CWE (Surveying)
2260 Douglas Boulevard, Suite 160, Roseville, CA 95661, (916) 772-7800 https://cwecorp.com/
William F. “Bill” McKinney, P.L.S.

Bill’s 50 years of experience encompasses public and private civil projects involving boundaries, mapping, topographic surveying, and construction staking. He has been Survey Supervisor for construction staking of roads and highways, bridges, buildings, underground piping, and utilities for commercial and residential properties as well as public and private development. Bill has experience resolving boundary and right-of-way discrepancies and is one of the more experienced and competent surveyors in the Sacramento area.

Bajada Geoscience (Geotechnical Services)
1003 Market St, Suite 201, Redding, CA 96001, (530) 638-5263 https://bajadageo.com/
Bajada Geosciences is a geotechnical engineering and engineering geologic company whose professionals have practiced throughout California since 1983. BGI personnel have extensive experience with tanks, treatment plants, pipelines, and trenchless, and other infrastructure-related projects utilizing state of the practice technologies during exploration, laboratory testing, and geotechnical evaluations. Their goal is to reduce conservatism while respecting client risk to assist our client’s in saving time and money.

Jim Bianchin, P.G., C.E.G.

Jim is a Principal Engineering Geologist with more than 38 years of experience managing and providing engineering geologic services for geotechnical projects throughout California, Oregon, Exhibit "C"
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C i t y o f B r e n t w o o d
B i o s o l i d s D r y e r P r o j e c t
9 Nevada, New Mexico, Oklahoma, and in the former Soviet Union. During much of his career, Jim has specialized in geotechnical services related to tank, pipeline, and treatment plant facility projects.

Significant geotechnical projects that Jim has managed include the Central Coast Water Authority’s Coastal Aqueduct Extension of the California State Water Project; design of scores of buried prestressed concrete water storage tanks in the Bay Area and Santa Barbara County; evaluation of 12 San Jose Water Company steel tanks; Carpinteria Valley Water District’s water storage projects; and numerous Las Virgenes Municipal Water District storage and treatment projects. Jim provided geotechnical services for projects at the City of Redding’s Clear Creek WWTP, including the dewatering and BioDrying and pyrolysis project.

Dave Cymanski, P.E., G.E.

Dave is a principal geotechnical engineer with over 33 years of experience as a consultant in the areas of geotechnical engineering. His experience has covered a wide variety of engineering projects throughout California, Oregon, and throughout the United States. His experience includes roadways, pipelines, heavy industrial facilities, airports, erosion control, characterization of site conditions, evaluations of geologic hazards, and surface and subsurface drainage facilities. Dave will be partnering with Bajada with this project to provide local geotechnical expertise.

Exhibit "C"
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10 E. PRICE
Our lump sum price for the Services required for this project is $986,960. This price is fully inclusive of all costs to provide the Services, including hourly billing rates, all labor, materials, equipment, supplies, the insurance required under the terms of the Agreement, travel fees, and any additional cost(s) the City would incur Water Works Engineers is awarded the project.

Our 2023 billing rates that would apply to any authorized additional Services not included in the Scope of Services are listed below.

Exhibit "C"
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11 F. PROPOSED APPROACH
The core tenant of Water Works proposed approach is the recognition that considerable City time and resources have been expended on the equipment selection, conceptual design and RFP development leading up to this stage of the project. Now it is time to get the new dewatering, BioDrying and pyrolysis facilities designed, bid and constructed as efficiently as possible. To that end, Water Works has reviewed the RFP and is comfortable with the conceptual design, equipment selection, and required scope of services. We understand that the scope of this project will be as described in Exhibit B of the RFP, with key project elements as follows:

1. Topographic Survey

2. Geotechnical Services

3. Data Collection and Evaluation

4. Preliminary Design

5. Contract Documents

6. Assistance During Construction
The following sections briefly describe the assumptions we made in preparing this proposal and our fee, and our proposed approach. We understand that we may need to adjust some of our assumptions if awarded the project and will be happy to discuss them with City during an interview or prior to contract award.

Assumptions
To accurately scope this project, we have made the following assumptions based on our previous experience on similar projects, as listed below.

1. Process Design Responsibility:
a. Bioforcetech and the City are responsible for the overall process design, including sizing and selection of the centrifuge, polymer system, BioDryers, pyrolysis equipment, boiler, chemical storage and feed, biofilter media, and all other systems included in Bioforcetech’s scope of supply.

2. Bioforcetech Submittals:
a. Submittals for all major equipment (i.e. centrifuge skid, BioDryers with airskids, pyrolysis units, conveyors, dry solids storage tanks, Biochar bagging stations, boiler and scrubbers) to be provided by Bioforcetech and installed by the contractor will be provided to Water Works Engineers prior to beginning preliminary design. Submittals will include to-scale drawings. Submittals for ancillary items (i.e. chemical tanks, chemical pumps, ductwork, control panels, etc.) will be provided piece-meal as they become available.
b. Submittals will have all equipment weights, baseplate dimensions, anchor bolt type and size (anchor bolt design by Bioforcetech), and centers of gravity necessary for Water Works to complete the slab/foundation design.
c. Submittals will clearly show all points of connection or contractor provided piping and ductworks, with connection type and size clearly labeled and dimensioned. d. Submittals will clearly indicate any components that will be shipped loose for contractor installation (e.g. valves and gauges for installation on air skid at heat exchanger)

3. Facilities and items to be designed by Water Works Engineers’ project team are as listed below. Facilities and items not listed below, or expressly excluded, will be considered additional Services.

Exhibit "C"
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12 a. Site civil grading, paving and drainage design to accommodate the new facility. We assume that stormwater drainage can be conveyed by gravity to the adjacent stormwater detention basin on site.
b. Yard piping design (on-site) for WAS piping to the new centrifuge, plant drain piping to nearest feasible manhole, potable water, recycled water, natural gas, and other wet utilities necessary for a complete design.
c. Concrete or steel platform with stairs and guardrails to elevate the centrifuge(s) to the required level to support cake conveyance to the BioDryers and alternative loadout to dump truck. Some of the control panels may be located beneath the centrifuges, potentially in a conditioned room.
d. Odor control duct layout for contractor-supplied ductwork from scrubbers to biofilter. e. Odor control ductwork design from centrifuge and new drain pump station wetwell to biofilter, with blowers and electrical as necessary.
f. Reinforced concrete slab to support Bioforcetech equipment:
i. Sloped to area or trench drains
g. Pre-engineered metal canopy to cover all Bioforcetech equipment (approximately 208’ x 102’ footprint). The biofilter will be uncovered. h. Spill containment for chemical storage tanks:
i. Assumes tanks provided by Bioforcetech will be double wall tanks for secondary containment and concrete secondary containment structures are not required.
ii. Spill containment provisions will be included in the design per California Fire Code requirements.
i. Centrate and BioDryer Pump Station:
i. Pre-cast concrete or FRP wetwell with traffic rated lid with aluminum access hatch
ii. Connection to odor control ductwork
iii. Dual submersible pumps
iv. Constant speed, float control
v. Flowmeter
vi. Control panel
j. Concrete footings and equipment pad design for all equipment and structures required to support the Bioforcetech-supplied equipment. k. Structural steel seismic support system designs for elevated conveyors and foul air piping, potentially with integrated access platforms and stairs for equipment access l. In-ground, concrete (or similar concept) biofilter utilizing media provided by Bioforcetech, including leachate collection and drains back to the new drain pump station.
m. Electrical design:
i. Utility service with new transformer, meter/main switchboard, and feeders ii. Optional connection to existing 480 VAC electrical system if capacity exists iii. Lighting, receptacles, and grounding systems
iv. No standby generator is required.
v. No additional PLCs other than those that will be provided by Bioforcetech.

Monitoring and control for devices not included in Bioforcetech’s scope of supply will be by Bioforcetech’s Main Panel E9.

4. Specifications:

Exhibit "C"
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13 a. Technical specifications (Divisions 1 through 46) will be developed for this project for contractor-furnished equipment.
b. The City’s will be responsible for the front end bidding documents and Division 0 specifications

5. Permitting:
a. Air Board Permit application has been completed by the City and submitted. No Air Board permitting in Water Works scope of work.
b. No building or other local permits will be required by Water Works Engineers, per Clarification No. 1.
c. No grading permits of C.3 stormwater permits will be required by Water Works Engineers.
d. CEQA documentation has been or will be completed by the City.

6. Design Schedule:
a. Our design schedule assumes delivery of Bioforcetech equipment in late spring/early summer 2025.
b. Our goal is to complete the design with sufficient time to allow the project to be advertised, awarded and for construction to commence and be ready for delivery and installation of the Bioforcetech equipment delivery when available. c. The proposed design and bidding schedule is shown Appendix 2. We believe this schedule is conservative to account for project unknowns at this time and will be accelerated to the extent possible to provide more float in the schedule.

7. Estimated Construction Duration:
a. Construction duration is anticipated to be approximately 360 calendar days, occurring predominantly in 2025. The estimated construction schedule is shown in Appendix 2.

Kickoff Meeting and Data Collection
The provide the services required to complete this project, our proposed approach begins with a kickoff meeting at the project site with key project team members. The focus of this meeting is to introduce the project team, review the project objectives, identify project constraints and City preferences, City Standards and Specifications, review Bioforcetech’s scope of supply, familiarize the team with the existing treatment plant layout, and establish a solid starting point for preliminary design activities. During this meeting, we will want to review the existing WAS pumping, natural gas, electrical and SCADA systems and discuss options for integrating them with the proposed facilities. The proposed site for the new facility will be visited and constraints identified for raising the grade, including any interfering utilities, roadways, paths, etc. We will review existing chemical storage and feed facilities and truck access routes and schedules to assist with the new facility design. As-built drawings for the WWTP and all relevant historical data will be requested. The overall intent is that after this kickoff meeting, the project team will have a clear path to follow into preliminary design and can get right to work.

Exhibit "C"
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14 Topographic Survey and Geotechnical Services
Following the kickoff meeting, and after any decisions must be made to lock in the location and footprint of the new facilities, topographic survey and geotechnical investigations will be conducted at the site. This work will happen very early in the process to help identify utility locations and conflicts and serve as the basis for the site and structural designs.

If accurate as-built drawings are not available for any mechanical items for WAS conveyance (i.e. WAS pumps, piping, etc.) that will need to be modified under this project, Water Works Engineers will use our 3D LiDAR scanner to scan the WAS pumping facility. By utilizing the point cloud from the LiDAR scan, we can accurately model the existing pumps, piping, valves, etc. for inclusion in the Contact Documents.

The geotechnical services are divided into four tasks, as summarized below.

A more detailed description of the geotechnical services scoped will be provided upon request.

1. Pre-exploration

2. Subsurface exploration:
a. Two (2) exploratory drill holes to 50-feet
b. Six (6) electric cone penetration tests

3. Laboratory testing

4. Geotechnical analyses

5. Reporting:
a. Draft and Final reports)
Data Evaluation and Preliminary Design
Data collected during and after the kickoff meeting will be evaluated to confirm current and projected WAS pumping rates, electrical system capacities, natural gas system capacity, utility locations, vehicle paths of travel, and any other evaluations necessary for a complete design. We will work with the City and Bioforcetech to identify any conflicts related to the location and installation of the new prepurchased equipment. We will also coordinate with the City and Bioforcetech to obtain accurate shop drawings for the new equipment to clearly show the scope of Bioforcetech’s supply, points of connection for contractor-furnished items, and items that will be shipped loose for installation by the contractor. Of all the coordination items with Bioforcetech, this is the most critical to ensure that nothing gets left out of the design that may surface during construction as a change order.

The data and evaluations will be included in the Preliminary Design Report (PDR). The PDR will be prepared in draft form, reviewed by our QA/QC lead, and a meeting scheduled with the City to review the draft PDR. The goal is for all major design elements, evaluated data, and design criteria be identified and documented in the PDR, including construction cost estimate, Bioforcetech equipment information, utility requirements, geotechnical considerations and initial facility renderings produced for City’s review, input and buy-in. The PDR will include 3D renderings, plans and sections of the new facility and major Bioforcetech equipment along with the site grading and structural slab, and draft P&IDs.

During PDR development, our team will strive to identify value adding opportunities that will either reduce construction costs, improve plant operations and reliability, or both. For example, depending on the City’s preference for chemical storage and feed system layout, the new Centrifuge facility or Biochar Canopy could be designed to house the chemicals rather than locate them outside on the main slab as shown in Bioforcetech’s conceptual layout. Additionally, the odor control ductwork from Exhibit "C"
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15 the BioDryers to the scrubbers could be revised to be installed the slab to improve access and allow the scrubbers to be located adjacent to each other, potentially manifolding the two headers together to provide redundancy in case one scrubber is out of service. We understand that the Bioforcetech equipment has been pre-purchased, but there may be room to improve the layout and reduce costs with minor modifications to the conveyor and duct layout.

Comments received by the City and Bioforcetech on the Draft PDR will be reviewed and incorporated into the final PDR which will be the basis for moving forward with final design activities.

Contract Documents
Water Works’ team will prepare the necessary contract documents (construction plans, typical details, specifications, 3D renderings and cost estimates) for the project, based on the design criteria and recommendations included in the Preliminary Design Report. The preparation of contract documents will be completed in three submittals: 60%, 90% and 100% Design Submittals. Prior to each submittal, the work product will be reviewed through our QA/QC process and, upon submittal to the City, will have been reviewed and revised in accordance with the QA/QC plan. Submittal of the 60% and 90% review documents will occur at design review meetings with the entire project team. The contents of the submittals will be presented to City to familiarize the group with the information being submitted and the design thought process behind the work. Following the design review meetings, we anticipate a 2-week City review period to provide any additional comments which were not brought forward during the design review meetings.

A preliminary drawing list and specifications table of contents were not included for the sake of brevity but can be included if requested.
60% Design Submittal
The 60% Design Submittal build off of the PDR and will communicate to the City the project design so that meaningful discussion can take place and the core project decisions can be made as a group.

Water Works will use a combination of 2D design drawings, 3-dimensional CADD models, manufacturers’ information and other communication tools to allow the City an opportunity for significant input into the design process. The following deliverables will be provided by City with this submittal:
• 60% Design Drawings (PDF)
• 60% Calculations
• 60% Technical Specifications
• 60% Cost Estimate
90% Design Submittal
In general, the 90% Design Submittal will be a complete project package, with all design drawings developed and the majority of details and specifications included. The period between 90% and 100% should solely be dedicated to minor inter-disciplinary coordination and final QA/QC checking of all documents. In the 90% submittal, 2-dimensional plan and section drawings are incorporated with 3- dimensional isometrics to clearly show how complex structures, equipment and piping systems are to be constructed. The following deliverables will be provided by City with this submittal:
• 90% Design Drawings (PDF)
• 90% Calculations
• 90% Technical Specifications
• 90% Cost Estimate
Exhibit "C"
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16 100% Design Submittal
The 100% Design Submittal will be prepared and submitted to the City for their use in soliciting contractor bids and constructing the project. Comments provided by the City at the 90% design stage or QA/QC comments generated by our QA/QC review team will be addressed and the project set will be completed. The following deliverables will be provided by City with this submittal:
• 100% Design Drawings (PDF)
• 100% Calculations
• 100% Technical Specifications
• 100% Cost Estimate
Assistance During Construction
Water Works is committed to the successful completion of this project and will provide assistance during bidding to ensure that the design intent is understood by interested bidders and throughout design by collaborating with the City and the installing contractor throughout construction and system startup. As required in the RFP, we will provide the following services at a minimum:

1. Conduct pre-bid meeting with prospective bidders to answer contractor and supplier technical questions;

2. Coordinate through City responses to contractor and supplier technical questions during bidding and assist with preparing any addenda and/or clarifications;

3. Assist the City with submittal reviews, preparation of change orders and response to requests for information related to design technical issues encountered;

4. Prepare as-built drawings following construction from mark ups by the contractor. The original engineers stamp and signature shall be maintained on the as-built drawings. An “As-Built” or “Record Drawing” stamp shall be added to the drawings.

Additionally, we propose that our Project Manager and lead design engineers visit the site approximately monthly during construction to review the construction progress against the design drawings, answer City and contractor/supplier questions, discuss desired/required changes in the field, and provide structural observations as necessary per California Building Code. We will also attend construction meetings virtually as necessary to ensure the project proceeds smoothly.

Exhibit "C"
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17 APPENDIX 1 – RESUMES
Exhibit "C"
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JOE ZIEMANN, P.E.
1 Mr. Ziemann is a water and wastewater treatment process design and consulting engineer with 17 years of experience in the water, wastewater, and recycled water industry. He has worked as a project engineer and project manager on projects ranging from plan and specification preparation for new utility infrastructure to master planning and utility asset rehabilitation analysis and design. Mr. Ziemannís experience also includes operations and maintenance planning and protocol development, as well as graphical information systems (GIS) analysis, which have allowed him to develop a broad perspective of how individual projects fit in to the larger picture of a municipalityís overall utility scheme and future objectives.

REPRESENTATIVE PROJECT EXPERIENCE
City of Redding Clear Creek WWTP Phase 1 Biodrying and Pyrolysis Project (Planning, Design) Mr. Ziemann developed owner pre-purchase documents and provided planning and design support from preliminary design through contract documents for a Bioforcetech BioDrying and Pyrolysis biosolids treatment system utilizing 3 BioDryers and 1 pyrolysis unit, with provisions to expand to 12 BioDryers and 2 pyrolysis units.

Prior to this project, Mr. Ziemann prepared the Wastewater Treatment Plant Biosolids Master Plan Update for the City which included the alternative evaluations and recommendation to utilize Bioforcetechís BioDryers and pyrolysis systems.

City of Folsom WTP Solids Dewatering Facility ñ Folsom, CA (Design/Build) Water Works Engineers, in partnership with Auburn Constructors, was hired by the City to provide design-build services for the Dewatering Facility Project at the 50-mgd City of Folsom Water Treatment Plant. The project included rehabilitation of the existing flocculation/sedimentation basins to serve as filter backwash / actiflo blowdown treatment systems, sludge homogenization tanks with chopper pump-mixing, and a screwpress dewatering system and roll-off container storage for 20-25% cake prior to landfill disposal. Mr. Ziemann also developed a detailed Operations Guide for the facility which included SOPs for typical startup, shutdown, coagulant dose adjustment, operational mode selection, HMI control screen descriptions, and operational setpoints.

City of Roseville Dry Creek WWTP Sewer Collection System and Pump Station Hydraulic Investigation -Roseville, CA (Assessment) Mr. Ziemann provided engineering services in conducting a review of the existing City of Roseville sanitary sewer hydraulic model (in InfoWorks ICM) and developing inflow and infiltration reduction program recommendations.

Dry Creek Secondary Clarifier Replacement Project - City of Roseville, CA (Design/CM) Mr. Ziemann provided design and construction management services for the complete rehabilitation and replacement of four circular secondary clarifiers. The project included demolition of all existing internal mechanical equipment, re-tasking of existing concrete structures and supports, and replacement of the drive mechanisms with new stainless steel equipment. The project also included RAS pump replacement and controls improvements.

Sewer System Hydraulic Model and Master Plan - Woodland CA (Regulatory Compliance) Mr. Ziemann was involved with all phases of the hydraulic model development process, which included the following tasks: setup of the physical model within MWH Soft InfoSewer based on existing sewer collection system GIS data, physical data quality review, quantification of existing and future sewer system flows using land use GIS data, development Education
M.S. ñ Environmental Eng.

Lehigh University (2006)
B.S. ñ Environmental Eng.,
Lehigh University (2005)
Experience
14 years with
the firm / 17
years total
Registration
Registered Civil Engineer
California - C76172
Memberships
AWWA
CWEA
JOE ZIEMANN, P.E.

Project Engineer/Project Manager
Exhibit "C"
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JOE ZIEMANN, P.E.
2 of adjustable spatial sewage flow assignment methods, establishment of modeling scenarios and dynamic simulation parameters, analysis of simulation results, and calibration with flow monitoring data. The project included assistance with integration of the hydraulic modeling process into the Cityís System Evaluation and Capacity Assurance section of their Sewer System Management Plan (SSMP) and development of processes and procedures for the Cityís continued use of the model by the technology and engineering departments.

City of Folsom Sewer Meter Replacement - Folsom CA (Regulatory Compliance) Mr. Ziemann developed construction plans and specifications and provided construction management services for replacement of 17 existing open-channel sewer flow meters throughout the Cityís sewer collection system and for installation of 3 new flow metering sites. The project included updates to the Cityís SCADA system that is used to monitor and record the flow meter data to allow for a more streamlined process of data extraction for future hydraulic model updates.

Placer County Water Agency WTP Operations Guides ñ Auburn, CA (Operations) Mr. Ziemann developed digital Operations Guides for all 8 of the Agencyís water treatment plants. The Operations Guides will serve as a central location for plant information such as equipment O&M manuals, as-built drawings, and SOPs. The Operations Guides include clickable links to relevant documents and are easily navigable for both Operations and Engineering Staff.

City of Folsom ñ System Wide Sewer Hydraulic Evaluation and Capacity Assurance Plan ñ Folsom CA (Master Planning; Assessment; Model) Mr. Ziemann prepared a system wide sewer hydraulic evaluation and capacity assurance plan (SECAP) for existing and future development scenarios, and developed a new hydraulic model that simulated 250 miles of 6î to 54î pipeline within InfoWorks ICM 7.0 under design storm peak wet weather flow conditions. The process began with updating the existing GIS sewer network, adapting the new City General Plan into actionable development scenarios for the sewer collection system, and conducting a thorough analysis of existing flow meter data to produce a calibrated hydraulic model. Based on model simulation results a list of improvements with an associated timeline and trigger points was produced, along with a recommended inflow and infiltration reduction program to address capacity constraints within the collection system.

County of San Mateo On-Call Services CCTV Data Analysis ñ Redwood City, CA Mr. Ziemann provided field and office engineering assistance for the Wastewater Collection System CCTV Project at various County Sanitation and Sewer Maintenance Districts. Services included periodic field observation of CCTV Contractor during services, review of PACP observation code conformance, and production of daily field reports to summarize CCTV Contractor field work. Mr. Ziemann reviewed CCTV videos and conditions assessment reports for quality and compliance with PACP coding requirements and developed repair, replacement and rehabilitation recommendation for identified defects.

Sanitary Sewer Management Plan Development and Implementation Woodland, Shasta Lake, Rosemead, and Fresno County, CA (Regulatory Compliance) Typical services included General Waste Discharge Requirement gap analysis, SSMP development workshop facilitation, SSMP development plan and schedule preparation, staffing and budgeting impact assessment, and management, operation, and maintenance program development. Mr.

Ziemann has extensive experience interpreting the requirements of the GWDR and developing operation, maintenance, capital improvement planning, fats/oils/grease control, and capacity assessment programs appropriate for the size and complexity of various types of sewer collection systems to both meet regulatory requirements and provide a value in terms of enhancing proactive and strategic maintenance and planning processes.

Exhibit "C"
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Sami Kader, PE
1 Mr. Kader is a civil/sanitary design and construction engineer with 30 years of experience in water, wastewater, and conveyance projects. He has worked as a project manager, design manager and project engineer for large and small design projects as well as a resident engineer for large and s mall construction projects. His extensive construction administration experience provides him with a real world practical knowledge of the application of design documents and details during construction and provides insight in the creation of constructible, practical designs which accomplish the intended engineering function with efficiency in both construction and operation. Samiís construction administration experience also provides him with a background in claims avoidance and assists in creating plans and specifications which will minimize confusion and claims (and therefore controlling overall project costs) during bidding and construction.

Representative Project Experience
City of Redding Clear Creek WWTP Phase 1 Biodrying and Pyrolysis Project (Planning, Design) Mr. Kader was the Project Manager and Principal in charge for a Bioforcetech BioDrying and Pyrolysis biosolids treatment system utilizing 3 BioDryers and 1 pyrolsys unit, with provisions to expand to 12 BioDryers and 2 pyrolysis units. Mr. Kader also the engineer of record for the Civil and Mechanical designs for this project.

City of Redding Clear Creek WWTP Biolsolids Dewatering and Handling Facility ñ Redding, CA (Design) Mr. Kader was the Project Manager overseeing the Biosolids Dewatering Building design, complete with mechanical dewatering equipment, truck loading facilities, and all ancillary systems (e.g. polymer feed systems, utility water, HVAC, odor control. Design includes a Trucked Waste Receiving Station, integrated into the Biosolids Dewatering Facility and sharing truck routes.

City of Shasta Lake Water Treatment Residuals Feasibility Analysis - Shasta Lake, CA (Study) Mr. Kader was the Principal in Charge of this study that evaluated continued use of the Dewatering Ponds, which would require a Title 27 compliant lining and leachate monitoring system, in addition to elimination of the discharge of any dewatering liquids from the site (via land application). In addition, Water Works Engineers is evaluating the construction of a dewatering facility on the grounds of the WTP, which would allow the City to eliminate the operation and maintenance of the dewatering ponds on a separate site.

California Water Company Lucerne Water Treatment Plant Upgrade Project - Lucerne, CA (Design) Mr.

Kader managed the design upgrade of a 1-mgd Water Treatment Plant from dual-media pressure filtration, carbon absorption and chlorine disinfection to microfiltration and ultraviolet disinfection.

Included upgrades to various ancillary WTP systems including chemical storage and feed, pretreatment chemical addition and mixing, pre-screening, backwash settling and solids dewatering systems.

Longley Lane Water Treatment Plant - Washoe County, NV (Design, CM, Start-up and Operations support) Mr. Kader managed engineering planning, design and construction administration service s of a 4-mgd expandable to 6-mgd microfiltration water treatment plant for meeting SWTR regulations and providing coagulation/microfiltration for arsenic removal. Treatment process includes pH adjustment with CO2, ferric chloride feed, microfiltration, sodium hypochlorite and sodium hydroxide feed, chlorine Education
M.S. ñ Civil/Environmental Engineering,
University of Washington (1995)
B.S. ñ Civil/Environmental Engineering,
University of California, Davis (1993)
Years of
Experience
18 years
with the
firm/ 30
years total
Registration
Registered Civil
Engineer:

Arizona - 30012
California - C61534
Utah ñ 8169064-2202
Memberships
WEF
AZWA
Sami Kader, PE
Principal
Exhibit "C"
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Sami Kader, PE
2 contact tank, finished water pumping, backwash recovery, solids dewatering with plate and frame filter press.

Fallon Paiute Shoshone Tribe Arsenic Removal WTP, Fallon, NV (Design, SDC, Start-up and Operations Support) Mr. Kader managed the design, provided construction administration, start-up and operations support for a 0.5-mgd WTP using coagulation/microfiltration (C/MF) for arsenic removal. 100-ug/L arsenic in raw water. Treatment process includes pH adjustment with CO2, ferric chloride and sodium hypochlorite addition, microfiltration, CO2 stripping, and backwash treatment consisting of lamella plate clarification and filter-bottom roll-off container dewatering (0.5-mgd).

City of Folsom Easton Valley Parkway Lift Station ñ Folsom, CA (Design) Mr. Kader provided QA/QC on the design services for the Folsom Plan Area Easton Valley Parkway Sewer Lift Station and Forcemain. The project included design of a 3MGD duplex submersible pump station with provisions to increase to 7 MGD at build-out. Site improvements included MCC, SCADA and emergency generator building; odor control; by-pass pumping connections; and approximately 3000-LF of forcemain, with two elevated creek crossing and a 300-LF auger bore and jack crossing of Highway 50 (eight lanes of traffic). Unique features of the project included analysis of multiple lift station design options, including vertical turbine solids handling pumps versus a grinder with submersible N-series Flygt pumps versus dry/wet pit submersible pumps We also compared absorbent, air scrubber, and bio-filters to identify the odor control device that best met the long term needs of the site.

Redding Rancheria Win River Lift Station Replacement - Redding, CA (Design, CM) Mr. Kader was the Project Manager overseeing the replacement design and construction management of existing 500-gpm submersible pump station with a new pump station in a new location. Included odor scrubbing equipment to remove station odors as the new location was adjacent to a public gathering/tribal ceremony area.

Nogales International Wastewater Treatment Plant Upgrade - Nogales, AZ (Design-Build) Mr. Kader served as QA/QC on the Design-Build team selected to design and construct the 14 mgd activated sludge process for the Nogales International Wastewater Plant Upgrade. The existing lagoon plant was upgraded to treat 14 mgd of wastewater coming from Nogales, Arizona and Nogales, Mexico. The project included upgrades to the raw wastewater screening, new grit removal facilities, nitrification/denitrification activated sludge system including anoxic basins, aeration basins and secondary clarifiers and new belt filter press sludge dewatering system.

City of Redding Stillwater WWTP Chlorine and Sulfur Dioxide Gas Safety Improvements Project ñ Redding, CA Modification of the existing chlorine gas storage and feed system (eight 1-ton cylinders and 3 2000-lb/day chlorinators) and sulfur dioxide gas feed system (eight 1-ton cylinders and 2 500 lb/day sulfonators) to improve system safety. The existing system used wall mounted vacuum regulators which were fed under pressure from each of the active 1-ton cylinders. The system was changed to use tank mounted vacuum regulators on each cylinder to eliminate gas lines under pressure and go to an allvacuum system.

Sharon Heights Golf Club Water Reclamation Facility (WRF) - Menlo Park, CA (Design/Permitting) The project involved the design and construction of a MBR plant at the Sharon Heights Golf Club that produces Title 22 recycled water for use on the landscaping. Influent for the plant is pumped from a new pump station and forcemain to the plant. The project included the civil and yard piping design, permitting the WRF and pipeline including complying with the ISMND, writing the Title 22 WRF engineering report, and assisting with the SWPPP, Caltrans encroachment permit, County encroachment permit, and City encroachment permit. Mr. Kader was the Principal/Project Manager in Charge.

Exhibit "C"
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Tim Durbin, PE
1 | P a g e
Mr. Durbin is a civil/environmental engineer with 20 years of experience in the field of water and wastewater treatment and pumping systems. He started his career doing advanced research in wastewater chemistry, with a focus on strategies to minimize the formation of disinfection by-products.

He has since applied his knowledge of chemistry and treatment processes to the design of water and wastewater treatment facilities. Mr. Durbin has worked on projects in California and other Western states related to treatment facility design, pumping of water and wastewater, chlorination, energy recovery, and chemical storage and feed system design. He currently serves as Quality Assurance Manager, where he oversees QA/QC procedures and technical reviews for projects across the firm.

As the Quality Assurance Manager, Mr. Durbin has firm-wide responsibilities for overseeing all QA and QC activities. His responsibilities include:
• Refining the existing QA program and QC procedures
• Creating new procedures and guidelines to help ensure the quality of our work products • Overseeing QC reviews for all project deliverables. Mr. Durbin performs some QC review activities himself and delegates some activities to other engineers • Revising master guide specifications and standardized calculation spreadsheets as necessary • Helping resolve conflicts or differences of opinion that arise • Providing general assistance regarding engineering design to employees throughout the firm Prior to becoming Quality Assurance Manager, he worked as project manager and engineer on a wide range of water and wastewater projects, with a focus on process and mechanical design. Mr. Durbin has worked on the following projects either in his quality control capacity or as project manager or project engineer.

Representative Project Experience
City of Redding Clear Creek Water Treatment Plant Biosolids Pyrolysis ñ Redding, CA City of Redding Stillwater Wastewater Treatment Plant Odor Scrubber Replacement ñ Redding, CA City of Provo WATRR Center Phase 1 2020 Improvement Project ñ Provo, UT Hawaii Water Services Co., Pukalani WWTP ñ Maui, Hawaii Albuquerque Bernalillo County Water Utility Authority Ammonium Sulfate Storage and Feed Facility ñ Albuquerque, NM
Oro Loma Sanitary District, Aeration Modifications Project ñ San Lorenzo, CA Salt Lake City 1800 North Sewer Realignment ñ Salt Lake City, UT City of Morro Bay WRF Lift Station and Offsite Pipelines ñ Morro Bay, CA Ross Valley Sanitation District Pump Stations 12 &13 Rehabilitation Project ñ Greenbrae, CA City of Redding, North Market Lift Station ñ Redding, CA Education
M.S. ñ Civil/Environmental Engineering,
University of California, Berkley (2002)
B.S. ñ Chemical Engineering,
Pennsylvania State University (2000)
Years of Experience
17 years with the firm
/ 20 years total
Registration
Registered Civil Engineer:

California ñ C75456
Tim Durbin, PE
Quality Assurance Manager
Exhibit "C"
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Tim Durbin, PE
2 | P a g e
Alameda Bay Farm Island Sewer Lift Station Upgrade ñ Alameda, CA City of Flagstaff On-Call ñ Flagstaff, AZ
City of Redding Stillwater Facility Plan Update ñ Redding, CA S.T. Rhoades Construction Incorporated, Monterey Presidio Surge Relief Project ñ Redding, CA City of Goodyear Rainbow Valley Reclamation Facility Centrifuge Upgrades ñ Goodyear, AZ California Water Service DOM Well 30 Treatment ñ Compton, CA Town of Gilbert North Water Treatment Plant ñ Gilbert, CA Golden State Water Company 129th Street, Bellhaven, Southern & Doty Improvements ñ Gardena, Los Angeles, and Hawthorne, CA
Casitas Municipal Water District Ojai Water Pipeline Replacement ñ Ojai CA Contra Costa Water District Chemical Storage Improvements Phase 2 ñ Oakley, CA County of San Mateo CSA No. 7 Treatment Plant Improvements Project ñ Redwood City, CA East Valley Water District Plant 134 GAC Improvements Project ñ Highland, CA City of Goodyear Brine Management Project ñ Goodyear, AZ Amyís Kitchen, Process Water Treatment Facility ñ Pocatello, ID City of Scottsdale Thomas Groundwater Treatment Facility Detailed Design ñ Scottsdale, AZ City of Millbrae Water System Improvement Project ñ Millbrae, CA Casitas Municipal Water District Casitas Dam Drainage Improvements ñ Ventura, CA Casitas Municipal Water District, Ojai Water Pipeline Replacement ñ Ojai CA City of Davis, Phase 1 Recycled Water Facilities ñ Davis, CA California Water Service DOM 272 Well Improvements ñ Compton, CA Phillipsville Community Services District Water Quality, Storage, and Distribution Improvements Project ñ Phillipsville, CA
City of San Bruno Sneath and Lake Pump Station Rehabilitation Project ñ San Bruno, CA Arizona Water Company East Sedona Water Storage and Booster Pump Station Design ñ Sedona, AZ Valley of the Moon Water District Saddle Rd. Tank ñ Glen Ellen, CA City of Prescott Water Production Facility and Intermediate Pump Station Facility ñ Prescott, AZ City of Roseville West Side Tank and Pump Station Design and CM ñ Roseville, CA San Jose Water Belgatos Reservoirs Replacement ñ Los Gatos, CA California Water Service, Palos Verdes Stations 22, 23, and 30 Surge Tank Project ñ Palos Verdes, CA Oakland Zoo, California Trail Exhibit Pump Stations ñ Oakland, CA Paradise Irrigation District Engineering Services ñ Paradise, CA City of Scottsdale Engineering Support Services ñ Scottsdale, AZ Redway Community Services District WWTP Biosolids Master Plan ñ Redway, CA Paradise Irrigation District Disaster Recovery Management Services ñ Paradise, CA City of Carmichael La Vista Tank Replacement ñ Carmichael, CA City of Roseville West Side Tank and Pump Station Design and CM ñ Roseville, CA Exhibit "C"
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Joe Riess, PE
1 Mr. Riess is a water/wastewater process design engineer with over 25 years of experience in large and small civil infrastructure (water and wastewater treatment) projects, including feasibility studies, alternatives analyses, and design for treatment plant upgrades, expansions, modifications, and collection and treatment system monitoring. He has specific experience in treatment process selection, closedconduit and open channel hydraulic modeling, CADD design, GIS/GPS mapping, and other computer applications for designing and optimizing water and wastewater treatment and distribution systems.

Typical duties include client interaction, permit review, technical report preparation and review, cost estimate preparation and review, preparation of contract drawings and specifications, contractor interaction, field visits, inspections, and engineering services during construction. Mr. Riess also has experience implementing large-scale river restoration projects, and coordinating with multiple local, state and federal agencies, stakeholders and landowners.

Representative Project Experience
City of Redding Clear Creek WWTP Phase 1 Biodrying and Pyrolysis Project (Design, CM) Mr. Riess was the Senior Project Engineer that provided oversight on development of owner pre-purchase documents and preliminary design for a Bioforcetech BioDrying and Pyrolysis biosolids treatment system utilizing 3 BioDryers and 1 pyrolysis unit, with provisions to expand to 12 BioDryers and 2 pyrolysis units.

During final design, Mr. Riess assisted with the civil and mechanical design development and subsequent building department review. Mr. Riess is currently the Construction Manager and part-time onsite representative for the City.

City of Redding Clear Creek WWTP Biosolids Dewatering and Handling Facility ñ Redding, CA (Design, CM)
Mr. Riess was the lead process engineer and Construction Manager for the Cityís new Biosolids Dewatering Building. The project included new centrifuge dewatering equipment, shaftless screw conveyors, truck loading facilities, and all ancillary systems (e.g. sludge feed pumps, polymer feed systems, HVAC, odor control, etc.). Mr. Riess was the Construction Manager and part-time onsite representative for the City.

City of Shasta Lake Wastewater Treatment Plant Final Design ñ Shasta Lake, CA (Planning/Design/SDC) Mr. Riess was a Senior Project Engineer that oversaw the preliminary and final design of upgrades to the existing wastewater treatment plant that included a new influent pump station, retrofit of an oxidation ditch to an equalization basin, new 5-stage Bardenpho aeration basins, a new secondary clarifier, rehabilitation of existing clarifiers, a blower facility, and chemical feed systems. Also included in the project was the BioWin modeling of the advanced wastewater treatment upgrades to the plant.

Ross Valley Sanitation District Pump Stations 12 &13 Rehabilitation Project ñ Greenbrae, CA (Planning/Design/SDC)
Mr. Riess provided engineering services on this project which involved the alternatives assessment, preferred rehabilitation method selection, and preliminary engineering analysis for 5-pump / 10 MGD Bon Education
M.S. ñ Civil/Env. Engineering,
University of California, Davis
(2001/Honors)
B.S. ñ Env. Resources Engineering,
Humboldt State University (1998/Honors)
Years of
Experience
22 years with the
firm / 25 years
total
Registration
Registered Civil
Engineer:

California ñ C66413
Joe Riess, PE
Senior Project Engineer/Project Manager
Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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Joe Riess, PE
2 Air (PS12) and Duplex / 0.5 MGD Greenbrae (PS13) Wastewater Pump Station. Alternatives analysis included review, combining and update to the District's SewerCAD and InfoSWIMM hydraulic models to determine the required PWWF capacity for each. Following preliminary engineering assessment, Mr.

Riess assisted the final design and construction management of the improvements project.

Tahoe-Truckee Sanitation Agency Water Reclamation Plant expansion and Upgrade ñ Truckee, CA (Design, SDC)
Mr. Riess was the Lead Process Engineer and Project Manager for advanced WWTP expansion from 7.4 to

9.6 mgd. The project included new primary clarifier, primary effluent flow splitting structure, high-purity oxygen activated sludge basin, liquid oxygen storage, secondary clarifier, sludge flow splitting, tertiary filters, biological nitrogen removal, biological odor control, and centrifuge solids dewatering (9.6 mgd).

Advanced Wastewater Treatment Plant ñ City of Hayward and Calpine/Bechtel, Hayward, California (Design)
Mr. Riess evaluated and prepared preliminary design and cost analysis for an advanced wastewater treatment plant. Evaluated alternative schemes to treat secondary effluent to Title 22 reuse standards for use as cooling water in a proposed power generation facility. Treatment processes and associated equipment evaluated included rapid mix, coagulation, flocculation, granular medium filtration, microfiltration, reverse osmosis, copper removal through co precipitation, and solids thickening and dewatering.

Weaverville Sanitary District Water Reclamation System ñ Weaverville, CA (Design) Mr. Riess prepared preliminary and final designs to upgrade an existing WWTP from secondary to tertiary treatment to provide recycled water to users within the community. The project included the addition of a new secondary effluent equalization basin, filter influent pump station, tertiary filtration system, and recycled water storage and distribution system (0.5 mgd).

City of Thousand Oaks Hill Canyon Wastewater Treatment Plant Upgrade ñ Thousand Oaks, CA (Design, SDC)
Mr. Riess provided value engineering assistance and design of several major unit processes to be added or upgraded at the Hill Canyon Wastewater Treatment Plant. He designed a new filter influent pump station, upgrade of the existing filter influent pump station, new rapid mix, flocculation, and coagulation basin, and a polymer storage and feed facility (30 mgd).

Olivehurst Public Utilities District WWTP Upgrade and Expansion ñ Olivehurst, CA (Design, SDC) Mr. Riess was the Lead Process Engineer and assistant design manager for WWTP expansion from 1.8 to

3.0 mgd ADWF. The project included California Toxics Rule compliance and the following new processes:
fine screens, grit chambers, influent pump station, oxidation ditch, secondary clarifier, RAS/WAS pump station, filter influent pump station, cloth media filters, UV disinfection channels, re-aeration basin, chemical storage and feed, effluent pumps and outfall structure (3 mgd).

City of Redding Mary Street Lift Station Replacement ñ Redding, CA (Design) Mr. Riess designed a replacement of an existing raw sewage lift station with new, parallel wet-pit lift station using duplex dry-put submersible pumps, and new electrical building with outdoor diesel generator set. He performed hydraulic calculations to support future 12-inch forcemain project (5.9 mgd) Exhibit "C"
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SHEILA NILSEN
1 Ms. Nilsen is a registered civil engineer with nearly 10 years of experience in large and small civil infrastructure projects, including conceptual and preliminary design reports, construction document creation, engineering services during construction, and environmental inspector services. She has experience writing alternatives analyses, designing treatment plant upgrades, expansions, modifications, and collection and treatment system monitoring. Typical duties include engineering services during construction, engineering design, client interaction, permit review, technical report preparation and review, cost estimate preparation and review, preparation of contract drawings and specifications, contractor interaction, field visits and inspections. Ms. Nilsen also has experience coordinating with multiple local, state and federal agencies.

Representative Project Experience
City of Redding Clear Creek WWTP Phase 1 Biodrying and Pyrolysis Project (Design, CM) Ms. Nilsen was the staff engineer responsible for the development of the preliminary design report for a Bioforcetech BioDrying and Pyrolysis biosolids treatment system utilizing 3 BioDryers and 1 pyrolysis unit, with provisions to expand to 12 BioDryers and 2 pyrolysis units. During final design, Ms. Nilsen coordinated civil and mechanical design development. Ms. Nilsen is currently the provided engineering services during construction and part-time inspection for the City.

City of Redding Clear Creek WWTP Biosolids Dewatering and Handling Facility ñ Redding, CA 2015 (Design) Ms.

Nilsen performed resident engineer activities overseeing construction activities during the erection of the Biosolids Dewatering Building which included mechanical dewatering equipment, truck loading facilities, and ancillary systems (e.g. polymer feed systems, utility water, HVAC, odor control). She oversaw the project to completion by coordinating employee training, startup activities, and contractor finishing activities.

Redway Community Services District WWTP Biosolids Master Plan (Master Plan) Updated the Biosolids Master Plan required by the Regional Water Quality Control Board and to comply with applicable portions of 40 CFR57, 258 and 503 General Waste Discharge Requirements.

Redway Community Services District, CA 2018 (Wastewater Treatment Plant Upgrade Alternatives and Hydraulic Analysis) Ms. Nilsen completed the master plan update and effluent pumping analysis for Redway Community Service District. The discharge permit required an analysis of the current biosolids management program, including solids digestion, dewatering and disposal upgrade alternatives and effluent pump capacity and improvement analysis. She completed a hydraulic analysis of the effluent pipeline and determined the most costeffective solution for improving the current solids handling process.

Sharon Heights Golf Course Water Reclamation Facility Design-Build - Menlo Park, CA (Design/Permitting) The project involved the design and construction of a MBR plant at the Sharon Heights Golf Club that produces Title 22 recycled water for use on the landscaping. Influent for the plant is pumped from a new pump station and forcemain to the plant. Ms. Nilsen was a project engineer that designed the civil and yard piping for the project.

She also assisted with permitting the WRF and pipeline including complying with the ISMND, writing the Title 22 WRF engineering report, and assisting with the SWPPP, Caltrans encroachment permit, County encroachment permit, and City encroachment permit.

Education
B.S. ñ Environmental Engineering
Cal Poly,
San Luis Obispo, CA
Experience
8 years with the firm /
10 years total
Registration
Registered Civil Engineer
California - 89764
SHEILA NILSEN, P.E.

ASSOCIATE ENGINEER
Exhibit "C"
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SHEILA NILSEN
2 Hawaii Water Service Kukio Condition Assessment, Critical Asset Repair Project, and Preliminary Design ñ Kukio, HI 2018 (Preliminary Design) Ms. Nilsen participated in the condition assessment of the Kukio WWTP and completed an effective end-of-life assessment for every asset within the plant operation. She coordinated the replacement of critical equipment within a concise timeframe to remedy existing operational issues while ensuring continued plant operation. She completed the preliminary design for the WWTP upgrade, including critical infrastructure repair recommendations, equipment replacement, initial upgrades to continue streamline operation, and recommended upgrades to improve overall operation and maintenance requirements.

City of Roseville Dry Creek WWTP Digester 1&2 Structural Assessment and Rehabilitation Design Project - Roseville, CA (Inspection) Ms. Nilsen was the Project Engineer for the condition assessment of Digester 1 and 2 at the City of Roseville Dry Creek WWTP. During routine maintenance and cleaning, Ms. Nilsen and the Water Works inspection team provided a thorough structural assessment of the concrete structures, in particular the flat top and domed roofs and interior mechanical piping, to assess its condition and identify more significant rehabilitation and/or replacement needs. Sheila worked with the Contractor responsible for the routine cleaning project to remove all fluid and materials in the digesters; wash and clean all internal components; and pump the tank dry. They then set-up a scaffolding and lighting system for use by Water Works for the structural assessment.

Water Works team efficiently completed a visual assessment and took concrete core samples for material testing to characterize the condition of the digester and summarized the findings and recommended improvements in a structural assessment report. Ms. Nilsen completed the structural condition report for the digester rehabilitation project. She focused on the design of the digester overflow piping reconfiguration, the roof drain repair, the safe roof access design, and the new manway design associated with the concrete dome interior recoating project. She compared two access alternatives for the interior recoating and repairs to provide alternatives to the client for future repair projects.

Lehigh Cement Process Water Treatment Plant ñ Cupertino, CA (Design) Ms. Nilsen assisted in the completion of design of a process water treatment plant treating industrial waste in partnership with the treatment equipment supplier in order to deliver project design and bid documents on a rapid timeline in order to meet regulatory requirements. Treatment process included UF/RO and proprietary biological processes.

City of Shasta Lake Wastewater Treatment Plant Upgrade ñ City of Shasta Lake, CA 2017-2018 (Preliminary and Final Design, Engineering Services During Construction) Ms. Nilsen participated in the preliminary and final design of the City of Shasta Lake wastewater treatment upgrade project to meet Title 22 recycled water goals. She focused on the UV disinfection and recycled water basin design, re-aeration structure, outfall structure, sludge drying bed, emergency retention facilities and overall plant yard piping coordination. She completed the hydraulic analysis of the upgrade project and as analyzed opportunities for Value Engineering during the preliminary design process. She performed engineering services during construction including by-weekly construction meetings, submittal reviews, and request for information responses. She maintained effective communication between the client, engineer, contractor, and construction manager to ensure a productive and accurate construction project.

Stillwater Diffuser Replacement Project ñ Redding, CA 2016 (Design) Ms. Nilsen completed the submittal documents for the diffuser replacement project at the Stillwater WWTF. This project included the replacement of three aeration basin air diffusers and isolation valves. Construction sequencing was coordinated to complete the replacement project while allowing the plant to continue operation. She worked closely with the plant operators and the diffuser system manufacturer to provide a cohesive system.

Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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1 | P a g e
Representative Project Experience
• California Water Service DOM Well 300 Treatment Project, Torrance, CA (Structural Engineer) • Arizona Water Company Pinal Valley Well 34 and Arsenic Removal Facility (Structural Engineer) • Arizona Water Company Pinal Valley Well 13 Arsenic Removal Facility (ARF) Expansion, Coolidge, AZ (Structural Engineer)
• Arizona Water Company E. Sedona Water Storage and Booster Pump Station Design, Sedona, AZ (Structural Engineer)
• City of Surprise Desert Oasis Arsenic Treatment Facility, Design and CA Services, Surprise, AZ (Structural Engineer)
• City of Surprise Rancho Mercado Water Campus and ARF, Surprise, AZ (Structural Engineer) • City of Scottsdale As-Needed Engineering Services, Scottsdale, AZ (Structural Engineer) o Chaparral Water Treatment Plant (WTP)
o Central Arizona Project (CAP) WTP Improvements
o Central Groundwater Treatment Facility Evaluation and Design • EPCOR USA, White Tanks Regional WTP, 2019 Expansion (Structural Engineer) • City of Scottsdale Thomas Groundwater Treatment Facility (TGTF) Reverse Osmosis Facility, Scottsdale, AZ (Structural Engineer)
• Lennar Communities Development, Inc. Asante Well 1, Surprise, AZ (Structural Engineer) • Lennar Communities Development, Inc. Asante Well 4, Surprise, AZ (Structural Engineer) • City of Gilbert Site 26 Water Quality Improvements, Gilbert, AZ (Structural Engineer) • City of Prescott Water Production Facility and Intermediate Pump Station, Prescott, AZ (Structural Engineer)
• City of Buckeye Industrial Park Lift Station and Fire Tank, Buckeye, AZ (Structural Engineer) • EPCOR USA, Johnson Utilities Johnson Ranch Well 4 Nitrate Removal Facility (Structural Engineer)
• EPCOR USA Shea WTP Chemical Storage Improvements and TOC Reduction Study (Structural Engineer)
Education
M.S. - Civil Engineering,
Brigham Young University (1984)
B.S. - Civil Engineering,
Brigham Young University (1983)
Years of
Experience
5 years
with the
firm/ 39
years total
Registration
Registered Civil Engineer:

Ariz. ñ 24051 - Structural
Calif. ñ S3889 - Structural
Calif. ñ C43331 - Civil
Certifications
City of Phoenix
Special
Inspector
Martin Puhlmann, PE, SE
Structural Engineer
Exhibit "C"
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Himai Mehere
Representative Project Experience
• City of Redding Clear Creek WWTP Phase 1 Biodrying and Pyrolysis Project, Redding, CA (Structural Design Engineer)
• Zone 7 Water Agency, Paterson Pass Water Treatment Plant Electrical Enclosure, Livermore, CA (Structural Design Engineer)
• California Water Service Company, DOM 215/216 ESCD, (Structural Design Engineer) • The True Life Companies, Pioneer Place Lift Station Basis of Design Report, Cameron Park, CA ((Structural Design Engineer)
• California Water Service Company DOM Well 300 Treatment Project, Torrance, CA (Structural Design Engineer)
• El Dorado Irrigation District, Various Projects, (Structural Design Engineer) o Echo Lake Conduit Emergency Replacement, El Dorado County, CA o Diversion Fish Screen A11 Gates Analysis, Placerville, CA o Sly Park Intertie Improvements Project, El Dorado County, CA o Reservoir A Valve Replacement, El Dorado County, CA
• Pacific Hydrotech Corporation, City of Needles Well 11 Treatment Plant Upgrade, Needles, CA (Structural Design Engineer)
• Anderson Pacific, City of Palo Alto Regional Water Quality Control Plant Secondary Treatment Upgrade Project Temporary Bypass Systems, Palo Alto, CA (Structural Design Engineer) • Paradise Irrigation District Water Treatment Plant Equalizer Tank Replacement, Paradise, CA (Structural Design Engineer)
• Contra Costa Water District, Bollman Water Treatment Plant Phase 2 Design Engineering During Construction, Concord, CA (Structural Design Engineer)
• San Jose Water, Belgatos Pump Station Design, San Jose, CA (Structural Design Engineer) • City of Redding, Wastewater Treatment Plant Bisulfite Facilities Structural Design, Redding, CA (Structural Design Engineer)
• California Water Service Company, Palos Verdes Station 22 Sound Wall Project, Rolling Hills Estates, CA (Structural Design Engineer)
• California Water Service Company, DOM 275 UV Implementation & Startup, Carson, CA (Structural Design Engineer)
• City of Millbrae, Skyline Tank Engineering Services during Design, Millbrae, CA (Structural Design Engineer)
• EPCOR USA, Copper Basin Water Reclamation Facility, Pinal County, CA (Structural Design Engineer)
• City of Chandler, Water Facilities Optimization Improvements, Chandler, AZ (Structural Design Engineer)
Education
M.S. - Civil Engineering (Structural)
Arizona State University (2017)
B.Tech. - Civil Engineering,
College of Engineering (2013)
Years of
Experience
1 years with the
firm/ 6 years total
Memberships
SEAONC
AZWA
Himai Mehere
Structural Design Engineer
Exhibit "C"
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Himai Mehere
• Placer County Water Agency, Bowman Water Treatment Plant Phase 3 Improvements, Placer County, CA (Structural Design Engineer)
Representative Project Experience Prior to Joining Water Works ARUN SHAH & ASSOCIATES, FREEMONT, CA (2019 ñ 2021)

PROJECT ENGINEER
• Experience in delivering end to end structural work for wide range of materials and project types.
• Managed, designed and oversaw construction for following projects:
ï Stratford School, Milpitas, CA - 25,000 sf, 2 story tilt up concrete school building retrofit.

Provided new concrete shear walls with mat foundation and retrofitted the diaphragm as high load flexible diaphragm. Designed structural steel braced frame as lateral system for new addition to the building.
ï SMT Annex Building, Concord, CA - 10,000 sf 2 story light gage steel community center building with composite shear wall panels on CFS studs set on grade beam and slab on grade foundation.
ï Homewood Suites, Fremont, CA - 50,000 sf, 4 story wood frame hotel on concrete podium with mat foundation.
ï Experienced in design for hillside homes with concrete retaining wall and pier foundation. • Experienced in seismic design and detailing of structural steel moment frames, braced frames, and concrete shear walls.
• Proactive and highly collaborative with clients, architects, and MEP consultants during all stages of the project.
• Performed site inspections on a regular basis. Provided field reports and supplementary details to address discrepancies.
• Provided response to RFIís, plan check comments & reviewed shop drawings. • Passionate about providing simple and economical design and feasible details from constructability point of view.

ARUN SHAH & ASSOCIATES, FREEMONT, CA (2019 ñ 2021)

GRADUATE ENGINEER
• Provided solutions for multiple tenant improvements, rehabilitation, and equipment anchorage projects.
• Provided structural drawings and calculations for following projects:
ï 1 story tilt up concrete community center building in Union City, CA, ï 4 story wood frame apartments on podium slab with mat foundation, Oakland, CA ï 3 story wood frame apartment buildings in Hayward, CA • Developed understanding of seismic requirements for design and detailing of steel, concrete, and wood structures.

ARIZONA STATE UNIVERSITY, TEMPE, AZ

RESEARCH ASSISTANT
• Conducted uniaxial quasi static tests of fibers and fiber-matrix interface to study behavior and modelling.
• Developed automated manufacturing system for textile reinforced structural shapes to model multiple cracking behavior under tension and flexure using Digital Image Correlation.

Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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F R I S C H E N G I N E E R I N G , I N C .

Consulting Electrical Engineers
13405 Folsom Blvd., Unit 600 Phone 916.353.1025
Folsom, CA 95630
Thomas P. Frisch, P.E.

Education B.S. Electrical Engineering, University California Los Angeles, 1991 Registration Professional Electrical Engineer Reg. CA E15761, NV, NM, AZ, as needed Work
Experience
Electrical Engineer (28 years)
Mr. Frisch obtained his Professional Engineering License 1998, and shortly thereafter, began working as a consultant in Electrical Design. Thomas has designed over 250 projects ranging from small sewage lift stations to large (2000 HP total medium voltage) pump stations and treatment plants. During this time, Mr. Frisch has become proficient as a designer, obtained the respect of his peers, and now operates a successful Electrical Engineering design and construction services business.

Prior to consulting, Mr. Frisch worked for Tesco Controls as a Field Service Engineer (4 years), Sales Engineer (1 year), and Project Engineer (3 years). While working for Tesco, He became very familiar with design philosophies of HDR, Montgomery Watson, Brown and Caldwell, Black and Veatch, Carollo and others. He engineered and coordinated many projects including full treatment plants at El Dorado Hills, City of Davis, City of Corona, and City of Sanger. He became very familiar with many manufacturers of instrumentation, PLCs and SCADA systems. He developed and defined many of the standards still in use today at Tesco Controls concerning drafting, testing and manufacturing.

Project Experience
SCADA San Juan Water District SCADA System
SMUD Carson Power Plant
City of Galt WWTP Tertiary Improvements
City of Galt SCADA System
Foothill Oaks Casino SCADA System
City of West Sacramento SCADA System Improvements
City of Lincoln SCADA System
Water City of Galt, Industrial Park Reservoir and BPS
Trinity Center WTP
Lewiston RW Pump Station, WTP, and Tank
Lucerne WTP
Sacramento Suburban Enterprise Northrop BPS and Reservoir Pebble Beach CSD, Forest Lake Treatment Plant
Cal Water Service Dominguez Wells 275 and 294 WTP Projects Exhibit "C"
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Trinity Center WTP
Contra Costa Contra Loma Dam Seismic Monitoring
Contra Costa Raw Water Pumping Plants, Comistas and Cowell Pump Stations, Contra Loma Pump Station, Shell Recycle Pump Station.

City of Roseville, Crowder Road Flow Metering
City of West Sacramento, Carlin Tank and BPS
EID Promontory Tank and Reservoir 12
Wells City of Davis, Well #30, Well 31 and Well 32
City of Mountain View, Well 22
City of Vacaville, Well 15 and 16, and Well 16 Ion Exchange Hex Chrome Sierra Army Depot, Well 5 and 8 rehabilitation and treatment Rio Linda Water District Well 14 and Well 15
Storm
Water
Bureau of Reclamation RD784, Pump Station #6
Bureau of Reclamation RD784, Pump Station #2,5,6,8,10
S. Olivehurst Storm Water Pump Station
Yuba City Walnut Park Storm Water Pump Station
Waste
Water
Redding Clear Cleek WWTP Dewatering Project
Redding Stillwater WWTP Expansion
EID El Dorado Hill Waste Treatment Plant Capacity Upgrade City of Atwater Wastewater Treatment Plant
City of Roseville, Sewer Lift Station Upgrade
City of Vacaville, Easterly Wastewater Treatment Plant Tertiary Upgrade Redding Mary Street Sewage Lift Station
Redding Sunnyhill Lift Station Pump and VFD replacement Redding Auditorium Drive Lift Station Replacement
El Dorado Irrigation District, Bass Lake Reclaim BPS
Pebble Beach CSD, Forest Lake Reclaim Reservoir and Booster Pump Station EID Highland Hills Sewage Lift Station
Clayton Wastewater Treatment Plant
EID Cambridge Oaks Sewage Lift Station
City of Sacramento Sump 119
EID Creekside Greens SLS
Yuba City Lift Station 1
Yuba City Lift Station 3
Locke Low Pressure Sanitary System
Exhibit "C"
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William F. “Bill” McKinney
PLS
Bill has been involved in the field of surveying since 1969 after gaining skills and experience for it during his time in the US Army.

In the last half-century, he has practiced in California, Nevada, and Oregon and has become one of the most experienced land
surveyors in the northern California region. He has successfully completed all manner of topographic and boundary surveys, ALTA/ACSM land title surveys, lot line adjustments, legal descriptions and plats for easements and dedications, tentative and final parcel maps, and even construction staking in the field.

He continues to develop skills using the latest survey equipment including total stations and, more recently, aerial drone surveying.

RELEVANT EXPERIENCE
Military Ocean Terminal Concord Navy Base Topographic Survey Preparation of topographic surveys for three different areas of MOTCO in Concord, California. Located existing utilities.

Utilized vertical and horizontal control tied to the North American Vertical Datum 1988 appropriate to the site. Located surface evidence and underground features (plan and profile) of all utility lines within the project areas, all in accordance with USACE standards.

San Joaquin Regional Transit District General Engineering On-Call Survey Lead for a multidiscipline team with several subconsultants to provide on-call services to support operations, maintenance, and capital improvements for the District.

Nevada County Engineering On-Call Survey lead for a multi-discipline team with several subconsultants to provide on-call services to support operations, maintenance, and capital improvements for the County.

Butte County Record of Survey Review Support Project Manager on a contract to provide additional staff support to the County Surveyor for Record of Survey reviews to support the Camp Fire Recovery efforts in Butte County, California. Work included acting as contract staff reviewing applications Years of Experience
53 (1969)
Years with CWE
13 (November 2009)
Education
California State University,
Long Beach
Registrations
Registered Professional Land
Surveyor Engineer, California,
4715
Exhibit "C"
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William F. “Bill” McKinney
PLS
for Record of Survey reviews, providing formal comments, and coordinating with applicants and the County Surveyor.

GHD Lakeport Seawall Survey Manager for topographical survey for 650 feet of seawall, sidewalk, dock area, and park in Lakeport, California. The purpose of the project was to raise the existing seawall to reduce the frequency of frequent flooding due to high water surface elevations in Clear Lake. The field survey included a two-man crew with in-water survey work required. In order to save the client on the costs of a typical bathymetric survey, we used a more traditional instrument and rod to obtain elevations along the lakebed near the seawall.

DMB/Highlands Group, LLC Martis Camp, Truckee, CA Prepared boundary and topographic survey, final map, public road, drainage, and public utility easements for several phases of an 800-lot luxury single-family residential development in Truckee, California. The development included clubhouses, tennis courts, two golf courses, and open space. Work also included determining the Caltrans right-of-way from control points, monuments, and monumentation maps. Worked closely with Caltrans to coordinate mapping within and adjacent to their ROW.

Highway 65 and Ferrari Ranch Road Determined Caltrans right-of-way from control points, monuments, and monumentation maps to establish boundary and right-of-way line for new commercial shopping center for a private developer in Lincoln, California. Boundary and topography and construction staking were also provided. Caltrans coordination was required.

Pacific Gas & Electric Halsey Forebay and Canal Survey Provided topographic survey, mapping, and control staking for the Wise Canal that discharges into Halsey Forebay for a canal reconstruction project in Auburn, California. The canal was dewatered and the inverts, top of bank, and 50 feet of ground on either side were surveyed. Approximately one mile of canal was surveyed.

Placer County Water Agency Utility Easements Prepared approximately 30 utility easements for underground communications system conduit installation in multiple locations for Placer County Water Agency. The work included extensive coordination with Placer County Water Agency and Placer County staff.

Placer County Water Agency Sediment Removal Performed pre- and post-construction channel surveys of the American River flow control structures in Placer County, California. The project purpose was removal of accumulated river sediments from several sediment bars and diversion dams located along the Middle Fork of the American River.

Crossroads Shopping Center Provided boundary and topography, tentative and final maps, and construction staking for a private developer for new commercial development bordering Highway 49 in Auburn, California. Determined Caltrans right-of-way from control points, monuments, and monumentation maps. Caltrans coordination was required.

City of Lincoln 66-inch Sanitary Sewer Line Construction Prepared topographic and property line survey, and construction staking along public roadways for a 66-inch sanitary sewer trunk line in Lincoln, California.

Granite Bay Community Park, Granite Bay, CA Prepared topographic and boundary survey and construction staking for a 16-acre community park in Granite Bay, California. CWE helped Placer County with development of the plans for the park as well. The project created a playground, picnic areas, baseball and soccer fields, and a unique “Walk of Honor Memorial,” which honors the sacrifices made by those in the armed forces.

Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

Page 292 of 783 ends

William F. “Bill” McKinney
PLS
Egbert Tract, Rio Vista, CA Prepared an ALTA for a 3200-acre parcel for a private developer in Rio Vista, California. The surveying was used for the creation of ecological habitat reserves within the property. In some locations, locating monuments required digging two feet below ground due to the time that has passed since they were first placed.

Los Lagos Development, Granite Bay, CA Prepared Final Map and public right-of-way for residential development. The site was 4.5 sections of land that included 480 acres and 350 lots in Granite Bay, California. This project took several years from the planning stage to construction. While in construction, CWE provided construction staking for roads and utilities.

Multigroup, LLC 607 Sutter Street Prepared topographic and property line survey, and construction staking for site improvements at 607 Sutter Street in Folsom, California. The project included construction of a 3-story mixed used building to include commercial/retail, office and two apartments.

The project provided much needed new retail space for the burgeoning Old Folsom area while featuring a design that maintained the old town aesthetic of the surrounding area.

Teichert/Chevreaux Ready Mix Plant Prepared an ALTA for the concrete ready-mix plant bordered by Marguerite Mine Road and adjacent to Highway 49 in Auburn, California. Work also included determining the Caltrans right-of-way from control points, monuments, and monumentation maps.

Caltrans coordination was required.

Bruceville Road near Bilby Road Prepared Record of Survey for commercial 20-acre project for a private developer in Elk Grove, California. The project also required a Record of Survey to be filed with Sacramento County. Set property corner monuments upon recording of map to establish the record boundary.

Vista Cielo, Placer County, CA Performed boundary and topographic survey, tentative and final maps, and public ROW for 24-lot, 78-acre residential development in Placer County, California.

Clay Street near Glenrose Avenue Prepared Record of Survey for one residential lot, owned by a private owner, approximately half an acre in Sacramento, California. One of the main goals of this survey was to determine any encroachments onto the subject parcel from other properties. 60-Inch Water Main Construction Prepared topographic and boundary survey and construction staking for a 60-inch water trunk line for a private developer on Barton Road in Granite Bay, California.

Markley Cove Marina, Lake Berryessa On behalf of a private developer, performed a site-specific topographic survey of a portion of the Napa County, California site that was proposed to serve as the ADA access to the docks. Created a plan for ADA parking as well as ADA compliant walkway down to the boat docks. This included design of retaining walls, new ADA compliant pathway, and incorporation of gangways and floating platforms to provide access to docks. Laid down flight crosses in coordination with aerial survey company to get topography of the project site. Utilized the aerial topographic survey to design new and improved roadways to access the site which would the least amount of grading and retaining walls. The site is located on very steep slopes, which necessitated close review of the proposed roadway alignment to avoid excessive retaining walls. Determined locations of new parking areas, new cabins, and new dock access.

Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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JAMESA. BIANCHIN, PG, CEG
Jim is a Principal Engineering Geologist with more than 40 years of experience in managing and providing engineering geologic services for complex geotechnical projects located in Oregon, Nevada, throughout California, and in the former Soviet Union. He specializes in managing multifaceted, detailed geotechnical studies for difficult access sites and characterization of complex, geologically impacted sites.

Representative Project Experience
The following are two brief project descriptions that highlight Jim s experience:

Coastal Aqueduct Extension (Phase II) of the California State Water Project.

Jim was the manager of geotechnical services and responsible engineering geologist for the design of the Central Coast Water Authority s components of the Coastal Aqueduct Extension (Phase II) of the California State Water Project. This project included 73 miles of large-diameter flexible pipeline, three 2-million-gallon prestressed concrete tanks, a 40-million gallon-per-day water treatment plant, a pump station, a scour evaluation of the pipeline crossing of the Santa Maria River, and a microtunnel alignment beneath the Santa Ynez River.

Calgren Biogas Pipeline Studies. Jim managed geotechnical services for the evaluation of over 120,000 lineal feet of new biogas pipeline in the Pixley area of Tulare County. The project included multiple crossings of roadways and irrigation ditches. Those services included evaluation of viable trenchless crossing methods along with consultation with the Contractor and client to reduce construction costs by selectively utilizing soils encountered along the alignments as pipe zone backfill materials.

Bay Point Sewer Pipeline Rehabilitation Project. Jim managed BAJADA s services to provide geotechnical engineering services for the rehabilitation of about 7,100 lineal feet of structurally deficient wastewater pipeline that is operated and maintained by Delta Diablo Sanitation. A total of 25 pipeline segments located over a relatively wide portion of the Bay Point area were evaluated. The rehabilitation methods consisted of removal and replacement and cured-in-placepipeline lining. The pipelines were being replaced with the same diameter pipelines or being upsized by 2 to 4 inches.

Westside Interceptor Project. Jim managed BAJADA s services to provided design-level geotechnical services for a new 48-inch diameter sewer pipeline extending from Girvan Road to the City of Redding s Clear Creek Wastewater Treatment Plant. The salignment extended extend for a distance of about 3,000 feet tat depths ranging from about 12 to 28 feet. Loose granular sediments and shallow groundwater pose difficult design and construction conditions fo rthe proposed pipeline.
1 Page
ADA
Geosciences, Inc. BA RESUME
Position
Principal Engineering
Geologist
Years of
Experience
40 Education
B.A - Geology
California State University
at Humboldt
Registration
Professional Geologist
CA - 5966
Certified Engineering
Geologist
CA - 1644
OR - E1989
Associations
Association of
Environmental &
Engineering Geologists
American Society of Civil
Engineers
American Public Works
Association
Redding West Rotary Club
Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

Page 294 of 783 ends

JAMESA. BIANCHIN, PG, CEG
San Mateo County Pipeline Rehabilitation Project. Geotechnical engineering services for the rehabilitation of about 6,023 lineal feet of structurally deficient water pipeline that is operated and maintained by San Mateo County were performed. Jim managed all aspects of those services. A total of ten pipeline segments located over a relatively wide portion of the county were evaluated. The rehabilitation methods consisted of removal and replacement and pipe bursting.

The pipelines were being replaced with the same diameter pipelines or being upsized by 2 to 4 inches.
2 Page
ADA
Geosciences, Inc. BA RESUME
Position
Principal Engineering
Geologist
Years of
Experience
40 Education
B.A - Geology
California State University
at Humboldt
Registration
Professional Geologist
CA - 5966
Certified Engineering
Geologist
CA - 1644
OR - E1989
Associations
Association of
Environmental &
Engineering Geologists
American Society of Civil
Engineers
American Public Works
Association
Redding West Rotary Club

RECENT GEOTECHNICAL STUDIES FOR PIPELINE PROJECTS
Project
Name
Lineal
Feet
Pipeline
Type1
Diameter
(in) Location BAJADA Personnel2 Date

PROJECTS PERFORMED BY BAJADA GEOSCIENCES
Ventura-Santa Barbara Intertie 6,900 FPVC,
HDPE 16
Ventura &
Santa
Barbara
Counties

JAB, JE,
JSB, GB On-going
Matilija Pipeline Replacement 2,100 DIP,
HDPE 8 Ventura
County JAB, JE On-going
Ojai Avenue Pipeline
Replacement 5,725 CIP, PVC 6 to 8 City of Ojai JSB, JAB, JE 2018 - 2021 Roseville Pipe Bursting 2,392 PVC,
HDPE 8 City of
Roseville JAB, JE On-going
Dominguez 232 North Header 20,065 MC 30 Torrance &
Carson JAB, JE On-going
San Mateo County CSA 7 11,720 PVC 4 to 6 La Honda
area JAB, JE On-going
Skyline Main Pipeline 3,500 TC 6 San Mateo
County JAB, JE 2022
Folsom Sewer Trunk 6,800 UK 18 City of
Folsom JAB, JE 2022
Sharon Heights HDD &
Trenchless Pipelines 3,500 HDPE 12 City of
Menlo Park JAB, JE 2021
Calgren Trenchless Crossing,
Highway 99 600 HDPE 24 Tulare
County JAB, JE 2021
Paradise PID Reservoir B 7,400 DIP or
PVC 16 Butte County JAB, JE 2018
Bay Point Sewer Rehabilitation 7,100 VCP 6 to 10
Contra
Costa
County
JAB, JE 2018
San Mateo County Sewer
Rehabilitation 6,023 VCP 6 to 15 San Mateo County JAB, JE 2018 Calgren Biogas Pipelines >120,000 HDPE 4 to 16 Tulare
County JAB, JE 2016 - 2019
Westside Interceptor 3,025 RCP, TBD 48 City of
Redding JAB, JE On-going
PROJECTS PERFORMED BY BAJADA GEOSCIENCE PERSONNEL3
San Francisco Area Sewer 18,000 UK 6 to 8 City of
Redding JAB 2015
Mistletoe Sewer Rehabilitation 11,200 UK 6 to 10 City of Redding JAB 2015 - 2016
Lake Redding Interceptor 11,000 TBD 21 to 27 City of
Redding JAB 2015
Ebbetts Pass Reach 3A
Pipeline 18,000 TC, PVC,
HDPE 12
Arnold,
Calaveras
County
JAB 2014
Ventura/Ferry Streets Sewer 1,425 PVC 6 City of
Anderson JAB 2015 - 2016
McKean Pipeline 2,400 DIP, PVC 16 Santa Clara
County JAB 2014 - 2016
Foothill Trunk Sewer 2,275 UK 12 to 24 City of
Rocklin & JAB 2014 - 2016
Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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David V. Cymanski, PE, GE
Dave is a principal geotechnical engineer with over 33 years of experience as a consultant in the areas of geotechnical engineering. His experience has covered a wide variety of engineering projects throughout California, Oregon, and throughout the United States. Hi experience includes roadways, pipelines, heavy industrial facilities, airports, erosion control, characterization of site conditions, evaluations of geologic hazards, and surface and subsurface drainage facilities.

Representative Experience
 Responsible charge of geotechnical engineering, materials testing, special inspection and environmental consulting.
 Manage and perform subsurface investigation and geotechnical design activities.
 Manage Environmental Site Assessments.
 Perform geotechnical Expert Witness services; construction materials evaluations, and forensic studies of distressed structures, concrete foundations, pavements, retaining walls, drainage & landslides.
 Engineering oversight and compaction testing for all grading, excavation and earthwork filling operations.
 Evaluate and test subsurface ground improvement construction & underground utility backfill placement.
 Analyze and recommend pavement designs including lime & cement modification and stabilization.
 Foundation design and review including piling, drilled piers, caissons, footings & post-tension slabs.
 Provide soil criteria and analysis of soil nail, tie-back, MSE, CMU & conventional retaining walls.
 Evaluate and analysis of global slope stability, landslides & earth movement.
 Bridge, dams and canal studies.

TERRASEARCH, INC., Fairfield & Dublin, CA, 1989-1996
 Project Engineer & Staff Engineer.
 Perform geotechnical engineering investigations for commercial, industrial, residential and public works.
 Perform compaction testing of earthwork operations.
 Perform special inspections of reinforced and pre-stressed concrete, structural masonry & structural steel.
 Supervise engineering technicians and laboratory during grading and foundation operations.
 Review civil and structural plans for geotechnical conformance.  Evaluate distressed structures and perform forensic investigations of earthwork projects.
1 Page
ADA
Geosciences, Inc. BA RESUME
Position
Principal Geotechnical
Engineer
Years of
Experience
33 Education
B.S. - Civil Engineering
California State University
at Chico
Registration
California Registered Civil
Engineer (C51421)
California Registered
Geotechnical Engineer
(GE 2585)
Oregon Registered Civil
Engineer (80732)
Affiliations
American Society of Civil
Engineers
California Geotechnical
Engineers Association
Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

Page 296 of 783 ends

C i t y o f B r e n t w o o d
B i o s o l i d s D r y e r P r o j e c t
18 APPENDIX 2 – PROJECT SCHEDULE
Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

Page 297 of 783 ends

ID Task
Mode
Task Name Duration Start Finish Predecessors
1 City Council Meeting (Project Award) 0 days Tue 11/14/23 Tue 11/14/23 2 Design 190 days Wed 11/15/23 Wed 8/7/24
3 Kickoff Meeting (on site) 0 days Wed 11/15/23 Wed 11/15/23 1FS+2 days 4 Topographic Survey 20 days Thu 11/16/23 Wed 12/13/23 3 5 Geotechnical Investigations 50 days Thu 11/16/23 Wed 1/24/24 3 6 Data Evaluation and Preliminary Design 40 days Thu 11/16/23 Wed 1/10/24 3 7 Contract Documents 150 days Thu 1/11/24 Wed 8/7/24
8 60% Design Submittal 60 days Thu 1/11/24 Wed 4/3/24 6 9 90% Design Submittal 60 days Thu 4/4/24 Wed 6/26/24 8 10 100% Design Submittal 30 days Thu 6/27/24 Wed 8/7/24 9 11 Bidding 50 days Thu 8/8/24 Wed 10/16/24
12 Advertise Project and Evaluate Bids 30 days Thu 8/8/24 Wed 9/18/24 10 13 Award Construction Project 20 days Thu 9/19/24 Wed 10/16/24 12 14 Construction 270 days Thu 10/17/24 Wed 10/29/25
15 Contracting and Notice to Proceed 10 days Thu 10/17/24 Wed 10/30/24 13 16 Submittals 40 days Thu 10/31/24 Wed 12/25/24 15
17 Mobilization 10 days Thu 10/31/24 Wed 11/13/24 15
18 Site Grading 40 days Thu 11/14/24 Wed 1/8/25 17
19 Underground Completed (main site) 40 days Thu 1/9/25 Wed 3/5/25 18 20 Footings and Concrete Slab Completed 40 days Thu 3/6/25 Wed 4/30/25 19 21 BFT Major Equipment Delivery 20 days Thu 5/15/25 Wed 6/11/25 22 BFT Major Equipment Installation 40 days Thu 5/15/25 Wed 7/9/25 21SS 23 Conveyor and Ancillary Equipment Installation 40 days Thu 7/10/25 Wed 9/3/25 22 24 Canopy Construction 40 days Thu 7/10/25 Wed 9/3/25 22 25 Startup and Testing 20 days Thu 9/4/25 Wed 10/1/25 23 26 Project Closeout 20 days Thu 10/2/25 Wed 10/29/25 25 City Council Meeting (Project Award) 11/14
Design
Kickoff Meeting (on site) 11/15
Topographic Survey
Geotechnical Investigations
Data Evaluation and Preliminary Design
Contract Documents
60% Design Submittal
90% Design Submittal
100% Design Submittal
Bidding
Advertise Project and Evaluate Bids
Award Construction Project
Construction
Contracting and Notice to Proceed
Submittals
Mobilization
Site Grading
Underground Completed (main site)
Footings and Concrete Slab Completed
BFT Major Equipment Delivery
BFT Major Equipment Installation
Conveyor and Ancillary Equipment Installation
Canopy Construction
Startup and Testing
Project Closeout
Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Qtr 3, 2023 Qtr 4, 2023 Qtr 1, 2024 Qtr 2, 2024 Qtr 3, 2024 Qtr 4, 2024 Qtr 1, 2025 Qtr 2, 2025 Qtr 3, 2025 Qtr 4, 2025 Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress

Page 1 ends

Project: City of Brentwood Biodryer Project Schedule
Date: Fri 10/20/23
Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

Page 298 of 783 ends

CONTACT:

JOE ZIEMANN, P.E.

[email protected]
(916) 238-1460
2260 DOULGAS BLVD., SUITE 105
ROSEVILLE, CA 95661
Exhibit "C"
DocuSign Envelope ID: 0FBAB1E4-4368-4294-990E-FE13637B5535

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98 City of Brentwood 2023/24 – 2027/28 Capital Improvement Program Project Title: * MULTI-YEAR * Project #:

Wastewater Treatment Plant Expansion - Phase II 592-59140 Description/Justification:

The existing 5 MGD tertiary treatment facility was planned and constructed to accommodate future expansions, of up to 10 MGD. The original facility was designed based on 100 GPD per capita flow but the average flow in the last several years has been 69 GPD per capita. The Phase II Expansion is designed to treat 6.4 MGD flow based on 69 GPD per capita, which will service the final buildout population of the City per the current General Plan. The project includes the addition of one diffused air oxidation basin, retrofit of existing oxidation ditches to diffused air, secondary clarifiers, converting chlorine contact facilities to free chlorine disinfection, solids dryer and pyrolysis system, Electrical Distribution System Upgrade and all related appurtenances. This project is necessary to keep the City in compliance with more stringent discharge requirements. The expansion will also accommodate the planned and approved development within the City.

Project Status:

The construction phase is under way and completion is anticipated for FY 2024/25.

Supplemental Information:

Funding is comprised of a deposit refund, Wastewater Development Impact Fees, Wastewater Enterprise Funds ($7,151,246), Wastewater Replacement Funds ($6,962,200) and an SRF loan of $61,246,000 which reflects principal forgiveness of $3,856,000 provided by a federal capitalization grant. The SRF loan is financed over a 30-year period with the debt service payment provided by the Wastewater Enterprise Fund and Wastewater Development Impact Fees. The Biosolids Drying and Pyrolysis System portion of the project is funded as follows: Wastewater Replacement ($6,962,200), Wastewater Enterprise ($6,221,246) and Wastewater Development Impact Fees ($12,334,221). The Future Annual O & M Impact estimates the total operating and maintenance costs associated with this new facility, including personnel, supplies, utilities, building maintenance, administration, etc. The project was included in the City’s Strategic Plan for FY 2016/17 - FY 2017/18.

PROJECT EXPENDITURES Prior 2023/24 2024/25 2025/26 2026/27 2027/28 TOTAL 70239 Legal 35,000 100,000 $ 135,000
90040 Planning and Design 6,000,000 1,500,000 500,000 $ 8,000,000 90050 Construction 35,000,000 30,000,000 10,000,000 $ 75,000,000 90070 Project Administration 4,500,000 4,000,000 2,000,000 $ 10,500,000 TOTAL $ 45,535,000 $ 35,600,000 $ 12,500,000 93, $ 635,000 PROJECT FUNDING Prior 2023/24 2024/25 2025/26 2026/27 2027/28 TOTAL 47255 Development Impact Fees 14,404,221 $ 14,404,221
47 - Var Enterprise 14,113,446 $ 14,113,446
44475 Federal/State/Agency 53,676,000 10,100,000 1,326,000 $ 65,102,000 Other 15,333 $ 15,333
TOTAL 82,209,000 $ 10,100,000 $ 1,326,000 $ 93, $ 635,000

PROJECT FINANCING CURRENT PROPOSED
Project Category: Wastewater Improvements
Location: Existing Wastewater Treatment Plant
site, east of Marsh Creek and north of
Sunset Road
Project Manager: A. Baquilar
Project Priority: 1A - Mandatory
Est. Completion Date: 2024/25
Future Annual
O & M Impact: $600,000
Public Art
Requirement: Exempt
General Plan Policy: IF 1-1, IF 1-3, IF 3-1

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CITY COUNCIL AGENDA ITEM NO. E.8
11/14/2023
SUBJECT: Amendment No. 2 to the Agreement for Construction Management Services with Psomas for the Wastewater Treatment Plant Expansion.

DEPARTMENT: Public Works
STAFF: Casey Wichert, Director of Public Works
Renee Payette, Project Services Specialist

TITLE/RECOMMENDATION
Adopt a Resolution approving and authorizing the City Manager or designee to execute Amendment No. Two to the Construction Management Services Agreement (“Agreement”), and necessary documents, including future amendments, with Psomas in the amount of $1,526,204.83, plus funding authorization for a 10% contingency of $152,620.48, for a total funding authorization not to exceed Agreement amount of $6,742,181.36 for the Wastewater Treatment Plant Expansion - Phase II, CIP Project No. 592-59140 (“Project”).

FISCAL IMPACT
Amendment No. 2 to the Agreement in the amount of $1,526,204.83, plus a 10% contingency of $152,620.48, brings the not to exceed amount for these services with Psomas to $6,742,181.36. The funds associated with this work are included in the 2023/24-2027/28 Capital Improvement Program (“CIP”), which includes the Wastewater Treatment Plant Expansion - Phase II, CIP Project No. 592-59140.

The Project is funded by the Wastewater Development Impact Fee Fund, Wastewater Enterprise Fund, Wastewater Replacement Fund, and a State Revolving Fund (“SRF”) loan. Repayment of the State Revolving Fund Loan, over a thirty-year period, will be funded from a combination of wastewater development fees and wastewater operations revenue.

BACKGROUND
Construction on this Project was originally scheduled for completion in June 2023.

Due to various construction delays, the projected completion date is now December 2024.

Page 301 of 783 ends

CITY COUNCIL AGENDA ITEM NO. E.8
11/14/2023
Amendment No. 1 in the amount of $460,305.05 used nearly all the available contingency. The forecasted amount only takes construction management services through the end of January 2024. Amendment No. 1 also included additional services for geotechnical engineering support, vibration monitoring, surveying, independent cost estimating and electrical engineering support.

Amendment No. 2 is to provide construction management services through Project completion in December 2024, and close out services through April 2025.

Summary of Agreement and Amendments
Date Document Amount Comments
6/9/2020 Agreement for
Construction
Management
Services
$4,603,051.00 Approved by City Council
9/28/2023 Amendment No. 1 $460,305.05 Council-Approved
Contingency: Construction
Management Services
through January 2024
11/14/2023 Amendment No. 2 $1,526,204.83 Pending approval by City Council
11/14/2023 Contingency $152,620.48 Pending approval by City Council
Total $6,742,181.36

CITY COUNCIL STRATEGIC INITIATIVE
Focus Area 1 - Goal 2: Water, Wastewater, and Solid Waste Services: Provide safe and sustainable water, wastewater, and solid waste services for the build-out of the City per the City’s General Plan.

PREVIOUS ACTION
Previous Action by the City Council is included on Attachment 1.

ENVIRONMENTAL DETERMINATION
City Council adopted a Mitigated Negative Declaration for the Wastewater Treatment Plant – Phase II on August 9, 2016. A Supplemental Mitigated Negative Declaration, which consists of modifications related to the Biosolids Dryer, is on tonight’s agenda for City Council’s consideration.

Page 302 of 783 ends

CITY COUNCIL AGENDA ITEM NO. E.8
11/14/2023

ATTACHMENT(S)

1. Previous Action

2. Resolution

3. Amendment No. 2

4. CIP Sheet

Page 303 of 783 ends

PREVIOUS ACTION
Previous actions related to this agenda item that were taken by the Council are listed below. To view prior actions and materials, and Brentwood Municipal Code references in the staff report, as applicable:
 Visit www.brentwoodca.gov/meetings, and select the meeting date(s) desired to see the reference materials and videos.
 Visit www.brentwoodca.gov/municipalcode to research references to the Brentwood Municipal Code and search by the code section(s) cited.

On June 9, 2020, by Resolution No. 2020-67, the City Council approved and authorized the City Manager or designee to execute an Agreement for Construction Management Services with Psomas in a not-to-exceed amount of $4,603,051, plus a 10% contingency of $460,305.10 for a total approved amount of $5,063,356.10, for the Wastewater Treatment Plant Expansion, Phase II, CIP Project No. 592-59140.

On June 9, 2020, City Council did not approve a Resolution approving the contract documents, awarding the bid and authorizing the City Manager or designee to execute a construction contract and necessary documents for the Wastewater Treatment Plant Expansion, Phase II, CIP Project No. 592-59140 with C. Overaa & Company in the amount of $44,516,000 plus a 10% contingency of $4,451,600, for a total amount of $48,967,600.

On June 23, 2020, by Resolution No. 2020-84, the City Council reconsidered the Council action of June 9, 2020; adopted a resolution approving the construction contract documents; awarded the construction contract to C. Overaa & Company in the amount of $44,516,000; authorized the City Manager or designee to execute the contract and necessary documents for the Project, and authorized a 10% change order contingency of $4,451,600, for a total appropriation of $48,967,600.

On February 14, 2023, by Resolution No. 2023-17, the City Council 1) approved the contract documents and authorized the City Manager or designee to execute an Agreement with TW Associates LLC, dba MISCOwater LLC, and necessary documents, including amendments, in the amount of $18,991,000, plus a 10% contingency of $1,899,100, for a total not-to-exceed amount of $20,890,100, for Biosolids Drying and Pyrolysis System equipment and services; 2) amended the 2022/23 – 2026/27 CIP to include the updated Wastewater Treatment Plant Expansion – Phase II (CIP Project No. 592-59140) Project sheet in the amount of $93,635,000; and 3) amended the 2022/23 Operating Budget to allow for the associated funding transfers.

On June 13, 2023, by Resolution No. 2023-80, the City Council adopted the City’s 2023/24 – 2027/28 Capital Improvement Program, which included the Wastewater Treatment Expansion – Phase II project, CIP Project No. 592-59140.

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RESOLUTION NO. 2023-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

BRENTWOOD APPROVING AND AUTHORIZING THE CITY
MANAGER OR DESIGNEE TO EXECUTE AMENDMENT NO. TWO TO

THE CONSTRUCTION MANAGEMENT SERVICES AGREEMENT
(“AGREEMENT”), AND NECESSARY DOCUMENTS, INCLUDING

FUTURE AMENDMENTS, WITH PSOMAS IN THE AMOUNT OF
$1,526,204.83, PLUS FUNDING AUTHORIZATION FOR A 10%
CONTINGENCY OF $152,620.48, FOR A TOTAL FUNDING

AUTHORIZATION NOT TO EXCEED AGREEMENT AMOUNT OF
$6,742,181.36 FOR THE WASTEWATER TREATMENT PLANT
EXPANSION - PHASE II, CIP PROJECT NO. 592-59140
(“PROJECT”).

WHEREAS, on June 9, 2020, by Resolution No. 2020-67, the City Council approved and authorized the City Manager or designee to execute an Agreement for Construction Management Services with Psomas in a not-to-exceed amount of $4,603,051, plus a 10% contingency of $460,305.10 for a total approved amount of $5,063,356.10, for the Wastewater Treatment Plant Expansion, Phase II, CIP Project No. 592-59140; and
WHEREAS, construction on this Project was originally scheduled for completion in June 2023; however, due to various construction delays, the projected completion date is now December 2024; and
WHEREAS, Amendment No. 1 in the amount of $460,305.05 used nearly all the available contingency, and the forecasted amount only takes construction management services through the end of January 2024; and WHEREAS, Amendment No. 2 provides construction management services through Project completion in December 2024 and close out services through April 2025.

NOW, THEREFORE BE IT RESOLVED that the City Council of the City of Brentwood does hereby approve and authorize the City Manager or designee to execute Amendment No. Two to the Construction Management Services Agreement, and necessary documents, including future amendments, with Psomas in the amount of $1,526,204.83, plus funding authorization for a 10% contingency of $152,620.48, for a total funding authorization not to exceed Agreement amount of $6,742,181.36 for the Wastewater Treatment Plant Expansion - Phase II, CIP Project No. 592-59140.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Brentwood at a regular meeting held on the 14th day of November 2023 by the following vote:

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City Attorney Approved Version 040821
AMENDMENT NO. TWO TO

AGREEMENT FOR CONSTRUCTION MANAGEMENT SERVICES
PSOMAS
This Amendment No. Two is entered into and effective as of the ____ day of ___________________, 2023, amending the agreement dated June 9, 2020 (the “Agreement”) by and between the City of Brentwood, a municipal corporation of the State of California (“City”), and Psomas, a California Corporation (“Consultant") (collectively, the “Parties”) for construction management services for the Wastewater Treatment Plant Expansion - Phase II, CIP Project No. 592-59140 (the “Project”).

RECITALS
A. On September 28, 2023, the Parties executed Amendment No. 1 to the Agreement to include additional Construction Management Services, and supplemented Exhibit “A” to the Agreement, which describes the scope of services, with Exhibit “A-1”; and B. The Parties desire to alter the Agreement’s scope of work to include additional Construction Management Services due to delays in the completion of the Project, which was originally scheduled for completion in June 2023 and is now forecasted to be complete in December 2024; and
C. The City has agreed to increase the compensation of the Agreement by an additional $1,526,204.83; and
D. The Parties have negotiated and agreed to a supplemental scope of work and fee schedule, which is attached to and incorporated by this reference as Exhibit “A-2,” Scope of Services and Fee.

NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the Parties agree as follows:

1. Exhibit “A” to the Agreement, which describes the Services, is hereby supplemented with Exhibit “A-2” attached and incorporated into this Amendment No. 2.

2. The total amount of compensation to be paid to Consultant under the Agreement is hereby increased by one million five hundred twenty six thousand two hundred four dollars and eighty three cents ($1,526,204.83), for a total not to exceed Agreement amount of six million five hundred eighty nine thousand five hundred sixty dollars and eighty eight cents ($6,589,560.88).

3. Except as amended herein, all provisions of the Agreement, as may have been amended from time to time, will remain in full force and effect.

4. All requisite insurance policies to be maintained by Consultant pursuant to the Agreement will include coverage for this Amendment.
[Signatures on the following page.]
DocuSign Envelope ID: A7167FC5-91CE-444A-9783-3784C2F553A2

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City Attorney Approved Version 040821

5. The individuals executing this Amendment and the instruments referenced in it on behalf of Consultant each represent and warrant that they have the legal power, right and actual authority to bind Consultant to the terms and conditions of this Amendment.

6. Signatures.

6.1 Counterparts. This Amendment may be executed in two or more counterparts, each of which together will be deemed an original, but all of which together will constitute the same instrument.

6.2 Digital/Electronic Signatures. Using a City-approved method, this Amendment may be executed through the use of digital or electronic signatures in accordance with Government Code Section 16.5. The presence of an electronic signature on this Amendment will be construed as the Parties’ consent to do business electronically.

CONSULTANT:
* By:

Gary Skrel, Vice President
** By:

Nick Tarditti, CFO
CITY:

By:

Tim Y. Ogden, City Manager
ATTEST:

By:

Margaret Wimberly, City Clerk
APPROVED AS TO FORM:

By:

Damien Brower, City Attorney
If required by City, proper notarial acknowledgment of execution by Consultant must be attached. If a Corporation, Amendment must be signed by one corporate officer from each of the following two groups. *Group A. **Group B.

DocuSign Envelope ID: A7167FC5-91CE-444A-9783-3784C2F553A2

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City Attorney Approved Version 040821
EXHIBIT “A-2”

SCOPE OF SERVICES AND FEE
DocuSign Envelope ID: A7167FC5-91CE-444A-9783-3784C2F553A2

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Budget Details:

Hours 2023 Rate 2024 Rate 2025 Rate Amount Aug-23 Sep-23 Oct-23 Nov-23 Dec-23 Jan-24 Feb-24 Mar-24 Apr-24 May-24 Jun-24 Jul-24 Aug-24 Sep-24 Oct-24 Nov-24 Dec-24 Jan-25 Feb-25 Mar-25 Apr-25 Psomas Labor
PM/Principal: Skrel 152 $ 273 $ 284 $ 295 $ 43,256.00 - 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 - Construction Manager: Post 1,060 $ 210 $ 221 $ 232 $ 234,040.00 - 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 40 40 40 40 - Assistant CM: Chamberlin 2,960 $ 210 $ 221 $ 232 $ 655,040.00 - - 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 80 Inspector: McCormick 2,720 $ 187 $ 196 $ 206 $ 532,000.00 - - 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 80 80 80 80 Office/Field Engineer: Schouten 2,200 $ 149 $ 158 $ 168 $ 346,080.00 - - 160 160 160 160 160 160 160 160 160 80 80 80 80 80 80 80 80 80 40 Inspector 0 $ 187 $ 196 $ 206 $ - - - - - - - - - - - - - - - - - - - - - - Office/Field Engineer 0 $ 126 $ 132 $ 139 $ - - - - - - - - - - - - - - - - - - - - - - Administrative Support 0 $ 119 $ 125 $ 131 $ - - - - - - - - - - - - - - - - - - - - - - Other Direct Costs $ 37,000.00 $ - $ 2,000$ - 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ 2,000$ $ 1,000 Witness Testing $ -
Subconsultant Labor
SRF/Labor Compliance: RGM Kramer $ 60,000.00
Specialty Inspections: $ -
E, I and C: Beecher Engineering $ 75,000.00
Coatings: BACC $ 15,000.00
Subconsultant Subtotal $ 150,000.00
Subconsultant Mark-up 5% 7,500.00 $
Subconsultant Total $ 157,500.00
Total $ 2,004,916.00
Authorized Budget To Date $ 5,063,356.05
Expended through 9/28/2023 $ 4,584,644.88
Authorized Budget Remaining $ 478,711.17
Projected Cost Remaining Effort $ 2,004,916.00
Proposed Amount Amendment #2 $ 1,526,204.83
Notes

1. Allowance for labor compliance monitoring based on original fee estimate from RGM Kramer and average expenditures to date.

2. Materials Testing and Special Inspections to be provided by a specialty firm working directly for the City. Psomas will provide coordination and scheduling of these services with the Contractor’s work.

3. Allowances for Electrical and Coating Inspection are for on-call support if needed and will only be utilized after authorization from the City during construction.

4. City’s existing trailers (formerly known as “Building C”) to be provided and maintained by the City for Psomas’ use, including electricity, running water, heat, A/C and internet service independent from the City Network. All space, furniture and appliances currently present to be available for PSOMAS’ use.

Monthly allowance of $2,000/month for PSOMAS to provide other necessities such as high capacity copier/printer/scanner, golf carts, office supplies, outside printing costs, office network for internet distribution/printer/scanner, office cleaning service, bottled water, etc.

5. Allowance for Beecher Engineering is increased to account for additional services for design assistance and recommendations related to electrical and controls associated work.

Allowance - Notes 3, 5
Allowance - Note 3
City of Brentwood
WWTP Phase II Expansion Project
Construction Management and Inspection Services
PSOMAS
Proposal for Budget Amendment #2 - October 2023
Personnel/Service Hours and Hourly Rates CONSTRUCTION CLOSE-OUT Monthly Allowance (Note 4)
Allowance
Note 1
Note 2
1 / 1
Exhibit "A-2," Scope of Services and Fee
DocuSign Envelope ID: A7167FC5-91CE-444A-9783-3784C2F553A2

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98 City of Brentwood 2023/24 – 2027/28 Capital Improvement Program Project Title: * MULTI-YEAR * Project #:

Wastewater Treatment Plant Expansion - Phase II 592-59140 Description/Justification:

Project Status:

The construction phase is under way and completion is anticipated for FY 2024/25.

Supplemental Information:

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CITY COUNCIL AGENDA ITEM NO. E.9
11/14/2023
SUBJECT: Resolution approving Fee Waiver for Be Exceptional for Fiscal Year 2023-2024, not to exceed $25,000
DEPARTMENT: Parks and Recreation
STAFF: Bruce Mulder, Director of Parks and Recreation
Thien Nguyen, Recreation Manager

TITLE/RECOMMENDATION
A Resolution approving a fee waiver for Be Exceptional’s for use of the Brentwood Community Center, Brentwood Senior Activity Center and the Brentwood Skate Park for inclusive programming and programs designed for persons with disabilities.

Staff recommends City Council to adopt a Resolution approving a fee waiver for Fiscal Year 2023/24 in an amount not to exceed $25,000.

FISCAL IMPACT
Be Exceptional is requesting a fee waiver in the amount of $25,000 for FY 2023/24.

This is for the use of City facilities that include the Brentwood Community Center, Brentwood Senior Activity Center and the Brentwood Skate Park. Approval of the fee waiver will have no impact on the FY23/24 adopted budget.

BACKGROUND
The City of Brentwood Parks, Trails & Recreation Master Plan Update includes several recommendations regarding program accessibility for individuals with disabilities. The recommendations in Section 2.3 of the Master Plan are as follows:
 Develop and receive City Council approval of an Inclusion Policy that is committed to following the guidelines set forth by Title VI and the ADA to ensure that all programs, activities, and services, when viewed in their entirety, are readily accessible to and usable by individuals with disabilities.  Continue to provide opportunities for individuals with disabilities to participate in inclusive programs as well as programs specifically designed for persons with disabilities.
 Coordinate with Contra Costa County to explore options for subsidized transportation to future programming for those with special needs.

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CITY COUNCIL AGENDA ITEM NO. E.9
11/14/2023
 Expand inclusion programming to allow participants the opportunity for more “hands on” job training classes to improve their potential for finding employment.
 Explore potential cooperative agreements with other Contra Costa County communities to provide programming opportunities for the developmentally disabled including summer programs, after school programs, independent living programs, and job training programs specific to youth with disabilities.

The Parks and Recreation Department partners with Be Exceptional, a non-profit organization that provides recreational classes and social events for kids, teens and adults with special needs. Be Exceptional has been providing activities for individuals with disabilities at the Brentwood Community Center dating back to March 2021.

Activities have included dance, tumbling, fitness, cheerleading, social skills, skateboarding and events such as parties and dances.

As outlined in the City’s Use of Funds 10-12 Policy (Attachment 2):
“Fee waiver and/or fee reduction requests over $5,000 must be approved by City Council. These requests will be brought to Council through a staff report/request prepared by the Department Director. In the event a cumulative total of fees waived reach $5,000 for a single organization in any fiscal year, all further requests require City Council approval.”
Staff has reviewed the application and it meets the fee waiver policy requirements.

CITY COUNCIL STRATEGIC INITIATIVE
Focus Area 5: Parks and Recreation Services
Item 4. Expand and enhance recreation opportunities by increasing programming for seniors, youth, and teens; implementing adaptive recreation a. Complete carry over strategic initiatives
i. Adaptive Recreation programming

PREVIOUS ACTION
Previous Action by the City Council is included on Attachment 1.

ENVIRONMENTAL DETERMINATION
Not Applicable.

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CITY COUNCIL AGENDA ITEM NO. E.9
11/14/2023

ATTACHMENT(S)

1. Attachment 1: Previous Action

2. Attachment 2: Use of City Funds Policy 10-12

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On February 26, 2019, City Council adopted Resolution 2019-21 accepting The City of Brentwood Parks, Trails & Recreation Master Plan Update.

On February 25, 2020, City Council adopted Resolution 2020-29 accepting The City of Brentwood Strategic Plan FY 2020/21-FY 2021/22.

The City of Brentwood Strategic Plan FY 2020/21-FY 2021/22 was amended by City Council per Resolution 2020-96 on July 14, 2020. The amendment included the Funding Deferred Projects Holding List.

On February 9, 2021, City Council reviewed the current adaptive recreation programming and restored the adaptive recreation Strategic Plan Initiative and funding to engage a consultant and amend the FY 2020/21 General Fund Operating Budget in an amount not to exceed $20,000.

On November 8, 2022, City Council adopted Resolution 2022-140 approving a fee waiver for Be Exceptional for Fiscal Year 2022/23 not to exceed $25,000.

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RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
BRENTWOOD APPROVING A FEE WAIVER FOR “BE
EXCEPTIONAL” IN AN AMOUNT NOT TO EXCEED $25,000.

WHEREAS, Council/Administrative Policy No. 10-12, Policy and Procedures for Requests for Use of City Funds states that fee waiver and/or fee reduction requests over $5,000 must be approved by City Council; and
WHEREAS, The Parks and Recreation Department partnered with Be Exceptional, a non-profit organization that provides recreational classes and social events for kids, teens and adults with special needs; and WHEREAS, on November 8, 2022, City Council adopted Resolution 2022-140 approving a fee waiver for Be Exceptional for Fiscal Year 2022/23 not to exceed $25,000; and
WHEREAS, staff recommends approving a fee waiver for Be Exceptional for Fiscal Year 2023/24 in an amount not to exceed $25,000 in order to continue to expand opportunities for individuals with disabilities to participate in inclusive programs, as well as programs specifically designed for persons with disabilities; NOW, THEREFORE BE IT RESOLVED that the City Council approves a fee waiver for Be Exceptional for use of the Brentwood Community Center, the Brentwood Senior Activity Center, and the Brentwood Skate Park at a cost not to exceed $25,000.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Brentwood at a regular meeting held on November 14, 2023 by the following vote:

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COUNCIL/ADMINISTRATIVE POLICY
Subject:

Policy and Procedures For Requests for
Use of City Funds
Policy No: 10-12 Date: August 9, 2022
Resolution No: 2022-101 Page 1 of 6
________________________________________________________________________

CITY OF BRENTWOOD

PURPOSE
The City of Brentwood recognizes the value of partnering with other agencies and organizations in providing services that benefit the community and its residents. To that end, non-profit agencies, intergovernmental agencies or community groups that provide community benefit as approved by the City Manager or designee may be granted a reduction and/or waiver of fees that are included in the approved Cost Allocation Plan for use of City property, such as City buildings, building maintenance or use of ball fields. Certain fees for permits, crowd control and solid waste services may also be waived. In an additional effort to support those organizations that provide valuable community services for the public benefit, the following policy has been established to determine when consideration will be given for requests for use of City funds, and any limitations associated with those requests.

POLICY
Priorities and Requirements:
 Fee waivers and/or reductions or donations are primarily made to local organizations based in the City of Brentwood. Agencies based in neighboring communities that serve a significant number of City of Brentwood residents may also apply. National agencies will most likely not be considered.  Fee waivers and/or reductions or donations are made only to organizations as described within this Policy.
 Applications for specific programs, events, equipment needs or general operational support will receive special consideration if they fall under one of the Council Two-Year Strategic Initiatives. The City Council Two-Year Strategic Plan that contain these goals can be found on the Internet under “City Council”.
 Special consideration will be given to events for which matching funds have been secured.
 Requests for funding must be made in writing by using the application form.

Donation and Fee Waiver and/or Fee Reduction Requests:

Requests are made through completion of a “Request for Fee waiver and/or Fee Reduction/Donation” application. Requests are considered on a case-by-case basis as outlined in this document.

Donations and Fee Waiver and/or Fee Reduction Requests will not be granted for the following expenses:
 Office or administrative overhead/staff salaries of the requesting organization.

With the exception of: Contra Costa County Library, Delta Community Services Inc. and Contra Costa County Senior Nutrition Program as approved by the City Council.

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COUNCIL/ADMINISTRATIVE POLICY
Subject:

Policy and Procedures For Requests for
Use of City Funds
Policy No: 10-12 Date: August 9, 2022
Resolution No: 2022-101 Page 2 of 6
________________________________________________________________________

CITY OF BRENTWOOD
 Capital Equipment or Capital Projects, which includes the purchase or construction of fixed assets, such as land, buildings and any permanent improvements.
 Rental of space other than City owned or operated facilities.

Request for Fee Waiver and/or Fee Reduction Application Procedures Fee waiver requests under $5,000 for the use of City facilities, equipment, and/or services for a special event held on, or impacting, public right of way may be waived by the respective Department Director or his/her designee. Fee waiver and/or fee reduction requests over $5,000 must be approved by City Council. These requests will be brought to Council through a staff report/request prepared by the Department Director. In the event a cumulative total of fees waived reach $5,000 for a single organization in any fiscal year, all further requests require City Council approval. ALL fee waiver and/or fee reduction requests must be made in writing by using the application form and must fall under one of the following categories:

Intergovernmental Cooperation
Department Sponsored Program
Financial Hardship / Non-Profit
Private Community Benefit
Fees may be waived and/or reduced for events and programs if the Director determines that all of the following criteria are met:

1. The organization is a non-profit organization as described by the Internal Revenue Service Section [Example Codes 501(c)(3), 501(c)(6)], or is an intergovernmental agency providing service within the City of Brentwood or community groups that provide community benefit as approved by the City Manager or designee.

2. The organization provides proof it is a valid non-profit or community service organization serving the citizens of Brentwood;

3. The imposition of fees would create a financial hardship on the organization or would have a detrimental effect upon the services provided to the public;

4. The service provided by the City is within the scope of services normally provided by the respective Department;

5. Appropriate recognition as co-sponsor or partner of the event or program is provided for the City of Brentwood on all promotional materials and at the event or program. All promotional materials representing the City must follow the graphic standards guidelines;

6. The program or event is determined by City Council, the City Manager or the appropriate Department Director to provide a public benefit and be of significant value to the community or to a significant portion of its residents;

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COUNCIL/ADMINISTRATIVE POLICY
Subject:

Policy and Procedures For Requests for
Use of City Funds
Policy No: 10-12 Date: August 9, 2022
Resolution No: 2022-101 Page 3 of 6
________________________________________________________________________

CITY OF BRENTWOOD

7. All resources provided by the City in sponsorship of the event must be provided for within the Department’s current budget allocations, without a reduction of services;

8. The event or program complies with the City Council Administrative Policy, 20- 23 that prohibits unlawful workplace discrimination and harassment. Whether the event or program is in compliance with the City’s policy will be determined by the appropriate Department Director and may be appealed pursuant to the terms of this Policy;

9. It is determined that the proposed event or program will have no significant impacts on the facilities or department activities, that the applicant will provide volunteer services and materials to mitigate any impacts created by the event or program, or that the impacts are adequately offset by the public benefit provided by the program or event;

10. Contractor or event sponsor shall hold harmless, defend and indemnify the City of Brentwood (City) and its officers, officials, employees, and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor’s or event sponsor’s performance or work hereunder or its failure to comply with any of its obligations contained in the agreement, except such loss or damage which was caused by the sole negligence or willful misconduct of the City. A hold harmless agreement form is included within the application and shall be signed by the applicant and/or event sponsor/contractor.

11. A certificate of insurance or statement of self-insurance must be provided by the applicant. Minimum limits of insurance are $1,000,000 for General Liability and Automobile Liability. Workers' Compensation and Employer's Liability limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if organization has no employees. In most cases, the insured party will need to supply an endorsement naming the City of Brentwood as additional insured. This documentation must be provided to the City at least fourteen (14) business days prior to the start of the event.

Any exceptions to the insurance requirement must be approved in writing by the Director of Human Resources/Risk Manager or designee.

12. Scheduling and use of facilities and events are subject to availability of requested facilities and do not have preference over City programs and activities or previous commitments to outside parties.

13. Reasonable steps shall be made by the applicant to minimize impacts to City facilities, programs, and residents.

14. Failure to abide by the rules and procedures as set forth in this document will result in the respective applicant being denied for funding and ineligible to request future fee waiver and/or fee reductions or donations for one year, at

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COUNCIL/ADMINISTRATIVE POLICY
Subject:

Policy and Procedures For Requests for
Use of City Funds
Policy No: 10-12 Date: August 9, 2022
Resolution No: 2022-101 Page 4 of 6
________________________________________________________________________

CITY OF BRENTWOOD
which point an application for funding may be requested in accordance with this Policy.

Request for Donation Application Procedures
Donation requests under $1,000 may be approved by the respective Department Director or his/her designee. Donation requests over $1,000 must be approved by City Council. These requests will be brought to Council through a staff report/request prepared by the Department Director. In the event a cumulative total of donations reach $1,000 for a single organization in any fiscal year, all further requests require City Council approval. ALL requests for a donation of funds from the City of Brentwood must be made in writing to the appropriate department Director (the department providing the waiver and/or donation) using the application form. Staff will submit their recommendation for approval or denial to City Council via a staff report, provided the request meets the following criteria. All requests will be considered on a case-by-case basis, following the standards below:

For all donation requests, the following standards will apply:

1. Good cause exists that a donation is necessary or an activity/event will not take place. This includes a clearly stated public purpose and public benefit of the event and request, identifying the target population who will be served and how this relates to support of City funds.

2. Applicant must demonstrate it has the managerial and fiscal competence to complete the project/event and give evidence that it has pursued other sources of financial support.

3. If the organization or purpose of the event/activity is for a population greater than the City of Brentwood City limits, evidence must be given as to how funds are secured for those who live outside the City limits.

4. The event or program complies with City Council Administrative Policy, 20-23 that prohibits unlawful workplace discrimination and harassment. Whether the event or program complies with the City’s policy will be determined by the appropriate Department Director and may be appealed pursuant to the terms of this Policy.

5. A hold harmless agreement form is included within the application and shall be signed by the applicant and/or event sponsor/contractor. Contractor or event sponsor shall hold harmless, defend and indemnify the City of Brentwood (City) and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor’s or event sponsor’s performance or work hereunder or its failure to comply with any of its obligations contained in the agreement, except such loss or damage which was caused by the sole negligence or willful misconduct of the City.

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COUNCIL/ADMINISTRATIVE POLICY
Subject:

Policy and Procedures For Requests for
Use of City Funds
Policy No: 10-12 Date: August 9, 2022
Resolution No: 2022-101 Page 5 of 6
________________________________________________________________________

CITY OF BRENTWOOD

6. A certificate of insurance or statement of self-insurance must be provided by the applicant.

Minimum limits of insurance are $1,000,000 for General Liability and Automobile Liability. Workers’ Compensation and Employer’s Liability limits as required by the California Labor Code and Employer’s Liability limits of $1,000,000 per accident for bodily injury. Workers’ Compensation and Employer’s Liability insurance will not be required if organization has no employees. In most cases, the insured party will need to supply an endorsement naming the City of Brentwood as additional insured. This documentation must be provided to the City at least fourteen (14) business days prior to the start of the event.

Any exceptions to the insurance requirement must be approved in writing by the Director of Human Resources/Risk Manager or designee.

7. Scheduling and use of facilities and events are subject to availability of requested facilities and do not have preference over City programs and activities or previous commitments to outside parties.

8. Reasonable steps shall be made by the applicant to minimize impacts to City facilities, programs, and residents.

9. Within 30 days of completion of any event in which a donation was received, the applicant will provide a written report to the respective Director of the event, to include at a minimum: number of participants; event revenue and expenses; copies of all publicity of the event; any benefit to the community and an accounting of where/when/how the proceeds of the event will be dispersed.

10. Failure to abide by the rules and procedures as set forth in this document will result in the respective applicant being denied for funding and ineligible to request future fee waiver and/or fee reductions or donations.

NOTE: Economic Development Grants may be applied for separately, using the Economic Development Program Grant Application form. Contact the Economic Development Division, at (925) 516-5441 for additional information.

City Council Member/Family Donation, Fee Waiver and/or Fee Reduction Requests
No City Donations, Fee Waiver, and/or Fee Reduction shall be available to any of the following individuals or entities:

1. The Mayor or any City Council Member (individually, each being an “Elected Official”)

2. Any Elected Official’s spouse or registered domestic partner

3. Any Elected Official’s dependent children

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COUNCIL/ADMINISTRATIVE POLICY
Subject:

Policy and Procedures For Requests for
Use of City Funds
Policy No: 10-12 Date: August 9, 2022
Resolution No: 2022-101 Page 6 of 6
________________________________________________________________________

CITY OF BRENTWOOD

4. Any organization for which individuals listed in 1-3 above either a. Serve on the board of directors or other governing body or b. Receive any financial benefit
Appeals
All decisions of the Department Director may be appealed to the City Manager for review. All appeals must be made in writing within ten (10) days following a determination or denial of a request. The City Manager’s decision will be final.

Auditing
Staff will provide to the Finance Division all pertinent documentation required to support the Donation, Fee Waiver, and/or Fee Reduction. Finance Division staff will provide a yearly report to the City Council in September each year regarding all fee waivers and/or fee reductions and donations that have been approved or implemented during the previous fiscal year.

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CITY COUNCIL AGENDA ITEM NO. E.10
11/14/2023
SUBJECT: Second Reading of Ordinance No. 1064, Amending the City Council Signature Policy
DEPARTMENT: City Attorney’s Office
STAFF: Damien Brower, City Attorney

TITLE/RECOMMENDATION
Waive the second reading and adopt Ordinance No. 1064 amending the City Council Signature Authority Policy (10-13) to revise the signature authority of the City Attorney for legal service and personnel investigative service agreements from $50,000 to $75,000.

As the proposed change to the Policy will not cause either a direct physical change in the environment, or a reasonable foreseeable indirect physical change in the environment, it is not a “project” subject to review under the California Environmental Quality Act (CEQA) and thus no environmental review is necessary.

FISCAL IMPACT
There is no fiscal impact with this item, as moneys spent for legal and personnel investigative services will still need to have been previously budgeted before being expended.

BACKGROUND
State law generally requires that the mayor sign all written contracts and conveyances made or entered into by the City. However, the City Council may, by passage of an ordinance, provide that this authority be delegated to an officer other than the mayor. (Government Code § 40602.) The purpose of the City’s Signature Authority Policy (“Policy”) is thus to allow specific City employees to enter into certain agreements, and to sign other documents on the City’s behalf without first taking them to the City Council for approval.

The Policy has been in place since at least 2006; most California cities have similar policies. Among other things, the Policy helps reduce the number of standard agreements that must be reviewed and approved by the City Council, allowing for greater operational efficiencies.

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CITY COUNCIL AGENDA ITEM NO. E.10
11/14/2023
Since the adoption of the Policy in 2006, the City Attorney’s annual signature authority for individual legal services agreements that are not paid for by third party deposit accounts has been set at $50,000. This amount has mirrored the City Manager’s signature authority for general City agreements.

With increased inflation over the past several years, costs for most goods and services have increased throughout the State, and the rates for outside attorneys and personnel investigators have been no exception.

The proposed ordinance would amend the Policy to increase the City Attorney’s annual signature authority for legal service and personnel investigator agreements from $50,000 to $75,000 per agreement. The signature authority for other City Attorney’s Office agreements would remain at $50,000. If approved, this would be the first increase for these types of agreements in 17 years.

Specifically, the proposed amendment would revise the first paragraph of Section 4.1 of the Policy as follows:

4.1 General. For purposes related to legal services and the activities and functions of the City Attorney’s Office, the City Attorney is granted the same authority as the City Manager as set forth in section 3.1.1, up to $50,000; and for legal services and personnel investigative services, up to $75,000.

There are no other proposed revisions to the Policy.

A copy of the current Policy is attached to this report for the City Council’s reference.

CITY COUNCIL STRATEGIC INITIATIVE
Not Applicable.

PREVIOUS ACTION
Previous Action by the City Council is included on attachment 1.

ENVIRONMENTAL DETERMINATION
As the proposed change to the Policy will not cause either a direct physical change in the environment, or a reasonable foreseeable indirect physical change in the environment, it is not a “project” subject to review under the California Environmental Quality Act (CEQA) and thus no environmental review is necessary.

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CITY COUNCIL AGENDA ITEM NO. E.10
11/14/2023

ATTACHMENT(S)

1. Previous Action

2. Ordinance No. 1064

3. Government Code section 40602

4. Signature Authority Policy (10-13)

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Attachment 1

PREVIOUS ACTIONS
Previous actions related to this agenda item that were taken by the Council are listed below. To view prior actions and materials, and Brentwood Municipal Code references in the staff report, as applicable:
 Visit www.brentwoodca.gov/meetings, and select the meeting date(s) desired to see the reference materials and videos.
 Visit www.brentwoodca.gov/municipalcode to research references to the Brentwood Municipal Code and search by the code section(s) cited.

Previous Actions taken by the City Council prior to October 24, 2023, are listed as recitals in the attached Ordinance (Attachment 2).

On October 24, 2023, the City Council introduced and waived the first reading of Ordinance No. 1064 amending the City Council Signature Authority Policy (10-13) to revise the signature authority of the City Attorney for legal service and personnel investigative service agreements from $50,000 to $75,000.

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ORDINANCE NO. 1064

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF

BRENTWOOD AMENDING THE FIRST PARAGRAPH OF SECTION

4.1 OF CITY COUNCIL/ADMINISTRATIVE POLICY NO. 10-13,
SIGNATURE AUTHORITY, RELATED TO THE CITY ATTORNEY’S

SIGNATURE AUTHORITY FOR LEGAL SERVICE AND PERSONNEL

INVESTIGATIVE SERVICE AGREEMENTS
WHEREAS, on July 27, 1993, the City Council approved Resolution No. 93-96 authorizing the City Manager to perform functions of the City Council relating to claims against the City; and
WHEREAS, on October 14, 2003, the City Council approved Resolution No. 2997 authorizing the City Manager or City Engineer to accept on the City’s behalf all interests in real property; and
WHEREAS, on February 8, 2005, the City Council approved Resolution No. 2005-28 authorizing the City Manager to sign tenant contracts and amendments for the Brentwood Education and Technology Center; and
WHEREAS, on March 28, 2006, the City Council approved Resolution No. 2006-61 delegating authority to the City Manager to make determinations of industrial disability pursuant to Government Code 21173; and WHEREAS, on June 13, 2006, the City Council approved Resolution No. 2006- 134 authorizing the City Manager to execute License Agreements as necessary for Landscape Maintenance of City right of way by private non-residential property owners upon acceptance of public improvements; and
WHEREAS, on August 8, 2006, the City Council approved Resolution No. 2006-187 authorizing the City Manager or designee to direct the City Clerk to file notices of completion for projects up to $50,000 and not awarded by City Council, per the City’s Purchasing Policy; and
WHEREAS, on November 14, 2006, the City Council approved Resolution No. 2006-78 adopting City Council/Administrative Policy No. 10-13, Signature Authority and Repealing Resolutions 93-96, 2997, 2005-28, 2006-61, 2006-134, 2006-187; and
WHEREAS, on April 14, 2009, the City Council approved Resolution 2009-74 amending Section 2.2.4, Settlements and Claims, of City Council/Administrative Policy No. 10-13, Signature Authority, related to the settlement of claims and litigation filed by the City; and
WHEREAS, on July 28, 2009, the City Council introduced and waived the first reading of an Ordinance amending City Council/Administrative Policy No. 10-13,

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Signature Authority, related to signature authority for credit applications, Department of Motor Vehicle paperwork, and grant applications; and WHEREAS, on August 11, 2009, the City Council approved and adopted Ordinance 875 Amending City Council/Administrative Policy No. 10-13, Signature Authority, related to signature authority for credit applications, Department of Motor Vehicle paperwork, and grant applications; and
WHEREAS, on January 25, 2011, the City Council introduced and waived the first reading of an Ordinance amending City Council/Administrative Policy No. 10-13, Signature Authority, related to placing and removing liens, placing assessments, uncollectible receivables, bank accounts, banking documents, standard litigation procedural documents and agreements approved by City Council, and utility agreements; and
WHEREAS, on February 8, 2011, the City Council waived the second reading and adopted Ordinance 887 amending City Council/Administrative Policy No. 10-13, Signature Authority, related to placing and removing liens, placing assessments, uncollectible receivables, bank accounts, banking documents, standard litigation procedural documents and agreements approved by City Council, and utility agreements, which became effective on March 8, 2011; and WHEREAS, on September 11, 2012, the City Council waived the second reading and adopted Ordinance 906 amending City Council/Administrative Policy No. 10-13, Signature Authority to include authority levels to sign certain letters of support or opposition; and
WHEREAS, on June 10, 2014, the City Council waived the second reading and adopted Ordinance 928 amending sections of City Council/Administrative Policy No. 10-13, Signature Authority related to property exchanges, pre-litigation documents, permits to enter and use property and software related agreements; and WHEREAS, on December 11, 2018, the City Council waived the second reading and adopted Ordinance 1006 amending sections of City Council/ Administrative Policy No. 10-13, Signature Authority related to development services under a deposit agreement; real property, utilities, letters of support or opposition and regulatory reporting; updating the grants and emergency sections and restructuring the policy for easier readability; and
WHEREAS, on January 11, 2022, the City Council introduced and waived the first reading of Ordinance No. 1031 amending City Council/Administrative Policy No. 10-13, Signature Authority, related to non-development related services under a deposit agreement, City Attorney and Director Signature authority sections and minor revisions for consistency; and
WHEREAS, on January 24, 2022, the City Council waived the second reading and adopted Ordinance No. 1031 amending City Council/Administrative Policy No. 10-13, Signature Authority, related to non-development related services under a

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deposit agreement, City Attorney and Director Signature authority sections and minor revisions for consistency; and
WHEREAS, Government Code section 40602 authorizes the City to adopt an ordinance regarding signature authority.

NOW, THEREFORE, BE IT ORDAINED that the City Council of the City of Brentwood

1. Does hereby determine that since the adoption of this Ordinance will not cause either a direct physical change in the environment, or a reasonable foreseeable indirect physical change in the environment, it is not a “project” subject to review under the California Environmental Quality Act (CEQA), and thus no environmental review is necessary.

2. Does hereby amend in its entirety the first paragraph of Section 4.1 of City Council/Administrative Policy No. 10-13, Signature Authority, as follows:
”4.1 General. For purposes related to legal services and the activities and functions of the City Attorney’s Office, the City Attorney is granted the same authority as the City Manager as set forth in section

3.1.1, up to $50,000; and for legal services and personnel investigative services, up to $75,000.”

3. Requests that the City Clerk replace the existing text in the first paragraph of Section 4.1 of City Council/Administrative Policy No. 10-13 Signature Authority with a clean copy of the quoted text in Section 2 of this Ordinance, and revise the Policy’s effective date to the effective date of this Ordinance.

4. Finds that this Ordinance will take effect 30 days from and after the date of its adoption by the City Council at a second reading, and shall be posted and published in accordance with the California Government Code.

THE FOREGOING ORDINANCE was introduced with the first reading waived at a regular meeting of the Brentwood City Council on the October 24, 2023, by the following vote:

And was adopted at a regular meeting of the Brentwood City Council on the 14th day of November, 2023, by the following vote:

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State of California

GOVERNMENT CODE
Section 40602
40602. The mayor shall sign:
(a) All warrants drawn on the city treasurer.
(b) All written contracts and conveyances made or entered into by the city. (c) All instruments requiring the city seal.

The legislative body may provide by ordinance that the instruments described in (a), (b) and (c) be signed by an officer other than the mayor. (Amended by Stats. 1955, Ch. 633.)

STATE OF CALIFORNIA

AUTHENTICATED

ELECTRONIC LEGAL MATERIAL

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CITY OF BRENTWOOD

COUNCIL/ADMINISTRATIVE POLICY
Subject: Signature Authority Policy Policy No: 10-13 Date: 2/24/2022

1. PURPOSE AND

GENERAL
PROVISIONS.

Ordinance No:
1031

Page 1 of 6 ends

1. PURPOSE AND GENERAL PROVISIONS.

1.1 Purpose. This policy provides for the authority for City employees to enter into certain contracts, and to sign other documents on the City’s behalf.

1.2 Applicability. This policy applies to the execution of documents by authorized City employees that are not otherwise provided for by Council action or other Council/Administrative Policies. The signature authority permitted under this Policy must be exercised consistent with the Purchasing Policy No. 10-7 (unless expressly stated otherwise in this Policy).

References in this policy to federal, state, or city regulations means the latest version of those regulations.

1.3 Delegation. An employee authorized in this policy to sign a contract or other document may delegate that authority by notifying the Director of Finance and Information Systems and the City Attorney in writing by email or memorandum, naming the person to whom authority is delegated and for what period of time.

1.4 Record-keeping. A signed original of each contract entered into under this policy shall be filed with the City Clerk’s Office, except for a contract for the purchase of commodities, equipment or general services documented with a purchase order, which is filed with the Finance and Information Systems Department. Records must be retained in accordance with the City’s Records Retention Policy No 00-04.

1.5 Definitions. In this policy:

Amendment or change order means change, or modification, or addendum to a contract after it has been executed.

Contract means any agreement to do or not do a certain thing. Contract, Agreement, Memorandum of Understanding or MOU are synonymous. The term contract includes, among other things, a purchase order, a contract for services, and an addendum or change order.

2. CITY COUNCIL AUTHORITY. City Council approval is required for each contract regulated by this policy unless authority to sign the contract is granted to another City officer under this policy. City officers and employees designated by the City Council to sign agreements by resolution or minute order are authorized to execute those documents. (Government Code section 40602.)

3. CITY MANAGER AUTHORITY.

3.1 General. The City Manager is authorized to sign the following on behalf of the City, without the prior approval of the City Council:

3.1.1. $50,000 or less. A contract which contains a maximum amount of $50,000 or

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CITY OF BRENTWOOD

COUNCIL/ADMINISTRATIVE POLICY
Subject: Signature Authority Policy Policy No: 10-13 Date: 2/24/2022

1. PURPOSE AND

GENERAL
PROVISIONS.

Ordinance No:
1031

Page 2 of 6 ends

less per fiscal year up to a maximum contract amount of $100,000. Cumulative additional amendments or change orders exceeding $50,000 per fiscal year or more than $100,000 in the aggregate must be approved by the City Council;

3.1.2 Indemnification. Indemnification and hold harmless agreements;

3.1.3 Assumption and/or Assignment. Assumption and/or assignment agreements between the City and a third party for the terms and conditions of an existing agreement being assumed by, and/or assigned to, another company, and there are no additional changes to the agreement that would otherwise require Council approval.

3.1.4 Real property. Documents related to real property, including:

3.1.4.1 Right of entry agreements by which the City is granting rights to enter and/or temporarily use City-owned real property and right of entry agreements by which the City is being granted rights to enter and/or temporarily use real properties owned by third parties, which agreements may include indemnification and hold harmless clauses;

3.1.4.2 Those accepting on behalf of the City an offer of dedication for the conveyance of real property for public use, a property exchange, or any other interest in real property.

3.1.4.3 Where the City is Landlord/Tenant, Licensee/Licensor, or for temporary use of a facility, where the total annual commitment does not exceed $50,000.

3.1.4.4 Right of Way Certifications in connection with Measure C and locally funded road projects

3.1.5 Deposit and Indemnification Agreements; Development-Related

3.1.5.1 General. Development-related deposit and indemnification agreements between the City and a Developer, pursuant to a development project application or condition of approval, that requires reimbursement to City of expenses incurred during the processing of a development project.

3.1.5.2 Development-Related Services under a Deposit Agreement. A contract for City-managed, development-related services in an amount up to $250,000 if the following criteria are met:
• a deposit and indemnification agreement exists;
• there is no cost to the City because an applicant for development entitlements has deposited the required amount under the contract with the City; and
• the funds are to be used for application processing costs or development- related studies, such as an environmental impact report

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Brentwood City CouncilNovember 14, 2023

Brentwood City Council
November 14, 2023