AGENDA
CITY OF GUSTINE
CITY COUNCIL
COUNCIL CHAMBERS, CITY HALL
352 5 STREET GUSTINE, CALIFORNIA
AUGUST 18, 2026 - 6:30 P .M.
The Council Chambers are open and in-person attendance is encouraged.
As a convenience, the City will be retaining the virtual component of public meetings for optional attendance with the use of an online meeting room.
Log-in and dial-in information is as follows:
https://meet.goto.com/898144317
or via telephone by dialing (872) 240-3311, access code: 898-144-317 Feedback and noise will be muted by the meeting organizer.
Please note, in the event of a technical issue causing a disruption in the call-in option or internetbased option, the meeting will continue unless otherwise required by law, such as when a Council Member is attending the meeting virtually pursuant to certain provisions of the Brown Act.
CALL TO ORDER - PLEDGE OF ALLEGIANCE
Please take a moment to silence your cell phones.
ROLL CALL
Council Members: Melville-Giles-Marsigli-Mayor Pro Tern Ford-Mayor Nagy
APPROVAL OF AGENDA
At this time, any member of the City Council or staff may advise of any updates to the order of, or changes to, the agenda as published.
Any requested changes or edits shall be offered in the form of a motion by any City Council member, requiring a second, and followed by a 3/5 vote of approval by the Council.
DECLARATIONS OF CONFLICT OF INTEREST
At this time, any member of the City Council may declare their conflict of interest or their abstention from any item listed on, or within, the agenda.
PRESENTATIONS
1. Employee Introduction - Administrative Assistant
Desirae Porras, HR Manager/Deputy Clerk
PUBLIC COMMENT
At this time, any person may comment on any item, which is not on the agenda. PLEASE STATE YOUR NAME FOR THE RECORD. Action will not be taken on the topic unless deemed an urgency matter by a 3/5 vote of the City Council. Topics not considered an urgency matter may be referred to City staff and/or placed on a subsequent agenda for consideration, by a 3/5 vote of the City Council.
Members of the public, who have questions or comments regarding a specific agenda item, may comment on that item before consideration of that item, when recognized by the Mayor.
CONSENT CALENDAR
All matters listed under the Consent Calendar are considered routine and may be approved by one action of the City Council, unless any member of the City Council wishes to remove an item for separate consideration.
Are there any items on the consent calendar that any member of the public would like to comment on?
2. Minutes of the August 4, 2026 Regular Meeting
Recommendation: Review and approve
3. Warrants
Recommendation: Review and ratify
4. Treasurer's Report - July 2026
Recommendation: Review and file
5. Approve Resolution Authorizing Contract Amendment #2 with Harris & Associates for Water & Sewer Rate Study and Authorizing City Manager to Execute Amendment
Recommendation: Review and approve resolution
ADMINISTRATIVE AGENDA
6. Hold Workshop and Consider Approval of a Resolution Adopting the 2026 Sanitary Sewer Master Plan
1. Receive staff report and presentation
2. Hold Workshop
3. Receive Public Comment
4. Consider a motion to approve the resolution adopting the City's 2026 Sanitary Sewer Master Plan Update
7. Consider Approval of a Resolution Authorizing City Manager to Execute Warranty Agreement with Unwired Broadband LLC
1. Receive Staff Report
2. Receive Public Comment
3. Consider a motion to approve resolution authorizing City Manager to execute Warranty Agreement with Unwired Broadband LLC
CITY DEPARTMENT REPORTS
CITY MANAGER REPORT
CITY ATTORNEY REPORT
CITY COUNCIL REPORTS
ADJOURNMENT
Note:
1. In compliance with the Americans with Disabilities Act, a disabled person requesting a disability-related modification or accommodation to participate in this meeting, must contact City Hall at (209) 854-6471 or /209) 854-2127 (fax). Requests must be made as early as possible, preferably one-full business day before the start of the meeting.
2. Any document provided to a majority of the City Council regarding any open session item on this agenda is available for public inspection during normal business hours at the front counter of City Hall located at 352 5 Street, Gustine, CA. Documents or writings received after the general distribution of the agenda are also available for inspection.
CERTIFICATION
I, Desirae Porras, Deputy City Clerk, do hereby declare under penalty of perjury that the foregoing agenda was posted at the, ustine City Hall, 352 5 Street, Gustine CA and made available for public review on this 13 day of August, 2026, at o e re 500 p.m.
MINUTES OF
REGULAR MEETING
August 4, 2026
CALL TO ORDER - PLEDGE OF ALLEGIANCE
Mayor Nagy called the meeting to order at 6:30 P.M. and conducted the pledge of allegiance.
ROLL CALL
Council Members: Melville -- Giles - Marsigli - Mayor Pro Tern Ford - Mayor Nagy Staff present: City Manager Melanie Correa, Finance Director Jennifer Morrison, Economic & Community Development Director Jami Westervelt, Police Chief Ruben Chavez, Fire Chief Rich Martin, City Attorney Olivia Clark (virtual), Recreation Manager Tiffany Vitorino, HR Manager/Deputy Clerk Desirae Porras and Public Works Director Alberto Villa-Leyva
APPROVAL OF AGENDA
Council member Melville made a motion to approve the agenda.
The motion was seconded by Council member Giles and carried 5-0.
DECLARATIONS OF CONFLICT OF INTEREST
Mayor Nagy and Council member Marsigli advised of their abstention from the June 16, 2026 minutes. Council member Giles advised of his abstention from the July 21, 2026 Special and Regular Meeting minutes.
PRESENTATIONS
PUBLIC COMMENT
Agusto Correia, on behalf of Our Lady of Miracles, requested approval from the City to allow overflow trailer parking in Henry Miller park during the Festa event. He advised of the business this approval could bring to the City and its businesses. Mayor Nagy directed staff to contact the resident regarding the request.
CONSENT CALENDAR
1. Minutes of the June 16, 2026 Regular Meeting
Recommendation: Review and approve
2. Minutes of the July 21, 2026 Special Meeting
Recommendation: Review and approve
3. Minutes of the July 21, 2026 Regular Meeting
Recommendation: Review and approve
4. Warrants
Recommendation: Review and ratify
5. Approve Amendment to Finance Director Employment Agreement Recommendation: Review and approve resolution
6. Approve Use of City Park Facilities and Services, and Authorize Mobile Food Vendors at Annual Kid's Fishing Day Event
Recommendation: Review and approve
Mayor Nagy introduced the consent calendar.
There was no public comment.
Mayor Nagy requested to pull consent calendar item #6 for separate consideration.
Council member Melville made a motion to approve consent calendar items #1-5.
The motion was seconded by Council member Marsigli and carried 5-0, with Mayor Nagy and Council member Marsigli abstaining from consent calendar item # 1 and Council member Giles abstaining from consent calendar items #2 and 3.
Mayor Nagy introduced consent calendar #6.
There was no public comment.
Mayor Nagy inquired whether the donations listed have been received by the City, to which Recreation Manager Vitorino denied and advised the listed donations are from the previous year. She further advised of the expense breakdown and the history of the Annual Kid's Fishing Day event.
Council member Marsigli inquired whether the City could avoid having to pay overtime for the event, to which City Manager Correa advised it is possible, and there may be some resulting service interruption as a result of the flexed schedule.
Mayor Nagy inquired whether the employee could work a shorter shift at the event, to which Recreation Manager Vitorino affirmed and advised of the employee's current priorities during the week.
Council member Melville inquired whether the City could use the UUT funds for direct expenses for the event rather than using for the salary.
Mayor Nagy suggested increasing the Fishing Day participant fee, to which Recreation Manager Vitorino advised of the reasoning behind the $1 fee and agreed the participant fee could be increased.
Mayor Nagy inquired whether it was too late to increase the fees for this year's event, to which Recreation Manager answered no and advised she has not made the event public.
Mayor Nagy inquired whether the food vendors pay a fee, to which Recreation Manager Vitorino advised the fee is $50.
Mayor Nagy inquired whether the City receives a portion of the proceeds, to which Recreation Manager Vitorino denied.
Council member Giles reiterated agreeance with utilizing vendor and participant fees to cover the City's costs.
Council member Marsigli advised the pizza vendor should be allowed to charge rather than providing a free lunch, to which Recreation Manager Vitorino advised the kids receive a free lunch and the adults are required to pay for their food.
Mayor Nagy inquired clarification on what the City provides, to which Recreation Manager Vitorino provided a breakdown of the items the City provides.
Council directed staff to increase the event fees to $5 for residents and $10 for nonresidents.
Mayor Nagy requested a final donation and expense summary post-event.
Council member Marsigli made a motion to increase the event fees, approve use of City Park facilities and services, and authorize mobile food vendors at Annual Kid's Fishing Day event.
The motion was seconded by Council member Giles and carried 5-0.
ADMINISTRATIVE AGENDA
7. PUBLIC HEARING: Consider Adoption of City's Financial Budget for Fiscal Year 2026 2027
1. Receive staff report
2. Open the Public Hearing
3. Receive Public Comment
4. Close the Public Hearing
5. Consider a motion to approve the resolution adopting the City's 2026-2027 Financial Budget
Finance Director Morrison presented the staff report.
Mayor Nagy opened the public hearing at 6:55 P.M.
There was no public comment.
The public hearing was closed at 6:55 P.M.
Mayor Nagy inquired on Fund 403 fund balance, to which Finance Director Morrison advised there should be a balance of $20K and stated she would look into it and get back to Council.
Council member Melville made a motion to approve the resolution adopting the City's 2026-2027 Financial Budget.
The motion was seconded by Council member Giles and carried 5-0.
8. Consider Approval of a Resolution Establishing Appropriations Limit and Certifying Population Estimate for Fiscal Year 2026-2027
1. Receive Staff Report
2. Receive Public Comment
3. Consider a motion to approve resolution
Finance Director Morrison presented the staff report.
There was no public comment.
Council member Marsigli made a motion to approve resolution establishing appropriations limit and certifying population estimate for fiscal year 2026-2027.
The motion was seconded by Mayor Pro Tern Ford and carried 5-0.
9. Consider Approval of Request from Gustine Traveling Library for the Use of City Streets, Services and Equipment, and Waiver of Fees for Annual 9/11 Memorial Walk and Donation, Installation, Design and Location of Commemorative Plaque
1. Receive Staff Report
2. Receive Public Comment
3. Consider a motion to approve use of City services, streets, equipment, and waiver of fees for Memorial Walk and Consider acceptance of donation, installation, design and location of commemorative plaque Recreation Manager Vitorino presented the staff report.
Zachery Ramos, l 080 Elm Avenue, thanked staff for including this item on the agenda and advised of donations and grants received. He further thanked Council for their support throughout the years.
Council member Marsigli inquired whether staff could flex employee hours in order to avoid overtime, to which Recreation Manager Vitorino advised of the errors on the event budget distributed to Council prior to the meeting.
Council member Marsigli clarified the amount is slightly inflated and stated the actual labor during the parade is only the Police Officers, to which Recreation Manager Vitorino affirmed.
Council member Marsigli inquired whether the Police Officers will be receiving overtime, to which Police Chief Chavez advised of the use of Reserve Officers to avoid overtime.
Mayor Nagy clarified whether Council is only approving the design at this meeting, to which Recreation Manager Vitorino affirmed.
Council member Melville made a motion to approve request from Gustine Traveling Library for the use of City streets, services and equipment, and waiver of fees for Annual 9/11 Memorial Walk and donation and design of Commemorative Plaque.
The motion was seconded by Council member Giles and carried 5-0.
Council member Marsigli thanked Mr. Ramos for including the K-9 on the plaque.
CITY DEPARTMENT REPORTS
Police Chief Chavez advised of his agreeance on the location of the 9 / 11 Dedication Plaque. He thanked Zachery Ramos for the plaque dedication.
He reminded Our Lady of Miracles members of the 9/11 parade route and advised Council the department will work on keeping costs at a minimum.
He reported on the July 22n fire at Green Acres Mobile Homes.
He advised on July 29 Reserve Sergeant Luciano Zelvaggio assisted in a probation sweep. He further recognized the volunteers for their assistance at the Lions Club Rib 0 Rama event. He provided an update on administrative citation efforts at a house on the l 000 block of Wallis.
Fire Chief Martin provided an additional update on the Green Acre Mobile Home fire that took place on July 22. He advised of the upcoming Fire Department Annual Golf Tournament. He advised the department is taking donations, sponsorships and golfers.
He advised he is looking forward to the upcoming 9/11 Memorial Walk and Festa event.
Public Works Director Villa-Leyva updated on an interview last week regarding the OnCall Electrical proposal and advised the City is moving forward with the contractor. He advised of staff's preparation for the Clean Up event in September.
Council member Marsigli recommended the department turn off the Schmidt Pond aerator for the Fishing Day event.
Economic & Community Development Director Westervelt updated on the Beauty Salon at 680 South Avenue and advised of a request for inspections.
Recreation Manager Vitorino updated on the sound system issue and advised of the steps to repair it.
She informed Council the restrooms at Harry Schmidt Park were broken into and the damages have been addressed.
She advised of the surprise inspection at the Aquatic Center by Merced County and informed Council the water heater went out and has to be repaired in order to pass the inspection.
She reported on the incidents that occurred at the Aquatic Center on July 29t.
She informed Council that Newman is hosting their annual Trunk or Treat event on Friday, October 30. She relayed that after speaking to staff the City is keeping their annual Trunk or Treat on Halloween.
She advised of the upcoming Back to School Night event on Friday August 7mh, Council member Marsigli requested the finance summary for the Trunk or Treat event.
Finance Director Morrison thanked Council for the approval of the fiscal year 2026/2027 budget. She provided an update to Mayor Pro Tern Fords request regarding city-owned properties.
Mayor Pro Tern Ford inquired whether staff has a map of the city-owned properties, to which Finance Director Morrison affirmed and advised she will provide to Council.
HR Manager/Deputy Clerk Porras advised of the completion of 15 round of Meet and Greets for the Reserve Police Officer. She reported on open recruitments. She advised of an upcoming Negotiations Simulation Academy she will be attending. She updated on the Conflict of Interest Code review and stated this item will be brought to Council in September. She advised of her assistance with the City website Business update. She provided an update on Public Surplus.
CITY MANAGER REPORT
City Manager Correa advised she had nothing to report.
CITY ATTORNEY REPORT
City Attorney Clark advised she had nothing to report.
COUNCIL REPORTS
Council member Marsigli inquired whether the AT&T outage after-action meeting is open or closed to the public, to which City Manager Correa advised she would look into it. She advised of resident concerns regarding Code Enforcement and expressed appreciation for the current updates. She advised of concerns over bagged fire hydrants. She expressed concern with the amount of dog feces along Linden in Schmidt Park.
Council member Melville advised of his attendance at the Rib O Rama and Chamber of Commerce meeting. He informed Council he will be assisting Ducks Unlimited at the Back to School Night event. He advised of a Car and Book Show in O'Reilly's parking lot on Sunday.
Council member Giles commented on the double-yellow lines along the airport curve on SR-140 being extended and inquired whether Caltrans reach out to the City regarding the extension, to which City Manager Correa advised Caltrans did complete this awhile back, without any communication to the City.
Council member Giles Inquired whether they acknowledged the issue or did the City advise of the issue and they fixed it, to which City Manager Correa advised the City approached Caltrans of the issue repeatedly.
Council member Giles advised the lines need to be longer. He inquired whether there were any fines collected for fireworks, to which City Manager Correa advised there was one citation written and stated it has been appealed.
Council member Giles Inquired on the business license website update, to which Economic & Community Development Westervelt advised of the timeline for the update.
Mayor Pro Tern Ford expressed his gladness to see the reports on city owned properties.
He commented on the use of Schmidt Park along Linden by people traveling, who frequently let their dogs out to relieve themselves.
There was further discussion regarding the issues with dog feces along the Schmidt Park trail.
Mayor Nagy expressed concern and agreeance with Council member Giles regarding the double-yellow lines on SR-140 along the airport curve. He advised of his visit at the Police Explorer Academy. He gave kudos to the lifeguards for saving a life. He commended the Fire Department and Police Department for their assistance in the Green Acres Mobile Home fire. He advised of his attendance at the Rib O Rama. He thanked Zachery Ramos for continuing the 9/11 Memorial Walk event. He informed staff that the broken heart on highway needs to be repainted. He reiterated the details for the Fire Department Golf Tournament, Back to School this Friday and the O'Reilly' s Car and Book Show. He thanked staff for all of their hard work.
CLOSED SESSON PUBLIC COMMENT
There was no public comment.
CLOSED SESSION
1. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION (Gov't Code Sec. 54956.9(d)(2): Three Cases
After returning to open session, Mayor Nagy advised direction was provided to the City Manager and City Attorney.
ADJOURNMENT
Mayor Nagy adjourned the meeting at 8:15 P.M.
City of Gustine, CA Warrant List
By Vendor Name
Payment Dates 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount Vendor: 209 MULTIMEDIA CORPORATION
Fund: 001- GENERAL FUND
209 MULTIMEDIA CORPOR 423130 08/18/2026 LEGAL AD - NPH ADOPT 350.00 DIV 3 & SEC 7-7-241
Fund 001- GENERAL FUND Total: 350.00
Vendor 209 MULTIMEDIA CORPORATION Total: 350.00
Vendor: A PLUS PLUMBING, LLC
Fund: 060- WATER FUND
A PLUS PLUMBING, LLC 37727 08/18/2026 LIQUID FILLED PRESSURE 11.50
GAUGE FOR SCHMIDT
PARK BACK
Fund 060 - WATER FUND Total: 11.50
Vendor A PLUS PLUMBING, LLC Total: 11.50
Vendor: ACE HARDWARE OF GUSTINE
Fund: 001- GENERAL FUND
ACE HARDWARE OF GUSTI 628868 08/18/2026 HENRY MILLER PARK 21.63 PAINT
ACE HARDWARE OF GUSTI 629307 08/18/2026 PW- SHOP REPAIRS 1.19 ACE HARDWARE OF GUSTI 629750 08/18/2026 SCHMIDT PARK - TRIPPING 7.21
HAZARD REPAIR
ACE HARDWARE OF GUSTI 629789 08/18/2026 PW- SCHMIDT PARK 55.81
IRRIGATION REPAIR
ACE HARDWARE OF GUSTI 629818 08/18/2026 WATERING TREES 8.65
DOWNTOWN - HOSE
NOZZLE
ACE HARDWARE OF GUSTI 630639 08/18/2026 PW SHOP SUPPLIES 18.59 (CLEANERS)
ACE HARDWARE OF GUSTI 630647 08/18/2026 PW SHOP CLEANING 6.13
SUPPLIES
Fund 001 - GENERAL FUND Total: 119.21
Fund: 016- SWIM POOL FUND
ACE HARDWARE OF GUSTI 630196 08/18/2026 AQUATIC CENTER - BACK 3.89 LIGHT
ACE HARDWARE OF GUSTI 630208 08/18/2026 AQUATIC CENTER 6.48
BACKLIGHT
ACE HARDWARE OF GUSTI 630425 08/18/2026 AQUATIC CENTER 18.64
SHOWER CURTAIN
HARDWARE
Fund 016- SWIM POOL FUND Total: 29.01
Fund: 059 - STORM DRAIN
ACE HARDWARE OF GUSTI 630327 08/18/2026 $8(} RN LEA e 35.27 Fund 059 - STORM DRAIN Total: 35.27
Fund: 060 - WATER FUND
ACE HARDWARE OF GUSTI 629307 08/18/2026 PW- SHOP REPAIRS 1.19 ACE HARDWARE OF GUSTI 629782 08/18/2026 PW WATER REPAIR @ 424 46.53 3RD AVE
ACE HARDWARE OF GUSTI 629788 08/18/2026 PW SHOP SUPPLIES 25.82 ACE HARDWARE OF GUSTI 630271 08/18/2026 PW-WELL #6 CHLORINE 8.22
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount ACE HARDWARE OF GUSTI 630639 08/18/2026 PW SHOP SUPPLIES 18.59 (CLEANERS)
ACE HARDWARE OF GUSTI 630647 08/18/2026 PW SHOP CLEANING 6.13
SUPPLIES
Fund 060 • WATER FUND Total: 106.48
Fund: 061 • SEWER FUND
ACE HARDWARE OF GUSTI 629307 08/18/2026 PW-SHOP REPAIRS 1.19 ACE HARDWARE OF GUSTI 629994 08/18/2026 PW WATER REPAIR AT 10.98 WWTP
ACE HARDWARE OF GUSTI 630639 08/18/2026 PW SHOP SUPPLIES 18.60 (CLEANERS)
ACE HARDWARE OF GUSTI 630647 08/18/2026 PW SHOP CLEANING 6.13
SUPPLIES
Fund 061 • SEWER FUND Total: 36.90
Vendor ACE HARDWARE OF GUSTINE Total: 326.87
Vendor: AMAZON CAPITAL SERVICES, INC.
Fund: 001 - GENERAL FUND
AMAZON CAPITAL SERVICE 1PD7-PPF3-319F 08/18/2026 CH -OFFICE SUPPLIES 3.70 TISSUE
AMAZON CAPITAL SERVICE 1PD7-PPF3-319F 08/18/2026 CH -OFFICE SUPPLIES - 3.70 TISSUE
AMAZON CAPITAL SERVICE 1PD7-PPF3-319F 08/18/2026 CH -OFFICE SUPPLIES 3.10 TISSUE
AMAZON CAPITAL SERVICE 1PD7-PPF3-319F 08/18/2026 CH -OFFICE SUPPLIES 3.70 TISSUE
AMAZON CAPITAL SERVICE 1PD7-9PF3-319F 08/18/2026 CH -OFFICE SUPPLIES 3.70 TISSUE
AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH - OFFICE SUPPLIES 2.68
BINDERS
AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH - OFFICE SUPPLIES- 2.68
BINDERS
AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH- OFFICE SUPPLIES 2.68
BINDERS
AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH - OFFICE SUPPLIES 2.68
BINDERS
AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH - OFFICE SUPPLIES 2.68
BINDERS
AMAZON CAPITAL SERVICE 1T30-RFY9-YC9 08/18/2026 PW INK PENS/STORAGE 35.15 BAGS/DISP. GLOVES
Fund 001- GENERAL FUND Total: 67.05
Fund: 016 - SWIM POOL FUND
AMAZON CAPITAL SERVICE 1KKF-DH61-99MM 08/18/2026 AQUATIC CENTER - SWIM 30.30
LESSON AWARDS
AMAZON CAPITAL SERVICE 1TXW-9PT3-N3LC 08/18/2026 AQUATIC CENTER 10.00
CONCESSION SUPPLIES
AMAZON CAPITAL SERVICE 1TXW-9PT3-N3LC 08/18/2026 AQUATIC CENTER 88.65
CONCESSION SUPPLIES
AMAZON CAPITAL SERVICE 1YM6-4C7L-6GXX 08/18/2026 AQUATIC CENT - CAMERA 194.83
FOR DOOR/CHEMICAL
AREA/PLGRN
Fund 016- SWIM POOL FUND Total: 323.78
Fund: 019 • RECREATION FUND
AMAZON CAPITAL SERVICE 1PD7-PPF3-319F 08/18/2026 CH -OFFICE SUPPLES 9.24 TISSUE
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH - OFFICE SUPPLIES 6.73
BINDERS
Fund 019 - RECREATION FUND Total: 15.97
Fund: 060 - WATER FUND
AMAZON CAPITAL SERVICE 1PD7-PPF3-319F 08/18/2026 CH -OFFICE SUPPLIES 9.24 TISSUE
AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH - OFFICE SUPPLIES 6.71
BINDERS
AMAZON CAPITAL SERVICE 1T30-RFY9-VYC9 08/18/2026 PW INK PENS/STORAGE 35.16 BAGS/DISP. GLOVES
Fund 060 - WATER FUND Total: 51.11
Fund: 061 - SEWER FUND
AMAZON CAPITAL SERVICE 1PD7-PPF3-319F 08/18/2026 CH -OFFICE SUPPLIES 9.23 TISSUE
AMAZON CAPITAL SERVICE 1P0X-9FWV-DXVG 08/18/2026 PW- CHECK ASSEMBLY Sl.69 #1082 KUBOTA TRACTOR
AMAZON CAPITAL SERVICE 1RM6-7KDW-K6RX 08/18/2026 CH - OFFICE SUPPLIES 6.71
BINDERS
AMAZON CAPITAL SERVICE 1T30-RFY9-VYC9 08/18/2026 PW INK PENS/STORAGE 35.17 BAGS/DISP. GLOVES
Fund 061- SEWER FUND Total: 102.80
Vendor AMAZON CAPITAL SERVICES, INC. Total: 560.71
Vendor: ANNETTE COZZITORTO
Fund: 059- STORM DRAIN
ANNETTE COZZITORTO 08/09/2026 06/30/2026 CLAIM SETTLEMENT A. 108.50 COUITORTO DOI 04/2026
Fund 059- STORM DRAIN Total: 108.50
Fund: 062 - REFUSE
ANNETTE COZZITORTO 08/09/2026 06/30/2026 CLAIM SETTLEMENT A. 108.50 COZZITORTO DOI 04/2026 - Fund 062 - REFUSE Total: 108.50 Vendor ANNETTE COZZITORTO Total: 217.00
Vendor: AT&T CALNET 3
Fund: 001- GENERAL FUND
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 41.91 06/17/26-07/16/2026
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&T CALN ET 3 00002S553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
AT&T CALN ET 3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 62.76 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
AT&T CALN ET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALNET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALNET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALNET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553736 08/18/2026 TELEPHONE SERVICES 16.09 06/17/26-07/16/2026
AT&T CALNET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALNET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&TCALNET3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553737 08/18/2026 TELEPHONE SERVICES 15.24 06/17/26-07/16/2026
AT&T CALNET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALN ET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
Fund 001 • GENERAL FUND Total: 140.76
Fund: 009 - COMMUNITY CENTER FUND
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.84 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 1.25 06/17/26-07/16/2026
AT&T CALN ET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.32 06/17/26-07/16/2026
AT&T CALNET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
Fund 009 - COMMUNITY CENTER FUND Total: 2.72
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (ltemJ Amount Fund: 016 - SWIM POOL FUND
AT&T CALN ET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.84 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 1.25 06/17/26-07/16/2026
AT&T CALNET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.32 06/17/26-07/16/2026
AT&T CALN ET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
Fund 016 - SWIM POOL FUND Total: 2.72
Fund: 019 - RECREATION FUND
AT&TCALNET3 000025553731 08/18/2026 TELEPHONE SERVICES 0.84 06/17/26-07/16/2026
AT&TCALNET3 000025553734 08/18/2026 TELEPHONE SERVICES 1.25 06/17/26-07/16/2026
AT&T CALN ET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.32 06/17/26-07/16/2026
AT&T CALNET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
Fund 019 - RECREATION FUND Total: 2.72
Fund: 060 - WATER FUND
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 14.68 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 21.95 06/17/26-07/16/2026
AT&T CALN ET 3 000025553736 08/18/2026 TELEPHONE SERVICES 5.62 06/17/26-07/16/2026
AT&T CALNET 3 000025553737 08/18/2026 TELEPHONE SERVICES 5.35 06/17/26-07/16/2026
Fund 060 - WATER FUND Total: 47.60
Fund: 061- SEWER FUND
AT&T CALN ET 3 000025553731 08/18/2026 TELEPHONE SERVICES 14.68 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 21.95 06/17/26-07/16/2026
AT&T CALNET 3 000025553736 08/18/2026 TELEPHONE SERVICES 5.62 06/17/26-07/16/2026
AT&T CALNET 3 000025553737 08/18/2026 TELEPHONE SERVICES 5.35 06/17/26-07/16/2026
Fund 061 - SEWER FUND Total: 47.60
Fund: 062 - REFUSE
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 8.39 06/17/26-07/16/2026
AT&T CALNET 3 000025553734 08/18/2026 TELEPHONE SERVICES 12.54 06/17/26-07/16/2026
AT&TCALNET3 000025553736 08/18/2026 TELEPHONE SERVICES 3.21 06/17/26-07/16/2026
AT&T CALNET 3 000025553737 08/18/2026 TELEPHONE SERVICES 3.06 06/17/26-07/16/2026
Fund 062 - REFUSE Total: 27.20
Fund: 063 - AIRPORT FUND
AT&T CALNET 3 000025553731 08/18/2026 TELEPHONE SERVICES 0.21 06/17/26-07/16/2026
AT&TCALNET3 000025553734 08/18/2026 TELEPHONE SERVICES 0.31 06/17/26-07/16/2026
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount AT&T CALN ET 3 000025553736 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
AT&T CALNET 3 000025553737 08/18/2026 TELEPHONE SERVICES 0.08 06/17/26-07/16/2026
Fund 063 - AIRPORT FUND Total: 0.68
Vendor AT&T CALNET 3 Total: 272.00
Vendor: AVIDWATER LLC
Fund: 001 • GENERAL FUND
AVIDWATER LLC 0589077-1N 06/30/2026 PW BASEBALL PARK LEAK 160.51 REPAIR ----- Fund 001 - GENERAL FUND Total: 160.51
Vendor AVIDWATER LLC Total: 160.51
Vendor: BAKER SUPPLIES AND REPAIRS
Fund: 001 • GENERAL FUND
BAKER SUPPLIES AND REP 104612 06/30/2026 MOWER #1083 OZ 1,170.00
SENSOR & GOVENOR
Fund 001- GENERAL FUND Total: 1,170.00
Vendor BAKER SUPPLIES AND REPAIRS Total: 1,170.00
Vendor: BARBARA B. PARKIN
Fund: 016 - SWIM POOL FUND
BARBARA B. PARKIN 07/23/2026 08/18/2026 YOGA SESSIONS 13 FULL/4 320.00
HALF PARTICIPANTS
Fund 016 - SWIM POOL FUND Total: 320.00
Vendor BARBARA B. PARKIN Total: 320.00
Vendor: BLUETRITON BRANDS INC
Fund: 001 - GENERAL FUND
BLUETRITON BRANDS INC 0668720346421 08/18/2026 DRINKING WATER ALL 8.11 DEPT 06/25/26-07/24/26
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 8.11 DEPT 06/25/26-07/24/26
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 40.56 DEPT 06/25/26-07/24/26
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 12.17 DEPT 06/25/26-07/24/26
Fund 001- GENERAL FUND Total: 68.95
Fund: 009 - COMMUNITY CENTER FUND
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 12.17 DEPT 06/25/26-07/24/26
Fund 009 - COMMUNITY CENTER FUND Total: 12.17
Fund: 016 - SWIM POOL FUND
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 8.11 DEPT 06/25/26-07 /24/26
Fund 016- SWIM POOL FUND Total: 8.11
Fund: 019- RECREATION FUND
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 12.17 DEPT 06/25/26-07/24/26
Fund 019- RECREATION FUND Total: 12.17
Fund: 059- STORM DRAIN
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 60.84 DEPT 06/25/26-07/24/26
Fund 059 • STORM DRAIN Total: 60.84
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount Fund: 060 - WATER FUND
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 81.11 DEPT 06/25/26-07/24/26
Fund 060 - WATER FUND Total: 81.11
Fund: 061- SEWER FUND
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 81.11 DEPT 06/25/26-07/24/26
Fund 061 - SEWER FUND Total: 81.11
Fund: 062 - REFUSE
BLUETRITON BRANDS INC 06G8720346421 08/18/2026 DRINKING WATER ALL 81.11 DEPT 06/25/26-07/24/26
Fund 062 - REFUSE Total: 81.11
Vendor BLUETRITON BRANDS INC Total: 405.57
Vendor: BURTON'S FIRE INC
Fund: OO1 - GENERAL FUND
BURTON'S FIRE INC W83381 06/30/2026 FD E305 MAINTENANCE 4,954.05
AND REPAIRS
BURTON'S FIRE INC W83381 06/30/2026 FD E305 MAINTENANCE 4,377.10
AND REPAIRS
Fund 001 - GENERAL FUND Total: 9,331.15
Vendor BURTON'S FIRE INC Total: 9,331.15
Vendor: CALIFORNIA STATE DISBURSEMENT UNIT
Fund: 099 - PAYROLL TRUST FUND
CALIFORNIA STATE DISBUR PR-7/31/26 08/18/2026 PAYROLL DEDUCTIONS 358.61 Fund 099 - PAYROLL TRUST FUND Total: 358.61
Vendor CALIFORNIA STATE DISBURSEMENT UNIT Total: 358.61 Vendor: CINTAS CORPORATION #3
Fund: 001 - GENERAL FUND
CINTAS CORPORATION #3 4275883280 08/18/2026 PW UNIFORM ALLOWANC 91.91 CINTAS CORPORATION #3 4276567987 08/18/2026 PW UNIFORM ALLOWANC 91.91 - Fund 001 - GENERAL FUND Total: 183.82
Fund: 009 - COMMUNITY CENTER FUND
CINTAS CORPORATION #3 4275883280 08/18/2026 PW UNIFORM ALLOWANC 10.18 CINTAS CORPORATION #3 4276567987 08/18/2026 PW UNIFORM ALLOWANC 10.18 Fund 009- COMMUNITY CENTER FUND Total: 20.36
Fund: 016 - SWIM POOL FUND
CINTAS CORPORATION #3 4275883280 08/18/2026 PW UNIFORM ALLOWANC 10.18 CINTAS CORPORATION #3 4276567987 08/18/2026 PW UNIFORM ALLOWANC 10.18 Fund 016- SWIM POOL FUND Total: 20.36
Fund: 019 - RECREATION FUND
CINTAS CORPORATION #3 4275883280 08/18/2026 PW UNIFORM ALLOWANC 10.18 CINTAS CORPORATION #3 4275883280 08/18/2026 PW UNIFORM ALLOWANC 10.20 CINTAS CORPORATION #3 4276567987 08/18/2026 PW UNIFORM ALLOWANC 10.18 CINTAS CORPORATION #3 4276567987 08/18/2026 PW UNIFORM ALLOWANC 10.20 Fund 019 - RECREATION FUND Total: 40.76
Fund: 060- WATER FUND
CINTAS CORPORATION #3 4275883280 08/18/2026 PW UNIFORM ALLOWANC 141.85 CINTAS CORPORATION #3 4276567987 08/18/2026 PW UNIFORM ALLOWANC 141.85 Fund 060 - WATER FUND Total: 283.70
Fund: 061 - SEWER FUND
CINTAS CORPORATION #3 4275883280 08/18/2026 PW UNIFORM ALLOWANC 154.87
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount CINTAS CORPORATION #3 4276567987 08/18/2026 PW UNIFORM ALLOWANC 154.87 ---- Fund 061 - SEWER FUND Total: 309.74
Vendor CINTAS CORPORATION #3 Total: 858.74
Vendor: COLLINS ELECTRICAL COMPANY, INC
Fund: 017-CITY WIDE LIGHTING & LAND
COLLINS ELECTRICAL COM $726196-1 06/30/2026 LIGHTPOLE REPAIRS 362.40 Fund 017- CITY WIDE LIGHTING & LAND Total: 362.40
Fund: 074 - ASSESS - BORRELLI
COLLINS ELECTRICAL COM $726196-1 06/30/2026 LIGHTPOLE REPAIRS 241.60 Fund 074 - ASSESS - BORRELLI Total: 241.60
Vendor COLLINS ELECTRICAL COMPANY, INC Total: 604.00
Vendor: COMCAST BUSINESS SERVICES
Fund: 001 - GENERAL FUND
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 528.79 07/31/2026
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
Fund 001 - GENERAL FUND Total: 547.27
Fund: 009 - COMMUNITY CENTER FUND
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 10.58 07/31/2026
Fund 009- COMMUNITY CENTER FUND Total: 10.58
Fund: 016 - SWIM POOL FUND
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 10.58 07/31/2026
Fund 016- SWIM POOL FUND Total: 10.58
Fund: 019 - RECREATION FUND
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 10.58 07/31/2026
Fund O19 - RECREATION FUND Total: 10.58
Fund: 060- WATER FUND
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 185.07 07/31/2026
Fund 060- WATER FUND Total: 185.07
Fund: 061- SEWER FUND
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 185.07 07/31/2026
Fund 061 - SEWER FUND Total: 185.07
Fund: 062 - REFUSE
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 105.76 07/31/2026
Fund 062 - REFUSE Total: 105.76
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount Fund: 063 - AIRPORT FUND
COMCAST BUSINESS SERVI 278286422 08/18/2026 INTERNET SERVICES UP TO 2.64 07/31/2026
Fund 063 - AIRPORT FUND Total: 2.64
---- Vendor COMCAST BUSINESS SERVICES Total: 1,057.55
Vendor: DANIEL GOMES
Fund: 016 - SWIM POOL FUND
DANIEL GOMES INV-26084 06/30/2026 AQUATIC CENTER MOVIE 350.00 NIGHT
Fund 016 - SWIM POOL FUND Total: 350.00
Fund: 019 - RECREATION FUND
DANIEL GOMES INV-26083 06/30/2026 COLOR RUN DJ 200.00
Fund 019 - RECREATION FUND Total: 200.00
Vendor DANIEL GOMES Total: sso.oo
Vendor: DATA TICKET INC
Fund: 001 - GENERAL FUND
DATA TICKET INC 192343 06/30/2026 CH- MARCH MONTHLY 160.00
BANKING SERVICE FEE
DATA TICKET INC 193211 06/30/2026 PD - MARCH MONTHLY 160.00
BANKING SERVICE FEE
DATA TICKET INC 194452 06/30/2026 PD -APRIL MONTHLY 160.00
BANKING SERVICE FEE
DATA TICKET INC 196350 06/30/2026 PD - JUNE MONTHLY 310.00
BANKING SERVICE FEE
Fund 001 - GENERAL FUND Total: 790.00
Vendor DATA TICKET INC Total: 790.00
Vendor: DAVID J FRANCIS
Fund: 074 - ASSESS - BORRELLI
DAVID J FRANCIS 4408 06/30/2026 LIGHTPOLE REPAIRS- 450.00
BORRELLI RANCH
Fund 074 - ASSESS - BORRELLI Total: 450.00
Vendor DAVID J FRANCIS Total: 450.00
Vendor: DIVISION OF THE STATE ARCHITECT
Fund: 001 - GENERAL FUND
DIVISION OF THE STATE AR 08/04/2026 06/30/2026 DISABILITY ACCESS & 10.00 EDUCATION 04/1/26
06/30/26
Fund 001 - GENERAL FUND Total: 10.00
Vendor DIVISION OF THE STATE ARCHITECT Total: 10.00
Vendor: EDWARD ROBERT SCHRODER
Fund: 001- GENERAL FUND
EDWARD ROBERT SCHROD 001 06/30/2026 INTERNAL INVEST. 3,000.00 GPD2025 006A
EDWARD ROBERT SCH ROD 001-A 06/30/2026 INTERNAL INVESTIGATION 21,875.00 GPD 2025-06
Fund 001 - GENERAL FUND Total: 24,875.00
Vendor EDWARD ROBERT SCHRODER Total: 24,875.00
Vendor: FLORDELIZA SUAREZ
Fund: 099 - PAYROLL TRUST FUND
FLORO ELIZA SUAREZ PR -7/31/26 08/18/2026 PAYROLL DEDUCTION 100.00 Fund 099- PAYROLL TRUST FUND Total: 100.00
Vendor FLORDELIZA SUAREZ Total: 100.00
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount Vendor: FOSTER'S PUMPS INC.
Fund: 060 - WATER FUND
FOSTER'S PUMPS INC. 2001673 06/30/2026 WATER WELL #5 NEW 55 6,637.95
HEAD SHAFT &
DISCHARGE NIPPLE
Fund 060 - WATER FUND Total: 6,637.95 ----
Vendor FOSTER'S PUMPS INC. Total: 6,637.95
Vendor: GARTON TRACTOR INC.
Fund: 061 - SEWER FUND
GARTON TRACTOR INC. P1930702 08/18/2026 STABILIZERS FOR #1082 81.62 KUBOTA
Fund 061- SEWER FUND Total: 81.62
Vendor GARTON TRACTOR INC. Total: 81.62
Vendor: GOUVEIA ENGINEERING INC
Fund: 011-GAS TAX 2106 FUND
GOUVEIA ENGINEERING I 19502 06/30/2026 PUBLIC WORKS GENERAL 610.84 06/01/26-06/30/26
Fund 011-GAS TAX 2106 FUND Total: 610.84
Fund: 060 - WATER FUND
GOUVEIA ENGINEERING I 19503 06/30/2026 PUBLIC WORKS DEPT 10,832.59 SUPPORT 06/01/26
06/30/26
GOUVEIA ENGINEERING I 19507 06/30/2026 WATER SYSTEM 798.79 IMPROVEMENTS 06/01/26
-06/30/26
Fund 060 - WATER FUND Total: 11,631.38
Fund: 061 - SEWER FUND
GOUVEIA ENGINEERING I 19505 06/30/2026 WASTEWATER 6,964.65 TREATMENT FAC. OP 06/0
GOUVEIA ENGINEERING I 19506 06/30/2026 SEWER MANHOLE REHAB 3,744.83 06/01/26-06/30/26
Fund 061- SEWER FUND Total: 10,709.48
Vendor GOUVEIA ENGINEERING INC Total: 22,951.70
Vendor: GUSTINE DEPOT GARAGE, LLC
Fund: 001- GENERAL FUND
GUSTINE DEPOT GARAGE, 0042896 08/18/2026 PD -PLUG & PATCH RT 24.70 FRONT TIRE UNIT #102
GUSTINE DEPOT GARAGE, 0042899 08/18/2026 PD FULL SERVICE OIL 68.53 CHANGE
GUSTINE DEPOT GARAGE, 0042902 08/18/2026 PD - PLUG PATCH RT 24.70 FRONT TIRE UNIT#103
GUSTINE DEPOT GARAGE, 0042913 08/18/2026 PD - PLUG/PATCH RT 49.40
FRONT/LFT REAR TIRES
UNIT#lOl
Fund 001 - GENERAL FUND Total: 167.33
Vendor GUSTINE DEPOT GARAGE, LLC Total: 167.33
Vendor: HALYCON CREEK INC. (OBA MID VALLEY I.T.)
Fund: 007 - GEN CAPITAL IMPROVEMENT
HALYCON CREEK INC. (DBA 202146502 08/18/2026 FIBER ENCLOSURES & 1,182.51
TERMINATIONS PHASE II
ADD ONS
HALYCON CREEK INC. (OBA 202146503 08/18/2026 FIBER ENCLOSURES & 28,535.52
TERMINATIONS PHASE II
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number
HALYCON CREEK INC. (DBA 202146535
Vendor: HERITAGE LANDSCAPE SUPPLY GROUP, INC
Fund: 001 - GENERAL FUND
HERITAGE LANDSCAPE SU 0028345138-001
HERITAGE LANDSCAPE SU 0028393986-001
Description (Item)
GUSTINE FIBER SERVICE
TERMINATIONS
Fund 007 - GEN CAPITAL IMPROVEMENT Total:
Vendor HALYCON CREEK INC. (OBA MID VALLEY I.T.) Total:
VALVE BOXES WITH
COVERS FOR SCHMIDT PA
IRRIGATION PARTS FOR
SCHMIDT PARK
Fund 0O1 - GENERAL FUND Total:
Vendor HERITAGE LANDSCAPE SUPPLY GROUP, INC Total:
Amount
1,182.51
30,900.54
30,900.54
180.97
213.78
394.75
394.75
Post Date
08/18/2026
08/18/2026
08/18/2026
Vendor: HOLT OF CALIFORNIA
Fund: 062 - REFUSE
HOLT OF CALIFORNIA S4269501 06/30/2026 ROOT RAKE, GRAPPLE, 74" Fund 062 - REFUSE Total:
Vendor HOLT OF CALIFORNIA Total:
10,258.14
10,258.14
10,258.14
Vendor: IEH-JL ANALYTICAL
Fund: 060 - WATER FUND
IEH-JL ANALYTICAL
IEH-JL ANALYTICAL
IEH-JL ANALYTICAL
IEH-JL ANALYTICAL
Fund: 061 - SEWER FUND
IEH-JL ANALYTICAL
IEH-JL ANALYTICAL
IEH-JL ANALYTICAL
671702-A
671792-A
671702
671792
671702-A
671702
671792
06/30/2026
06/30/2026
08/18/2026
08/18/2026
06/30/2026
08/18/2026
08/18/2026
WATER AND WW LABS 1,865.00
06/25/26
WATER AND WW LABS 538.40
6/29/26
WATER AND WW LABS 254.70
06/25/26-07/02/2026
WATER AND WW LABS 94.50
06/29/2026
Fund 060 - WATER FUND Total: 2,752.60
WATER AND WW LABS 715.20
06/25/26
WATER AND WW LABS 608.10
06/25/26-07/02/2026
WATER AND WW LABS 589.60
06/29/2026
- --- Fund 061 - SEWER FUND Total: 1,912.90
Vendor IEH-JL ANALYTICAL Total: 4,665.50
LAFCO FY 25/26 ANNUAL
FEE
Fund 001- GENERAL FUND Total:
Vendor LOCAL AGENCY FORMATION COMMISSION- MERCED COUNTY Total:
1,481.07
1,481.07
1,481.07
Vendor: LOCAL AGENCY FORMATION COMMISSION- MERCED COUNTY Fund: O01 - GENERAL FUND
LOCAL AGENCY FORMATIO LAFCO ANNUAL FEE FY 25/ 06/30/2026 Vendor: NATIONAL RECREATION AND PARK ASSOCIATION
Fund: 019- RECREATION FUND
NATIONAL RECREATION A 319100-07/22/2026 REC - SEPT 26-AUGUST 27 MEMBERSHI[
Fund 019 - RECREATION FUND Total:
Vendor NATIONAL RECREATION AND PARK ASSOCIATION Total:
189.00
189.00
189.00
08/18/2026
Warrant List
Vendor Name
Vendor: OCONNOR & COMPANY
Fund: 001- GENERAL FUND
OCONNOR & COMPANY
Payable Number
0726-33
Post Date
08/18/2026
Description (Item)
CITY OF GUSTINE 2025
(CITY OF GUSTINE A25
3088)
Fund 001- GENERAL FUND Total:
Amount
70.40 70.40
Payment Dates: 08/05/2026 - 08/18/2026
Fund: 017 -CITY WIDE LIGHTING & LAND
OCONNOR & COMPANY 0726-33 08/18/2026 CITY OF GUSTINE 2025 (CITY OF GUSTINE A25
3088)
Fund 017- CITY WIDE LIGHTING & LAND Total:
70.40 70.40
Fund: 059- STORM DRAIN
OCONNOR & COMPANY
Fund: 060- WATER FUND
OCONNOR & COMPANY
0726-33
0726-33
08/18/2026
08/18/2026
CITY OF GUSTINE 2025
(CITY OF GUSTINE A25
3088)
Fund 059 - STORM DRAIN Total:
CITY OF GUSTINE 2025
(CITY OF GUSTINE A25
3088)
Fund 060 - WATER FUND Total:
52.80 52.80
704.00
704.00
Fund: 061 - SEWER FUND
OCONNOR & COMPANY 0726-33
Fund: 062 - REFUSE
OCONNOR & COMPANY 0726-33
Fund: 063 - AIRPORT FUND
OCONNOR & COMPANY 0726-33
08/18/2026
08/18/2026
08/18/2026
CITY OF GUSTINE 2025
(CITY OF GUSTINE A25
3088)
Fund 061- SEWER FUND Total:
CITY OF GUSTINE 2025
(CITY OF GUSTINE A25
3088)
Fund 062 - REFUSE Total:
CITY OF GUSTINE 2025
(CITY OF GUSTINE A25
3088)
Fund 063 - AIRPORT FUND Total:
Vendor OCONNOR & COMPANY Total:
704.00
704.00
70.40 70.40
88.00 88.00
1,760.00
Vendor: O'REILLY AUTO ENTERPRISES, LLC
Fund: O01 - GENERAL FUND
O'REILLY AUTO ENTERPRIS 5718-488428
O'REILLY AUTO ENTERPRIS 5718-489599
Fund: 060 - WATER FUND
O'REILLY AUTO ENTERPRIS 5718-489599
Fund: 061 - SEWER FUND
O'REILLY AUTO ENTERPRIS 5718-489599
08/18/2026
08/18/2026
08/18/2026
08/18/2026
CREDIT FOR RETURN
HYDRAULIC FLUID 5718
488412
PW POWER STEERING
FLUID AND OIL FOR SHOP
Fund 0O1- GENERAL FUND Total: -2.48
PW POWER STEERING
FLUID AND OIL FOR SHOP
Fund 060 - WATER FUND Total: 8.90
PW POWER STEERING
FLUID AND OIL FOR SHOP
Fund 061- SEWER FUND Total: 8.90
8.89 -11.37
8.90 8.90
Vendor O'REILLY AUTO ENTERPRISES, LLC Total: 15.32
Warrant List
Vendor Name
Vendor: PACE SUPPLY CORP
Fund: 060 - WATER FUND
PACE SUPPLY CORP
Payable Number
1911604318
Post Date
08/18/2026
Description I Item)
WATER PART -THREAD TO
COMPRESSOR
Fund 060 - WATER FUND Total:
Vendor PACE SUPPLY CORP Total:
Amount
84.08 84.08
84.08 Payment Dates: 08/05/2026 - 08/18/2026
Vendor: PACIFIC STAR CHEMICAL, LLC.
Fund: 060 - WATER FUND
PACIFIC STAR CHEMICAL, L 346681 CHILORINE FOR WELL#S
Fund 060- WATER FUND Total:
Vendor PACIFIC STAR CHEMICAL, LLC. Total:
1,443.32
1,443.32
1,443.32
07/20/2026
Vendor: PG&E
Fund: 017 ·CITYWIDE LIGHTING & LAND
PG&£ 07/14/2026 08/18/2026 404 6TH ST ROUNDABOUT
06/13/26-07/14/26
153.93
Fund: 060 - WATER FUND
PG&E 07/27/2026
----- Fund 017-CITY WIDE LIGHTING & LAND Total: 153.93
08/18/2026 LINDEN AT BONTA 30.14
06/26/26-07/26/26
Fund 060- WATER FUND Total: 30.14
Vendor PG&E Total: 184.07
08/18/2026 PAYROLL DEDUCTIONS 540.00
Fund 099 - PAYROLL TRUST FUND Total: 540.00
Vendor POLICE OFFICERS ASSOC Total: 540.00
08/18/2026 PD - FESTA BARRICADES 1,673.10
07/17/26-07/20/26
Fund 001 · GENERAL FUND Total: 1,673.10
Vendor SAFE T LITE Total: 1,673.10
Vendor: SAFE T LITE
Fund: 001 - GENERAL FUND
SAFE T LITE 411319
Vendor: POLICE OFFICERS ASSOC
Fund: 099 - PAYROLL TRUST FUND
POLICE OFFICERS ASSOC PR - 7 /31/26
Vendor: TESLA ENERGY OPERATIONS, INC
Fund: 061- SEWER FUND
TESLA ENERGY OPERATIC 42198415 WWTP ELECTRICAL
07/01/26-07/31/2026
Fund 061 - SEWER FUND Total:
Vendor TESLA ENERGY OPERATIONS, INC Total:
14,086.87
14,086.87
14,086.87
08/18/2026
Vendor: T-MOBILE USA, INC
Fund: 001 • GENERAL FUND
T-MOBILE USA, INC
T-MOBILE USA, INC
T-MOBILE USA, INC
T-MOBILE USA, INC
06/21/26-07/20/26
06/21/26-07/20/26
06/21/26-07/20/26
06/21/26-07/20/26
08/18/2026
08/18/2026
08/18/2026
08/18/2026
TELEPHONE SERVICES
06/21/26-07/20/26
TELEPHONE SERVICES
06/21/26-07/20/26
TELEPHONE SERVICES
06/21/26-07/20/26
TELEPHONE SERVICES
06/21/26-07/20/26
Fund 001 - GENERAL FUND Total:
35.92 25.80
19.74 397.80
479.26
Fund: 009 · COMMUNITY CENTER FUND
T-MOBILE USA, INC 06/21/26-07/20/26 08/18/2026 TELEPHONE SERVICES 06/21/26-07/20/26
3.87 - Fund 009 - COMMUNITY CENTER FUND Total: 3.87
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount Fund: 016 - SWIM POOL FUND
T-MOBILE USA, INC 06/21/26-07/20/26 08/18/2026 TELEPHONE SERVICES 88.89 06/21/26-07/20/26
Fund 016 - SWIM POOL FUND Total: 88.89
Fund: 019- RECREATION FUND
T-MOBILE USA, INC 06/21/26-07/20/26 08/18/2026 TELEPHONE SERVICES 9.03 06/21/26-07/20/26
T-MOBILE USA, INC 06/21/26-07/20/26 08/18/2026 TELEPHONE SERVICES 54.57 06/21/26-07/20/26
Fund 019 - RECREATION FUND Total: 63.60
Fund: 060 - WATER FUND
T-MOBILE USA, INC 06/21/26-07/20/26 08/18/2026 TELEPHONE SERVICES 163.20 06/21/26-07/20/26
---
Fund 060 - WATER FUND Total: 163.20
Fund: 061 • SEWER FUND
T-MOBILE USA, INC 06/21/26-07/20/26 08/18/2026 TELEPHONE SERVICES 163.20 06/21/26-07/20/26 -- - Fund 061- SEWER FUND Total: 163.20 Fund: 062 - REFUSE
T-MOBILE USA, INC 06/21/26-07/20/26 08/18/2026 TELEPHONE SERVICES 163.20 06/21/26-07/20/26
Fund 062 - REFUSE Total: 163.20
Vendor T-MOBILE USA, INC Total: 1,125.22
Vendor: TURLOCK SPAY NEUTER CLINIC LLC
Fund: 001- GENERAL FUND
TURLOCK SPAY NEUTER CU 2443877 08/18/2026 PD SPAY/NEUTER 105.00 PROGRAM 05/27/2026
TURLOCK SPAY NEUTER CU 2443878 08/18/2026 PD SPAY/NEUTER 210.00 PROGRAM 06/18/26
06/22/2026
Fund 001 • GENERAL FUND Total: 315.00
Vendor TURLOCK SPAY NEUTER CLINIC LLC Total: 315.00
Vendor: U.S BANK EQUIPMENT FINANCE
Fund: 001- GENERAL FUND
U.S BANK EQUIPMENT FIN 587401415 08/18/2026 COPIER LEASE 7/20/2026 23.71 08/20/2026
U.S BANK EQUIPMENT FIN 587401415 08/18/2026 COPIER LEASE 7/20/2026 23.71 08/20/2026
U.S BANK EQUIPMENT FIN 587401415 08/18/2026 COPIER LEASE 7/20/2026 23.71 08/20/2026
U.S BANK EQUIPMENT FIN 587401415 08/18/2026 COPIER LEASE 7/20/2026 118.56 08/20/2026
U.S BANK EQUIPMENT FIN 587401415 08/18/2026 COPIER LEASE 7/20/2026 23.71 08/20/2026
- Fund 001- GENERAL FUND Total: 213.40
Fund: 019 - RECREATION FUND
U.S BANK EQUIPMENT FIN 5874D1415 08/18/2026 COPIER LEASE 7/20/2026 237.13 08/20/2026
Fund 019 - RECREATION FUND Total: 237.13
Fund: 059- STORM DRAIN
U.S BANK EQUIPMENT FIN 587401415 08/18/2026 COPIER LEASE 7/20/2026 23.71 08/20/2026
Fund 059- STORM DRAIN Total: 23.71
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount Fund: 060 - WATER FUND
U.S BANK EQUIPMENT FIN 587401415
Fund: 061 - SEWER FUND
U.S BANK EQUIPMENT FIN 587401415
08/18/2026
08/18/2026
COPIER LEASE 7/20/2026
08/20/2026
Fund 060- WATER FUND Total:
COPIER LEASE 7/20/2026
08/20/2026
Fund 061 - SEWER FUND Total:
237.15
237.15
237.13
237.13
Fund: 062 - REFUSE
U.S BANK EQUIPMENT FIN 587401415 COPIER LEASE 7/20/2026 08/20/2026
Fund 062 - REFUSE Total:
Vendor U.S BANK EQUIPMENT FINANCE Total:
237.13
237.13
1,185.65
08/18/2026
Vendor: UNDERGROUND SERVICE ALERT
Fund: 060 - WATER FUND
UNDERGROUND SERVICE 1171962026 08/18/2026 FEES FOR USA SERVICE (UTILITY LOCATION
SERVICE)
Fund 060 - WATER FUND Total:
1,229.02
1,229.02
Fund: 061 - SEWER FUND
UNDERGROUND SERVICE 1171962026 FEES FOR USA SERVICE
(UTILITY LOCATION
SERVICE)
Fund 061- SEWER FUND Total:
Vendor UNDERGROUND SERVICE ALERT Total:
1,229.02
1,229.02
2,458.04
08/18/2026
Vendor: UNWIRED BROADBAND, LLC
Fund: 001- GENERAL FUND
UNWIRED BROADBAND, L 900420-001 08/18/2026 UNWIRED BROADBAND 1,350,000.00
USDA RECONNECT GRANT
Fund 001- GENERAL FUND Total: 1,350,000.00
Vendor UNWIRED BROADBAND, LLC Total: 1,350,000.00
Vendor: VAN DE POL ENTERPRISES
Fund: 001 - GENERAL FUND
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 1,979.56 -07/15/2026
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 92.41 -07/15/2026
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 2,248.88 -07/31/26
Fund 001- GENERAL FUND Total: 4,320.85
Fund: 009 - COMMUNITY CENTER FUND
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 22.28 -07/15/2026
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 29.00 -07/31/26
Fund 009- COMMUNITY CENTER FUND Total: 51.28
Fund: 016- SWIM POOL FUND
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 22.28 -07/15/2026
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 29.00 -07/31/26
Fund 016 - SWIM POOL FUND Total: 51.28
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount Fund: 017- CITY WIDE LIGHTING & LAND
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 294.06 -07/15/2026
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 466.78 -07/31/26
Fund 017 - CITY WIDE LIGHTING & LAND Total: 760.84
Fund: 019 - RECREATION FUND
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 51.98 -07/15/2026
VAN DE POL ENTERPRISES CL2S823 08/18/2026 FUEL PD/PW/FD 07/01/26 51.97 -07/15/2026
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 67.68 -07/31/26
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 67.68 -07/31/26
Fund 019 - RECREATION FUND Total: 239.31
Fund: 060 - WATER FUND
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 669.81 -07/15/2026
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 1,063.22 -07/31/26
Fund 060 - WATER FUND Total: 1,733.03
Fund: 061 - SEWER FUND
VAN DE POL ENTERPRISES CL25823 08/18/2026 FUEL PD/PW/FD 07/01/26 669.81 -07/15/2026
VAN DE POL ENTERPRISES CL26654 08/18/2026 FUEL PD/PW/FD 07/15/26 1,063.22 -07/31/26
Fund 061 - SEWER FUND Total: 1,733.03
Vendor VAN DE POL ENTERPRISES Total: 8,889.62
Vendor: VERIZON BUSINESS
Fund: 001- GENERAL FUND
VERIZON BUSINESS 6149381060 08/18/2026 PD SIM CARDS AND RAM 320.08 BOARDS
Fund 001- GENERAL FUND Total: 320.08
Vendor VERIZON BUSINESS Total: 320.08
Vendor: VESTIS GROUP, INC
Fund: 001 - GENERAL FUND
VESTIS GROUP, INC 5040666874 08/18/2026 PW DEPT OP SUPPLIES- 10.87
TOWELS, MOPS, MATS
VESTIS GROUP, INC 5040669845 08/18/2026 PW DEPT OP SUPPLIES 66.34
MOPS/TOWELS/MATS
Fund 001- GENERAL FUND Total: 77.21
Fund: 060 - WATER FUND
VESTIS GROUP, INC 5040666874 08/18/2026 PW DEPT OP SUPPLIES- 10.88
TOWELS, MOPS, MATS
VESTIS GROUP, INC 5040669845 08/18/2026 PW DEPT OP SUPPLIES 66.36
MOPS/TOWELS/MATS
- -- Fund 060 - WATER FUND Total: 77.24
Fund: 061 - SEWER FUND
VESTIS GROUP, INC 5040666874 08/18/2026 PW DEPT OP SUPPLIES- 10.87
TOWELS, MOPS, MATS
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Vendor Name Payable Number Post Date Description (Item) Amount VESTIS GROUP, INC 5040669845 08/18/2026 PW DEPT OP SUPPLIES 66.34
MOPS/TOWELS/MATS
Fund 061- SEWER FUND Total: 77.21
- Vendor VESTIS GROUP, INC Total: 231.66
Vendor: VESTIS
Fund: 001 · GENERAL FUND
VESTIS 5040654898 08/18/2026 FD- CUSTODIAL SUPPLIES 237.92 VESTIS 5040666872 08/18/2026 FD CUSTODIAL SUPPLIES 192.97 Fund 001 - GENERAL FUND Total: 430.89
------
Vendor VESTIS Total: 430.89
Vendor: WALLACE JAMES LEE BROUGHTON
Fund: 059 - STORM DRAIN
WALLACE JAMES LEE BRO 1111
Vendor: WESTSIDE WELDING & RADIATOR
Fund: 061- SEWER FUND
WESTSIDE WELDING & RA 12041
CLEAN TRUCK CHECK FOR
#1087 SWEEPER
Fund 059- STORM DRAIN Total:
Vendor WALLACE JAMES LEE BROUGHTON Total:
#1073 VAC CON REPAIR
INTAKE
Fund 061 - SEWER FUND Total:
Vendor WESTSIDE WELDING & RADIATOR Total:
220.04
220.04
220.04
306.00
306.00
306.00
08/18/2026
06/30/2026
Vendor: YANCEY LUMBER CO
Fund: 001- GENERAL FUND
YANCEY LUMBER CO
Fund: 016- SWIM POOL FUND
YANCEY LUMBER CO
A2022236404
A2022236405
08/18/2026
08/18/2026
TREE PLANTING
REPLACEMENT TREE
STAKES
Fund 001- GENERAL FUND Total: 19.56
CAMERA INSTALLATION
PARTS
Fund 016 - SWIM POOL FUND Total: 8.25
Vendor YANCEY LUMBER CO Total: 27.81
Grand Total: 1,505,803.58
19.56 8.25
Warrant List
Fund Summary
Fund
001- GENERAL FUND
007- GEN CAPITAL IMPROVEMENT
009- COMMUNITY CENTER FUND
011-GAS TAX 2106 FUND
016-SWIM POOL FUND
017 - CITY WIDE LIGHTING & LAND
019- RECREATION FUND
059 - STORM DRAIN
060- WATER FUND
061- SEWER FUND
062 - REFUSE
063 - AIRPORT FUND
074-ASSESS - BORRELLI
099 - PAYROLL TRUST FUND
Grand Total:
Account Summary
Account Number Account Name
001-0000-300.014 UNWIRED
001-0110-520.010-00 DEPT OPERATING SUPPL
001-0120-520.010-00 DEPT OPERATING SUPPL
001-0120-530.011-00 TELEPHONE & INTERNET
001-0120-530.201-00 OTHER CONTRACT SERVI
001-0140-520.000-00 OFFICE SUPPLIES
001-0140-520.010-00 DEPT OPERATING SUPPL
001-0140-530.000-00 ACCOUNTING & AUDIT
001-0140-530.011-00 TELEPHONE & INTERNET
001-0140-530.201-00 OTHER CONTRACT SERVI
001-0142-520.010-00 DEPT OPERATING SUPPL
001-0142-530.011-00 TELEPHONE & INTERNET
001-0142-530.030-00 ADVERTISING
001-0142-530.201-00 OTHER CONTRACT SERVI
001-0150-530.011-00 TELEPHONE & INTERNET
001-0150-540.011-00 FACILITIES
001-0210-520.000-00 OFFICE SUPPLIES
001-0210-520.010-00 DEPT OPERATING SUPPL
001-0210-520.030-00 MOTOR VEHICLE EXPEN
001-0210-520.040-00 FUEL
001-0210-530.011-00 TELEPHONE & INTERNET
001-0210-530.201-00 OTHER CONTRACT SERVI
001-0220-520.010-00 DEPT OPERATING SUPPL
001-0220-520.030-00 MOTOR VEHICLE EXPEN
001-0220-520.040-00 FUEL
001-0220-540.030-00 MACHINERY & EQUIPME
001-0230-520.010-00 DEPT OPERATING SUPPL
001-0410-530.009-00 OTHER PROFESSIONALS
001-0410-530.011-00 TELEPHONE
001-0410-540.040-00 SB 1186 STATE BUSINESS
001-0460-520.010-00 DEPT OPERATING SUPPL
001-0460-530.011-00 TELEPHONE
001-0460-530.201-00 OTHER CONTRACT SERVI
001-0610-520.010-00 DEPT OPERATING SUPPL
001-0610-520.011-00 UNIFORM ALLOWANCE
001-0610-520.030-00 MOTOR VEHICLE EXPEN
001-0610-530.011-00 TELEPHONE
001-0610-530.072-00 OTHER EQUIPMENT REP
001-0610-540.011-00 FACILITIES
Payment Dates: 08/05/2026 - 08/18/2026
Report Summary
Payment Amount
1,397,774.14
30,900.54
100.98
610.84
1,212.98
1,347.57
1,011.24
501.16
27,498.58
32,012.58
11,051.44
91.32 691.60
998.61
1,505,803.58
Payment Amount
1,350,000.00
8.11 6.38
39.24 23.71
6.38 8.11
70.40 3.32
23.71 6.38
29.12 350.00
23.71 3.32
15.86 6.38
40.56 167.33
4,228.44
1,402.41
27,456.66
430.89
4,954.05
92.41 4,377.10
315.00
1,481.07
3.32 10.00
6.38 3.32
23.71 769.70
183.82
8.89 3.32
1,170.00
21.63
Warrant List Payment Dates: 08/05/2026 - 08/18/2026
Account Summary
Account Number Account Name Payment Amount
007-0150-700.000-00 CAPITAL IMPROVEMENT 30,900.54
009-0150-520.010-00 DEPT OPERATING SUPPL 12.17
009-0150-520.011-00 UNIFORM ALLOWANCE 20.36
009-0150-520.030-00 MOTOR VEHICLE EXPEN 51.28
009-0150-530.011-00 TELEPHONE 17.17
011-0310-700.000-00 CAPITAL IMPROVEMENT 610.84
016-0613-520.010-00 DEPT OPERATING SUPPL 12.00
016-0613-520.011-00 UNIFORM ALLOWANCE 20.36
016-0613-520.012-00 AQUATICS CENTER SUPP 390.30
016-0613-520.013-00 CONCESSION SUPPLIES 88.65
016-0613-520.030-00 MOTOR VEHICLE EXPEN 51.28
016-0613-530.011-00 TELEPHONE 102.19
016-0613-530.201-00 OTHER CONTRACT SERVI 320.00
016-0613-540.011-00 BUILDINGS/FACILITIES 228.20
017-0260-530.060-00 ELECTRIC 153.93
017-0610-520.040-00 FUEL 760.84
017-0610-530.000-00 ACCOUNTING & AUDITI 70.40
017-0610-530.201-00 OTHER CONTRACT SERVI 362.40
019-0150-520.011-00 UNIFORM ALLOWANCE 20.36
019-0150-520.030-00 MOTOR VEHICLE EXPEN 119.66
019-0150-530.011-00 TELEPHONE 9.03
019-0613-520.010-00 DEPT OPERATING SUPPL 28.14
019-0613-520.011-00 UNIFORM ALLOWANCE 20.40
019-0613-520.030-00 MOTOR VEHICLE EXPEN 119.65
019-0613-530.011-00 TELEPHONE 67.87
019-0613-530.091-00 MEETINGS & TRAINING 189.00
019-0613-530.201-00 OTHER CONTRACT SERVI 237.13
019-0613-613.020-00 DEPT OPS SUPPLIES - CO 200.00
059-0730-520.010-00 DEPT OPERATING SUPPL 204.61
OS9-0730-520.030-00 MOTOR VEHICLE EXPEN 220.04
059-0730-530.000-00 ACCOUNTING &AUDITI 52.80
059-0730-530.201-00 OTHER CONTRACT SERVI 23.71
060-0710-520.010-00 DEPT OPERATING SUPPL 1,854.84
060-0710-520.011-00 UNIFORM ALLOWANCE 283.70
060-0710-520.030-00 MOTOR VEHICLE EXPEN 8.90
060-0710-520.040-00 FUEL 1,733.03
060-0710-530.000-00 ACCOUNTING & AUDITI 704.00
060-0710-530.009-00 OTHER PROFESSIONALS 14,383.98
060-0710-530.011-00 TELEPHONE 395.87
060-0710-530.060-00 ELECTRIC 30.14
060-0710-530.072-00 OTHER EQUIPMENT REP 6,637.95
060-0710-530.094-00 LICENSES & PERMIT FEE 1,229.02
060-0710-530.201-00 0TH ER CONTRACT SERVI 237.15
061-0520-520.010-00 DEPT OPERATING SUPPL 246.33
061-0520-520.011-00 UNIFORM ALLOWANCE 309.74
061-0520-520.030-00 MOTOR VEHICLE EXPEN 8.90
061-0520-520.040-00 FUEL 1,733.03
061-0520-530.000-00 ACCOUNTING & AUDIT! 704.00
061-0520-530.009-00 OTHER PROFESSIONALS 1,912.90
061-0520-530.011-00 TELEPHONE 395.87
061-0520-530.060-00 ELECTRIC 14,086.87
061-0520-530.072-00 OTHER EQUIPMENT REP 439.31
061-0520-530.094-00 LICENSES & PERMIT FEE 1,229.02
061-0520-530.201-00 OTHER CONTRACT SERVI 10,946.61
062-0140-530.000-00 ACCOUNTING & AUDIT 70.40
062-0510-520.000-00 OFFICE SUPPLIES 81.11
062-0510-530.011-00 TELEPHONE & INTERNET 296.16
062-0510-530.201-00 OTHER CONTRACT SERVI 345.63
Warrant List
Account Number
062-0530-530.002-00
063-0340-530.000-00
063-0340-530.011-00
074-0910-530.201-00
099-0000-220.071
099-0000-220.097
Project Account Key
+None
Account Summary
Account Name
OWR4 581383 GRANT
ACCOUNTING & AUDITI
TELEPHONE
OTHER CONTRACT SERVI
POA DEDUCT PAYABLE
CALIFORNIA STATE DISB
Grand Total:
Project Account Summary
Grand Total:
Payment Dates: 08/05/2026- 08/18/2026
Payment Amount
10,258.14
88.00 3.32
691.60
540.00
458.61
1,505,803.58
Payment Amount
1,505,803.58
1,505,803.58
TREASURER'S REPORT
Month Ending July 31, 2026
Balance Balance
Accounts Beginning of Month Deposits Withdrawals End of Month State of California Local Agency $ 8,447,176.23 $ 82,459.23 $ $ 8,529,635.46 Investment Fund General Checking Account $ 4,334,496.25 $ 669,397.30 $ 1,000,724.64 $ 4,003, 168.91 Payroll Account $ 1,139,674.17 $ 293,554.64 $ 292,638.11 $ 1,140,590.70 Total Cash and Investments $ 13,921,346.65 $ 1,045,411.17 $ 1,293,362.75 $ 13,673,395.07 (The following statements are required by California Government Code Section 53646 (b) (2.3)) Investments are made pursuant to the City Council approved Investment Policy and Guidelines.
Prepared by:
inance Director
ITEM NO. 5
COUNCIL AGENDA ITEM
AUGUST 18, 2026
PREPARED BY: Jenny Morrison, Finance Director
SUBJECT: Authorize City Manager to Execute Addendum #2 with Harris & Associates to Complete the Water and Sewer Rate Study
STRATEGIC PLAN GOALS: 4. Financial and Budget Stability
BACKGROUND/DISCUSSION
The City has responsibility for providing water and sewer services to its residents. To provide and maintain these services adequately, the City must take steps to ensure that revenues meet current and future expenses for these Enterprises. The City does that by establishing rate schedules based upon current and future cost factors.
In November 2023, the Council authorized staff to enter into an agreement with Harris & Associates to complete a water and sewer rate study, as the existing study was coming to term in June 2024. In early 2024, it became apparent that this work should be paused to allow staff to fully incorporate updates to the City's infrastructure maps, master plans, and to allow for capital improvement project planning and execution.
As a result of the pause, there was no rate increase effective July 1, 2024.
Addendum No. 1, originally issued on April 4, 2025, was intended to provide updated information for the rate study. However, at that time, the water and sewer master plans had not yet been completed, leaving a substantial amount of expansion and project work out of any potential rate study.
Since then, the water and sewer master plans have been finalized. These updates now contain the necessary infrastructure, system, and service data required to complete the rate study in the most optimal way to maximize the City's investment in such a study.
With the master plans in place, the rate study can proceed as planned, incorporating the latest water and sewer system details, capacity, and service areas.
COMMUNITY OUTREACH
Outside of this publicly noticed meeting agenda, no additional community outreach is necessary for this item. As the City conducts it's 218 rate adjustment process, community outreach will be conducted in accordance with the law.
FISCAL IMPACT
Due to fee escalation, there is a difference in the updated contract.
The original contract called for a total cost of $60,000. Addendum No. 1 increased the contract $13,440, addendum no. 2 overwrites addendum no. 1, and escalates the contract $25,830. The total contract price is now $85,830.
The additional scope of services is estimated up to 101 hours for a time-and-materials budget. This contract includes all the necessary data and information for the City to effectively conduct a 218 process to venture forward with potential water and sewer rate increases in accordance with the laws governing such fee increases. To date, the City has paid Harris & Associates a total of $32,847.50 towards the contract amount, leaving $52,982.50 to be expended.
This fee study will cover rates effective July 1 , 2027 through June 30, 2032. Existing water and sewer rates have been stagnant since July 1 , 2023.
The remaining expense has been accounted for in the approved FY 2026/2027 financial budget from the Water (Fund 060) and Sewer (Fund 06 l) funds.
STRATEGIC PLAN GOALS
This water and sewer rate study is part of Strategic Plan Goal No. 4 Objective Nos. 1, 2, and 4. This plan will ensure the City has sustainable financial health to continue to deliver high-quality services to residents and businesses by focusing on effective cost management and sustainable financial practices.
RECOMMENDATION
Staff recommends that Council adopt a resolution authorizing the City Manager to execute Addendum No. 2 with Harris & Associates.
EXHIBIT(S)
A. Professional Services Agreement between City and Harris & Associates - 12/18/23 B. Professional Services Agreement between City and Harris & Associates Addendum #1
C. Professional Services Agreement between City and Harris & Associates Addendum #2
D. Resolution
APPROVED BY: i/2co£»
------------- Melanie Correa, City Manager
CITY OF GUSTINE
PROFESSIONAL SERVICES AGREEMENT
This Agreement is made and entered into as of_\@C[, 2023 by and between the City of Gustine, a municipal corporation organized and operating under the laws of the State of California with its principal place of business at 352 Fifth Street, Gustine, California ("City"), and Harris & Associates, a California Corporation with its principal place ofbusiness 1401 Willow Pass Rd., Concord, CA 94520 (hereinafter referred to as "Consultant). City and Consultant are sometimes individually referred to as "Party" and collectively as "Parties" in this Agreement.
RECITALS
A. City is a public agency of the State of California and is in need of professional services for the following project: Water and Sewer Rate Update FY 2024-2029 (hereinafter referred to as "the Project").
B. Consultant is duly licensed and has the necessary qualifications to provide such services.
C. The Parties desire by this Agreement to establish the terms for City to retain Consultant to provide the services described herein.
AGREEMENT
NOW, THEREFORE, IT IS AGREED AS FOLLOWS:
1. Services.
Consultant shall provide the City with the services described in the Scope of Services attached hereto as Exhibit "A."
2. Compensation.
a. Subject to paragraph 2(b) below, the City shall pay for such services in accordance with the Schedule of Charges set forth in Exhibit B." b. In no event shall the total amount paid for services rendered by Consultant under this Agreement exceed the sum of Sixty Thousand dollars even ($60,000) (Sixty Thousand dollars). This amount is to cover all printing and related costs, and the City will not pay any additional fees for printing expenses. Periodic payments shall be made within 30 days of receipt of an invoice which includes a detailed description of the work performed. Payments to Consultant for work performed will be made on a monthly billing basis.
3. Additional Work.
If changes in the work seem merited by Consultant or the City, and informal consultations with the other party indicate that a change is warranted, it shall be processed in the following manner: a letter outlining the changes shall be forwarded to the City by Consultant with a statement of estimated changes in fee or time schedule. An amendment to this Agreement shall be prepared by the City and executed by both Parties before performance of such services, or the City will not be required to pay for the changes in the scope of work. Such amendment shall not render ineffective or invalidate unaffected portions of this Agreement.
4. Maintenance of Records.
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Books, documents, papers, accounting records, and other evidence pertaining to costs incurred shall be maintained by Consultant and made available at all reasonable times during the contract period and for four (4) years from the date of final payment under the contract for inspection by City.
5. Time of Performance.
Consultant shall perform its services in a prompt and timely manner and shall commence performance upon receipt of written notice from the City to proceed ("Notice to Proceed").
Consultant shall complete the services required hereunder within "Activity Schedule" as Exhibit C. The Notice to Proceed shall set forth the date of commencement of work.
6. Delavs in Performance.
a. Neither City nor Consultant shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war; riots and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage or judicial restraint.
b. Should such circumstances occur, the non-performing party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement.
7. Compliance with Law.
a. Consultant shall comply with all applicable laws, ordinances, codes and regulations of the federal, state and local government, including Cal/OSHA requirements. b. lfrequired, Consultant shall assist the City, as requested, in obtaining and maintaining all permits required of Consultant by federal, state and local regulatory agencies. c. If applicable, Consultant is responsible for all costs of clean up and/ or removal of hazardous and toxic substances spilled as a result of his or her services or operations performed under this Agreement.
8. Standard of Care
Consultant's services will be performed in accordance with generally accepted professional practices and principles and in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions.
9. Assignment and Subconsultant
Consultant shall not assign, sublet, or transfer this Agreement or any rights under or interest in this Agreement without the written consent of the City, which may be withheld for any reason. Any attempt to so assign or so transfer without such consent shall be void and without legal effect and shall constitute grounds for termination. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement. Nothing contained herein shall 2 28859.00009\29330794.1
prevent Consultant from employing independent associates, and subconsultants as Consultant may deem appropriate to assist in the performance of services hereunder.
10. Independent Consultant
Consultant is retained as an independent contractor and is not an employee of City. No employee or agent of Consultant shall become an employee of City. The work to be performed shall be in accordance with the work described in this Agreement, subject to such directions and amendments from City as herein provided.
I 1. Insurance. Consultant shall not commence work for the City until it has provided evidence satisfactory to the City it has secured all insurance required under this section. In addition, Consultant shall not allow any subcontractor to commence work on any subcontract until it has secured all insurance required under this section. a. Commercial General Liability
(i) The Consultant shall take out and maintain, during the performance of all work under this Agreement, in amounts not less than specified herein, Commercial General Liability Insurance, in a form and with insurance companies acceptable to the City. (ii) Coverage for Commercial General Liability insurance shall be at least as broad as the following:
(1) Insurance Services Office Commercial General Liability coverage (Occurrence Form CG 00 01) or exact equivalent. (iii) Commercial General Liability Insurance must include coverage for the following:
(I) Bodily Injury and Property Damage
(2) Personal Injury/Advertising Injury
(3) Premises/Operations Liability
(4) Products/Completed Operations Liability
(5) Aggregate Limits that Apply per Project
(6) Explosion, Collapse and Underground (UCX) exclusion deleted
(7) Contractual Liability with respect to this Contract (8) Broad Form Property Damage
(9) Independent Consultants Coverage
(iv) The policy shall contain no endorsements or provisions limiting coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one insured against another; (3) products/completed operations liability; or (4) contain any other exclusion contrary to the Agreement.
(v) The policy shall give City, its officials, officers, employees, agents and City designated volunteers additional insured status using ISO endorsement forms CG 20 l 0 IO O 1 and 20 37 1001, or endorsements providing the exact same coverage. (vi) The general liability program may utilize either deductibles or provide coverage excess of a self-insured retention, subject to written approval by the City, and provided that such deductibles shall not apply to the City as an additional insured. 3 28859.00009\29330794.1
b. Automobile Liabilitv
() At all times during the performance of the work under this Agreement, the Consultant shall maintain Automobile Liability Insurance for bodily injury and property damage including coverage for owned, non-owned and hired vehicles, in a form and with insurance companies acceptable to the City.
(ii) Coverage for automobile liability insurance shall be at least as broad as Insurance Services Office Form Number CA 00 01 covering automobile liability (Coverage Symbol I, any auto).
(iii) The policy shall give City, its officials, officers, employees, agents and City designated volunteers additional insured status. (iv) Subject to written approval by the City, the automobile liability program may utilize deductibles, provided that such deductibles shall not apply to the City as an additional insured, but not a self-insured retention.
C. Workers' Compensation/Employer's Liability
(i) Consultant certifies that he/she is aware of the provisions of Section 3 700 of the California Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and he/she will comply with such provisions before commencing work under this Agreement.
(ii) To the extent Consultant has employees at any time during the term of this Agreement, at all times during the performance of the work under this Agreement, the Consultant shall maintain full compensation insurance for all persons employed directly by him/her to carry out the work contemplated under this Agreement, all in accordance with the "Workers' Compensation and Insurance Act," Division IV of the Labor Code of the State of California and any acts amendatory thereof, and Employer's Liability Coverage in amounts indicated herein. Consultant shall require all subconsultants to obtain and maintain, for the period required by this Agreement, workers' compensation coverage of the same type and limits as specified in this section. d. Professional Liability (Errors and Omissions)
At all times during the performance of the work under this Agreement the Consultant shall maintain professional liability or Errors and Omissions insurance appropriate to its profession, in a form and with insurance companies acceptable to the City and in an amount indicated herein.
This insurance shall be written on a policy form coverage specifically designed to protect against acts, errors or omissions of the Consultant. "Covered Professional Services" as designated in the policy must specifically include work performed under this Agreement. The policy must "pay on behalf of' the insured and must include a provision establishing the insurer's duty to defend. e. Minimum Policy Limits Required
(i) The following insurance limits are required for the Agreement:
Commercial General Liability
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Combined Single Limit
$1,000,000 per occurrence/ $2,000,000 aggregate
4
for bodily injury, personal injury, and property
damage
Automobile Liability $1,000,000 per occurrence for bodily injury and property damage
Employer's Liability $1,000,000 per occurrence
Professional Liability $1,000,000 per claim and aggregate ( errors and omissions)
(ii) Defense costs shall be payable in addition to the limits. (iii) Requirements of specific coverage or limits under General Liability, Employer's Liability and Automobile Liability contained in this section are not intended as a limitation on coverage, limits, or other requirement, or a waiver of any coverage normally provided by any insurance. Any available coverage shall be provided to the parties required to be named as Additional Insured pursuant to this Agreement. f. Evidence Required
Prior to execution of the Agreement, the Consultant shal1 file with the City evidence of insurance from an insurer or insurers certifying to the coverage of all insurance required herein. Such evidence shall include original copies of the ISO CG 00 01 (or insurer's equivalent) signed by the insurer's representative and Certificate of Insurance (Acord Form 25-S or equivalent), together with required endorsements. All evidence of insurance shall be signed by a properly authorized officer, agent, or qualified representative of the insurer and shall certify the names of the insured, any additional insureds, where appropriate, the type and amount of the insurance, the location and operations to which the insurance applies, and the expiration date of such insurance.
8- Policy Provisions Required
(i) Consultant shall provide the City at least thirty (30) days prior written notice of cancellation of any policy required by this Agreement, except that the Consultant shall provide at least ten (lO) days prior written notice of cancellation of any such policy due to nonpayment of premium. If any of the required coverage is cancelled or expires during the term of this Agreement, the Consultant shall deliver renewal certificate(s) including the General Liability Additional Insured Endorsement to the City at least ten ( 10) days prior to the effective date of cancellation or expiration.
(ii) The Commercial General Liability Policy and Automobile Policy shall each contain a provision stating that Consultant's policy is primary insurance and that any insurance, self-insurance or other coverage maintained by the City or any named insureds shall not be called upon to contribute to any loss.
(iii) The retroactive date (if any) of each policy is to be no later than the effective date of this Agreement. Consultant shall maintain such coverage continuously for a period of at least three years after the completion of the work under this Agreement. Consultant shall purchase a one ( l) year extended reporting period A) if the retroactive date is advanced past the effective date of this Agreement; B) if the policy is cancelled or not renewed; or C) if the policy is replaced by another claims-made policy with a retroactive date subsequent to the effective date of this Agreement.
5 28859.00009129330794.1
(iv) All required insurance coverages, except for the professional liability coverage, shall contain or be endorsed to waiver of subrogation in favor of the City, its officials, officers, employees, agents, and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right ofrecovery prior to a loss. Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants. () The limits set forth herein under General Liability, Employer's Liability and Automobile Liability shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Consultant from liability in excess of such coverage, nor shall it limit the Consultant's indemnification obligations to the City and shall not preclude the City from taking such other actions available to the City under other provisions of the Agreement or law.
h. Qualifying Insurers
(i) All policies required shall be issued by acceptable insurance companies, as determined by the City, which satisfy the following minimum requirements:
(1) Each such policy shall be from a company or companies with a current A.M. Best's rating ofno less than A: VII and admitted to transact in the business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law.
1. Additional Insurance Provisions
() The foregoing requirements as to the types and limits of insurance coverage to be maintained by Consultant, and any approval of said insurance by the City, is not intended to and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Consultant pursuant to this Agreement, including but not limited to, the provisions concerning indemnification.
(ii) If at any time during the life of the Agreement, any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement.
(iii) The City may require the Consultant to provide complete copies of all insurance policies in effect for the duration of the Project. (iv) Neither the City nor any of its officials, officers, employees, agents or volunteers shall be personally responsible for any liability arising under or by virtue of this Agreement.
j. Subconsultant Insurance Requirements. Consultant shall not allow any subcontractors or subconsultants to commence work on any subcontract until they have provided evidence satisfactory to the City that they have secured all insurance required under this section.
Policies of commercial general liability insurance provided by such subcontractors or subconsultants shall be endorsed to name the City as an additional insured using ISO form CG 6 28859.0000912933D794. I
20 3 8 04 13 or an endorsement providing the exact same coverage. If requested by Consultant, City may approve different scopes or minimum limits of insurance for particular subcontractors or subconsultants.
12. Indemnification.
a. To the fullest extent permitted by law, Consultant shall defend (with counsel reasonably approved by the City), indemnify and hold the City, its officials, officers, employees, free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury, in law or equity, to property or persons, including wrongful death, (collectively, "Claims') to the extent arising out of, pertaining to, or relating to any acts, errors or omissions, or willful misconduct of Consultant, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Consultant's services, the Project or this Agreement, including without limitation the payment of all expert witness fees and reasonable attorneys' fees and other related costs and expenses. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to Claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its officials, officers, employees, agents or volunteers. b. Additional Indemnity Obligations. Consultant shall defend, with counsel reasonably acceptable to the City and at Consultant's own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against the City, its officials, officers, employees, agents or volunteers. Consultant shall pay and satisfy any judgment, award or decree that may be rendered against the City, its officials, officers, and employees as part of any such claim, suit, action or other proceeding and with respect to Claims covered by the professional liability insurance secured by Consultant only to the extent caused by the Consultant's negligence as detennined by the court. Consultant shall also reimburse City for the cost of any settlement paid by the City, its officials, officers, and employees as part of any such claim, suit, action or other proceeding to the extent caused by the Consultant's negligence as determined by the court.
Such reimbursement shall include payment for the City's attorney's fees and costs, including expert witness fees. Consultant shall reimburse the City, its officials, officers, employees, agents and volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith except that with respect to Claims covered by professional liability insurance secured by Consultant shall only be to the extent caused by the Consultant's negligence as determined by the court. or in enforcing the indemnity herein provided. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its officials, officers, employees, agents and volunteers.
c. California Civil Code Section 2782.58. Notwithstanding the foregoing, to the extent that the Consultant's services are subject to California Civil Code Section 2782.8: (1) the above indemnity, including the cost to defend, shall be limited to the extend requires by Civil Code Section 2782.8 and (2) in no event shall the cost the defend charged to the Consultant exceed the Consultant's proportionate percentage of fault.
13. California Labor Code Requirements.
a. Consultant is aware of the requirements of California Labor Code Sections 1720 et seq. and 1 770 et seq., which require the payment of prevailing wage rates and the performance of other requirements on certain "public works" and "maintenance" projects. Tf the services are being 7 28859.00009\29330794.1
performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws, if applicable. Consultant shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the Consultant and all subconsultants to comply with all California Labor Code provisions, which include but are not limited to prevailing wages, employment of apprentices, hours of labor and debarment of contractors and subcontractors. b. If the services are being performed as part of an applicable "public works" or "maintenance" project, then pursuant to Labor Code Sections 1725 .5 and 1771.1, the Consultant and all subconsultants performing such Services must be registered with the Department of Industrial Relations. Consultant shall maintain registration for the duration of the Project and require the same of any subconsultants, as applicable. This Project may also be subject to compliance monitoring and enforcement by the Department ofindustrial Relations. It shall be Consultant's sole responsibility to comply with all applicable registration and labor compliance requirements.
14. Verification of Employment Eligibility.
By executing this Agreement, Consultant verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subconsultants and sub-subconsultants to comply with the same.
15. [RESERVED)
16. Laws and Venue.
This Agreement shall be interpreted in accordance with the laws of the State of California.
If any action is brought to interpret or enforce any term of this Agreement, the action shall be brought in a state or federal court situated in the County of Merced, State of California. 17 Termination or Abandonment
a. City has the right to terminate or abandon any portion or all of the work under this Agreement by giving ten (10) calendar days written notice to Consultant. In such event, City shall be immediately given title and possession to all original field notes, drawings and specifications, written reports and other documents produced or developed for that portion of the work completed and/or being abandoned. City shall pay Consultant the reasonable value of services rendered for any portion of the work completed prior to termination. If said termination occurs prior to completion of any task for the Project for which a payment request has not been received, the charge for services performed during such task shall be the reasonable value of such services, based on an amount mutually agreed to by City and Consultant of the portion of such task completed but not paid prior to said termination. City shall not be liable for any costs other than the charges or portions thereof which are specified herein. Consultant shall not be entitled to payment for unperformed services, and shall not be entitled to damages or compensation for termination of work.
b. Consultant may terminate its obligation to provide further services under this Agreement upon thirty (30) calendar days' written notice to City only in the event of substantial failure by City to perform in accordance with the terms of this Agreement through no fault of Consultant.
8 28859.00009\29330794.1
18 Documents. Except as otherwise provided in "Termination or Abandonment," above, all original field notes, written reports, Drawings and Specifications and other documents, produced or developed for the Project shall, upon payment in full for the services described in this Agreement, be furnished to and become the property of the City.
19. Organization
Consultant shall assign Karyn Johnson, MBA as Project Manager. The Project Manager shall not be removed from the Project or reassigned without the prior written consent of the City.
20. Limitation of Agreement.
This Agreement is limited to and includes only the work included in the Project described above.
21. Notice
Any notice or instrument required to be given or delivered by this Agreement may be given or delivered by depositing the same in any United States Post Office, certified mail, return receipt requested, postage prepaid, addressed to:
CITY:
City of Gustine
352 Fifth Street
Gustine, CA 95322
Attn: City Manager
28859.00009\29330794.1
9 CONSULT ANT:
Harris & Associates
1401 Willow Pass Rd., Ste. 500
Concord, CA 94520
Attn: Karyn Johnson, MBA
and shall be effective upon receipt thereof.
22. Third Party Rights
Nothing in this Agreement shall be construed to give any rights or benefits to anyone other than the City and the Consultant.
23. Equal Opportunity Employment
Consultant represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions.
Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.
24. Entire Agreement
This Agreement, with its exhibits, represents the entire understanding of City and Consultant as to those matters contained herein, and supersedes and cancels any prior or contemporaneous oral or written understanding, promises or representations with respect to those matters covered hereunder. Each party acknowledges that no representations, inducements, promises or agreements have been made by any person which are not incorporated herein, and that any other agreements shall be void. This Agreement may not be modified or altered except in writing signed by both Parties hereto. This is an integrated Agreement.
25. Severability
The unenforceability, invalidity or illegality of any provision(s) of this Agreement shall not render the provisions unenforceable, invalid or illegal.
26. Successors and Assigns
This Agreement shall be binding upon and shall inure to the benefit of the successors in interest, executors, administrators and assigns of each party to this Agreement. However, Consultant shall not assign or transfer by operation of law or otherwise any or all of its rights, burdens, duties or obligations without the prior written consent of City. Any attempted assignment without such consent shall be invalid and void.
27. Non-Waiver
None of the provisions of this Agreement shall be considered waived by either party, unless such waiver is specifically specified in writing.
28. Time of Essence
Time is of the essence for each and every provision of this Agreement.
29. City's Right to Employ Other Consultants
City reserves its right to employ other consultants, including engineers, in connection with 10 28859.00009\29330794 I
this Project or other projects.
30. Prohibited Interests
Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no director, official, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom. 1L
28859 00009\29330794.1
SIGNATURE PAGE FOR PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF GUSTINE
AND HARRIS & ASSOCIATES
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above.
CITY OF GUSTINE HARRIS & ASSOCIATES
. 'Id_'I.3.E,= 0. . See,
Interim City Manager Its: Vt (d-a..<1.T
Pated Name:. /wc HA70057
ATTEST:
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12 28859 .00009\29330794. I
EXHIBIT A
Scope of Services
E's ioae
EXHEIT A
CITY OF GUSTINE, CALIFORNIA
FY 2024-2029 WATER AND SEWER RATE UPDATE
SCOPE OF SERVICES
OCTOBER 24, 2023
PURPOSE
The City of Gustine (City) completed a water and scwcr mate study in 20I, including five-year financial plans and schedule of water and sewer rates for FY 2019-2023 The purpose of this project is to prepare updated water and sewer financial plans and provide a propascd schedule of water and sewer rates for the current fivc-ycar pcnod. July I. 202-4, through June 30. 2029. Based on discussion with City staff Harris
update
& Associates (Harris) will utilizr the City's previous water and scwer financial'mate models and with current information. five-ycar projections. and the proposed schedule of ra1cs.
SCOPE OF WORK
A dctailed description of the tasks to be conducted by Harris is described below.
Task 1: Project Management. Review and Coordination
L.I Project Management, Harris will perform administrative:' management procedures for efficient study performance to include mteral team coordination. monthly invoicing. and regular communication with City stat regarding study progress and nay concerns regarding scope. schedule. or budget We will perform mngoing QA/QC proccduns to ensure that all study components meet client expectations and adhere to all applicable regulatory guidelines and City policies.
1.2 laitial Project Meeting. Harris will fieilitatr a virtual kick-of mecting with City staff to discuss project scope and objectives. schedule of key milestones. and the initial data request list Key areas of focus will bc discussed including financiul policies. capital funding strategics, and scnsitivitics rrgarding the level of potential mats incrcases.
1.3 Data Collection/ Validation. Harris will prepare an initial dau request list identifying the information needed for the study. We will submit this request prior to the initial project meeting to provide an opportunity for discussion of any challenges and potential work-arounds. We will review, analyze, and validate the data for ue n i formulating the technical analyses and follow up with City staff for any additional itcms or clarification
t.4luteri City Stff Reviews. Harris will schedule and facilitate up to four (4) virtual mcctngs with City staff to review preliminary fmdings, draft scenarios. final draft results for City Council presentation and final study results for the C'ity Council'Public Hearing.
Task 2: Financial Policies Review
Harris will conduct a financial policy evaluation to determine exisung practices that should be maintained and cplore alcratmve practices that might further City goals m funding utility obligations. This task will begin with a three-year historical review of water sewer utility financial reports to provide familiarity with recent utility perfornancc and serve as a baseline for policy recommendations and future projections. Financial policies wll address financial performance. infrastructure replacement funding fnm mates. prudent levels of cash nerves. and debt management We will evaluate the need for cach rescrvc or policy. the bssis for minimum nservc targets. and the financial impacts for establishing any new or revised policies. Sensitivity analyses will bc perforncd to assess customer impacts and revenue risk for all policy implications.
28859.00009\29330794.1
I• ■
13 • . .
Eh«rs ks
Task 3: Capital Funding Strategy
Harris will review the City's current water and scwer capital programs. incorporate annual capital projccts and associated costs for the five-year planning period into thr financial models, nnd escalate those costs to thc year of anticipated construction based on industry trends for inflation. Bascd on the prioritizrd annual [ivc-ycar CIP, we will design a preliminary capital funding plan for cach utility intended ta feasibly execute the capilal programs. We will evaluate an appropriate combination of resources from grants or other outside sources, cash rescrves, comnccton charges, contnbutions from rates, and new dcbt Depending on the ratr impacts of our preliminary capital fmding plans. the initial copital prioritization schedules may need to be adjusted to align with feasible projcct execution and ssociatcd ratc impacts. Wc will work closely with City staff to prcpane up to threc capital funding scenarios for cach utility.
Task 4: Financial Plan Development
4.1 Oprruting Forecast. Hanis will review and prujat rte reenurs basod on the existing level nnd structure of water and sewer rates. Growth assumptions for new customers will be based on historical trends and input from City staff We will rcvicw and project other operating rvcnuc from connection fees. interest income. and other miscellancous income sources. We will forecast opcrating and maintenance costs over the five-ycar period. Line-item detail from current operating budgets will for the baselme for this forecast We will discuss any known or anticipated additional expanses to be incorporated nto i the forecast. such as ipacts of the CIP, additional staffing. maintenance requirements, and any other future impacts that the City is nware of Economic factors will be applied for cost escalation.
42 Revenr Nerds Assessment Harris will intcgrate total revenue requirements inclusive of fisncial policies. cxisting debt service. capital funding impacts and th opcrating forecast to develop an anma] operating cash flow for cach utility over thc fivc-year period We will then companc projcctcd requirements against projected revenue der existing ntes to determine annual rate revenue adjustments needed to recover th total costs for cnch utility. We will develop a five-ycar system-wide rate reenuc adjustment strategy for each utility that provides levcl rate impacts to the extent practical.
Indicated percentage rate incrases will be applied uniformly to the existing water and scwer rate structure components. Sensitivity analyses will be performed to evaluate the impact of alternative capital funding statcgies and other input parameters as appropriate_ Representative single-family residential water and sewer bill impacts will be determined and compared against singlc-family rcsidentinl bills for up to a sclcctron of five surrounding water'sewer utilities. L/p to three rate adjustment strategies will be prepared for the City's consideration.
4.3 Five-Y'ear Schedule af Proposed Rutes. Hascd on the City's selected rate adjustment suategy for cnch utility. His will develop thc proposed schedule of water and sewer mates for thc fivc-year period Task 5: Draft and Fial Reports
$.1 Dnft Report. Harris will ppar a dmft report summarizing study assumptions methodologies. and findings of the water/sewer rate stdy and submit to City stuff in Word and pdf format far review and comment Findings of the draft rcpon will he presented at a City Council meeting (Task 1.)).
5.2 Final Report Haris will revisc the draft rport based on City camments and submit a final rcport n Word and pdf forat Findings of the final report. including the proposed five-ycar schcdule af water and sewcr rates, will bc prscnted at a Public Hearing (Task 7). An electronic copy of the updated water and scwcr financialmtc models will be submitted to the City. 14 28859.00009\29330794.1
El«rs « «scar
Task 6: Notice of Public Hearing
Harris will prepare the Notice of Public Hearing in accordance with the requirements of Article XILID of th Califoria Constitution (Proposition 218) for adoption of ncw waler and sewer rates We will prepare a draft Notice for rcvicw and commcn by City staff and legal counsel, imcorpomatc City comments. and subrnit the final Notice in Ward format to the City for distribution. Based on discussion with City staff the City will prepare the mailing list, print. and muil the Notice to property owners'customers. The City will also rccivc and tally any protests to the proposed water and sewer rntc icrcascs.
Task 7: City Council Meetings/Public Hearing
7.1 City Council Meeting. Haris will prcpare matcnals and attend one virtual City Council mccting te present the findings and recommendations of the dnft Water!Scwer Rae Study Report to the City Council. revicw the schedule of adopton of the proposed five-ycar schodlc of wnicr mnd scwer mates. and be available to answer questions
7.2 Public Hearing. Harris will prcpar materials. attend the onsite Public Hearing to present the Final Water:Sewer Rate Study Report (including the fnvc-ycar schedule of proposed water and sewer mates), and be available to answer to questions.
PROPOSED STAFF
Harris proposes 3 scnior staff with decades of ratcmaking and Proposition 218 cxpemicnor to prpare the City's water and sewer rate study and address the challenges around gaining approval of rate adjustments through the Proposition 218 proccss.
managcr
Karyn Johnsan, MBA, will serve as the Project Manager for this study. Karyn is a semior project and utility financial planning'rate consultant at Hanis. For more than 0 ycans. Karyn has performcd bundreds of financial plannmg/rat studies for watcr and scwcr utilities of diverse size and complexity. Karyn servcd as the senior rate consultant on the City of Gustine 's pnor five-ycur watcr and scwer rate study while a her previous cmployer. She is thoroughly familiar with the City's water and sewer utilities and existing water and scwer financial'rate models. Karyn will be supported by Donn Segura. MA, as Principal-in-C'hargc and Ann Hajnasz. MBA. PE. as our Quality Assurance'Control Lcsd
15 28859.00009\29330794.1
EXHIBITB
Schedule of Charges/Payments
Consultant will invoice City on a monthly cycle. Consultant will include with each invoice a detained progress report that indicates the amount of budget spent on each task. Consultant will inform City regarding any out-of-scope work being performed by Consultant. This is a time-andmaterials contract.
FEE ESTIMATE
The total cffor for the Scope of Services is estimated to be up to 162 hours for an estimated time and materials budget amount of $60,000. Details by task are shown below.
I »SR RY PiOE'YT SCA Irick- t- it wet d rate #Anter ht.a nt 44. #P 42 $ao $40 $16¢ tr# rests
.
'fih #ojct Mag v la Orlin led 4 Lt 4. tr nor -nr ±1 0 $}o fas 2naiad P-oliver friw 2no 40 1h ub $ 15u
fad t: tebtd hung thy Au u 4L A I $ 5,44¢.0
fl 4. ficl flan bvlprmnt An At 04.t 4.1.p4.0
hf k fret id fed lei, 0¢ 4.0r 48f 2no 58 00 41,44.
fad ~r se ties el lat c lM fir1Do no 1 0 1Loo $ 24000
tat ?: Ctccl' tee.guiblt blrt. f iruth . it) .
2±.0 l.00 0.o 45.
An ts f - db .6 - .
16 28859 00009\29330794.1
EXHIBITC
Activity Schedule
ESTIMATED PROJECT SCHEDULE
An outline of the preliminary schedule is provided below. All major milestones and specific dates for critical milestones will be reviewed and confined with City suaff dring the initial project meeting to make sure this schedule aligns with the City 's ncads. We will adjust the interim schedule as necessary tc meet the critical deadlines
• Notice to Proceed
• Initial Project Meeting Data Collection
• Draft Analyses
• Drat Report
• City Council Meeting: Daft Results
• Draft Public Hearing Notice
• Final Public Hearing Notice
• City Mails Public Hcaring Notice
• Fial Report
• City Council Meeting / Public Hearing
• City Council Approves Rates
e Rates Become Effective
28859.00009\29330794.1
17 on at befare Mid- November 2023
Mid to late November 2023
Mid-November 2023 through Mid February 2024
Mid February 2024
February 20, 2024
February 27. 2024
March 8, 2024
on or before March 22, 2024
March 25, 2024
May 7. 2024
on or befare Jane 1, 2024
July 1, 2024
II I Harris & Associates
AMENDMENT NO.1
EXHIBIT A
CITY OF GUSTINE, CALIFORNIA
FY 2024-2029 WATER AND SEWER RATE UPDATE
SCOPE OF SERVICES
APRIL 4, 2025
PURPOSE
The City of Gustine (City) contracted with Harris & Associates on December 18, 2023, to complete an update to their water and sewer rate study and proposed schedule of water and sewer rates for the fiveyear period, July 1, 2024, through June 30, 2029. Harris progressed with the rate study tasks based on ' available information at the time. The City suspended the study in July 2024 due to efforts to update the City Master Plans and develop capital improvement programs for the water and sewer utilities to be incorporated into the rate studies. The City has requested to re-engage with Harris to complete the rate study. The requested additional services are necessary to update the work completed to date and prepare proposed water and sewer rates for the five-year period, July 1, 2025, through June 30, 2030.
SCOPE OF WORK
The following Scope of Work identifies additional tasks to be performed:
Task 1: Project Management, Review and Coordination
1.1 Project Management. Additional project management is required for the extended duration of the study. Harris will perform administrative tasks including internal team coordination, monthly invoicing, status reporting, and regular communication with the City's project manager.
1.2 Initial Project Meeting. No additional services.
1.3 Data Collection/ Validation. Harris will prepare an updated data request list identifying the information needed for the study. We will review, analyze, and validate the data for use in formulating the technical analyses, and follow up with City staff for any additional items or clarification.
1.4 Interim City Staff Reviews. No additional services.
Task 2 : Financial Policies Review
Harris will update the financial policies review based on recent financial performance, current budgets and updated forecasts for revenues, operating and capital expenditures, and cash balances.
Task 3: Capital Funding Strategy
No additional services.
Task 4: Financial Plan Development
4.1 Operating Forecast. Harris will update the operating forecasts to incorporate the current FY 2024/2025 budget and the FY 2025/2026 budget and projections for operating revenues and expenses for the five-year planning horizon.
4.2 Revenue Needs Assessment. Harris will update the revenue needs assessment inclusive of financial policies, existing debt service, capital funding impacts, and the operating forecast to develop an annual operating cash flow for each utility over the five-year period.
4.3 Five-Year Schedule of Proposed Rates. No additional services. 40 Willow Pass Road. Suite 50n). Concord. C4 94520 p: 925 827 4900 a ww We reHaris com
11 I Harris & Associates
Task 5: Draft and Final Reports
5.1 Draft Report. No additional services.
5.2 Final Report. No additional services.
Task 6: Notice of Public Hearing
No additional services.
Task 7: City Council Meetings/Public Hearing
7.1 City Council Meeting. The original scope of services planned for attendance at a virtual City Council meeting to present the findings and recommendations of the draft Water/Sewer Rate Study Report. No additional services.
7.2 Public Hearing. The original scope of services planned for onsite attendance at the Public Hearing to present the Final Water/Sewer Rate Study Report (including the five-year schedule of proposed water and sewer rates). No additional services.
April9,2025
April 30, 2025
Mid-July 2025
Mid-July 2025
Mid-August 2025
End of August 2025
Mid-September 2025
September 16, 2025
September 23, 2025
No later than October 3, 2025
No later than October 3, 2025
November 18, 2025
• Data Colleen n - Capital Programs
• Public Hearing Notice into Producti
• Fina Report
• City Mails Public Hearing Notice
• Public Hearing/Rate Approval
• Rates Become Effective
ESTIMATED PROJECT SCHEDULE
An outline of the preliminary updated schedule is provided below. All major milestones and specific dates for critical milestones will be reviewed and confirmed with City staff to make sure this schedule aligns with the City's needs. We will adjust the interim schedule as necessary to meet the critical deadlines.
■■ I Harris & Associates
PROPOSED STAFF
No changes to Harris staff.
FEE ESTIMATE
The total effort for the additional Scope of Services is estimated to be up to 56 hours for an estimated time and materials budget amount of $13,440. Details by task are shown below.
TASKS BY PROJECT ROLE Principal-in- 0A/ac Charae Manaaer Project Analyst Admln TOTAL TOTAL FEE
Blllina Rates: $270 $280 $240 $160 $130 HOURS
Task 1: Project Management, Review and Coordination 20.00 20.00 $ 4,800.00 Task 2: Financial Policies Review 4.00 4.00 $ 960.00
Task 3: Capital Funding strategy . $
Task 4: Financial Plan Development 32.00 32.00 $ 7,680.00 Task 5: Draft and Final Reports $ .
Task 6: Notice af Public Hearing $
'Task 7: Cty Council Meetings / Public Hearing [1 virtual; 1 onsite] . $ TOTAL PRoEcr . 56.00 . . ' 56.00 13,440.00
t«to/mn Ou yM Meng
Chy k (Moo
12/1(9\7%
3
City of Gustine Water/Sewer Rate Update
AMENDMENT NO. 1
UPDATED WATER/SEWER RATE STUDY SCHEDULE
DECEMBER 4, 2025
Schedule of Milestones:
Schedule is contingent upon receiving CIPs by January 30, 2026. Schedule could potentially be adjusted to shift forward by 3 weeks for Public Hearing on June 9, 2026, for rate effective date of July 9, 2026
1. Notice to Proceed:
2. Data Collection - Initial Data Request
3. Staff Review - Draft Baseline Analysis (operations only)
4. Data Collection - Capital programs
5. Staff Review - Final Draft results
6. Draft Report/ Draft Public Hearing Notice
7. City Council Meeting - Final Draft Results
8. Final Public Hearing Notice
9. Public Hearing Notice into Production (City)
10. Mail Public Hearing Notice (City)
11. Final Report
12. Public Hearing/ Rate Approval
13. Rates become effective
H I Harris & Associates.
April 9, 2025
No later than December 15, 2025
Mid-January 2026
No later than January 30, 2026
End of February 2026
March 10, 2026
March 17, 2026 (April 7, 2026)
March 20, 2026
March 23, 2026
No later than April 3, 2026
April 3, 2026
May 19, 2026 (June 9, 2026)
July 1, 2026 (July 9, 2026)
B I Harris & Associates
AMENDMENT NO. 2
EXHIBIT A
CITY OF GUSTINE, CALIFORNIA
FY 2027-2032 WATER AND SEWER RATE UPDATE
SCOPE OF SERVICES
JULY 22, 2026
PURPOSE
The City of Gustine (City) contracted with Harris & Associates on December 18, 2023, to complete an update to their water and sewer rate study and proposed schedule of water and sewer rates for the five-year period, July 1, 2024, through June 30, 2029. Harris progressed with the rate study tasks based on available information at the time. The City suspended the study in July 2024 due to efforts to update the City Master Plans and develop capital improvement programs for the water and sewer utilities to be incorporated into the rate studies. The City has requested to re-engage with Harris to complete the rate study. The requested additional services are necessary to update the work completed to date and prepare proposed water and sewer rates for the five-year period, July 1, 2027, through June 30, 2032.
SCOPE OF WORK
The following Scope of Work identifies additional tasks to be performed:
Task 1: Project Management, Review and Coordination
1.1 Project Management. Additional project management is required for the extended duration of the study.
Harris will perform administrative tasks including internal team coordination, monthly invoicing, status reporting, and regular communication with the City's project manager.
1.2 Initial Project Meeting. No additional services.
1.3 Data Collection/Validation. Harris will prepare an updated data request list identifying the information needed for the study. We will review, analyze, and validate the data for use in formulating the technical analyses, and follow up with City staff for any additional items or clarification.
1.4 Interim City Staff Reviews. No additional services.
Task 2: Financial Policies Review
Harris will update the financial policies review based on recent financial performance, current budgets and updated forecasts for revenues, operating and capital expenditures, and cash balances.
Task 3: Capital Funding Strategy
No additional services.
Task 4: Financial Plan Development
4.1 Operating Forecast. Harris will update the operating forecasts to incorporate the current FY 2024/2025 budget and the FY 2025/2026 budget and projections for operating revenues and expenses for the five-year planning horizon.
4.2 Revenue Needs Assessment. Harris will update the revenue needs assessment inclusive of financial policies, existing debt service, capital funding impacts, and the operating forecast to develop an annual operating cash flow for each utility over the five-year period.
4.3 Five-Year Schedule of Proposed Rates. No additional services. 140 Willow Pass Road. Suite 500. Concord. CA 94520 m p: 925 827 4900 ww WeAreHartis.com
Lil«as s ssosae
Task 5: Draft and Final Reports
No additional services.
Task 6: Notice of Public Hearing
No additional services.
Task 7: City Council Meetings/Public Hearing
No additional services.
ESTIMATED PROJECT SCHEDULE
An outline of the preliminary updated schedule is provided below. All major milestones and specific dates for critical milestones will be reviewed and confirmed with City staff to make sure this schedule aligns with the City's needs. We will adjust the interim schedule as necessary to meet the critical deadlines. • Notice to Proceed
• Data Collection - Initial Data Request
• Data Collection - Capital Programs
• Data Collection -- Fiscal Year End data
• Staff Review: First Draft Analyses
• Staff Review: Final Draft Results
• Draft Report and Draft Notice
• City Council Meeting: Draft Results
• Public Hearing Notice into Production
• Final Report
• City Mails Public Hearing Notice
• Public Hearing/Rate Approval
• Rates Become Effective
September 1, 2026
September 15, 2026
September 15, 2026
September 15, 2026
Early January 2027
End of January 2027
February 2027
February 2027
February 2027
March 2027
March 2027
May 2027
July 1, 2027
PROPOSED STAFF
Harris has updated the proposed project team to reflect current staffing while maintaining project continuity and the same high level of technical expertise. Donna Segura will serve as both Principal-in-Charge and Project Manager, providing overall project oversight, client coordination, and technical leadership throughout the rate study update. Ann Hajnosz will continue to provide independent Quality Assurance/Quality Control (QA/QC) review to ensure the technical accuracy and quality of all project deliverables. Anthony Duarte will serve as the Senior Analyst, leading the technical analysis, financial modeling, and development of the updated water and sewer rate recommendations.
2
B I Harris & Associates
FEE ESTIMATE
The total effort for the additional Scope of Services is estimated to be up to 101 hours for a time-and-materials budget not to exceed $25,830. The proposed fee reflects the additional effort required to complete the revised Scope of Services, Harris' current 2026 billing rates, and the revised project staffing described above following the City's suspension and subsequent re-engagement of the project. A detailed breakdown of the estimated hours and fees by task is provided in the table below.
City of Gustine water/Sewer Rate Study -ADDITIONAL SERVICES July 22, 2026 TASKS BY PROIECT ROLE Principal4n- Chane a/ac grace Project Analyst Admin
TOTAL HOURS TOAL FEE
BtRing Rates: $270 $310 $310 $165 $130
Task 1: Project Management, Review and Coordination 2.00 10.00 8.00 20.00 $ 4,270.00 Task 2: Financial Policies Review 1.00 2.00 3.00 s 600.00 Task 3: Capital Funding Strategy s
Task 4: Financial Plan Development 16.00 62.00 78.00 $ 13,760.00 Task 5: Draft and Final Reports $
Task 6: Notice of Public Hearing s
Task 7: City Council Meetings / Public Hearing [1 virtual; 1 onsite] $ .
TOTAL PROIEC 3.00 26.00 72.00 . 101.00 18,630.00
2026 Billing Rate Adjustment] S 7,200.00
: 44
RESOLUTION 2026-XXXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GUSTINE AUTHORIZING THE CITY MANAGER TO EXECUTE AMENDMENT NO. 2 WITH HARRIS &
ASSOCIATES TO EXTEND THE TERM OF THE AGREEMENT FOR A WATER AND SEWER RATE STUDY
WHEREAS, the City of Gustine entered into a professional services agreement with Harris & Associates on December 18, 2023 to perform a water and sewer rate study; and WHEREAS, the contract and project was paused to accommodate for updates to the city's infrastructure master plans and to plan and incorporate multiple capital improvement projects; and
WHEREAS, the existing agreement requires an updated schedule of services, and lengthened term; and
WHEREAS, the cost for the aforementioned services have been accounted for in the City's adopted FY26/27 financial budget; and
WHEREAS, in working with the consultant, staff has prepared Amendment No. 2 to the agreement to accommodate an updated activity schedule and to extend the agreement term through July 1, 2027, providing a water and sewer rate study from July 1, 2027 through June 30, 2032;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Gustine does hereby authorize the City Manager to execute a Contract Amendment No. 2 with Harris & Associates.
THE FOREGOING RESOLUTION of the City Council of the City of Gustine was passed by the City Council at a regular meeting held on the 18th of August 2026, and the resolution was adopted by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
APPROVED:
Patrick Nagy, Mayor
City of Gustine
ATTEST:
Desirae Porras, Deputy City Clerk
City of Gustine
ITEM NO. 6
COUNCIL AGENDA ITEM
AUGUST 18, 2026
PREPARED BY: Mario B. Gouveia, City Engineer
SUBJECT: Presentation and Adoption of the Updated Sewer Master Plan STRATEGIC PLAN GOALS: 5. Robust Infrastructure
BACKGROUND
The City of Gustine (City) contracted with Gouveia Engineering, Inc. to prepare an updated Sanitary Sewer Master Plan to replace the 2003 plan and provide a comprehensive evaluation of the City's sewer collection and conveyance system's current needs through buildout. The updated plan incorporates the City's 2025 Zoning Map, the 2024-2032 Housing Element, and current annexation areas. As noted in the Executive Summary, the City's sanitary sewer service area is projected to grow from 870 Acres to approximately 1,825 Acres, with population increasing from 6, 138 to 11,616 at buildout.
ANALYSIS/DISCUSSION
The following information summarized below is presented to Council to review the findings, recommendations, and capital improvement program described in the Sanitary Sewer Master Plan.
The Sewer Master Plan identifies several key system needs:
• Existing System Deficiencies: There are recommendations to address sewer system maintenance challenges that include the replacement of 80 brick manholes and the replacement of approximately 42,866 feet of Vitrified Clay Pipe (VCP). There are also three locations that experience a surcharged condition based on design flows and require improvement. o North Avenue: extend the existing pipeline East to a connection in the alley between 1s' Street and 2n Street.
o Laurel A venue: Reconfigure the existing sewer line by separating it into two separate segments.
o Linden Sewer Pump Station: Pump Station upgrade, changes to conveyance and bypass piping.
• Future System Requirements [buildout demands); To meet projected buildout demand, conceptual system routing was identified, along with Sewer Main upgrades to approximately 1,200 LF of 8" Sewer Main to 12" on Meredith Ave, upgrade approximately 800 LF Sewer Main from 8" to 1 0" on Grove Ave, upgrade approximately 2,700 LF of 18" Sewer Main to 2 1 " to accommodate industrial flows, upgrade approximately 700 LF of 15" Sewer Main to 18" to accommodate industrial flows (East Wallis to Carnation Rd), and upgrade the middle school pump station.
• Capital Improvement Program: Total recommended improvements are estimated at $33 million, with approximately $27.7 million attributable to existing users and $5.3 million to future development.
The Presentation will provide Council with further detailed information of the system conditions, modeling results and recommended improvements.
COMMUNITY OUTREACH
No formal outreach has been conducted at this stage. Public engagement will occur as individual capital projects move forward.
FISCAL IMPACT
There is no immediate fiscal impact associated with receiving the Sewer Master Plan. The plan will guide future rate studies, capital planning, and pursuit of state and federal funding opportunities. As noted in the plan, Gustine's status as a Disadvantaged Community strengthens eligibility for external funding.
The fee for updating the master plan was accounted for in the adopted FY2025/2026 budget, and carried over into the City's FY2026-2027 financial budget.
STRATEGIC PLAN GOALS
This item supports goal #5, Robust Infrastructure, objective #4, Meet the demand of sewer and water capacity.
RECOMMENDATION
Staff recommends that the City Council receive the presentation, provide comment, and consider approving a resolution adopting the updated Sewer Master Plan (August 2026).
EXHIBIT(S)
A) Draft 2026 Sanitary Sewer Master Plan (Gouveia Engineering, Inc.) B) Resolution
APPROVED BY:
------------- Me I an i e Correa, City Manager
CITY OF GUSTINE
SANITARY SEWER MASTER PLAN
DRAFT REPORT
August 2026
PREPARED BY
GOUVEIA ENGINEERING, INC.
CONSUL TING ENGINEERS
456 SIXTH STREET
GUSTTNE, CA 95322
Table of Contents
Executive Summary 4
Introduction 4
Study Area 4
Wastewater Flows 4
Capacity Evaluation 5
Proposed Improvements 5
Capital Improvement Plan 6
1.0 Introduction 7
1.1 Purpose 7
1.2 Scope of Services 7
1.3 Study Methodology 7
1.4 Project Team 8
1.5 Report Organization 8
2.0 Study Area 10
2.1 Existing Sewer Service Area 10
2.2 Buildout Sewer Service Area 10
2.4 Climate 12
2.5 Topography 12
3.0 Existing Wastewater Collection System 13
3 .1 Gravity Collection System 13
3.2 Lift Stations and Force mains 13
3.2 Stormwater Collection 14
4.0 Wastewater Flows 15
4.1 Average Dry Weather Flow and Base Wastewater Flow 15
4.2 Infiltration and Inflow 15
4.3 Wet Weather Flows 16
4.4 Existing and Projected Design Flows 16
5 .0 Planning Criteria 18
5.1 Gravity Sewers 18
Manning Coefficient (n) 18
Peak Flow Criteria 18
Design Velocities and Minimum Slopes 19
2
Changes in Pipe Size 20
5.2 Lift Stations and Force Mains 20
6.0 Hydraulic Model Development 21
6.1 Modeling Software 21
6.2 Hydraulic Model Elements 21
6.3 Model Wastewater Loads 22
6.4 Model Base Wastewater Flows 23
6.5 Model Scenarios 24
6.6 Model Calibration 24
7.0 Existing Capacity Evaluation 25
7 .1 Existing Conditions 25
7.2 Improvements Recommended for Existing Sewer System 25
7.3 Improvements Recommended to address Sewer System Maintenance Challenges 26
8.0 Buildout Sewer System Analysis 27
8.1 Buildout Conditions 27
8.2 Buildout Analysis 27
8.3 Buildout Recommendations 27
9.0 Recommended Capital Improvement Program 29
9.1 Total Capital Costs 30
9.2 Collection System 30
9.3 Lift Stations 30
9.4 Force Mains , 30
9.5 Other Costs 30
9.6 Implementation Strategy 31
10.0 References 32
Appendices 33
3
Executive Summary
This executive summary presents a brief background of the City of Gustine (City) wastewater collection system, the need for this master plan update, proposed improvements to mitigate existing system deficiencies, and proposed expansion projects. A summary of capital improvement project costs is included at the end of this summary.
Introduction
The City is located in the Merced County of Central California as shown in Figure ES-1. The City has contracted with GOUVEIA Engineering, Inc. (GOUVEIA) to prepare this Sanitary Sewer Master Plan. The objective is to assess the City's wastewater collection system for retrofit, upgrade, and expansion needs. This Master Plan is an update to the 2003 Sanitary Sewer Master Plan prepared by Larry Walker Associates (City of Gustine, 2003). It is based on the City's 2025 Zoning Map, 2024-2032 Merced County Multi-Jurisdictional Housing Element Update, and the City's annexation plans.
Study Area
The existing sanitary sewer service area of approximately 870 acres is shown in Figure ES-2. It is characterized by residential, commercial, and industrial land uses. It is roughly bordered by the Central California Irrigation District (CCID) channel to the west, Highway 140 to the north (including Gustine High School and residential estate development), Hunt Road to the east (including subdivision just east of Hunt Road and south of Carnation Road), and Sullivan Road to the south.
The buildout land use of the City is shown in Figure ES-3. The City's sanitary sewer service area is projected to grow to approximately 1,825 acres by buildout of the residential portion, representing more than a doubling of the existing service area. The population is projected to grow by approximately 90 percent from 6,138 in 2024 to 11,616 by buildout as shown in Table ES-1. The City's existing sewer system will need to be expanded to adequately serve existing and new customers.
Table ES-1. Existing and Projected Population
Existing (2024) Buildout
Population 6,138 11,616
Wastewater Flows
A summary of the existing and buildout base wastewater flow (BWF) and the peak wet weather flow (PWWF) is presented in Table ES.2. The City's BWF is projected to roughly double from 4
0.82 million gallons per day (mgd) to 1.71 mgd by buildout. The PWWF is projected to increase from 1.67 mgd to about 2.75 mgd by buildout which is an increase of approximately 65-percent.
Therefore, the City's PWWF to BWF peaking factor is projected to decrease from roughly 2.04 to 1.60.
Table ES-2. Gustine Existing and Projected Wastewater Flows Wastewater Flows
PDWF PWWF Peaking
BW!a) PDW Peaking PWWF Factor
Year (mgd) (mgd) Factor (mgd)
Existing (2024) 0.82 1.22 1.49 1.67 2.04
Buildout 1.71 2.53 1.48 2.75 1.60
BWF = Base Wastewater Flow.
(bPDWF = Peak Dry Weather Flow.
GGPWWF = Peak Wet Weather Flow.
Capacity Evaluation
The existing and buildout capacity analyses identified areas of the sewer system where flow restrictions occur or where pipe capacity is insufficient to convey design flows. Sewers that lack sufficient capacity to convey design flows create bottlenecks in the collection system that can cause sanitary sewer overflows (SSOs).
Manholes where the maximum flow to full flow ( q/Q) ratio exceeded 1.15 were flagged in accordance with the established flow depth criteria for sewers. Each pipeline with a maximum q/Q in excess of 1.15 was reviewed on a case-by-case basis to determine if a capacity improvement project was warranted.
Proposed Improvements
The City's existing wastewater collection system generally has sufficient capacity to convey current PWWFs without exceeding the established flow depth criterion. However, there are a few areas where capacity restrictions lead to flow depths that exceed allowable levels. Following the completion of the existing system analysis, improvement projects and alternatives were identified to mitigate existing system pipeline capacity deficiencies.
The buildout system analysis was performed in a manner similar to the existing system analysis.
The purpose of the buildout system evaluation is to verify that the existing system improvements were appropriately sized to convey buildout PWWFs, and to identify the locations of sewers that are adequately sized to convey existing PWWFs, but cannot convey buildout PWWFs. New trunk sewers were added to the hydraulic model and sized to service major growth areas beyond the current City sewer service area.
5
Capital Improvement Plan
The cost estimates presented in the capital improvement plan (CIP) have been prepared for general master planning purposes and for guidance in project evaluation and implementation.
The final costs of a project will depend on actual labor and material costs, competitive market conditions, final project scope, implementation schedule, and other variable factors such as preliminary alignment generation, investigation of alternative routings, and detailed utility and topography surveys.
A summary of the existing and future user cost share for the proposed projects by phase is summarized in Table ES.3. $27.7 million is needed to improve the existing sewer system. A cost of about $5.3 million to upgrade existing sewers to accommodate buildout flows.
Table ES-3. Recommended Water System Capital Improvement Program Estimated Cost,
Category Capital Improvement $1,000,000
Existing Users Improvements to Existing System 27.7
Future Users Future Facilities 5.3
Total 33
6
1.0 Introduction
1.1 Purpose
This report documents the Sanitary Sewer Master Plan (Master Plan) of the City of Gustine (City). The City is located in Merced County of the Central San Joaquin Valley as shown in Figure 1-1. The purpose of this Master Plan is to help the City plan and expand its sanitary sewer system to meet the wastewater flows of its growing population through buildout of the Sphere of Influence minus the large agricultural/ commercial land uses on the outskirts. It is recommended that the City review this Master Plan periodically to track the progress of the recommended capital improvement program.
This Master Plan is an update to the 2003 Sanitary Sewer Master Plan prepared by Larry Walker Associates. It is based on the City's 2025 Zoning Map, 2024-2032 Merced County MultiJurisdictional Housing Element Update, and the City's annexation plans. The City's growth is being driven primarily by infill within the current City limits and planned development within the City's Sphere of Influence.
This chapter presents the purpose, scope, project approach, key definitions, and report organization.
1.2 Scope of Services
Gouveia Engineering Inc. (Gouveia) was contracted by the City to prepare this Master Plan. The scope of services includes the following:
I.
II.
III.
IV.
V.
VI.
VII.
VIII.
1.3 Executive Summary
Introduction
Study Methodology
Evaluation Results
Recommendations
Tables
Figures
Appendices
Study Methodology
This master planning process included data collection, engineering analyses, and communication with City staff. Previous reports and technical memoranda prepared for the City were used as background information. These included the City's 2003 Sanitary Sewer Master Plan and other studies.
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These reports and memoranda were supplemented by field data collection including a survey of manhole locations, pipeline sizes, and manhole rim elevations. Data was also collected on the City's historical wastewater production and operations. The engineering analyses included compiling the collected data and developing a computer model of non-storm system flows that was used to model existing and future conditions.
Discussions were held with City staff to solicit input through progress meetings and telephone conversations. The City's staff instrumental in successfully completing this Master Plan are shown in Table 1-1 , for which we are grateful.
Table 1-1. City Project Officers
Position Name Email Telephone
City Manager Melanie Correa Mcorrea @cityofgustine.com 209-854-6471 Account Clerk Fabiola Caballero [email protected] 209-854-6471 Finance Director Jennifer Morrison [email protected] 209-854-64 71
1.4 Project Team
The main Gouveia project staff are shown in Table 1-2.
Table 1-2. Gouveia Project Officers
Position Name Email Telephone
Project Manager Danny Reed [email protected] 209-854-3300 Principal-In-Charge Mario Gouveia [email protected] 209-854-3300
1.5 Report Organization
Following this introductory chapter, this Master Plan includes the following chapters:
• Chapter 2-Study Area provides background information such as population and land use on the City's sanitary sewer service area.
• Chapter 3 - Existing Wastewater Collection System provides background information on the City's wastewater collection system including the gravity collection system and lift stations.
• Chapter 4-Wastewater Flows presents historical wastewater flows including base wastewater, average annual, average dry weather, infiltration and inflow, peak dry weather, and peak wet weather flows.
• Chapter 5 - Planning Criteria and Design Flows presents the planning and design criteria used as a basis for assessing the adequacy of the existing wastewater collection system and for proposing future system facilities.
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• Chapter 6- Hydraulic Model Development describes the development of the City's computer hydraulic model which was used in simulating the sanitary sewer system operations.
• Chapter 7-Existing Capacity Evaluation presents the analysis of the existing water distribution system facilities in comparison to the City's planning criteria. • Chapter 8- Buildout Sewer System Analysis presents the future system sewers and other facilities needed to satisfy the City's planning criteria. • Chapter 9- Recommended Capital Improvement Program details the proposed wastewater collection system improvements and associated costs resulting from this master planning effort.
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2.0 Study Area
2.1 Existing Sewer Service Area
The City of Gustine is located about 29 miles west of the City of Merced and about 5 miles east ofinterstate 5. State Highways 33 and 140 intersect at the City. The existing sanitary sewer service area is shown in Figure 2-1.
The service area is approximately 870 acres. It is roughly bordered by the Central California Irrigation District (CCID) channel to the west, Highway 140 to the north (including Gustine High School and residential estate development), Hunt Road to the east (including subdivision just east of Hunt Road and south of Carnation Road), and Sullivan Road to the south.
2.2 Buildout Sewer Service Area
Sewer infrastructure development and improvements are generally required to support anticipated growth within the City of Gustine's Sphere ofinfluence (SOI). The land use in the SOI is shown in Figure 2-2 and totals approximately 3,400 acres.
The assumed buildout area for sewer service expansion was calculated by subtracting the land use on the outskirts of the City designated as agricultural commercial on Figure 2-2. The agricultural commercial is really agricultural land may have their own septic tanks. Furthermore, this agricultural land was not planned for in the 2003 Master Plan; therefore, it was not taken into account in this Master Plan either.
The buildout sanitary sewer service area is comprised of the existing service area of 870 acres plus 955 acres of undeveloped land within the City's Sphere ofinfluence, totaling 1,825 acres. If this area changes, future Master Plans must account for the change accordingly.
2.3 Historical Population
The historical population of the City of Gustine is shown in Table 2-1. The population data is based on the California Department of Finance (DOF) estimates. The DOF estimates are from the E-4 Population Estimates for Cities, Counties, and the State, with 1990, 2010, and 2020 Census Benchmarks.
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Table 2-1. City of Gustine's Population
Year Population Growth Rate, %
1998 4,377 5.85
1999 4,473 2.19
2000 4,862 8.70
200] 5,071 4.30
2002 5,237 3.27
2003 5,352 2.20
2004 5,416 1.20
2005 5,352 -1.18
2007 5,282 -1.31
2008 5,339 1.08
2009 5,412 1.37
2010 5,520 2.00
2011 5,601 1.47
2012 5,667 1.18
2013 5,767 1.76
2014 5,785 0.31
2015 5,851 1.14
2016 5,933 1.40
2017 5,991 0.98
2018 6,061 1.17
2019 6,070 0.15
2020 6,079 0.15
2021 6,103 0.39
2022 6,005 -1.61
2023 5,978 -0.45
2024 6,035 0.95
2025 6,021 -0.23
(Data from State of California Department of Finance.
The population of the City grew on average at an annual rate of 0.76 percent from 2002, when the 2003 Sanitary Sewer Master Plan was developed, to 2025. The City had its greatest annual population growth rate of 8. 7 percent in 2000 and its greatest decline of 1.6 percent in 2022.
The United States (US) economy in the year 2000 was at the tail end of the longest economic expansion in history, characterized by robust growth, low inflation, and a federal budget surplus.
However, the US economy in 2020 experienced the worst contraction since World War II, shrinking by 3.5% annually due to the COVID-19 pandemic. This led to widespread lockdowns, massive job losses, and business closures. The effect on the City of Gustine was a stagnation in population from 2020 to 2025 as shown in Table 2-1.
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2.4 Climate
Gustine has a semi-arid Mediterranean climate characterized by hot, dry summers and cool, wet winters. The summers last from June to September. They are generally hot and arid with clear skies. July is typically the hottest month, with average high temperatures reaching between 94 °F and 98°F, though peaks can exceed 100°F.
The winters in Gustine last from November to February. They are short, cold, and wet.
December is generally the coldest month, with average lows of 37°F to 39°F and highs around 58°F. While it is the "wet" season, temperatures rarely drop below freezing.
Relative humidity is low during the hot, dry summer months and often dropping between 10% and 40% during the day. Humidity levels can spike into the 60% to 80% range during the cool early morning hours or in the winter. This results in comfortable dew points even when temperatures are high.
Gustine receives approximately 11 to 13 inches of annual precipitation, primarily falling between late October and early April. February and January are the wettest months, while summer months often see zero rainfall. Gustine doesn't receive any snowfall.
2.5 Topography
Gustine is characterized by a predominantly flat landscape with an average elevation of approximately 98 to 101 feet above mean sea level (asl). The topography is dominated by human-managed land, with 93% of the area within two miles covered by agriculture.
The surrounding landscape is influenced by various water features, including the Merced River, Mud Slough, Salt Slough, and Shag Slough. The city itself is flat but significant elevation changes ofup to 4,300 feet asl occur approximately 50 miles away as the valley transitions into California's coastal ranges to the west and the Sierra Nevada to the east. 12
3.0 Existing Wastewater Collection System
The City's wastewater collection system consists of gravity sewers, lift stations, and manholes.
The collected wastewater is conveyed to the Gustine Wastewater Treatment Facility (WWTF), which is located on Carnation Road to the east of the existing service area. The existing wastewater collection system is shown in Figure 3-1.
3.1 Gravity Collection System
The gravity collection system is comprised of trunk and lateral sewers varying in diameter from 6 to 24 inches. The sewers are made up of vitrified clay, concrete, asbestos cement, and PVC pipelines.
There are two trunk mains that run parallel to each other for about 1.5 miles along Carnation Road to convey the City's wastewater to the WWTF. One of the trunk mains is 12 inches in diameter and the other is 24 inches. The 24-inch trunk line is vitrified clay and the 12-inch main is PVC.
Interviews with the contract operator for the City's collection system indicated no system overflow or significant line problems. However, maintenance staff did indicate that the Highway 33 (South Avenue) and Meredith Avenue lines present the greatest problems with regard to capacity and clean-out issues.
The sewer along Highway 33 runs from Highway 140 to South Ave. This carries mainly the wastewater flows from the two largest contributors, namely Hillview Packing and Saputo Dairy Foods. This segment is comprised of vitrified clay that are prone to sedimentation and blockage.
3.2 Lift Stations and Force mains
The City operates three wastewater lift stations as shown in Figure 3-1 and Table 3-1. The Middle School Lift Station pumps into a 400-foot force main. The Linden Lift Station pumps into a 145-foot force main and the North Avenue Lift Station pumps into a 65-foot main. The City also has a pump station where the trunk mains on Carnation Road terminate at the WWTF.
This pumps the wastewater into the various ponds at the WWTF. 13
Table 3-1. Lift Stations
Address Number of Capacity per Pump Firm Capacity
Facility Pumps (gpm) (gpm)
Linden A venue Linden A venue & 2 350 700
Lift Station Meredith A venue
Middle School Gustine Middle School 2 1,000 2,000
Lift Station
North A venue Lift North Avenue & Via Jodi 2 207 414
Station
3.2 Stormwater Collection
The City's wastewater collection system is not a combined sewer system that collects stormwater. However, the easternmost subdivision of the City does not have a stormwater collection system. It is generally bounded by East Avenue, E Wallis Avenue, Sylvia Street, and Fairview Avenue. The stormwater from this subdivision is diverted into the trunk main sewer along Carnation Road.
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4.0 Wastewater Flows
This section describes the components of wastewater taken into account in this Master Plan. The following sections describe the City's wastewater components.
4.1 Average Dry Weather Flow and Base Wastewater Flow
The Average Dry Weather Flow (ADWF) is the average flow that occurs on a daily basis during the dry weather season. It includes the BWF generated by the City's residential, commercial, and industrial customers, plus dry weather groundwater infiltration (GWI) component.
GWI enters the sewer system when the groundwater table is higher than the elevation of the sewers. Susceptible sewers allow infiltration through defects such as cracks, misaligned joints, and broken pipelines. The dry weather GWI into the collection system of Gustine is insignificant because the groundwater table is much lower than the sewers. Therefore, the ADWF and the BWF are the same for the City of Gustine. Consequently, throughout the remainder of this Master Plan, the term BWF will be used interchangeably with the term ADWF.
BWF has a general diurnal pattern based on wastewater production during the day as shown in Figure 4-1. Residential wastewater production starts rising around 3 :00 AM and peaks around 6:00 AM as people leave for work and school. The flow then starts dropping with average flows being maintained between 9:00 AM and 4:00 PM. Another peak occurs in the evening as people return home.
Commercial and industrial patterns typically have more consistent higher flows during business hours and lower flows at night as shown in Figure 4-1. The industrial contribution of Gustine, which comprises 40 to 60 percent of the total flow, is primarily from two agricultural companies which are Hillview Packing and Saputo Dairy. These industrial flows have little seasonal variability and have only minor peaks over the course of the day.
The peak dry weather flow (PDWF) is the highest observed hourly flow in the collection system during the dry weather season. The City's WWTF peaks are dampened compared to the typical municipal treatment plant influent because of the significant influence of the constant industrial input. The highest monthly flow rates are typically experienced in the months of August, September, and October. The PDWF is used to evaluate the capacity of the collection system.
4.2 Infiltration and Inflow
All wastewater collection systems have some infiltration and inflow (VI). Infiltration is defined as storm water flows that enter the sewer system by percolating through the soil and then through defects in pipelines, manholes, and joints. Infiltration and inflow (1/1) can have a significant effect on municipal sewer systems.
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The adverse effects of I/I entering the sewer system is that it increases both the flow volume and peak flows. If too much I/I enters the sewer system such that the sewer system is operating at or above its capacity, sanitary sewer overflows (SSOs) could occur.
4.3 Wet Weather Flows
WWF includes BWF, wet weather GWI, and storm water 1/1. The response in the sewer system to rainfall is seen immediately with inflow or within hours after the storm as trench infiltration.
GWI in WWF is not specific to a single rainfall event, but rather affects the sewer system over the entire wet weather season. The groundwater table rising above the pipe invert elevation causes GWI. Furthermore, sewers within close proximity to a body of water can be greatly influenced by groundwater effects. As the groundwater table fluctuates over the wet weather season, this fluctuation is seen as a mounding effect in flow monitoring data. Wet weather GWI is negligible for Gustine.
Peak wet weather flow (PWWF) is the highest observed flow that occurs following a design storm event. PWWF is typica11y used for designing sewers and lift stations. Therefore, the PWWF and the "Design Flow" are used interchangeably.
4.4 Existing and Projected Design Flows
The City's historical, existing, and projected buildout wastewater flows to the WWTF are shown in Table 4-1. The sewer system currently conveys an average of 0.82 million gallons per day (mgd) ofBWF to the City's WWTF.
The City's BWF is projected to roughly double from 0.82 million gallons per day (mgd) to 1.71 mgd by buildout. The PWWF is projected to increase from 1.67 mgd to about 2.75 mgd by buildout which is an increase of approximately 65-percent. Therefore, the City's PWWF to BWF peaking factor is projected to decrease from roughly 2.04 to 1.60. 16
Table 4-1. Gustine Existing and Projected Wastewater Flows Wastewater Flows
PDWF PWWF Peaking
BW PD Wt Peaking PWWE Factor
Year (mgd) (mgd) Factor (mgd)
2022 0.71 1 . 18 l.66 1.38 l.94
2023 0.70 0.88 1.26 1.65 2.35
Existing (2024) 0.82 1.22 1.49 l.67 2.04
Buildout 1.71 2.53 1.48 2.75 1.60
GBWF = Base Wastewater Flow.
bpDWF = Peak Dry Weather Flow.
(cPWWF = Peak Wet Weather Flow.
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5.0 Planning Criteria
The capacity of the City of Gustine's wastewater collection system was evaluated based on the planning criteria defined in this chapter. The planning criteria address the collection system capacity, gravity sewer pipe slopes, and maximum allowable depth of flow within a sewer.
5.1 Gravity Sewers
Gravity sewer capacities are dependent on many factors. These include the roughness of the pipe, the chosen maximum allowable depth of flow downstream, limiting velocity, and slope. The following sections describe the factors that account for. the determination of existing and future sewer capacities.
Manning Coefficient (n)
The manning coefficient 'n' is a friction coefficient that varies with respect to pipe material, pipe size, flow depth, smoothness of joints, root intrusion, and other factors. The manning coefficient typically ranges between 0.011 and 0.017, with 0.013 being a representative value used for master planning.
Peak Flow Criteria
The primary criteria used to identify capacity deficient sewers or to size new sewers are the maximum flow depth to pipe diameter ratio (d/D) and the peak flow to pipe capacity ratio (q/Q).
The d/D value is defined as the depth of flow (d) in a pipe during peak (design) flow divided by the pipe's diameter (D). The q/Q is defined as the maximum flow rate in a pipe (q) divided by the maximum flow capacity of the pipe (Q).
The criteria for evaluating existing sewers and for sizing new trunk lines are summarized in Table 5-1. They are based on industry standards.
Table 5-1. Maximum Flow Depth Criteria
Maximum Flow Depth for Existing Sewers
Peak Wet Weather Flow Maximum q/Q = 1.15
Maximum d/D for New Sewers
Pipe Diameter (inches) Maximum d/D Ratio (during Peak Flows) Less than 12 0.50
12 to 18 0.67
Larger than 1 8 0.75
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Flow Depth for Existing Sewers
The peak flow criteria for existing sanitary sewers are established based on the acceptable risk tolerance of the utility, local standards and codes, and other factors. Using a more conservative criterion for evaluating existing sewers may lead to unnecessary replacement of existing pipelines. Conversely, a more lenient criteria could increase the risk of SSOs. Therefore, the maximum allowable peak flow criteria should be established to be as cost effective as possible while reducing the risk of SSOs.
It is recommended that a maximum q/Q ratio of 1.15 be used to identify capacity deficient sewers for Gustine. This means a pipeline will be considered capacity deficient if the peak flow is I 5 percent over capacity.
Flow Depth for New Sewers
It is common practice to adopt a variable flow depth criterion for various pipe sizes when designing sewers. Design d/D ratios typically range from 0.50 to 0.92, with the lower values typically used for smaller pipes, which may experience flow peaks greater than design flow or blockages from debris.
The maximum d/D value for pipelines less than 12-inches in diameter is 0.5 or 50 percent of the pipeline depth. The maximum d/D for pipelines 12- to 18-inches in diameter is 0.67 and 0.75 for pipelines larger than 18-inches in diameter.
Design Velocities and Minimum Slopes
It is standard practice in the design of gravity sewers to specify that a minimum velocity of two feet per second (ft/s) be maintained when the pipeline is half-full to achieve self-cleansing. This minimizes the settlement of sewage solids. Due to the hydraulics of a circular conduit, the velocity of half-full flow in pipes approaches the velocity of a nearly full flow in pipes.
Table 5.2 lists the recommended minimum slopes and their corresponding maximum flows for maintaining self-cleansing velocities (equal to or greater than two ft/s) when the pipe is flowing at its maximum depth (d/D ratio).
Table 5-2. Minimum Slope for Pipes
Pipe Diameter Minimum Slope Maximum d/D' Maximum Flow"
(inches) (feet/feet) Ratio (mgd)
6 0.0050 0.50 0.127
8 0.0033 0.50 0.226
10 0.0025 0.50 0.353
12 0.0019 0.67 0.796
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Pipe Diameter Minimum Slope" Maximum d/D" Maximum Flow" (inches) (feet/feet) Ratio (mgd)
15 0.0014 0.67 1.240
18 0.0011 0.67 1.790
21 0.0009 0.75 2.840
24 0.0008 0.75 3.700
27 0.0007 0.75 4.680
30 0.0006 0.75 5.790
Recommended minimum slope for flows at a velocity greater than or equal to 2 ft/s.
Manning's n= 0.013
'Calculated flow is determined using the minimum slope and maximum allowable d/D.
Changes in Pipe Size
When a smaller sewer joins a larger one, the invert of the larger sewer should be lowered sufficiently to maintain the same energy gradient. An approximate method for ensuring this is to place the 0.8 depth point of both sewers at the same elevation. However, for planning and design purposes and in the absence of field data, sewer crowns are typically matched at the manholes.
5.2 Lift Stations and Force Mains
A typical industry standard practice is to require that sewage lift stations have sufficient capacity to pump the Peak Dry Weather Flow (PDWF) and Peak Wet Weather Flow (PWWF) (whichever is greater) with the largest pump out of service (firm capacity).
Force main piping should be sized to provide a minimum velocity of 3 ft/sat the design flow rate of the lift station and no more than 8 ft/s. For the determination of head loss, the Hazen-Williams Equation is used with a C-factor of 110. These factors are typical for sewer system master planning purposes.
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6.0 Hydraulic Model Development
This Chapter describes the creation of the City of Gustine's (City's) wastewater collection system hydraulic model. A hydraulic model is a simplified computer representation of the real sewer system. Sewer system models can assess the conveyance capacity for a collection system.
They can perform "what if' scenarios to assess the impacts of future developments and land use changes.
The City's sewer system hydraulic model was constructed using a multi-step process using data from a variety of sources. A description of the modeling software, model elements, loads, flows, and model calibration are provided in the following.
6.1 Modeling Software
The City's hydraulic model was created using the Storm and Sanitary Analysis (SSA) module within AutoDesk's Civil 3D. This is an integrated tool that allows for modeling, analyzing hydraulic flows (like Hydraulic Grade Line/Energy Grade Line), and designing pipe networks, with capabilities to incorporate various hydrologic methods, including Rational and Soil Conservation Service (SCS) methods. SSA performs one-dimensional (1-D) analysis. It models flow within pipes and channels as a 1-D process, primarily using the EPA SWMM 5.0 hydrodynamic routing engine.
The hydraulic model combines the physical description of the sewer system with sewage flows based on land use and service area information. Model assumptions were based on land use definitions (housing density) and typical per capita domestic contribution. The model outputs include the steady-state (at design flow) time-series hydrographs, hydraulic profiles, and other hydraulic data for each modeled pipe.
6.2 Hydraulic Model Elements
The following provides an overview of the major elements of the City's hydraulic model and the required input parameters associated with each:
• Loading Manholes: Sewer manholes, cleanouts, as well as other locations where pipe sizes change or where pipelines intersect are represented by loading manholes in the hydraulic model. Required inputs for loading manholes include diameter, rim elevation, and wastewater loads. Loading manholes are also used to represent locations where flows are split or diverted between two or more downstream links. • Chamber Manholes: Chamber manholes connect pumps and force mains in the hydraulic model. The only required input parameter for a chamber manhole is elevation. 21
• Gravity Mains: Gravity sewers are represented as gravity mains in the hydraulic model.
Input parameters for pipes include length, friction factor (i.e., Manning's n), invert elevations, diameter, and a flow split type and percentage/curve (if the pipeline is directly downstream of an overflow/flow diversion).
• Force Mains: Force mains represent pressure sewers in the model. Required input parameters are diameter, invert elevations, length, and friction factor (i.e., Hazen Williams C).
• Wet Wells: Required input parameters for wet wells include invert elevation, wet well depth, cross section type (e.g., circular or variable area) and wet well cross section (e.g., diameter).
• Pumps: Pumps are included in the hydraulic model as links. Input parameters for pumps include type (fixed capacity, design point, or exponential 3-point curve), pump capacity/head information, and operational controls (on/off set points). • Outlets: Outlets represent areas where flow leaves the system. For sewer system modeling, an outfall typically represents the connection to the influent pump station at a wastewater treatment plant.
• Curves: Curves represent a number of items in the hydraulic model, including rainfall hyetographs, flow split curves, and other miscellaneous items. • Inflows: The following are the two types of wastewater flow sources that can be injected into individual model junctions:
o Loads. Loads simulate base sanitary wastewater flows and represent the average flow. The base flows are multiplied by a diurnal pattern that varies the flow temporally over the day.
o Stormwater Flows. Rainfall Derived Infiltration and Inflows (RDIJ) are applied in the model by assigning a unit hydrograph and a corresponding tributary area to a given loading manhole. The unit hydro graphs consist of several parameters that are used to adjust the volume of RDII that enters the system at a given location.
6.3 Model Wastewater Loads
Determining the quantity of base wastewater flows generated by a community and how they are distributed throughout the collection system is critical to hydraulic modeling. Adequate estimates of the volume of wastewater are important in maintaining and sizing sewer system facilities.
Various techniques can be used to assign wastewater flows to individual model junctions, depending on the type of data available.
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Baseline wastewater loads were allocated in the hydraulic model based on land use data provided by the City and their associated unit flow factors. The wastewater flow factors were taken from the City of Gustine's 2008 Improvement Standards Section 6.
Table 6-1. Unit Wastewater Flows
Residential Average Flow, gallons per unit per day (gpud) Single Family-Detached 300
Single Family-Attached 300
Multi Family: 2-4 Units 250
Multi Family: 5 Units or more 200
6.4 Model Base Wastewater Flows
The flow factors and land use data provides a means to transform a specific land use category into a Base Wastewater Flow (BWF) as follows:
• Step 1: The City's service area was broken up into individual loading polygons. Each loading polygon represents the geographic area that contributes flows into a single model node (i.e., trunk system manhole). A loading polygon is comprised of a number of parcels. The polygons are analogous to watersheds for naturally draining areas and are often referred to as sewer sheds. Each sewer shed drains to only one pipe, but a pipe can have contributions from more than one service area. Estimates were made using the layout of the sewer pipe network, as-built engineering drawings, and visual inspection of key geographical features and infrastructure.
• Step 2: The wastewater loads were calculated for each loading polygon by multiplying the appropriate flow coefficient for each land use type. o Load= Number of Lots x Units per Lot x Wastewater Flow Factor (gpd/unit) x conversion factor (mgd/gpd).
• Step 3: The calculated load is then assigned to manholes in the hydraulic model. Flows associated with each significant industrial user (SIU) were added at the appropriate locations in the model. The SIUs (i.e. Hillview Packing and Saputo Dairy) were contacted directly to collect the flows and discharge points into the collection system. • Step 4: The allocated loads were adjusted as necessary during the BWF calibration process to closely match the actual BWFs recorded from the City's WWTF influent pump station.
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6.5 Model Scenarios
The City's existing hydraulic model contained only one base scenario. As part of any master planning project, multiple scenarios are used to simulate different flow conditions, for both current flow conditions and future flow conditions. Two "evaluation" scenarios were simulated to represent existing and buildout flow conditions.
6.6 Model Calibration
The model was first run under existing 2024 BWF conditions, with adjustments to pipeline connectivity, inverts, facility characteristics, and lift station data to achieve reasonable system flows. Per capita sewage flow rates were adjusted to match overall system flow volume and the WWTF influent diurnal pattern.
Model parameters were refined to align simulated velocity and flow depth with field measurements. Key adjustments included Manning's roughness (n values) and sediment buildup, with investigation of potential physical system issues when results fell outside acceptable ranges.
The calibration was checked against the Wastewater Planning Users Group (WaPUG), a section of the Chartered Institution of Water and Environmental Management, standards. This ensured modeled and observed hydrographs matched in shape and magnitude, with peak timing within one hour and flow rate/volume within ±10 percent.
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7.0 Existing Capacity Evaluation
The City of Gustine's existing sanitary sewer system was evaluated based on the planning criteria in Chapter 5. The evaluation assessed the adequacy of the gravity collection system, lift stations, and force mains to convey the PWWF. The following sections describe the evaluations and the improvements recommended to address deficiencies.
7.1 Existing Conditions
The existing PWWF simulation included the 10-year, 24-hour design storm. The average daily influent flow at the WWTF during 2024 was about 0.82 mgd peaking at 1.22 mgd. A statistical significance was found between rainfall and WWTF influent rate indicating that the system is impacted by 1/1. The peak WWF rate of 1.67 mgd occurred during a day with detectable rainfall.
The model results revealed problem sewer segments that are surcharged at design flow. Line surcharging occurs when the hydraulic grade line (HGL) is above the crown of the pipe. This indicates the capacity of a sewer has been exceeded beyond the maximum q/Q ratio of 1. 15 criterion.
Surcharged sections of the sewer system are shown in Figures 7-1 through 7-3. It is expected that the force mains would be surcharged therefore no improvements are needed. The following sewers not associated with force mains require improvements:
1. North Avenue sewers as shown in Figure 7-1.
2. Laurel A venue as shown in Figure 7-1.
3. Meredith Avenue sewers and laterals as shown Figure 7-3.
7.2 Improvements Recommended for Existing Sewer System
The following improvements are recommended based on the hydraulic modeling results:
1. Construct 1,350 feet of 12-inch sewer along North Avenue and connect to existing sewer system on Spring Garden Avenue as shown in Figure 7-4.
2. Remove and replace 450 ft of existing 6-inch sewer line on Laurel A venue, including constructing a new manhole as shown in Figure 7-4.
3. Linden Sewer Pump Station Upgrade: Replace 700 feet of 6-inch sewer line on Meredith A venue, replace bypass piping to change direction of flow, and upgrade Linden Sewer Pump Station as shown in Figure 7-5.
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7 .3 Improvements Recommended to address Sewer System Maintenance Challenges A field inspection has uncovered the deterioration of about 80 brick manholes throughout the City making them difficult to maintain. It is recommended that these manholes be replaced as shown in Figure 7-6.
The field inspection further identified several areas within the sewer system that are susceptible to grease, grit, rags, and abrupt falls. These sewers are shown in Figure 7-7:
1. Linden Ave between Edith Drive and South Avenue (grease).
2. Alley between Linden Avenue and Elm Avenue (from South Avenue to Wallis Avenue) (grease and grit).
3. Laurel Avenue north of Lucerne Avenue (grease).
4. Laurel Avenue between Lucerne Avenue and Carolyn Avenue (grease).
5. Alley between 5" Street and 6 Street (between State Route 33 and 5" Avenue) (grease).
6. South Avenue between the two alleys flanking Sixth Street (grit).
7. Alley between 5 Street and SR 33/ (between State Route 33 and 5" Avenue) (grease).
8. Alley between 5 Street and SR 33/ (between 4" Avenue and 5" Avenue) (grit).
9. Railroad Avenue between Carnation Road and Meredith Avenue (grease).
10. Meredith Avenue between Payne Avenue and Railroad Avenue (grease).
11. 3" Street between 2" Avenue and 3" Avenue (fall).
12. I Street between 2" Avenue and 3" Avenue (grit).
13. From East Avenue along Carnation Road to the WWTF.
It was also discovered that these sewers are made of vitrified clay pipes (VCP) that have deteriorated beyond repair; thereby requiring high maintenance costs to keep then operating. The lengths are shown in Table 7-1.
Table 7-1. Vitrified Clay Pipes
Pipeline Diameter (inches) Length (feet)
6 16,343
8 1,095
12 11,509
15 2,402
18 2,831
24 8,686
Total 42,866
a Replacement of 24-inch VCP on Carnation Road is not shown in Figure 7-7 but reflected in the total length here.
It is recommended to replace all VCP with PVC as shown in Figure 7-8. Additionally, it is recommended to install grease traps for commercial and industrial customers to limit grease entering the sewers. This also includes the removal and replacement of 850 feet of existing 6- inch sewer lines in the alley between South Avenue and Olsen Drive. 26
8.0 Buildout Sewer System Analysis
This chapter presents an analysis to size the water infrastructure required to support the future growth of the City of Gustine through buildout. The buildout sanitary sewer system would comprise all existing operational facilities, recommended facilities to improve the existing sewer system, plus additional facilities needed to reliably convey wastewater for infill development and buildout.
8.1 Buildout Conditions
Actual buildout of the General Plan is expected to occur incrementally. Residential development, as projected in the General Plan, is the primary driving force for sewer system expansion and improvements because of the spatial expansion and upstream nature of residential development.
New residential development will impact the sewer system more than manufacturing, industrial, or commercial development, as residential development would be upstream of the existing system and would greatly increase the total area served. The proposed industrial and commercial development is further downstream in the system and can be connected to main trunk lines that currently have significant (>50%) additional downstream capacity.
8.2 Buildout Analysis
The buildout PWWF simulation included the 10-year, 24-hour design storm. The design flow simulated was 2.75 mgd. The results show that by buildout surcharging would progress in a number of sewer lines as development occurs.
Future development will "stress" the main trunk lines including North Avenue, Linden Avenue, South Avenue, Meredith Avenue, and Railroad Avenue. The North Avenue improvements and "bypass" proposed for the existing are necessary to relieve the potential capacity problems associated with development of the area to the west of Linden Avenue, as is anticipated.
8.3 Buildout Recommendations
Recommendations for the buildout scenario along with conceptual routing of flows are shown in Figures 8-1, 8-2, and 8-3. They include:
1. Meredith Avenue and Grove Avenue Sewer Main Upgrades: Upgrade approximately 1,200 LF of 8 Sewer Main to 12" on Meredith Ave, Upgrade approximately 800 LF Sewer Main from 8 to 10" on Grove Ave, and upgrade the middle school pump station as shown on Figure 8-1.
2. Upgrade approximately 2,700 LF of 18" Sewer Main to 21" to accommodate 27
industrial flows as shown in Figure 8-2.
3. Upgrade approximately 700 LF of 15 Sewer Main to 18" to accommodate industrial flows (East Wallis to Carnation Rd) as shown in Figure 8-3.
These improvements will allow for growth in the north, west, and south of the City. A detailed engineering analyses of these improvements is necessary to ensure that the proposed alignments will not interfere with other utilities. Additionally, the collection system model should be run prior to any specific significant development to ensure that the capacity is available.
28
9.0 Recommended Capital Improvement Program
Table 9-1 shows the associated capital costs for the recommended capital improvements. These are comprised of recommendations for existing improvements and those to address bottlenecks for the buildout scenario.
Table 9-1. Recommended Sanitary Sewer System Capital Improvement Costs Estimated
Estimated Unit of Unit Cost, Cost,
Figure Item Description Quantity Measure $/unit x$1,000 Improvements to Existing System
Fig 7-4 North Avenue/SR-140 12" Sewer Main 1,350 LF 570 770 Fig 7-4 Laurel Ave 6 Sewer Line improvements 450 LF 560 252 Fig 7-5 Linden Avenue Pump Station Improvements I LS 700,000 700 Fig 7-6 Replace Brick Manholes 80 EA 18,000 1,440
System Replacements of Existing VCP with PVC
Fig 7-8 (various sizes) 42,866 LF 317 13,589
Existing Improvement Costs 16,750
Other Related Project Costs (65%) 10,888
Sub Total 27,638
Buildout
Meredith Ave/Grove Ave Sewer Main Upgrades
Fig 8-1 from 8" to 10"/12" I LS 1,300,000 1,300
Spring Garden Ave/East Ave Sewer Main Upgrade
Fig 8-2 from 18" to 21" (North Ave to South Ave) 2,700 LF 560 1,512 Sewer Extension Upgrade 15" Sewer to 18" (E.
Fig 8-3 Wallis to Carnation Rd) 700 LF 520 364
Buildout Improvement Costs 3,176
Other Related Project Costs (65%) 2,064
SubTotal 5,240
Total 32,878
t•l Present installed costs based on a combination of current construction costs and Engineering News Record Estimates. (b) These costs do not include well head treatment.
tel Other Costs based on the following components: design at I 0%; permitting, regulatory compliance, CEQA at I 0%; construction management at 10%; program implementation at 5%; project construction contingency at 25%, and land acquisition costs at 5%.
29
9.1 Total Capital Costs
The estimated total capital cost for improvements that should be completed by buildout of the City's Sphere oflnfluence is approximately $33 million. The costs were developed based on similar construction projects in the Central San Joaquin Valley. These costs are to be used for conceptual cost estimates only and should be updated regularly to keep up with inflation.
9.2 Collection System
Sewer pipelines are generally assumed to be made of Polyvinyl Chloride (PVC). However, High-Density Polyethylene (HDPE) can be used for trenchless, or "no-dig", pipe bursting construction situations. The costs include pipe appurtenances and manholes. These costs are representative of construction conducted under normal conditions and would be higher for special or difficult locations.
9.3 Lift Stations
Sewer lift stations are specialized infrastructure systems that pump wastewater from lower to higher elevations, facilitating sewage transport in areas where gravity flow is impractical or too costly. Sewer lift station costs generally vary considerably, depending on factors such as design, pumping head, and station capacity. Estimated construction costs for each lift station include two pumps and wet wells.
9.4 Force Mains
Sewer force mains are pressurized pipelines that transport wastewater from sewage lift stations to treatment facilities or manholes from which gravity flow can occur. These systems require pumps to create pressure, maintaining a minimum velocity of two feet per second to prevent solids buildup and corrosion.
Pipeline costs generally include pipe materials, trenching, placing and jointing pipe, fittings, placing imported pipe bedding, native backfill material, and asphalt pavement replacement, if required. These costs do not include the cost of boring and pipe jacking.
9.5 Other Costs
To assist the City in adequately budgeting for the recommended capital projects, an additional cost equivalent to 65 percent of the estimated capital cost for the recommended facilities has been included to cover "other" project-related costs such as:
• Design at 10 percent.
• Permitting, regulatory compliance, and CEQA at 10 percent. • Construction management at 10 percent.
30
• Program implementation at 5 percent.
• Land acquisition costs at 5 percent.
• Project construction contingency at 25 percent.
Design services associated with the new facilities include preliminary, conceptual, and final design reports; preparation of drawings and specifications for construction; and start-up services.
Construction management covers such items as contract management and inspection during construction. Program implementation costs cover such items as legal fees, environmental compliance requirements, financing expenses, administrative costs, and interest during construction. Land acquisition costs include all property costs associated with the recommended new facilities. Project contingency is for unexpected construction conditions, the need for unforeseen mechanical items, and variations.
9.6 Implementation Strategy
The timing of the recommended sanitary sewer system facilities is dependent on the rate of city growth, development sequence, and the availability of funding. The capital improvement program is divided into two, including improvements to the existing sewer system and facilities needed for buildout.
Generally, improvements to the existing sewer system are paid by existing customers. These costs have been calculated at about $27.7 million. Therefore, this Master Plan is crucial for determining the appropriate rates to be paid by customers.
The buildout of the City will be determined by future development and the costs associated with these facilities would be borne by development and connection fees. Individual development costs are not included in the capital costs. However, a cost of about $5.3 million to upgrade existing sewers to accommodate buildout flows are included in Table 9-1.
Gustine is a Disadvantaged Community and may not be able fund the entire capital costs.
Therefore, a combination of federal and State funding assistance is recommended for the implementation of the project components. Following the final Master Plan report, it is recommended that the City seek funding for detailed design to be shovel-ready as designed projects have a higher chance of obtaining funding.
31
10.0 References
City of Gustine (a). City of Gustine General Plan. Gustine, California, February, 2002.
City of Gustine (b ). City of Gustine Final Revised Sanitary Sewer Master Plan. Submitted by Larry Walker Assscoiates, California, March, 2003.
32
Appendices
33
34 Appendix A
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RESOLUTION 2026-XXXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GUSTINE ADOPTING THE 2026
SANITARY SEWER MASTER PLAN
WHEREAS, the City of Gustine contracted with Gouveia Engineering, Inc. to prepare an updated Sanitary Sewer Master Plan to replace the prior 2003 Sewer Master Plan and provide a comprehensive evaluation of the City's sanitary sewer collection and conveyance system through buildout conditions; and
WHEREAS, the 2026 Sanitary Sewer Master Plan incorporates the City's current planning documents, including the 2025 Zoning Map, the 2024-2032 Housing Element, and current annexation areas, and evaluates existing and future sewer infrastructure needs; and
WHEREAS, the 2026 Sanitary Sewer Master Plan identifies existing system deficiencies, future capacity requirements, and recommended capital improvements necessary to maintain reliable sewer service and accommodate anticipated growth within the City's service area; and
WHEREAS, the Plan includes a Capital Improvement Program identifying recommended infrastructure improvements to support both existing users and future development within the City; and
WHEREAS, adoption of the 2026 Sanitary Sewer Master Plan will provide guidance for future capital planning, rate studies, grant applications, infrastructure improvements, and long-range utility system management; and
WHEREAS, the City Council has reviewed the 2026 Sanitary Sewer Master Plan and desires to adopt the Plan as a planning document to guide future sewer system improvements and investments.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Gustine:
Section 1: The foregoing recitals are true and correct and are incorporated herein by this reference.
Section 2: The City Council hereby adopts the 2026 Sanitary Sewer Master Plan, prepared by Gouveia Engineering, Inc., dated August 2026, as a planning document for the City of Gustine.
Section 3: The adoption of the 2026 Sanitary Sewer Master Plan does not constitute authorization or appropriation of funds for any specific capital improvement project identified within the Plan. Any future improvements, expenditures, or projects shall be subject to separate City Council review and approval through the budget process or other required actions.
Section 4: The City Manager, City Engineer, and their designees are authorized to utilize the 2026 Sanitary Sewer Master Plan for purposes of infrastructure planning, capital improvement programming, development review, rate studies, and pursuit of grant and funding opportunities.
Section 5: This Resolution shall take effect immediately upon its adoption.
THE FOREGOING RESOLUTION of the City Council of the City of Gustine was passed by the City Council at a regular meeting held on the 18th day of August, 2026, and the resolution was adopted by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
APPROVED:
Patrick Nagy, Mayor
City of Gustine
ATTEST:
Desirae Porras, Deputy City Clerk
City of Gustine
ITEM NO. 7
COUNCIL AGENDA ITEM
AUGUST 18, 2026
PREPARED BY: Jami Westervelt, Economic & Community Development Director SUBJECT: Authorize City Manager to Sign a Warranty Agreement with Unwired Broadband LLC
STRATEGIC PLAN GOALS: 6. Community Services
BACKGROUND
Driven by a lack of reliable, affordable internet access for both its residents and businesses, the City applied for and was awarded $1 .35 Million in funding for development of broadband that could reach all in the City limits of Gustine.
The no-match funding came through a Congressionally Directed Spending (CDS) request, implemented through the United States Department of Agriculture (USDA) Rural Utilities Service (RUS) Reconnect program as a grant.
The funding is an important piece to citywide fiber to homes now available throughout the community that was installed by Unwired broadband as part of an over $6 Million project by the company in the City.
While the prompt installation of the fiber lines throughout the City brought important options to the community, the City initially had concerns on the restoration work and its impact throughout the City.
Following installation, the City and Unwired were able to submit to USDA for reimbursement of the $1.35 Million in the CDS grant since the installation only was listed as "the project" in the grant. While the USDA could reimburse, the City had significant concerns about unfulfilled contractual commitments that Unwired had not resolved by April 2026.
Therefore, the City retained the payment from USDA in a holding account pending the completion of specific actions by Unwired. The City took this action based upon the delays constituting a potential breach of existing agreements between the City and Unwired on the project. In addition to the agreement with USDA that both Unwired and the City signed, there is a Master Encroachment Permit (MEP) agreement governing the encroachment by Unwired throughout the City. There is also a separate agreement that dictates the terms of partnership for the City and Unwired related to the project and the grant. Based on those assurances, the City required Unwired to take specific corrective actions including, but not limited to:
• Restoration Activities- Satisfactorily complete throughout the City. • Reporting Requirements- Provide all information for USDA reporting needed.
• Video Documentation- Provide video as required by the MEP, specifically related to water, sewer and storm crossings throughout the City. • Drawings & Maps- Provide as-builts as required by agreements.
DISCUSSION
Following official correspondence on the above from the City to Unwired, the Chief Executive Officer for the company became involved in the daily oversight of Unwired completing its outstanding commitments. Since that time, City staff has observed consistent work in good faith toward completion of the items listed by the City.
Restoration Activities
The City has taken steps to determine that areas throughout the City have been restored to City standards. The City had its contracted construction inspector walk all of the different zones of the City that make up the project with representatives from Unwired to jointly identify areas of deficiency for Unwired contractors to return to. These areas, along with any complaints reported to the City, were catalogued. At the writing of this staff report, Unwired had completed all restoration activities for the items identified to the satisfaction of City inspectors.
Reporting Requirements
Unwired changed its staff handling communication and reporting at the request of the City back in April and both of these areas have improved since that time. While reporting on the grant will continue as part of the requirements of USDA into the future, recent actions and performance by Unwired in these areas have met reasonable and satisfactory standards.
Video Documentation
As contractors for Unwired did not record video documentation at crossings as required, the City does not have documentation that those contractors did not do any damage. At the same time, City engineers advise that compromised water lines would show signs fairly quickly and the work crossing water lines was completed quite a bit back. They advise that sewer and storm crossings might take more time to show signs of damage.
Rather than require Unwired to disrupt City streets further to go back and video each crossing, the City has the option to require an additional warranty document from Unwired. The City's legal firm, BBK, drafted the attached agreement and Unwired has already provided signature in order to expedite the process. City Manager signature is needed to have an executed agreement. The warranty document provides additional protections, on top of the existing MEP, to address the lack of required video documentation. For a period of five additional years, damage discovered at the crossings where videos were not completed would fall under the warranty agreement.
City engineers advise this should be a more than sufficient amount of time for any potential damage from the bore work to present itself.
Drawings & Maps
Construction Inspectors for the City have confirmed that as-builts have been received and deemed acceptable and this item is complete.
Future Insurances
Since the items necessitating the withholding of the funds have been reasonably resolved at this time, and the warranty document would be signed prior to release of funds, this agenda contains a warrant to make payment to Unwired for the full USDA reimbursement of $1.35 Million.
While the warranty provides additional legal protections for the City should crossing issues be discovered within the next few years, the City still has other existing rights and protections built in to its other two agreements that remain in place between the City and Unwired related to multiple aspects of the project.
COMMUNITY OUTREACH
Not applicable to this item.
FISCAL IMPACT
There is no direct fiscal impact to the City in releasing the funds to Unwired from USDA.
STRATEGIC PLAN GOALS
This item falls under Goal #6 of the City Strategic Plan. Specifically, providing for both residents and businesses to have reliable, affordable internet access through this project. Additionally, meeting the requirements of this CDS projects is key to the City remaining eligible to apply for additional CDS funding projects in the future, including those to improve community services.
RECOMMENDATION
Staff recommends City Council consider adopting a resolution authorizing the City Manager to sign the Warranty Agreement with Unwired Broadband, LLC.
EXHIBIT(S)
A) Warranty Agreement Signed by Unwired
B) Resolution
move. _la'
Melanie Correa, City Manager
EXTENDED WARRANTY AGREEMENT
This Extended Warranty Agreement ("Extended Warranty Agreement") is entered into and made effective as of the date of the last signature below (the "Effective Date"), by and between the City of Gustine ("City") and unWired Broadband, LLC ("Permittee") (collectively, the "Parties").
RECITALS
I . The City and Permittee are parties to (i) that certain Broadband Project Grant Co-Awardee Agreement dated April 21, 2025 ("Co-Awardee Agreement"), and (ii) that certain Master Encroachment Permit Agreement dated May 12, 2025 ("MEPA"), pursuant to which Pennittee constructed its Network Facilities within the City's public rights-of-way.
2. Section 4(e) of the MEPA required Permittee, before commencing construction of its Network Facilities, to use commercially reasonable efforts to document existing utilities and other improvements within the public rights-of-way by maps, plans, and video recordings, including the City's storm drainage and sanitary sewer facilities. Permittee did not obtain the pre-construction video documentation required by Section 4(e) for the portions of the Network Facilities located at or adjacent to the City's storm drainage and sanitary sewer facilities (the "Covered Facilities").
3. In consideration of Permittee's assumption of the supplemental warranty and responsibility obligations set forth in this Extended Warranty Agreement, the City is willing to grant a limited waiver of the pre-construction video documentation requirement set forth in Section 4(e) of the MEPA as provided in this Extended Warranty Agreement.
TERMS AND CONDITIONS
Now, in consideration of the foregoing recitals, which are incorporated herein, the mutual understandings contained in this Extended Warranty Agreement and other good, valuable and sufficient consideration, the Parties agree as follows:
I. DEFINITIONS. Unless otherwise indicated, capitalized terms used in this Extended Warranty Agreement shall have the same meaning as set forth in the MEPA.
2. TERMS
2.1 Extended Warranty. Pennittee shall be solely responsible, at its sole cost and expense and liability, for inspecting, monitoring, repairing, restoring, replacing, and remediating any damage to, or other adverse condition affecting the Covered Facilities to the extent caused by, arising out of, or relating to the design. installation, construction, existence, operation, maintenance, repair, replacement, or removal of the Network Facilities. Permittee further warrants that any repair, restoration, replacement, or remediation performed pursuant to this Extended Warranty Agreement shall be completed in accordance with the MEPA, applicable law, approved plans, and accepted industry standards.
-IPage 117 of 122
2.2 Limited Waiver of Section 4(e). In consideration of Pennittee's execution of this Extended Warranty Agreement, the City hereby waives Pennittee's compliance with the preconstruction video documentation requirement set forth in Section 4(e) of the MEPA solely with respect to the Network Facilities that are the subject of this Extended Warranty Agreement. This waiver is expressly conditioned upon Pennittee's continued compliance with this Extended Warranty Agreement and is limited solely to the pre-construction video documentation requirement of Section 4(e ).
2.3 Term. This Extended Warranty Agreement shall commence on the Effective Date and shall remain in effect for a period of five ( 5) years.
2.4 Tolling of Statutes of Limitation. The applicable statutes of limitation relating to claims arising out of or relating to the matters addressed in this Extended Warranty Agreement shall be tolled for the duration of the Extended Warranty. The City shall have six (6) months, or the remaining applicable statutory period, whichever is longer, after discovering a defect or other adverse condition affecting the Covered Facilities during the tenn of the Extended Warranty to commence an action.
2.5 Reservation of Rights. Except as provided in Section 2.2, this Extended Warranty Agreement in no way reduces or eliminates any rights or remedies City may have under the MEPA or at law, nor does it reduce or limit any obligations of Pennittee under the MEPA.
3. GENERAL PROVISIONS.
3 .1 Representation and Warranty. The Parties and signatories hereby each represent, covenant and warrant that they are authorized (individually or by their respective principals) to enter into and execute this Extended Warranty Agreement. In the event that any of the above representations and/or warranties are breached or any of the representations and/or warranties contained in this subparagraph prove false, the breaching/misrepresenting Party hereby agrees to defend, indemnify and hold the other Parties harmless from all damages, loss, liability, costs and attorneys' fees resulting from said breach/misrepresentation.
3.2 No Reliance. Each Party acknowledges: (i) this Extended Warranty Agreement is made without reliance upon any statement or representation not contained in this Extended Warranty Agreement of any other Party, or any representative, agent or attorney of any other party; (ii) no promise, inducement or agreement not expressed in this Extended Warranty Agreement has been made to any Party; and (iii) the recitals, tenns and conditions contained in this Extended Warranty Agreement are contractual and not mere recitals.
3.3 Discovery. Each Party acknowledges that it may subsequently discover facts different from, or in addition to, those which it now believes to be true with respect to the matters discussed herein, and agree this Extended Warranty Agreement shall be and remain effective in all respects notwithstanding such different or additional facts.
3.4 Entire Extended Warranty Agreement. This Extended Warranty Agreement embodies the entire agreement of the Parties with respect to the subject matter addressed herein and supplements, but does not replace, supersede, or modify the Co-Awardee Agreement or the MEPA except as expressly provided herein. No modification of this Extended Warranty -2
Agreement shalt be valid unless agreed to in writing by the Parties. In the event of a conflict between this Extended Warranty Agreement and the MEPA or the Co-Awardee Agreement, this Extended Warranty Agreement shall control solely with respect to the subject matter addressed herein.
3.5 Voluntary. This Extended Warranty Agreement is executed voluntanly and without duress or undue influence on the part of or on bchalfof the Parties, or of any other person, firm or other entity.
3.6 Consultation with Legal Counsel. The Parties acknowledge that they have had the right to seek counsel in the preparation of this Extended Warranty Agreement and have had it fully explained to them by such counsel, and that they are fully aware of the contents of this Extended Warranty Agreement and of its legal effect Except as provided for in this Extended Warranty Agreement, none of the Parties have been influenced to any extent whatsoever in executing this Extended Warranty Agreement by any representations, statements, or omissions pertaining to any of the foregoing matters by any Party or said Party's counsel.
3.7 Drafting of Extended Warranty Agreement. None of the Parties hereto, nor their respective counsel, shall be deemed the drafters of this Extended Warranty Agreement for purposes of construing the provisions thereof. The language in all parts of this Extended Warranty Agreement shall in all cases be construed according to its fair meaning, not strictly for or against any of the Parties hereto.
3.8 Waiver. No provision of this Extended Warranty Agreement may be waived unless in writing and signed by all Parties hereto. Waiver of any one provision herein shall not be deemed to be a waiver of any other provision herein.
3.9 Assignment Permittee shall not assign, transfer, convey, sublet, or otherwise dispose of this Extended Warranty Agreement or any part thereof including any claims, without prior written consent of City. Any assignment without the written consent of City shall be void.
Pennittee agrees to indemnify and hold City harmless from any liability, loss, claims, demands, damages, costs, and expenses for attorneys' fees incurred as a result of Permittee asserting such assignment or transfer.
3.10 Governing Law. This Extended Warranty Agreement is entered into in the County of Merced, State of California, and shall be interpreted pursuant to California law. If legal action is necessary to enforce any of the terms of this Extended Warranty Agreement, such action shall be brought in accordance with the laws of the State of California in a court having appropriate jurisdiction.
3.11 No Promise or Warranty. No promise or warranty shall be binding on the Parties except as expressly contained in this Extended Warranty Agreement. 3 . 12 Attorneys Fees Incurred in Resolving the Dispute. The Parties agree to bear their own attorneys' fees and costs. However, in the event of any suit or proceeding arising from the enforcement or breach of this Extended Warranty Agreement, the prevailing party shall be entitled to recover reasonable attorneys' fees and costs in addition to any other permitted relief -3
3.13 Extended Warranty Agreement Binding on Assignees, Successors. This Extended Warranty Agreement shall bind and inure to the benefit of the successors and assigns of the Parties, and to all affiliates, dba's or any other associated entities.
3.14 Severability. In the event that any portion of this Extended Warranty Agreement is deemed illegal, invalid or unenforceable in any respect, then such invalidity, illegality or unenforceability will not affect any other provision of this Extended Warranty Agreement and this Extended Warranty Agreement shall be construed as though such illegal, invalid or unenforceable provision had never been contained herein, unless a court determines the primary purpose of this Extended Warranty Agreement would be frustrated.
3.15 Counterparts. This Extended Warranty Agreement may be executed in multiple counterparts, all of which shall constitute a binding Extended Warranty Agreement. Facsimile and/or PDF signatures, when received, shall have the same force and effect as original signatures.
The Parties have executed and delivered this Extended Warranty Agreement consisting of four (4) pages and no Exhibits.
WHEREFORE, the undersigned have read the foregoing Extended Warranty Agreement, and fully understanding it agree to its terms, hereby execute this Extended Warranty Agreement and make it effective on the date of the last signature hereto.
[Signatures on following page]
-4
City
CITY OF GUSTINE
By: ----------
Print Name: --------
Title
----
Date----------
Permittee
UNWIRED 'R
By:
Print Name: Me4(tk€ AU
Tue
7-28- 202
__ CG0 ....c..-_ _
-5
RESOLUTION 2026-XXXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GUSTINE AUTHORIZING THE CITY
MANAGER TO SIGN A WARRANTY AGREEMENT BETWEEN THE CITY OF GUSTINE AND UNWIRED
BROADBAND IN LIEU OF UNWIRED PROVIDING VIDEO CONFIRMATIONS OF INSTALLATIONS WHEREAS, in recent past, the City of Gustine had a lack of reliable, affordable internet access that presented a significant challenge to the community; and WHEREAS, the City of Gustine, through the federal Congressional Directed Spending (CDS) process, applied for and received an allocation in the FY23 Omnibus Spending bill for $1.35 Million for broadband service able to reach all within City boundaries; and WHEREAS, the federal government allocated the funds through the United States Department of Agriculture (USDA) Rural Utilities Services (RUS) division and its Reconnect program as a grant; and
WHEREAS, the City and Unwired entered into a partnership to allow for Unwired to utilize this funding as part of a larger installation to provide availability of fiber to residents throughout the City limits; and
WHEREAS, agreements between the two entities related to the project required that Unwired secure video documentation of work as it took place at crossings of City sewer, water and storm lines, which Unwired has confirmed were not taken; and WHEREAS, in lieu of the video documentation the City Attorney has drafted a Warranty Agreement that is an Exhibit to this Resolution, which has a term of five years; WHEREAS, nothing in the additional agreement in any way limits City rights and protections already existing in the other agreements with Unwired; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Gustine does hereby authorize the City Manager to sign the Warranty Agreement.
THE FOREGOING RESOLUTION of the City Council of the City of Gustine was passed at a regular meeting held on the 18th day of August 2026. The resolution was adopted by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
APPROVED:
Patrick Nagy, Mayor
City of Gustine
ATTEST:
Desirae Porras, Deputy City Clerk
City of Gustine