CC Regular Meeting Agenda – May 18, 2026, Page 1 of 5
Monday, May 18, 2026
Port Hueneme City Hall
250 North Ventura Road, Port Hueneme, CA 93041
5:30 PM Closed Session | 6:30 PM Regular Meeting
Watch Meetings Live or On-Demand
Official City Page: https://porthuenemeca.suiteonemedia.com YouTube: https://www.youtube.com/@cityofporthuenemegov
Public Comments
Public comments may be submitted in person or in writing.
In-Person: Complete a speaker request card located at the entrance of the Council Chamber and give it to the City Clerk. Your name will be called when it is your turn to speak. Public Comment is limited to 3 minutes per speaker, unless for good cause, the Mayor amends the time limit. A speaker’s time may not be transferred to another speaker.
Written: All written public comments shall be no more than 500 words and are subject to the California Public Records Act. Written comments should be submitted to the City Clerk by 3:00 p.m. on the day of the City Council meeting by email or directly to the City Clerk’s Office. Email [email protected] and enter “City Council Public Comment” in the Subject line (include agenda item number if applicable). Mail or drop off written comments to the City Clerk’s Office located at 250 N. Ventura Road, Port Hueneme, CA 93041. Please clearly mark envelope with “City Council Public Comment and meeting date” (include agenda item number if applicable). Written comments received by the deadline will be provided to the City Council prior to the meeting and posted to the City’s website.
Translation Services
Use of a Translator
* The City shall provide a translator if one is requested by a member of the public with a 48-hour advance notice. If a 48-hour advance notice is not provided, the member of the public may provide their own translator. To request a translator, please contact [email protected]. * Per California Government Code 54954.3, if an individual utilizes a translator during Public Statements, the legislative body of a local agency shall provide at least twice the allotted time to a member of the public who utilizes a translator to ensure that non-English speakers receive the same opportunity to directly address the legislative body of a local agency.
* If the City provides a translator or translation equipment that allows for the simultaneous translation of the testimony, then no additional time shall be granted.
Uso de traductor
* La Ciudad proporcionará un traductor si un miembro del público lo solicita con un aviso de 48 horas de anticipación. Si no se avisa con 48 horas de anticipación, el público podrá proporcionar su propio traductor.
Para solicitar un traductor, comuníquese con [email protected]. * Según el Código de Gobierno de California 54954.3, si una persona utiliza un traductor durante las declaraciones públicas, el cuerpo legislativo de una agencia local deberá proporcionar al menos el doble del tiempo asignado a un miembro del público que utilice un traductor para garantizar que las personas CC Regular Meeting Agenda – May 18, 2026, Page 2 of 5
que no hablan inglés reciban la misma oportunidad de dirigirse directamente al cuerpo legislativo de una agencia local.
* Si la Ciudad proporciona un traductor o equipo de traducción que permita la traducción simultánea del testimonio, entonces no se concederá tiempo adicional.
Americans with Disabilities Act
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, contact the office of the city clerk at (805) 986-6503 or [email protected]. Notice 48 hours prior to the meeting will enable the city to make reasonable arrangements to allow participation in this meeting.
Levine Act Disclaimer
The Levine Act (Gov. Code, § 84308) requires any Party, Participant, or Agent in a Proceeding, as those terms are defined in Government Code section 84308 and Title 2, California Code of Regulations, Sections 18400 et seq., before the City of Port Hueneme that involves any action or consideration to their contract, license, permit, or other entitlement for use to disclose any campaign contributions made to City elected or appointed Officers totaling more than $500 within the 12 months prior to the City decision. Any City elected or appointed Officer who has received a contribution totaling more than $500 within the preceding twelve (12) months from a Party, Agent, or Participant, shall disclose that fact on the record of the proceeding and shall not make, participate in making, or in any way attempt to use the Officer’s official position to influence the decision. Violations of Government Code section 84308 may result in a civil action brought by the FPPC for an amount up to five thousand dollars ($5,000) per violation. Any person who knowingly or willfully violates any provision of the Political Reform Act is guilty of a misdemeanor and subject to a fine of up to the greater of ten thousand dollars ($10,000) or three times the amount the person unlawfully contributed upon conviction for each violation. Any Party, Participant, or Agent is further prohibited from making, and any elected or appointed City Officer is prohibited from soliciting or accepting, any contribution in excess of $500 for a period of twelve (12) months following any proceeding described above. 5:30 PM – CITY COUNCIL CLOSED SESSION AGENDA
CALL TO ORDER
ROLL CALL
Councilmembers Steven A. Gama, Jess Lopez, Misty Perez; Mayor Pro Tem Laura D.
Hernandez; and Mayor Martha R. McQueen-Legohn
PUBLIC COMMENT (10 Minutes)
The Council will hear closed session public comments for a maximum of 10 minutes. In-person public comments should be no more than 3 minutes in length. Written comments should be no more than 500 words. Please see Agenda cover page for submission instructions.
CLOSED SESSION ITEMS
With respect to every item of business to be discussed in CLOSED SESSION, pursuant to the California Government Code:
A. CONFERENCE WITH LEGAL COUNSEL- EXISTING LITIGATION
Pursuant to Government Code § 54956.9
Initiation of litigation pursuant to Government Code § 54956.9(d)(1) Number of cases: One (1)
Discussion with legal counsel pending litigation when discussion in open session would prejudice the agency in the litigation.
CONFLICT OF INTEREST and LEVINE ACT DISCLOSURES
RECESS TO CLOSED SESSION
6:30 PM CITY COUNCIL REGULAR MEETING AGENDA
CC Regular Meeting Agenda – May 18, 2026, Page 3 of 5
CALL TO ORDER / FLAG SALUTE
ROLL CALL
Councilmembers Steven A. Gama, Jess Lopez, Misty Perez; Mayor Pro Tem Laura D.
Hernandez; and Mayor Martha R. McQueen-Legohn
INSPIRATION
Given by Councilmember Lopez
CLOSED SESSION REPORT
PUBLIC COMMENT
Members of the public may submit comments for items on the Agenda or that is within the subject matter jurisdiction of the City Council. General public comments regarding items Not on the Agenda will be heard at this time. State law prohibits Council from taking action on any item Not on the Agenda. Comments regarding items on the Agenda will be heard when the item is addressed. In-person public comments should be no more than 3 minutes in length. Written comments should be no more than 500 words. Please see Agenda cover page for submission instructions.
AGENDA APPROVAL FOR CITY COUNCIL
CITY COUNCIL AGENDA
Recommendation: Approve the City Council Agenda of May 18, 2026.
CONFLICT OF INTEREST and LEVINE ACT DISCLOSURES
PRESENTATIONS
A. PRESENTATION OF AWARDS FOR OFFICER OF THE YEAR AND SUPPORT
SERVICES OF THE YEAR
B. NATIONAL PUBLIC WORKS WEEK PROCLAMATION & ANNUAL UPDATE C. ASIAN AMERICAN AND PACIFIC ISLANDER HERITAGE MONTH PROCLAMATION
CONSENT CALENDAR
All matters listed on the Consent Calendar are to be considered routine by the governing body, and will be enacted by one motion in the form listed. There will be no discussion of these items unless, before the governing body votes on the motion to adopt, specific items are removed from the Consent Calendar for separate motions.
1. MINUTES
Recommendation: Approve the May 4, 2026, City Council Regular Meeting Minutes.
2. REGISTER OF DISBURSEMENTS
Recommendation: Receive and file the City’s register of disbursements for the period of April 14, 2026 through April 27, 2026.
3. SECOND READING AND ADOPTION OF ORDINANCE AMENDING ARTICLE III, CHAPTER 3, DIVISION 10 OF THE PORT HUENEME MUNICIPAL CODE TO
IMPLEMENT RESTRICTIONS ON PARKING OF OVERSIZE VEHICLES, ADOPTION OF
A RESOLUTION ESTABLISHING AN OVERSIZED VEHICLE PARKING PERMIT FEE,
AND RECEIPT OF AN OUTREACH AND IMPLEMENTATION PLAN
Recommendation: Adopt on second reading, by title only, waiving further reading, an Ordinance entitled, “An Ordinance of the City Council of the City of Port Hueneme, California, amending Article III, Chapter 3, Division 10 of the Port Hueneme Municipal Code to implement restrictions on parking of oversize vehicles,” adopt a Resolution establishing an oversized vehicle parking permit fee, and receive and file the outreach and implementation plan.
CC Regular Meeting Agenda – May 18, 2026, Page 4 of 5
4. CALLING FOR, GIVING NOTICE OF, AND REQUESTING CONSOLIDATION OF A MUNICIPAL GENERAL ELECTION ON NOVEMBER 3, 2026 FOR THE ELECTION OF
CERTAIN OFFICERS AND ADOPTION OF RELATED RESOLUTIONS
Recommendation:
1. Adopt a Resolution of the City Council of the City of Port Hueneme calling and giving notice of the Municipal General Election to be held on Tuesday, November 3, 2026, for the Election of certain officers as required by the provisions of the laws of the State of California, and requesting the Ventura County Board of Supervisors consolidation of said election with the Statewide General Election to be held on said date pursuant to section 10403 of the Elections Code; and
2. Adopt a Resolution of the City Council of the City of Port Hueneme adopting regulations for candidates for elective office pertaining to candidate statements and other materials submitted to the voters and the costs thereof for the Municipal General Election to be held on Tuesday, November 3, 2026.
5. AUTHORIZATION TO APPROPRIATE $45,000 IN ADDITIONAL FUEL EXPENDITURES Recommendation: Authorize appropriation of an additional $45,000 into account 101-554- 5522 to cover the purchase of fuel for the City of Port Hueneme’s fleet through the end of FY25/26 (June 30, 2026).
6. PURCHASE OF REPLACEMENT SKIP LOADER
Recommendation:
1. Approve the purchase of a John Deere Model 5130M Utility tractor, and associated attachments, in the amount of $129,653.73, from Deere and Company, utilizing a cooperative purchasing agreement through Sourcewell Co-Operative contract - Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70); and
2. Authorize a transfer of $129,654 of General Fund Measure U funds from a CIP account to an operating account to fund the purchase.
PUBLIC HEARINGS
7. ADOPT A RESOLUTION GRANTING A FIVE-YEAR SPECIAL USE PERMIT (NO. PHSU26-7) AUTHORIZING THE PORT HUENEME POLICE DEPARTMENT AND POLICE
EXPLORERS TO HOST TWO ANNUAL HUENEME BEACH CAR SHOW FUNDRAISING
EVENTS AT HUENEME BEACH, INCLUDING ANCILLARY LIVE ENTERTAINMENT
STAGE, FOOD AND VENDOR BOOTHS, AND DETERMINING THAT THE EVENT IS
EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) Recommendation:
1. Open the public hearing to accept oral and written evidence;
2. Close the public hearing and consider all evidence presented;
3. Adopt a Resolution conditionally approving Special Use Permit No. PHSU-26-7 (Port Hueneme Police Department and Police Explorers Hueneme Beach Car Show Fundraising Events 2026-2030);
4. Determine that the project (Special Use Permit No. PHSU-26-7) is categorically exempt from CEQA; and
5. Take such additional, related actions as may be deemed appropriate.
8. PUBLIC HEARING PURSUANT TO GOVERNMENT CODE SECTION 3502.3 (AB 2561)
REGARDING A REPORT ON CITY OF PORT HUENEME VACANCIES, AND
RECRUITMENT AND RETENTION EFFORTS
Recommendation:
1. Open the public hearing to take testimonial and documentary evidence;
2. Close the public hearing and consider the evidence;
CC Regular Meeting Agenda – May 18, 2026, Page 5 of 5
3. Receive the informational report on City of Port Hueneme Vacancies, and Recruitment and Retention Efforts Pursuant to Government Code Section 3502.3 (AB2561); and
4. Take such additional, related, action that may be desirable.
BUSINESS ITEMS
9. POLICE DEPARTMENT 700 MHz BAND COMPATIBLE RADIO EQUIPMENT
PURCHASE
Recommendation:
1. Approve a budget appropriation not to exceed $395,470.00 for the purchase of 700 MHz band compatible radio equipment
2. Authorize the Chief of Police to execute a purchase order/contract agreement with Telcom, Inc for the purchase and installation of radio equipment
3. Approve the exemption to the formal bidding process, as outlined in Port Hueneme Municipal Code (PHMC), Section 2564, subdivisions (b) as follows:
(b) The City Council may authorize purchase of supplies, equipment, and services without complying with this Chapter when in the opinion of the City Council, compliance with the procedures is not in the best interest of the City.
10. 2025 WATER MASTER PLAN PREPARED BY MKN & ASSOCIATES INC.
Recommendation: Receive a presentation from MKN & Associates, and receive and file the City of Port Hueneme 2025 Water Master Plan.
REQUESTS FOR FUTURE AGENDA ITEMS – None.
CITY MANAGER COMMENTS AND REPORTS
COUNCILMEMBERS’ REPORTS AND COMMENTS
Council Members are appointed to various Regional Committees/Agencies/Boards and will report out on their activities within these organizations and put forth any comments in regards to community events at this time.
ADJOURNMENT
The City Council will adjourn to its next regular meeting scheduled for Monday, June 1, 2026, at 6:30 p.m.
_____________________________________________________________________________________________ Copies of staff reports or other written documentation relating to each item of business referred to in this Agenda are available for public inspection in the Office of the City Clerk and on the City’s website at www.cityofporthueneme.org. Materials received after agenda packet distributions are made available to the public on the City’s website and in the City Clerk’s office at the same time they are provided to the Council.
I, Georgianna Nicole Alvarez, City Clerk of the City of Port Hueneme, do hereby affirm that the agenda was posted at least 72 hours in advance of the meeting on the City’s website and near the front entrance of Port Hueneme City Hall, 250 N. Ventura Road, Port Hueneme, California, 93041, in accordance with California Government Code Section 54954.2(a).
CC Regular Meeting Minutes – May 4, 2026, Page 1 of 8
Monday, May 4, 2026
Port Hueneme City Hall
250 North Ventura Road, Port Hueneme, CA 93041
5:30 PM Closed Session | 6:30 PM Regular Meeting
5:30 PM – CITY COUNCIL CLOSED SESSION MINUTES
CALL TO ORDER
Mayor McQueen-Legohn called the meeting to order at 5:30 p.m.
ROLL CALL
Present: Councilmembers Steven A. Gama, Laura D. Hernandez, Misty Perez; Mayor Pro Tem Jess Lopez; Mayor Martha R. McQueen-Legohn.
Absent: None.
PUBLIC COMMENT – None.
CLOSED SESSION ITEMS
City Attorney Paul Early read the closed session item into record.
A. CONFERENCE WITH LABOR NEGOTIATORS
Authority: Government Code § 54957.6
Agency Designated Representatives: James Vega, City Manager; Charles Peretz, Deputy City Manager; and Frank Lee, Human Resources/Risk Manager Employee Associations: SEIU Service Employees International Union 721
RECESS TO CLOSED SESSION
Mayor McQueen-Legohn recessed to closed session at 5:31 p.m. 6:30 P.M. CITY COUNCIL REGULAR MEETING AGENDA
CALL TO ORDER / FLAG SALUTE
Mayor McQueen-Legohn called the meeting to order at 6:34 p.m. Councilmember Lopez led the flag salute.
ROLL CALL
Present: Councilmembers Steven A. Gama, Jess Lopez, Misty Perez; Mayor Pro Tem Laura D.
Hernandez; Mayor Martha R. McQueen-Legohn.
Absent: None.
INSPIRATION
Given by Councilmember Gama.
CLOSED SESSION REPORT
City Attorney Paul Early provided the closed session report indicating no reportable action.
Agenda Item No. 01 Page 1 of 8 CC Agenda 05-18-2026
CC Regular Meeting Minutes – May 4, 2026, Page 2 of 8
PUBLIC COMMENT
Public comments were provided in person by the following:
• Becky Breuning
AGENDA APPROVAL FOR CITY COUNCIL
CITY COUNCIL AGENDA
A motion was made by Councilmember Perez, seconded by Councilmember Hernandez, and passed unanimously to approve the City Council Agenda of May 4, 2026.
CONFLICT OF INTEREST and LEVINE ACT DISCLOSURES
Councilmember Lopez indicated a potential conflict with Item No. 12, Veterans Banner Program Update and Approval of Initial Applications and Banner Locations, due to his involvement in the application process, and initially indicated he would abstain from voting on the item.
Following clarification from the City Attorney that the matter did not constitute a disqualifying financial conflict under FPPC regulations and that the participation was permitted, Councilmember Lopez withdrew his recusal and indicated he would participate in discussion of the item.
PRESENTATIONS
A. PEACE OFFICERS’ MEMORIAL DAY AND NATIONAL POLICE WEEK
PROCLAMATION
Councilmember Hernandez read a proclamation designating May 10 - May 16, 2026, as “Police Week” and May 15, 2026 as “Peace Officers’ Memorial Day” in the City of Port Hueneme, and publicly saluted the service of law enforcement officers in our community and in communities across the nation. The proclamation was presented to Police Chief Federico on behalf of the Port Hueneme Police Department. Police Chief Federico provided brief remarks and introduced new Police Officer Austin Cravens.
B. 2025 AMERICAN PUBLIC WORKS ASSOCIATION VENTURA COUNTY CHAPTER PROJECT OF THE YEAR FOR “CITY OF PORT HUENEME VENTURA ROAD SEWER FORCE MAIN EMERGENCY REPAIR”
Andrew Grubb, President of the American Public Works Association Ventura County Chapter, presented Public Works Director Fred Camarillo on behalf of the City with a plaque in recognition of having received the 2025 APWA Ventura County Chapter Project of Year award.
C. MENTAL HEALTH AWARENESS MONTH PROCLAMATION
Councilmember Perez read a proclamation recognizing and proclaiming the month of May 2026, as “Mental Health and Awareness Month”, and called upon an increase in public understanding of the importance of mental health and to promote identification and treatment of mental illness. The proclamation was presented to Executive Director Roberta Griego of NAMI Ventura County.
RECESS THE CITY COUNCIL MEETING
At 7:10 p.m., Mayor McQueen-Legohn recessed the City Council Meeting to convene the Housing Authority meeting.
RECONVENE CITY COUNCIL REGULAR MEETING
At 7:12 p.m., following the adjournment of the Housing Authority meeting, Mayor McQueenLegohn reconvened the City Council meeting.
Agenda Item No. 01 Page 2 of 8 CC Agenda 05-18-2026
CC Regular Meeting Minutes – May 4, 2026, Page 3 of 8
CONSENT CALENDAR
Public Comment: None.
Councilmember Lopez requested to pull Consent Calendar Item Nos. 5 and 7 for discussion.
A motion was made by Councilmember Gama, seconded by Mayor Pro Tem Hernandez, to pull Consent Calendar Item Nos. 5 and 7, and approve Consent Calendar Item Nos. 1 – 4, 6, and 8 – 10, as presented.
Motion passed 5-0, as follows:
AYES: Gama, Lopez, Perez, Hernandez, McQueen-Legohn
NOES: None; ABSTAIN: None; ABSENT: None
City Council:
1. MINUTES
Approved the April 20, 2026, City Council Regular Meeting Minutes.
2. REGISTER OF DISBURSEMENTS
Received and filed the City’s register of disbursements for the period of April 1, 2026 through April 13, 2026.
3. TREASURER’S QUARTERLY INVESTMENT REPORT – MARCH 31 ,2026 Received and filed the March 31, 2026 Treasurer’s Reports as presented.
4. SECOND READING AND ADOPTION OF ORDINANCE AMENDING ARTICLE V, CHAPTER 9 OF THE PORT HUENEME MUNICIPAL CODE TO ADD SECTION 5653 AND AMEND SECTION 5642 TO IMPLEMENT REASONABLE TIME, PLACE, AND
MANNER RESTRICTIONS ON SOLICITATION BEHAVIOR IN ROADWAY MEDIANS Adopted on second reading, by title only, waiving further reading of Ordinance No. 831 entitled, “An Ordinance of the City Council of the City of Port Hueneme, California, Amending Article V, Chapter 9 of the Port Hueneme Municipal Code to Add Section 5653 and Amend Section 5642 to Implement Reasonable Time, Place, and Manner Restrictions on Solicitation Behavior in Roadway Medians.”
6. ADOPTION OF A RESOLUTION AMENDING RECREATION FEES IN THE MASTER
FEE SCHEDULE TO ALLOW FOR A BROADER ARRAY OF COMMUNITY
RECREATIONAL PROGRAMMING
Adopted Resolution No. 4578, a resolution entitled “A Resolution of the City Council of the City of Port Hueneme, California amending the City’s Master Fee Schedule to Revise Recreation Based Fees.”
8. ONGOING SUPPORT FOR SENATE BILL 1383 REPORTING REQUIREMENTS CITY
OF PORT HUENEME
1. Authorized the City Manager to execute a PSA to Rincon Consultants; and
2. Approved the exemption to the formal bidding process, as outlined in Port Hueneme Municipal Code (PHMC), Section 2564, subdivisions (b) as follows:
(b) The City Council may authorize purchase of supplies, equipment, and services without complying with this Chapter when in the opinion of the City Council, compliance with the procedures is not in the best interest of the City.
Agenda Item No. 01 Page 3 of 8 CC Agenda 05-18-2026
CC Regular Meeting Minutes – May 4, 2026, Page 4 of 8
9. 30-DAY EXTENSION TO EXISTING NAVY GUARD RAIL LICENSE AGREEMENT Authorized staff to execute an amendment to the Navy Guard Rail License Agreement to allow a 30-day temporary extension in order to allow the City and Navy to negotiate an updated agreement that will be presented to the City Council at a future City Council meeting.
10. AUTHORIZE STAFF TO ACCEPT A $15,000 GRANT AWARD FROM THE DL FRESH
FOUNDATION IN SUPPORT OF STEM PROGRAMMING
Authorized staff to accept $15,000 in grant funds from the DL Fresh Foundation in support of a STEM Summer Camp Program at the Orvene S. Carpenter Community Center.
CONSENT CALENDAR ITEMS PULLED FOR DISCUSSION
5. AWARD OF CONTRACT FOR PROFESSIONAL AUDITING SERVICES Recommendation: Select Vasquez & Company LLP for professional auditing services for an initial three-year period (FY 2025-26, 2026-27 and 2027-28) with two one-year renewal options, and authorize the City Manager to execute a professional services agreement subject to review and approval of the City Attorney.
City Manager James Vega answered clarifying questions.
A motion was made by Councilmember Lopez, seconded by Councilmember Perez, to approve Consent Calendar item No. 5, as presented.
Motion passed 5-0, as follows:
AYES: Gama, Lopez, Perez, Hernandez, McQueen-Legohn
NOES: None; ABSTAIN: None; ABSENT: None
7. RATIFICATION OF EXPENDITURES & EMERGENCY REPAIR APPROPRIATION FOR 332L CONTROLLER CABINET & BATTERY BACKUP
Recommendation:
1. Authorize purchases exempt from formal contract procedures for the emergency replacement of a City Traffic Controller cabinet located at Ventura Rd. and Sunkist Road; and
2. Ratify expenditures in the amount of $37,318.33, for a 332L Controller Cabinet and Battery Backup system; and
3. Authorize the City Manager to immediately proceed with performing the necessary preparation and repairs without compliance with the City’s normal purchasing ordinance. Staff has determined that the work to be performed is not a public project as defined by Public Contract Code section 20161, subdivision (c), which excludes maintenance and repair from said definition; and
4. Determine the purchase of goods, materials, and services are exempt from the City’s formal contact procedure pursuant to Port Hueneme Municipal Code section 2564, subdivisions (b) & (c) as follows:
(b) The City Council may authorize purchase of supplies, equipment, and services without complying with this Chapter when in the opinion of the City Council, compliance with the procedures is not in the best interest of the City. (c) The City Manager may authorize emergency purchases of supplies, equipment, or services. For the purpose of this Chapter, emergency purchases are those procurements required to prevent the immediate interruption or cessation of necessary City services or to safeguard life, property, or the public health and welfare.
City Manager James Vega answered clarifying questions.
Agenda Item No. 01 Page 4 of 8 CC Agenda 05-18-2026
CC Regular Meeting Minutes – May 4, 2026, Page 5 of 8
A motion was made by Councilmember Lopez, seconded by Councilmember Perez, to approve Consent Calendar item No. 7, as presented.
Motion passed 5-0, as follows:
AYES: Gama, Lopez, Perez, Hernandez, McQueen-Legohn
NOES: None; ABSTAIN: None; ABSENT: None
PUBLIC HEARINGS
11. PUBLIC HEARING TO INTRODUCE AN ORDINANCE AMENDING THE PORT
HUENEME MUNICIPAL CODE TO IMPLEMENT RESTRICTIONS ON PARKING OF
OVERSIZE VEHICLES
Recommendation:
1. Open the public hearing to receive testimonial and documentary evidence; and
2. Close the public hearing and consider the evidence; and
3. Find the proposed ordinance exempt from the California Environmental Quality Act pursuant to CEQA Guidelines section 15061(b)(3); and
4. Introduce for first reading, by title only, waiving further reading, an Ordinance entitled, “An Ordinance of the City Council of the City of Port Hueneme, California, amending Article III, Chapter 3, Division 10 of the Port Hueneme Municipal Code to implement restrictions on parking of oversize vehicles.”
City Clerk Georgianna Alvarez affirmed Proof of Publication and that a complete set of reports and exhibits were on file in the Office of the City Clerk.
City Manager James Vega presented the report. Questions followed. Councilmember Hernandez noted that Section 3.D of the Ordinance referenced only the Police Chief, whereas other sections included “or designee”, and suggested clarifying the authority. City Manager James Vega stated the intent was for the Police Chief or designee and agreed to review and revise the language if necessary.
The public hearing was opened at 7:38 p.m. There were no public comments. The public hearing was closed at 7:38 p.m.
A motion was made by Councilmember Perez, seconded by Mayor Pro Tem Hernandez, to:
1. Find the proposed ordinance exempt from the California Environmental Quality Act pursuant to CEQA Guidelines section 15061(b)(3); and
2. Introduce for first reading, by title only, waiving further reading, an Ordinance entitled, “An Ordinance of the City Council of the City of Port Hueneme, California, amending Article III, Chapter 3, Division 10 of the Port Hueneme Municipal Code to implement restrictions on parking of oversize vehicles.”
Comments followed.
Motion passed 5-0, by Roll Call Vote, as follows:
AYES: Gama, Lopez, Perez, Hernandez, McQueen-Legohn
NOES: None; ABSTAIN: None; ABSENT: None
BUSINESS ITEMS
12. VETERANS BANNER PROGRAM UPDATE AND APPROVAL OF INITIAL
APPLICATIONS AND BANNER LOCATIONS
Recommendation: Receive an update on the Veterans Advisory Ad Hoc Committee regarding implementation of the Veterans Banner Program, and consider approving the Agenda Item No. 01 Page 5 of 8 CC Agenda 05-18-2026
CC Regular Meeting Minutes – May 4, 2026, Page 6 of 8
banner display locations and the initial banner applications reviewed and recommended by the Veterans Advisory Ad Hoc Committee.
Veterans Advisory Ad Hoc Committee Member Anahi Carter presented the report.
Questions followed. There were no public comments.
A motion was made by Mayor Pro Tem Hernandez, seconded by Councilmember Gama, to approve the banner display locations and the initial banner applications reviewed and recommended by the Veterans Advisory Ad Hoc Committee. Discussion followed.
Motion passed 5-0, as follows:
AYES: Gama, Lopez, Perez, Hernandez, McQueen-Legohn
NOES: None; ABSTAIN: None; ABSENT: None
13. REORGANIZATION OF THE COMMUNITY DEVELOPMENT DEPARTMENT AND
RESOLUTION AMENDING THE SALARY SCHEDULES FOR THE MANAGEMENT AND
SERVICE EMPLOYEES INTERNATIONAL UNION (SEIU) EMPLOYEE GROUPS TO
SUPPORT THE RECOMMENDED CHANGES
Recommendation: Approve the reorganization of the Community Development Department and adopt a resolution updating the salary schedules for the Management and Professional and SEIU employee groups to support the proposed organizational changes and expanded staff responsibilities.
City Manager James Vega presented the report. Questions followed. There were no public comments.
A motion was made by Councilmember Gama, seconded by Councilmember Perez, to approve the reorganization of the Community Development Department and adopt Resolution No. 4579, a resolution updating the salary schedules for the Management and Professional and SEIU employee groups to support the proposed organizational changes and expanded staff responsibilities. Comments followed.
Motion passed 5-0, as follows:
AYES: Gama, Lopez, Perez, Hernandez, McQueen-Legohn
NOES: None; ABSTAIN: None; ABSENT: None
REQUESTS FOR FUTURE AGENDA ITEMS
14. FUTURE AGENDA ITEM REQUEST
Recommendation: Receive the following future agenda item requests and provide direction on whether to schedule each item for a future meeting:
1. Request Submitted By: Councilmember Steven Gama; Item: Considering Partnering with the Port of Hueneme to explore the installation of a left turn arrow at the intersection of Hueneme and Ventura Roads (East and West); Staff Time/Cost Estimate: Depending on direction, however one option would be to incorporate this into the existing grant partnership project with the Port of Hueneme to include as a potential grant funded project.
Councilmember Gama provided a brief report. City Manager James Vega provided additional input. Comments and questions followed.
A motion was made by Councilmember Perez, seconded by Councilmember Lopez, to add the item to a future agenda. Comments followed. Motion passed 3-2, with Mayor Pro Tem Hernandez and Mayor McQueen-Legohn voting no.
Agenda Item No. 01 Page 6 of 8 CC Agenda 05-18-2026
CC Regular Meeting Minutes – May 4, 2026, Page 7 of 8
CITY MANAGER COMMENTS AND REPORTS
City Manager James Vega provided comments and reports regarding the following topics:
• Citywide Spring Cleanup
• Coffee with Your City
• 2026 Memorial Day Ceremony
• 2026 Hueneme Hero Award Nominations
• Hueneme Beach Festival
• Upcoming Council meeting topics
Questions followed.
COUNCILMEMBERS’ REPORTS AND COMMENTS
Council provided comments and reports regarding the following topics:
Councilmember Lopez:
• Spring Cleanup Event and Earth Day – thanked City Staff for a well-executed event and positive community participation.
• REACH and Veterans Advisory Ad Hoc Committee – expressed appreciation for their work on the banner program.
Councilmember Perez:
• No reports.
Councilmember Gama:
• Spring Cleanup event – noted dumpster removals and strong community participation; commended staff for a successful event.
• Tony Volante Memorial Services – attended.
• Career Day at E.O. Green – participated.
• U.S. Army Corps of Engineers Meeting at Hollywood Beach – attended; noted dredging discussion, community concerns regarding noise, and the need for continued education. • Ventura County Board of Supervisors meeting – attended; noted discussion on e-bikes and e-motos and emphasized education and potential regional coordination through Ventura Council of Governments (VCOG).
• Hueneme Elementary School District artwork – expressed appreciation for the artwork.
Mayor Pro Tem Hernandez:
• Regional Defense Partnership (RDP) lobbying trip in Washington, D.C. – reported productive meetings and noted uncertainty regarding future funding. • First 5 Reading – participated at Hueneme Elementary. • Announced upcoming events and attendance – Bubbling Springs Cleanup hosted by Surfrider Foundation; Port World Trade Day and Bard Park; Southern California Association of Governments (SCAG) Regional Conference.
Mayor McQueen-Legohn:
• Monthly meetings – attending.
• RDP lobbying trip in Washington, D.C. – participated and noted it was a successful trip. • Ventura County Leadership Academy – attended.
• Women’s Council of Realtor’s Ventura County “Rise and Thrive Women of Influence” event – participating as panelist.
• E.O. Green Career Day – participated.
• Tony Volante Memorial Services – attended.
• Port dedication of Bard Monument – noted upcoming attendance.
Agenda Item No. 01 Page 7 of 8 CC Agenda 05-18-2026
CC Regular Meeting Minutes – May 4, 2026, Page 8 of 8
ADJOURNMENT
The City Council adjourned at 8:32 p.m. to its next regular meeting scheduled for Monday, May 18, 2026, at 6:30 p.m.
Respectfully Submitted:
Georgianna Nicole Alvarez, MMC, CPMC
City Clerk
Approved this 18
th day of May, 2026:
_________________________________
Martha R. McQueen-Legohn, Mayor
Agenda Item No. 01 Page 8 of 8 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Ashley Chaparro, Finance Director
SUBJECT: REGISTER OF DISBURSEMENTS
RECOMMENDATION:
Receive and file the City’s Register of Disbursements for the period of April 14, 2026 through April 27, 2026.
BACKGROUND/ANALYSIS:
Cash disbursements are made weekly based on the submission of all required documents supporting the invoices submitted for payment. Prior to payment, Finance Department staff reviews all disbursement documents to ensure that they meet the approval requirements adopted in the Municipal Code and the City’s Purchasing Policies and Procedures Manual. The summary table below represents the Register of Disbursements as required by the Municipal Code § 2302 and included for the listed check dates. The disbursements are accounted for in the current budget.
Date Type of Payment Attachment Amount
April 15, 2026 EFT Transactions 31024-31028
A/P Checks 144017-144063
A $ 122,906.57
April 17, 2026 Payroll Distribution B $ 370,653.60
April 23, 2026 EFT Transactions 31031-31034
A/P Checks 144064-144173
C $ 338,999.22
TOTAL $832,559.39
FISCAL IMPACT:
This is an informational report only.
ATTACHMENTS:
A through C: Disbursement Registers
Agenda Item No. 02 Page 1 of 22 CC Agenda 05-18-2026
This Page Intentionally Left Blank
Agenda Item No. 02 Page 2 of 22 CC Agenda 05-18-2026
Disbursements for 4/15/26 Attachment A
4/28/2026
Accounts Payable Check Register
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount AMAZON CAPITAL SERVICES 4872 REC SUPPLIES-SUNDAY FUNDAY-ENVELOPES 101672-5540 General Fund 13D4-N1N1-FCG3 04/15/2026 31024 13.31 AMAZON CAPITAL SERVICES 4872 PWW SUPPLIES-SOLDERING IRON
TIPS/MOUSE PADS
301560-5500 Water Operations
Fund
1CTK-T9L3-GRWF 04/15/2026 31024 43.48
AMAZON CAPITAL SERVICES 4872 PWW SUPPLIES-SOLDERING IRON
TIPS/MOUSE PADS
302561-5520 Water Plant
Operations Fund
1CTK-T9L3-GRWF 04/15/2026 31024 17.39
AMAZON CAPITAL SERVICES 4872 PWL OFFICE SUPPLIES-IPHONE CASE 101553-5500 General Fund 1KF4-7VVP-F6N6 04/15/2026 31024 13.91 AMAZON CAPITAL SERVICES 4872 FIN OFFICE SUPPLIES-GREEN & ORANGE
HIGHLIGHTERS
101220-5500 General Fund 1LLR-KPLM-HP3M 04/15/2026 31024 17.38 AMAZON CAPITAL SERVICES 4872 PWW OFFICE SUPPLIES-WALL CALENDAR 301560-5520 Water Operations Fund
1MLD-PYQT-VXMM 04/15/2026 31024 24.90
AMAZON CAPITAL SERVICES 4872 PWW SUPPLIES-PHONE CASE/SCREEN
PROTECTOR
302561-5500 Water Plant
Operations Fund
1NJG-4QFY-MLMN 04/15/2026 31024 17.34
AMAZON CAPITAL SERVICES 4872 PWW OFFICE SUPPLIESCLIPBOARDS/BINDERS/STAPLES/AIR301560-5500 Water Operations Fund
1RMX-GPCW-XPXX 04/15/2026 31024 127.53
AMAZON CAPITAL SERVICES 4872 PWW OFFICE SUPPLIES-SMALL 3 TIER
BOOKCASE
301560-5500 Water Operations
Fund
1V6J-CWTR-QQKK 04/15/2026 31024 39.14
AMAZON CAPITAL SERVICES 4872 PWW OFFICE SUPPLIES-DOCUMENT
FOLDERS/ORGANIZER
301560-5500 Water Operations
Fund
1VPJ-FWGW-D1YN 04/15/2026 31024 41.08
AMAZON CAPITAL SERVICES 4872 REC EVENT SUPPLIES-5K COLOR RUN-SAFETY
PINS/BAGS
101671-5234 General Fund 1W9G-TTLL-M1VF 04/15/2026 31024 31.67 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101441-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 7,744.97 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101551-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 692.16 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
301560-5222 Water Operations
Fund
26026 FBN5615993A 04/15/2026 31025 2,189.29
ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101553-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 2,352.34 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
304563-5222 Solid Waste
Operations Fund
26026 FBN5615993A 04/15/2026 31025 421.16
ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
204551-5222 Gas Tax Fund 26026 FBN5615993A 04/15/2026 31025 715.46 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101440-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 3,169.24 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101111-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 392.09 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101550-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 715.45 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101780-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 2,407.35 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101670-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 2,181.85 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101554-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 677.54 ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
303562-5222 Wastewater
Operations Fund
26026 FBN5615993A 04/15/2026 31025 436.43
ENTERPRISE FM TRUST 5021 APR'26 MONTHLY VEH LEASE CHARGE-CITY
PORTION
101444-5222 General Fund 26026 FBN5615993A 04/15/2026 31025 326.58 Check No. 31024
Check Total: 387.13
Check No. 31025
Check Total: 24421.91
Check No. 31026
Agenda Item No. 02 Page 3 of 22 CC Agenda 05-18-2026
Disbursements for 4/15/26 Attachment A
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount RUBIO'S WELDING SERVICE 3305 7 3Y PARTIAL BIN REPAIRS/1 3Y FULL BIN
REPAIR/ETC
304563-5211 Solid Waste
Operations Fund
4902 04/15/2026 31026 2,000.00
RUBIO'S WELDING SERVICE 3305 ROLLOFF REPAIRS-1 BIN 304563-5211 Solid Waste Operations Fund
4899 04/15/2026 31027 2,925.00
YUNEX LLC 5204 MARCH 2025 TRAFFIC SIGNAL MAINTENANCE 204551-5211 Gas Tax Fund 90009186 04/15/2026 31028 802.72 101 TIRES & SERVICE LLC 5888 PWF SVCS-PDPAT UNIT81824-
ALIGNMENT/WHEEL BALANCE
101554-5215 General Fund 19510 04/15/2026 144017 145.00 APPRIVER 3614 ANNUAL ANTISPAM SERVICES -3/29/26-3/29/27 101116-5223 General Fund 3920703 04/15/2026 144018 1,098.24 APPRIVER 3614 ANNUAL ANTISPAM SERVICES -3/29/26-3/29/27 101000-1300 General Fund 3920703 04/15/2026 144018 3,294.70 AQUA-FLO SUPPLY 260 PWL REPAIRS-VALVE BOX AND LID 101553-5523 General Fund SI2723254 04/15/2026 144019 49.27 AQUA-FLO SUPPLY 260 PWS ROAD MATERIAL-AQUAPHALT ASPHALT REPAIR
204551-5524 Gas Tax Fund SI2725758 04/15/2026 144019 852.46 ARAMSCO, INC 5006 FM-JANITORIAL-2 BUCKET WRINGER SIDE
PRESS
101780-5520 General Fund S7629012.002 04/15/2026 144020 299.94 BAY ALARM COMPANY 269 5/1/26-7/31/26 CITY HALL ALARM MONITORING SVCS
101780-5212 General Fund 22869807 04/15/2026 144021 681.00 CALIFORNIA WOOD RECYCLING 291 MARCH 16-31, 2026
GREENWASTE/WOOD/BRUSH BILLING
304563-5233 Solid Waste
Operations Fund
146907C-IN 04/15/2026 144022 1,655.92
CCI OFFICE TECHNOLOGIES 4654 POSTAGE MACHINE SUPPLIES-INK AND
POSTAGE LABELS
101111-5500 General Fund INST498072 04/15/2026 144023 307.40 COASTLINE EQUIPMENT 309 PWF REPAIRS-PWL VEH 5261-SOLVENT 101554-5520 General Fund 1339394 04/15/2026 144024 125.82 COMPUTERSHARE TRUST COMPANY, N.A. 2198 FY26 TRUSTEE FEE-#22265100-PORT HUENEME POB 07 A
401111-5806 Pension Obligation
Bonds Fund
2540594 04/15/2026 144025 2,500.00
Check Total: 2000.00
Check No. 31027
Check Total: 2925.00
Check No. 31028
Check Total: 802.72
Check No. 144017
Check Total: 145.00
Check No. 144018
Check Total: 4392.94
Check No. 144019
Check Total: 901.73
Check No. 144020
Check Total: 299.94
Check No. 144021
Check Total: 681.00
Check No. 144022
Check Total: 1655.92
Check No. 144023
Check Total: 307.40
Check No. 144024
Check Total: 125.82
Check No. 144025
Agenda Item No. 02 Page 4 of 22 CC Agenda 05-18-2026
Disbursements for 4/15/26 Attachment A
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount COUNTY OF VENTURA 4270 CDD-NOE COUNTY POSTING FEE-PHSU-26-4 101000-4400 General Fund 04142026 PHSU-26- 4 04/15/2026 144026 50.00
COUNTY OF VENTURA 4270 CDD-NOE COUNTY POSTING FEE-PHSU-26-5 101000-4400 General Fund 04142026 PHSU-26- 5 04/15/2026 144027 50.00
COUNTY OF VENTURA 4270 CDD-NOE COUNTY POSTING FEE-PHSU-26-6 101000-4400 General Fund 04142026 PHSU-26- 6 04/15/2026 144028 50.00
DON & TOM'S FRONT END 332 PWF SERVICES-PWL VEH 5107-ALIGNMENT 101554-5215 General Fund 35699 04/15/2026 144029 155.00 DON & TOM'S FRONT END 332 PWF SERVICES-PWL VEH 5124-ALIGNMENT 101554-5215 General Fund 35701 04/15/2026 144029 155.00 FAMCON PIPE SUPPLY INC 337 PWW SUPPLIES-METER LID LIFTER/HYDRANT
METER LOCK
301560-5520 Water Operations
Fund
S100178529.001 04/15/2026 144030 246.19
FENCE FACTORY RENTALS 2561 REC-EGGSTRAVAGANZA EVENT-3/27-3/30/26
FENCE RENTAL
101671-5234 General Fund 697393 04/15/2026 144031 709.50 GRANITE CONSTRUCTION COMPANY 2144 WATER SUPPLIES-ASPHALT 301560-5520 Water Operations Fund
3143949 04/15/2026 144032 207.98
HOME DEPOT CREDIT SERVICES 115 FM SUPPLIES-EPOXY/FAST DRY/BONDO/PUTTY 101780-5520 General Fund 2354611 04/15/2026 144033 133.59 HOME DEPOT CREDIT SERVICES 115 FM SUPPLIES-PAINT/JIG KIT/ETC 101780-5520 General Fund 3354598 04/15/2026 144033 148.87 HOME DEPOT CREDIT SERVICES 115 PWS ROAD MATERIALS-HUSKY DEEP IMPACT
TOOL SETS
101551-5524 General Fund 5023000 04/15/2026 144033 146.33 HOME DEPOT CREDIT SERVICES 115 PWSW SUPPLIES-FAST SET CONCRETE 204551-5520 Gas Tax Fund 5023001 04/15/2026 144033 16.31 HOUSE SANITARY SUPPLY INC 118 FM-JANITORIAL-TOILET PAPER/HAND
TOWELS/TRASH BAGS
101780-5520 General Fund 315950 04/15/2026 144034 1,577.12 HYDRAULIC SOLUTIONS LP 5913 PWF REPAIRS-PWSW VEH 9126-PACKER SEALS
101554-5523 General Fund 134222 04/15/2026 144035 302.09 Check Total: 2500.00
Check No. 144026
Check Total: 50.00
Check No. 144027
Check Total: 50.00
Check No. 144028
Check Total: 50.00
Check No. 144029
Check Total: 310.00
Check No. 144030
Check Total: 246.19
Check No. 144031
Check Total: 709.50
Check No. 144032
Check Total: 207.98
Check No. 144033
Check Total: 445.10
Check No. 144034
Check Total: 1577.12
Check No. 144035
Check Total: 302.09
Check No. 144036
Agenda Item No. 02 Page 5 of 22 CC Agenda 05-18-2026
Disbursements for 4/15/26 Attachment A
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount JOHNSON CONTROLS SECURITY SOLUTIONS LLC 4634 5/1/26-7/31/26 COMM CENTER ALARM
SECURITY SYSTEM
101780-5212 General Fund 42348680 04/15/2026 144036 4,490.60 KIMBALL MIDWEST 366 PWF SUPPLIES-INVENTORYDRILL/SCREWS/CLAMP/ETC101554-5520 General Fund 104359522 04/15/2026 144037 467.19 LOWE'S 1841 FM SUPPLIES-CLEAR ADHESIVE/DOWEL PIN 101780-5520 General Fund 979615 04/15/2026 144038 45.97 LOWE'S 1841 PWW SUPPLIES-HOOK
TPE/WRENCH/TEE/NIPPLE/SLEEVE NUT
301560-5520 Water Operations
Fund
998546 04/15/2026 144038 139.05
LOWE'S 1841 PWW SUPPLIES-HOOK
TPE/WRENCH/TEE/NIPPLE/SLEEVE NUT
302561-5520 Water Plant
Operations Fund
998546 04/15/2026 144038 63.38
LTM INDUSTRIES, INC 374 PWF REPAIRS-PWSW VEH 9111-DOOR SEAL 101554-5215 General Fund 6476 04/15/2026 144039 981.93 LTM INDUSTRIES, INC 374 PWF REPAIRS-PWSW VEH 9112-PACKER 101554-5215 General Fund 6478 04/15/2026 144039 550.00 LTM INDUSTRIES, INC 374 PWF REPAIRS-PWSW VEH 9134-OIL LEAK 101554-5215 General Fund 6481 04/15/2026 144039 2,000.00 MASON'S SAW AND LAWN MOWER SVC INC 1075 PWL REPAIRS-MOTOR STARTER 101553-5523 General Fund 717602 04/15/2026 144040 243.32 MCMASTER-CARR SUPPLY COMPANY 5746 PHWA SUPPLIES-PANEL MOUNT
ADAPTER/ADAPTER CAP
302561-5520 Water Plant
Operations Fund
60284969 04/15/2026 144041 88.72
MCMASTER-CARR SUPPLY COMPANY 5746 PHWA-PRESSURE CALIBRATION-VALVE/BRASS
NIPPLE/TEE
302561-5520 Water Plant
Operations Fund
62902071 04/15/2026 144041 818.35
MCMASTER-CARR SUPPLY COMPANY 5746 PHWA-DRINKING WATER THREADED ON/OFF VALVE
302561-5520 Water Plant
Operations Fund
62962031 04/15/2026 144041 121.69
PEREZ, JOSE 333 3/9/26 CDENF & ADMIN CAR WASHES 101554-5215 General Fund 03092026-CD 04/15/2026 144042 25.00 PEREZ, JOSE 333 3/9/26 CDENF & ADMIN CAR WASHES 101554-5215 General Fund 03092026-CD 04/15/2026 144042 25.00 PEREZ, JOSE 333 3/23/26 CDENF & ADMIN CAR WASHES 101554-5215 General Fund 03232026-CD 04/15/2026 144042 25.00 PEREZ, JOSE 333 3/23/26 CDENF & ADMIN CAR WASHES 101554-5215 General Fund 03232026-CD 04/15/2026 144042 25.00 PEREZ, JOSE 333 4/13/26 CDENF & ADMIN CAR WASHES 101554-5215 General Fund 04132026-CD 04/15/2026 144042 25.00 PEREZ, JOSE 333 4/13/26 CDENF & ADMIN CAR WASHES 101554-5215 General Fund 04132026-CD 04/15/2026 144042 25.00 PEREZ, JOSE 333 4/14/26 PWWW/PWSW/PWL/PWE CAR WASHES 101554-5215 General Fund 04142026-PW 04/15/2026 144042 25.00 PEREZ, JOSE 333 4/14/26 PWWW/PWSW/PWL/PWE CAR WASHES 101554-5215 General Fund 04142026-PW 04/15/2026 144042 25.00 Check Total: 4490.60
Check No. 144037
Check Total: 467.19
Check No. 144038
Check Total: 248.40
Check No. 144039
Check Total: 3531.93
Check No. 144040
Check Total: 243.32
Check No. 144041
Check Total: 1028.76
Check No. 144042
Agenda Item No. 02 Page 6 of 22 CC Agenda 05-18-2026
Disbursements for 4/15/26 Attachment A
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount PEREZ, JOSE 333 4/14/26 PWWW/PWSW/PWL/PWE CAR WASHES 101554-5215 General Fund 04142026-PW 04/15/2026 144042 25.00 PEREZ, JOSE 333 4/14/26 PWWW/PWSW/PWL/PWE CAR WASHES 101554-5215 General Fund 04142026-PW 04/15/2026 144042 25.00 PEREZ, JOSE 333 4/14/26 PWWW/PWSW/PWL/PWE CAR WASHES 101554-5215 General Fund 04142026-PW 04/15/2026 144042 25.00 PEREZ, JOSE 333 4/14/26 PWWW/PWSW/PWL/PWE CAR WASHES 101554-5215 General Fund 04142026-PW 04/15/2026 144042 25.00 PPG ARCHITECTURAL FINISHES 3761 PWSW SUPPLIES-GRAY PRIMER/ACRYLIC SEMI GLOSS
304563-5520 Solid Waste
Operations Fund
808920007361 04/15/2026 144043 1,275.52
REFUND 99999 CUST ACCT CLOSED- WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB1019194-34361 04/15/2026 144044 137.53
REFUND 99999 CUST ACCT CLOSED-WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB1021558-40965 04/15/2026 144045 34.66
REFUND 99999 COURT ORDERED PENALTY AND FILING FEE
REFUND
101444-5402 General Fund 04132026
SALMORE
04/15/2026 144046 78.00
REFUND 99999 CUST ACCT CLOSED-WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB1026262-50644 04/15/2026 144047 102.27
REFUND 99999 CUST ACCT CLOSED-WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
1018612-21327 04/15/2026 144048 137.11
RINCON CONSULTANTS, INC. 2153 OCTOBER 2025 BSPRINGS BIOLOGICAL
MONITORING
201556-5212 Drainage Assmnt
District Fund
26094 69823 04/15/2026 144049 19,619.00
RINCON CONSULTANTS, INC. 2153 NOVEMBER 2025 BSPRINGS BIOLOGICAL
MONITORING
201556-5212 Drainage Assmnt
District Fund
26094 70684 04/15/2026 144049 937.70
RINCON CONSULTANTS, INC. 2153 DECEMBER 2025 BSPRINGS BIOLOGICAL
MONITORING
201556-5212 Drainage Assmnt
District Fund
26094 71523 04/15/2026 144049 3,051.50
RINCON CONSULTANTS, INC. 2153 MAR'26 SB 1383 REPORTING SUPPORT
CONSULTING SVCS
304563-5204 Solid Waste
Operations Fund
25205 73365 04/15/2026 144050 3,646.46
RUSH TRUCK CENTER, SYLMAR 4448 PWF CREDIT MEMO-2 ROTOR U-SHAPED
RETURNED
101554-5523 General Fund 3045478430 04/15/2026 144051 -891.75 Check Total: 300.00
Check No. 144043
Check Total: 1275.52
Check No. 144044
Check Total: 137.53
Check No. 144045
Check Total: 34.66
Check No. 144046
Check Total: 78.00
Check No. 144047
Check Total: 102.27
Check No. 144048
Check Total: 137.11
Check No. 144049
Check Total: 23608.20
Check No. 144050
Check Total: 3646.46
Check No. 144051
Agenda Item No. 02 Page 7 of 22 CC Agenda 05-18-2026
Disbursements for 4/15/26 Attachment A
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount RUSH TRUCK CENTER, SYLMAR 4448 PWF SUPPLIES-INVENTORY-CRANKCASE 101554-5523 General Fund 3045491107 04/15/2026 144051 456.75 RUSH TRUCK CENTER, SYLMAR 4448 PWF REPAIRS-PWSW VEH 9128-VALVE ATR6 101554-5523 General Fund 3045546008 04/15/2026 144051 451.31 SC COMMERCIAL, LLC 3581 PWF SUPPLIES-INVENTORY-DIESEL EXHAUST FLUID
101554-5520 General Fund IN-0000334495 04/15/2026 144052 791.95 VENCO POWER SWEEPING, INC 454 APRIL 2026 CITY WIDE STREET SWEEPING
SERVICES
304563-5213 Solid Waste
Operations Fund
26050 CA0942693 04/15/2026 144053 26,243.80
SPORTSBEAMS LIGHTING, INC 5982 FM-BSPRINGS LIGHTING-CELLULAR ROUTER CARD
101780-5520 General Fund 1591 04/15/2026 144054 24.00
STATE CONTROLLER'S OFFICE 1583 FY 24/25 ANNUAL STREET REPORT 204551-5204 Gas Tax Fund FAUD-00005283 04/15/2026 144055 3,200.00 SUITEONE MEDIA, INC 4420 ANNUAL RENEWAL OF ON DEMAND/LIVE STREAM
101116-5223 General Fund 2686-5 04/15/2026 144056 832.50 SUITEONE MEDIA, INC 4420 ANNUAL RENEWAL OF ON DEMAND/LIVE STREAM
101000-1300 General Fund 2686-5 04/15/2026 144056 4,162.50 TAMPA HARDWARE, INC 4401 PWW SUPPLIES-PRIMER PVC PURPLE/CMNT
PVC HOT LOVOC
301560-5520 Water Operations
Fund
1074096 04/15/2026 144057 23.47
TAMPA HARDWARE, INC 4401 PWW SUPPLIES-TIRE SHINE SPRAY CAN 301560-5520 Water Operations Fund
1074397 04/15/2026 144057 11.95
TAMPA HARDWARE, INC 4401 PWW SUPPLIES-BUNGEE CORD/SCRATCHOUT LIQUID/LIGHTR301560-5520 Water Operations Fund
1075319 04/15/2026 144057 26.07
TAMPA HARDWARE, INC 4401 PHWA SUPPLIES-PIPE TEE/HEX BUSH/NIPPLE 302561-5520 Water Plant Operations Fund
1075635 04/15/2026 144057 49.75
TRAFFIC TECHNOLOGIES LLC 1021 PWW SUPPLIES-CONE SIGN/BARICADES/MESH VESTS
301560-5510 Water Operations
Fund
53340 04/15/2026 144058 67.68
TRAFFIC TECHNOLOGIES LLC 1021 PWW SUPPLIES-CONE SIGN/BARICADES/MESH VESTS
301560-5520 Water Operations
Fund
53340 04/15/2026 144058 1,052.43
UNIFIRST CORPORATION 5314 STREETS UNIFORM SERVICES 101551-5214 General Fund 2210289426 04/15/2026 144059 37.31 UNIFIRST CORPORATION 5314 STREETS UNIFORM SERVICES 101551-5214 General Fund 2210289429 04/15/2026 144059 21.70 UNIFIRST CORPORATION 5314 REFUSE UNIFORM SERVICES 304563-5214 Solid Waste Operations Fund
2210289595 04/15/2026 144059 131.19
UNIFIRST CORPORATION 5314 FM SUPPLIES-CITY HALL-MATS/MOPS
SERVICES
101780-5212 General Fund 2210291285 04/15/2026 144059 54.74 UNIFIRST CORPORATION 5314 STREETS UNIFORM SERVICES 101551-5214 General Fund 2210291330 04/15/2026 144059 37.31 UNIFIRST CORPORATION 5314 STREETS UNIFORM SERVICES 101551-5214 General Fund 2210291334 04/15/2026 144059 21.70 Check Total: 16.31
Check No. 144052
Check Total: 791.95
Check No. 144053
Check Total: 26243.80
Check No. 144054
Check Total: 24.00
Check No. 144055
Check Total: 3200.00
Check No. 144056
Check Total: 4995.00
Check No. 144057
Check Total: 111.24
Check No. 144058
Check Total: 1120.11
Check No. 144059
Agenda Item No. 02 Page 8 of 22 CC Agenda 05-18-2026
Disbursements for 4/15/26 Attachment A
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount UNIFIRST CORPORATION 5314 FM SUPPLIES-HA/FM-MATS/MOPS SERVICES 101780-5212 General Fund 2210291347 04/15/2026 144059 23.79 UNIFIRST CORPORATION 5314 REFUSE UNIFORM SERVICES 304563-5214 Solid Waste Operations Fund
2210291625 04/15/2026 144059 99.89
UNIFIRST CORPORATION 5314 WATER/WATER PLANT UNIFORM SERVICES 301560-5214 Water Operations Fund
2210291627 04/15/2026 144059 145.48
UNIFIRST CORPORATION 5314 FM SUPPLIES-COMM CENTER-MATS/MOPS
SERVICES
101780-5212 General Fund 2210291823 04/15/2026 144059 62.39 UNIFIRST CORPORATION 5314 REFUSE UNIFORM SERVICES 304563-5214 Solid Waste Operations Fund
2210285288 04/15/2026 144060 139.80
US SPECIALTY COATINGS 5710 FM SUPPLIES-GRAFFITI CLEAN UP-AEROSOL PAINT
101780-5520 General Fund 287751 04/15/2026 144061 324.00 WESTERN EXTERMINATOR CO 211 PEST CONTROL MAINTENANCE-CITY HALL 101780-5212 General Fund 94605612 04/15/2026 144062 332.76 WHITE CAP, L.P. 3867 PWS SAFETY SUPPLIES-NITRILE GLOVES 101551-5510 General Fund 10023427050 04/15/2026 144063 147.66 Grand Total 122,906.57
Check Total: 635.50
Check No. 144063
Check Total: 147.66
Check No. 144060
Check Total: 139.80
Check No. 144061
Check Total: 324.00
Check No. 144062
Check Total: 332.76
Agenda Item No. 02 Page 9 of 22 CC Agenda 05-18-2026
ATTACHMENT B
SALARY DISTRIBUTIONS
PAYROLL DIRECT DEPOSIT TOTALS: $370,103.38
PAYROLL CHECK REGISTER: $550.22 $370,653.60
TOTAL DISBURSEMENT: $370,653.60
CITY OF PORT HUENEME
PAYROLL CASH DISBURSEMENT FOR
April 17, 2026
Agenda Item No. 02 Page 10 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Accounts Payable Check Register
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount INGLIS IMPORTS INC. 357 PD K9 GATOR BOARDING-2/19/26-2/21/26 101000-2405 General Fund IPHB049120 04/23/2026 31031 142.00 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,181.62 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,634.24 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 327.11 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,837.00 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 473.13 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 853.97 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,223.95 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,760.03 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 230.91 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 893.87 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,197.73 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 2,262.60 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,318.55 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 1,240.37 CONICO TORO, INC 5909 APR'26 PW FUEL PURCHASES AT MAC VALLEY OIL CO
101554-5522 General Fund 26099 CP-058410 04/23/2026 31032 343.94 MIDAMERICA ADMINISTRATIVE & 5669 HRA POA-2025 3 MONTH PAYMENT-NEGRETE 101000-2254 General Fund CFF1776268341813 04/23/2026 31033 300.00 RUBIO'S WELDING SERVICE 3305 ROLLOFF REPAIRS/6YD FULL BIN REPAIRS 304563-5211 Solid Waste Operations Fund
4903 04/23/2026 31034 2,120.00
AGRX 739 PWL SUPPLIES-GLY STAR PLUS 101553-5520 General Fund 609757 04/23/2026 144064 505.69 AGRX 739 PWL SUPPLIES-ULTRASOL MULTI PURPOSE
SOIL
101553-5520 General Fund 610823 04/23/2026 144064 98.35 ALL CITY MANAGEMENT SERVICES, INC 3984 3/29/26-4/11/26 CROSSING GUARD SERVICE 101440-5204 General Fund 26063 PS-INV105302 04/23/2026 144065 2,309.12 Check No. 31034
Check Total: 2120.00
Check No. 144064
Check Total: 604.04
Check No. 144065
Check No. 31031
Check Total: 142.00
Check No. 31032
Check Total: 16779.02
Check No. 31033
Check Total: 300.00
Agenda Item No. 02 Page 11 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount ALL-PHASE ELECTRIC 10 FM-BEACH PROMENADE-LED
LIGHTING/WIRECON BOX
101780-5520 General Fund 5665-1084258 04/23/2026 144066 317.58 AMERICAN ASPHALT SOUTH, INC 3501 PWS-MARCH'26 SURFSIDE VILLAGE
RESURFACING PROJECT
204551-5700 Gas Tax Fund 26091 2026-2658 04/23/2026 144067 21,956.36 TAWNI ANGEL 5403 3/28/26 EGGSTRAVAGANZA COMM EVENT
PETTING ZOO SVCS
101671-5234 General Fund 616 04/23/2026 144068 900.00
AQUA-FLO SUPPLY 260 PWL REPAIRS-ROTATOR/COUPLER/PVC
BUSHING
101553-5523 General Fund SI2727567 04/23/2026 144069 91.46 AQUA-FLO SUPPLY 260 PWL SUPPLIES-HUNTER DRIP ZONE KIT 101553-5520 General Fund SI2728116 04/23/2026 144069 64.63 ASWELL TROPHY 27 REC EVENT SUPPLIES-5K COLOR RUNTROPHIES 101671-5234 General Fund 181311 04/23/2026 144070 594.67 BURKE, WILLIAMS & SORENSEN, LLP 287 MAR'26 PROFESSIONAL LEGAL SERVICES 101115-5202 General Fund 20240069 364236 04/23/2026 144071 3,412.50 CALIFORNIA RURAL WATER ASSOCIATION 893 PHWA-ANNUAL CRWA MEMBERSHIP APRIL 2026-APRIL 2027
302561-5402 Water Plant
Operations Fund
6278 04/23/2026 144072 278.00
CALIFORNIA WOOD RECYCLING 291 APRIL 1-15, 2026 GREENWASTE/HARD TO
HANDLE LOAD
304563-5233 Solid Waste
Operations Fund
146956C-IN 04/23/2026 144073 2,801.62
CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-AUGUST 2025 SERVICES 101670-5220 General Fund 41619319 04/23/2026 144074 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-JUNE 2025 SERVICES 101670-5220 General Fund 41208711 04/23/2026 144075 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-APRIL 2025 SERVICES 101670-5220 General Fund 39826385 04/23/2026 144076 68.06 Check No. 144075
Check Total: 68.06
Check No. 144076
Check Total: 68.06
Check No. 144077
Check No. 144072
Check Total: 278.00
Check No. 144073
Check Total: 2801.62
Check No. 144074
Check Total: 68.06
Check No. 144069
Check Total: 156.09
Check No. 144070
Check Total: 594.67
Check No. 144071
Check Total: 3412.50
Check No. 144066
Check Total: 317.58
Check No. 144067
Check Total: 21956.36
Check No. 144068
Check Total: 900.00
Check Total: 2309.12
Agenda Item No. 02 Page 12 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-JULY 2025 SERVICES 101670-5220 General Fund 41395895 04/23/2026 144077 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-OCTOBER 2025 SERVICES 101670-5220 General Fund 41954250 04/23/2026 144078 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-SEPTEMBER 2025 SERVICES 101670-5220 General Fund 41784551 04/23/2026 144079 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-JANUARY 2026 SERVICES 101670-5220 General Fund 42466890 04/23/2026 144080 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-NOVEMBER 2025 SERVICES 101670-5220 General Fund 42131028 04/23/2026 144081 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-DECEMBER 2025 SERVICES 101670-5220 General Fund 42305288 04/23/2026 144082 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-MARCH 2026 SERVICES 101670-5220 General Fund 42826084 04/23/2026 144083 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-FEBRUARY 2026 SERVICES 101670-5220 General Fund 42642493 04/23/2026 144084 68.06 CANON FINANCIAL SERVICES, INC 3733 668326-1 COPIER-APRIL 2026 SERVICES 101670-5220 General Fund 42992017 04/23/2026 144085 68.06 CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICES - SEPTEMBER 2025
101115-5220 General Fund 41784550 04/23/2026 144086 242.71 CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICESOCTOBER 2025101115-5220 General Fund 41954249 04/23/2026 144087 242.71 CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICESNOVEMBER 2025101115-5220 General Fund 42131027 04/23/2026 144088 242.71 CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICESDECEMBER 2025101115-5220 General Fund 42305287 04/23/2026 144089 242.71 Check No. 144087
Check Total: 242.71
Check No. 144088
Check Total: 242.71
Check No. 144089
Check No. 144084
Check Total: 68.06
Check No. 144085
Check Total: 68.06
Check No. 144086
Check Total: 242.71
Check No. 144081
Check Total: 68.06
Check No. 144082
Check Total: 68.06
Check No. 144083
Check Total: 68.06
Check No. 144078
Check Total: 68.06
Check No. 144079
Check Total: 68.06
Check No. 144080
Check Total: 68.06
Check Total: 68.06
Agenda Item No. 02 Page 13 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICESJANUARY 2026101115-5220 General Fund 42466889 04/23/2026 144090 242.71 CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICESFEBRUARY 2026101115-5220 General Fund 42642492 04/23/2026 144091 242.71 CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICESMARCH 2026101115-5220 General Fund 42826083 04/23/2026 144092 242.71 CANON FINANCIAL SERVICES, INC 3733 001-0668326-009 HR COPIER SERVICES-APRIL 2026
101115-5220 General Fund 42992016 04/23/2026 144093 242.71 CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-2 PW MONTHLY COPIER LEASE 304563-5220 Solid Waste Operations Fund
42992018 04/23/2026 144094 272.84
CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-2 PW MONTHLY COPIER LEASE 301560-5220 Water Operations Fund
42992018 04/23/2026 144094 272.85
CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-2 PW MONTHLY COPIER LEASE 303562-5220 Wastewater Operations Fund
42992018 04/23/2026 144094 272.85
CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-6 PW MONTHLY COPIER LEASE 304563-5220 Solid Waste Operations Fund
42992022 04/23/2026 144095 77.79
CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-6 PW MONTHLY COPIER LEASE 303562-5220 Wastewater Operations Fund
42992022 04/23/2026 144095 77.79
CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-6 PW MONTHLY COPIER LEASE 301560-5220 Water Operations Fund
42992022 04/23/2026 144095 77.80
CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-5 ADM MONTHLY COPIER LEASE
101112-5220 General Fund 42992021 04/23/2026 144096 337.07 CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-3 PD MONTHLY COPIER LEASE 101442-5220 General Fund 42992020 04/23/2026 144097 426.72 CANON FINANCIAL SERVICES, INC 3733 APR'26 668326-4 FIN MONTHLY COPIER LEASE 101111-5220 General Fund 42992019 04/23/2026 144098 250.95 CHARLES ABBOTT ASSOCIATES, INC 4671 MAR'26 B&S INSPECTION/PLAN CHECK
CONSULT-SURFSIDE
101331-5204 General Fund 26048 70153 04/23/2026 144099 1,590.00 Check No. 144099
Check Total: 1590.00
Check No. 144100
Check No. 144096
Check Total: 337.07
Check No. 144097
Check Total: 426.72
Check No. 144098
Check Total: 250.95
Check No. 144093
Check Total: 242.71
Check No. 144094
Check Total: 818.54
Check No. 144095
Check Total: 233.38
Check No. 144090
Check Total: 242.71
Check No. 144091
Check Total: 242.71
Check No. 144092
Check Total: 242.71
Check Total: 242.71
Agenda Item No. 02 Page 14 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount CINTAS CORPORATION 3812 3/30/26 PD FIRST AID REPLENISH 101442-5204 General Fund 8408229875 04/23/2026 144100 515.29 CITY OF OXNARD 2293 MAR'26 FIRELINE PORTION- 234633-252984
UTIL BILL
302561-5300 Water Plant
Operations Fund
2984 04152026A 04/23/2026 144101 97.74
CITY OF OXNARD 5543 FEBRUARY 2026 WASTEWATER
PRETREATMENT SVCS
303562-5232 Wastewater
Operations Fund
9572 04/23/2026 144102 1,064.78
CITY OF OXNARD-TREASURER 3835 MARCH 2026 REFUSE/RECYCLING DISPOSAL 304563-5233 Solid Waste Operations Fund
56558 04/23/2026 144103 197,670.15
CIVICPLUS 3370 3/1/26-2/28/27 ONLINE CODE HOSTING
SERVICES
101113-5223 General Fund 365414 04/23/2026 144104 500.00 CLEANTECH ENVIRONMENTAL 4077 USED MOTOR OIL DISPOSAL 101554-5403 General Fund 954549 04/23/2026 144105 187.45 COASTAL PIPCO INC 308 PWS SIGN SUPPLIES-GALVANIZED PIPE 204551-5525 Gas Tax Fund S2325848.001 04/23/2026 144106 264.07 COMPUTER LOGISTICS CORPORATION 3194 PD-MAY 2026 EMAIL HOSTING SVCS 101440-5223 General Fund 87094 04/23/2026 144107 44.00 COUNTY OF VENTURA ENVIRONMENTAL HEALTH 1051 COMM CENTR SNR NUTRITION KITCHEN PERMIT-SEATS 1-49
101671-5540 General Fund IN0276692 04/23/2026 144108 764.00 COUNTY OF VENTURA IT SVCS DEPT 457 MARCH 2026 IT SERVICES- CLETS 101440-5301 General Fund INV0376217 04/23/2026 144109 197.70 COUNTY OF VENTURA IT SVCS DEPT 457 MARCH 2026 IT PARKING NETWORK ACCESS 101440-5301 General Fund INV0376219 04/23/2026 144109 30.66 DELL MARKETING LP 322 PD EVIDENCE 1 COMPUTER SYSTEM 101440-5526 General Fund 10869988045 04/23/2026 144110 3,105.07 DELL MARKETING LP 322 PW COMPUTER SUPPLIES-DELL LAPTOP
DOCKING STATION
101550-5526 General Fund 10870413591 04/23/2026 144110 50.29 DELL MARKETING LP 322 PW COMPUTER SUPPLIES-DELL LAPTOP
DOCKING STATION
303562-5500 Wastewater
Operations Fund
10870413591 04/23/2026 144110 50.31
DELL MARKETING LP 322 PW COMPUTER SUPPLIES-DELL LAPTOP
DOCKING STATION
301560-5500 Water Operations
Fund
10870413591 04/23/2026 144110 50.29
DELL MARKETING LP 322 PW COMPUTER SUPPLIES-DELL LAPTOP
DOCKING STATION
304563-5500 Solid Waste
Operations Fund
10870413591 04/23/2026 144110 50.29
Check No. 144111
Check No. 144108
Check Total: 764.00
Check No. 144109
Check Total: 228.36
Check No. 144110
Check Total: 3306.25
Check No. 144105
Check Total: 187.45
Check No. 144106
Check Total: 264.07
Check No. 144107
Check Total: 44.00
Check No. 144102
Check Total: 1064.78
Check No. 144103
Check Total: 197670.15
Check No. 144104
Check Total: 500.00
Check Total: 515.29
Check No. 144101
Check Total: 97.74
Agenda Item No. 02 Page 15 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount DEPARTMENT OF JUSTICE ACCT OFFICE 323 MARCH 2026 LIVESCAN FINGERPRINTS 101115-5204 General Fund 039098 04/23/2026 144111 49.00 DISPENSING TECHNOLOGY CORPORATION 329 PWS ROAD MATERIAL-BLUE PAINT 101551-5524 General Fund 18101 04/23/2026 144112 328.04 DIVISION OF THE STATE ARCHITECT 3722 DSA QUARTERLY SB-1186 FEE JAN 2026-MAR 2026
101000-2406 General Fund 04152026 JAN26-
MAR26
04/23/2026 144113 42.40
DOCUPRODUCTS CORPORATION 651 12/23/25-3/22/26 PD C5840i COPIER OVERAGE
SERVICE
101442-5220 General Fund 326586 04/23/2026 144114 553.72 DOOLEY ENTERPRISES, INC. 1109 PD RANGE SUPPLIES-AMMUNITION 101441-5511 General Fund 71530 04/23/2026 144115 2,287.59 ESTELA CASTILLO 5992 TRAVEL PREPAYMENT-OPENGOV CONFRNCE 4/28/26-5/1/26
101331-5411 General Fund 04222026
CASTILLO
04/23/2026 144116 325.60
EWING IRRIGATION PRODUCTS, INC 336 PWL REPAIRS-COUPLING/PVC PIPE 101553-5523 General Fund 29826853 04/23/2026 144117 12.76 F. MORTON PITT COMPANY 918 PD OFFICE SUPPLIES-N SCOTTI-NAME PLATE 101442-5214 General Fund 20254 04/23/2026 144118 18.32 FEDERAL EXPRESS CORP 338 3/16/26 PD MAILING SERVICES 101440-5500 General Fund 922799589 04/23/2026 144119 18.44 FEDERAL EXPRESS CORP 338 4/6/26 PD MAILING SERVICES 101440-5500 General Fund 925660266 04/23/2026 144119 18.66 FGL ENVIRONMENTAL 339 SUPPORT WATER QUALITY ANALYSIS COPH 301560-5204 Water Operations Fund
26007 606328A 04/23/2026 144120 2.80
FGL ENVIRONMENTAL 339 SUPPORT WATER QUALITY ANALYSIS COPH 301560-5230 Water Operations Fund
26007 606328A 04/23/2026 144120 37.20
FGL ENVIRONMENTAL 339 BACTI/MISC WATER QUALITY ANALYSIS COPH 301560-5230 Water Operations Fund
26007 606329A 04/23/2026 144120 163.68
FGL ENVIRONMENTAL 339 BACTI/MISC WATER QUALITY ANALYSIS COPH 301560-5204 Water Operations Fund
26007 606329A 04/23/2026 144120 12.32
FGL ENVIRONMENTAL 339 BACTI/MISC WATER QUALITY ANALYSIS PHWA 302561-5230 Water Plant Operations Fund
26008 606331A 04/23/2026 144120 92.00
FGL ENVIRONMENTAL 339 SUPPORT WATER QUALITY ANALYSIS COPH 301560-5230 Water Operations Fund
26007 606967A 04/23/2026 144120 37.20
FGL ENVIRONMENTAL 339 SUPPORT WATER QUALITY ANALYSIS COPH 301560-5204 Water Operations Fund
26007 606967A 04/23/2026 144120 2.80
Check No. 144120
Check Total: 348.00
Check No. 144121
Check No. 144117
Check Total: 12.76
Check No. 144118
Check Total: 18.32
Check No. 144119
Check Total: 37.10
Check No. 144114
Check Total: 553.72
Check No. 144115
Check Total: 2287.59
Check No. 144116
Check Total: 325.60
Check Total: 49.00
Check No. 144112
Check Total: 328.04
Check No. 144113
Check Total: 42.40
Agenda Item No. 02 Page 16 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount GRANITE CONSTRUCTION COMPANY 2144 PWW SUPPLIES-ASPHALT 301560-5520 Water Operations Fund
3184665 04/23/2026 144121 304.09
HD SUPPLY FACILITIES MAINTENANCE 116 FM-INVT-TOILET SUPPLY/FAUCETS/WAX
RINGS/DRAIN/ETC
213781-5520 Housing Successor
Agency Fund
9248117513 04/23/2026 144122 791.98
HD SUPPLY FACILITIES MAINTENANCE 116 FM-INVT-TOILET SUPPLY/FAUCETS/WAX
RINGS/DRAIN/ETC
101780-5520 General Fund 9248117513 04/23/2026 144122 791.98 HD SUPPLY FACILITIES MAINTENANCE 116 FM-INVT-TOILET SUPPLY/FAUCETS/WAX
RINGS/DRAIN/ETC
212781-5520 Surplus Property
Auth Fund
9248117513 04/23/2026 144122 300.00
HD SUPPLY FACILITIES MAINTENANCE 116 FM SUPPLIES-4 GALS SOLID PAINT HARD 101780-5520 General Fund 9248151785 04/23/2026 144122 271.53 HD SUPPLY FACILITIES MAINTENANCE 116 FM SUPPLIES-CITY HALL ROOF COUPINGGRAY PRIMER101780-5520 General Fund 9248225384 04/23/2026 144122 339.97 KATZ, NORMAN 1997 JANUARY 2026 PD PSYCHOLOGICAL
CONSULTING SERVICES
101440-5204 General Fund 03-26-2026 04/23/2026 144123 400.00 LINCOLN NATIONAL LIFE INSURANCE CO 2567 MAY 2026 INSURANCE PREMIUMSREF#4962753278501000-2243 Payroll Clearing Fund
4010 04202026A 04/23/2026 144124 7,953.97
LINCOLN NATIONAL LIFE INSURANCE CO 2567 MAY 2026 VOLUNTARY-REF#4952964519 501000-2252 Payroll Clearing Fund
4010 04202026B 04/23/2026 144124 3,500.35
LINCOLN NATIONAL LIFE INSURANCE CO 2567 MAY 2026 DENTAL PREMIUMS-REF #4959958109
501000-2242 Payroll Clearing
Fund
3947 04102026 04/23/2026 144125 302.88
MCLAUGHLIN WASTE EQUIPMENT INC 5311 REFUSE SUPPLIES-ROLLOFF FLOOR SHEETS 304563-5526 Solid Waste Operations Fund
0015218-IN 04/23/2026 144126 2,859.93
NICHOLS CONSULTING 4497 PREP OF SB90 COST CLAIMS CNSLT SVCS THRU 6/30/26
101111-5204 General Fund 2026-9730101-01 04/23/2026 144127 3,800.00 ODP BUSINESS SOLUTIONS, LLC 393 CREDIT MEMO-FIN-TONER RETURNED (DEFECTIVE)
101220-5500 General Fund 462973743001 04/23/2026 144128 -222.90 ODP BUSINESS SOLUTIONS, LLC 393 OFFICE SUPPLIES-DEPOSIT BAGS 101111-5500 General Fund 463015004001 04/23/2026 144128 176.96 ODP BUSINESS SOLUTIONS, LLC 393 REC OFFICE SUPPLIES-LEGAL SIZE COPY PAPER
101671-5540 General Fund 463276651002 04/23/2026 144128 21.63 ODP BUSINESS SOLUTIONS, LLC 393 FIN OFFICE SUPPLIES-MOUSEPAD/2
WRISTRESTS
101220-5500 General Fund 465779747001 04/23/2026 144128 59.74 ODP BUSINESS SOLUTIONS, LLC 393 PD OFFICE SUPPLIES-PAPER 101111-5500 General Fund 465820093001 04/23/2026 144128 367.26 ODP BUSINESS SOLUTIONS, LLC 393 PD OFFICE SUPPLIES-PRINTER INK 101441-5500 General Fund 466112030001 04/23/2026 144128 781.33 ODP BUSINESS SOLUTIONS, LLC 393 FIN OFFICE SUPPLIES-TONER 101220-5500 General Fund 466122843001 04/23/2026 144128 114.23 Check No. 144126
Check Total: 2859.93
Check No. 144127
Check Total: 3800.00
Check No. 144128
Check No. 144123
Check Total: 400.00
Check No. 144124
Check Total: 11454.32
Check No. 144125
Check Total: 302.88
Check Total: 304.09
Check No. 144122
Check Total: 2495.46
Agenda Item No. 02 Page 17 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount ON DUTY UNIFORMS, INC. 4261 PD UNIFORMS-A CRAVENS-PANTS/SHIRTS/TIE BAR
101441-5214 General Fund 4888 04/23/2026 144129 1,708.33 PEREZ, JOSE 333 4/3/26 PDPAT CAR WASHES 101441-5215 General Fund 04032026-PD 04/23/2026 144130 300.00 PEREZ, JOSE 333 4/13/26 PDPAT/PDADM/PDMISC CAR WASHES 101441-5215 General Fund 04132026-PD 04/23/2026 144130 450.00 PEREZ, JOSE 333 4/17/26 PDPAT/PDADM/PDMISC CAR WASHES 101441-5215 General Fund 04172026-PD 04/23/2026 144130 350.00 PLATINUM TOW AND TRANSPORT, INC 3781 MARCH 2026 TOW AND STORAGE SERVICES 101441-5204 General Fund 37874 04/23/2026 144131 310.00 PLATINUM TOW AND TRANSPORT, INC 3781 MARCH 2026 TOW AND STORAGE SERVICES 101441-5204 General Fund 37875 04/23/2026 144131 310.00 PLATINUM TOW AND TRANSPORT, INC 3781 MARCH 2026 TOW AND STORAGE SERVICES 101441-5204 General Fund 37876 04/23/2026 144131 310.00 PLATINUM TOW AND TRANSPORT, INC 3781 MARCH 2026 TOW AND STORAGE SERVICES 101441-5204 General Fund 37877 04/23/2026 144131 310.00 PLATINUM TOW AND TRANSPORT, INC 3781 MARCH 2026 TOW AND STORAGE SERVICES 101441-5204 General Fund 37878 04/23/2026 144131 310.00 PORTASTOR 3947 3/4/26-4/3/26 T-003 STORAGE CONTAINER
SERVICES
101673-5220 General Fund 476605 04/23/2026 144132 100.00 PORTASTOR 3947 3/18/26-04/17/26 V-300 PD STORAGE
CONTAINER SVCS
101442-5220 General Fund 477593 04/23/2026 144133 85.00 PORTASTOR 3947 3/4/26-4/3/26 G-195 STORAGE CONTAINER
SERVICES
101442-5220 General Fund 476643 04/23/2026 144134 85.00 PPG ARCHITECTURAL FINISHES 3761 PWSW SUPPLIES-ACRYLIC
SEMIGLOSS/PRIMER
304563-5520 Solid Waste
Operations Fund
808920007468 04/23/2026 144135 954.59
PRIME BUILDING MATERIALS INC 516 PWW SUPPLIES-FILL SAND 301560-5520 Water Operations Fund
335503 04/23/2026 144136 413.12
PRIME BUILDING MATERIALS INC 516 PWW SUPPLIES-CLASS II ROAD BASE 301560-5520 Water Operations Fund
335504 04/23/2026 144136 293.77
PRIME BUILDING MATERIALS INC 516 PWW SUPPLIES-FILL SAND 301560-5520 Water Operations Fund
335508 04/23/2026 144136 309.84
PROFORMA 416 FM SUPPLIES-DAILY RECORD FORMS 101780-5500 General Fund B185016925A 04/23/2026 144137 905.58 Check No. 144135
Check Total: 954.59
Check No. 144136
Check Total: 1016.73
Check No. 144137
Check No. 144132
Check Total: 100.00
Check No. 144133
Check Total: 85.00
Check No. 144134
Check Total: 85.00
Check No. 144129
Check Total: 1708.33
Check No. 144130
Check Total: 1100.00
Check No. 144131
Check Total: 1550.00
Check Total: 1298.25
Agenda Item No. 02 Page 18 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount RED WING BUSINESS ADVANTAGE ACCOUNT 421 BOOT ALLOWANCE-R MENDEZ LOPEZ 101115-5164 General Fund 131ST1-4249644 04/23/2026 144138 225.00 REFUND 99999 CUST ACCT CLOSED-RENTAL BIN DEPOSIT
REFUND
304000-1202 Solid Waste
Operations Fund
UB 1033354-33349 04/23/2026 144139 396.97
REFUND 99999 OVERPAYMENT ON ACCOUNT 301000-1202 Water Operations Fund
UB 1019530-33513 04/23/2026 144140 100.00
REFUND 99999 CUST ACCT CLOSED-WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB 1017426-33344 04/23/2026 144141 46.97
REFUND 99999 CUST ACCT CLOSED-RENTAL BIN DEPOSIT
REFUND
304000-1202 Solid Waste
Operations Fund
UB 1033228-33347 04/23/2026 144142 254.65
REFUND 99999 CUST ACCT CLOSED-RENTAL BIN DEPOSIT
REFUND
304000-1202 Solid Waste
Operations Fund
UB 1033312 -33354 04/23/2026 144143 313.51
REFUND 99999 CUST ACCT CLOSED- WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB 1034056-33345 04/23/2026 144144 38.52
REFUND 99999 CUST ACCT CLOSED-WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB 1022228-33348 04/23/2026 144145 16.48
REFUND 99999 CUST ACCT CLOSED- WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB 1021424 -33353 04/23/2026 144146 79.84
REFUND 99999 CUST ACCT CLOSED-RENTAL BIN DEPOSIT
REFUND
304000-1202 Solid Waste
Operations Fund
UB 1033360-33352 04/23/2026 144147 22.33
REFUND 99999 CUST ACCT CLOSED-RENTAL BIN DEPOSIT
REFUND
304000-1202 Solid Waste
Operations Fund
UB 1033262-33350 04/23/2026 144148 315.33
Check No. 144147
Check Total: 22.33
Check No. 144148
Check Total: 315.33
Check No. 144149
Check No. 144144
Check Total: 38.52
Check No. 144145
Check Total: 16.48
Check No. 144146
Check Total: 79.84
Check No. 144141
Check Total: 46.97
Check No. 144142
Check Total: 254.65
Check No. 144143
Check Total: 313.51
Check No. 144138
Check Total: 225.00
Check No. 144139
Check Total: 396.97
Check No. 144140
Check Total: 100.00
Check Total: 905.58
Agenda Item No. 02 Page 19 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount REFUND 99999 CUST ACCT CLOSED- RENTAL BIN DEPOSIT
REFUND
304000-1202 Solid Waste
Operations Fund
UB 1033266-33351 04/23/2026 144149 315.33
REFUND 99999 CUST ACCT CLOSED-WATER/SEWER/TRASH
UTIL DEP RFND
301000-1202 Water Operations
Fund
UB 1019056-33346 04/23/2026 144150 27.60
REVOLUTION FOODS, PBC 5929 MARCH 2026 SENIOR NUTRITION PROGRAM MEALS
210670-5234 Grant Tracking
Fund
009856-C003348 04/23/2026 144151 509.15
RINCON CONSULTANTS, INC. 2153 DEC'25 CONTRACT PLANNING CONSULTING
SERVICES
101330-5204 General Fund 26102 71789 04/23/2026 144152 2,216.50 RINCON CONSULTANTS, INC. 2153 MAR'26 PROFESSIONAL CASE PLANNING
SERVICES
101330-5204 General Fund 26079 73335 04/23/2026 144152 1,965.33 RINCON CONSULTANTS, INC. 2153 FEB & MAR'26 CONTRACT PLANNING
CONSULTING SERVICES
101330-5204 General Fund 26102 73424 04/23/2026 144152 2,717.75 RUSH TRUCK CENTER, SYLMAR 4448 PWF REPAIRS-PWSW VEH9123-POWER SWITCH
101554-5523 General Fund 3045602656 04/23/2026 144153 130.50 RUSH TRUCK CENTER, SYLMAR 4448 PWF SUPPLIES-INVENTORY-CHAMBER 101554-5523 General Fund 3045697158 04/23/2026 144153 132.46 SAFETY-KLEEN CORP 2624 FLEET WASHER MAINTENANCETUBE/AQUEOUS101554-5215 General Fund 98993064 04/23/2026 144154 224.60 SC COMMERCIAL, LLC 3581 PWF SUPPLIES-INVENTORY-2-CYCLE OIL 101554-5520 General Fund IN-0000339560 04/23/2026 144155 331.21 SHRED-IT, C/O STERICYCLE, INC 4959 3/9/26 & 3/24/26 ON-SITE PAPER SHREDDING
SERVICES
101442-5204 General Fund 8013874503 04/23/2026 144156 432.20
SOUTHERN CALIFORNIA PERMANENTE MEDICAL
GROUP
4944 3/12/26-4/10/26 PRE-EMPLOYMENT EXAMS226000000434101115-5204 General Fund 9003044267 04/23/2026 144157 8,328.00 STANDARD PLUMBING SUPPLY CO 3970 PWW SUPPLIES-1/2X1/2X12 CONNECTOR 301560-5520 Water Operations Fund
AJJK80 04/23/2026 144158 18.55
CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97117529 04/23/2026 144159 157.80
CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97117530 04/23/2026 144159 157.80
Check No. 144159
Check No. 144156
Check Total: 432.20
Check No. 144157
Check Total: 8328.00
Check No. 144158
Check Total: 18.55
Check No. 144153
Check Total: 262.96
Check No. 144154
Check Total: 224.60
Check No. 144155
Check Total: 331.21
Check No. 144150
Check Total: 27.60
Check No. 144151
Check Total: 509.15
Check No. 144152
Check Total: 6899.58
Check Total: 315.33
Agenda Item No. 02 Page 20 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97117531 04/23/2026 144159 473.40
CALPORTLAND COMPANIES 586 PWS ROAD MATERIAL DUMP FEE 101551-5524 General Fund 97130969 04/23/2026 144159 117.80 CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97134162 04/23/2026 144159 157.80
CALPORTLAND COMPANIES 586 PWW SUPPLIES-ASPHALT (SSIII) 301560-5520 Water Operations Fund
97136320 04/23/2026 144159 520.37
CALPORTLAND COMPANIES 586 PWS ROAD MATERIAL DUMP FEE 101551-5524 General Fund 97136321 04/23/2026 144159 117.80 CALPORTLAND COMPANIES 586 PWS ROAD MATERIAL DUMP FEE 101551-5524 General Fund 97145299 04/23/2026 144159 117.80 CALPORTLAND COMPANIES 586 PWS ROAD MATERIAL DUMP FEE 101551-5524 General Fund 97148992 04/23/2026 144159 161.24 CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97162390 04/23/2026 144159 319.60
CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97162391 04/23/2026 144159 319.60
CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97162392 04/23/2026 144159 159.80
CALPORTLAND COMPANIES 586 PWSW-CONCRETE DUMP FEES 304563-5233 Solid Waste Operations Fund
97165570 04/23/2026 144160 159.80
TELCOM INC 445 PD DISPATCH RADIO UPGRADEEQUIP/MATERIALS211441-5700 American Rescue Plan Act Fund
18596 86121 04/23/2026 144161 2,804.78
NANCY K BOHL INCORPORATED 3035 APRIL 2026 PD EMPLOYEE SUPPORT
SERVICES
101440-5204 General Fund INV109255 04/23/2026 144162 826.88 TRAFFIC TECHNOLOGIES LLC 1021 PWSW UNIFORMS-SAFETY VEST HEAT PRESS LOGO
304563-5510 Solid Waste
Operations Fund
53097 04/23/2026 144163 10.38
TRAFFIC TECHNOLOGIES LLC 1021 PWS SIGN SUPPLIES-"NO LEFT TURN" SIGN 204551-5525 Gas Tax Fund 53288 04/23/2026 144163 77.29 TRAFFIC TECHNOLOGIES LLC 1021 PWS SIGN SUPPLIES-"NO PARKING" & "BIKE LANE" SIGNS
204551-5525 Gas Tax Fund 53341 04/23/2026 144163 120.45 TRAFFIC TECHNOLOGIES LLC 1021 PWSW UNIFORMS-LIME/BLACK VEST 5XL JERRY
304563-5510 Solid Waste
Operations Fund
53078 04/23/2026 144164 87.40
TRENCH SHORING COMPANY 3603 PWW EQU RNTL-TRENCH TOP WLD/BOOM
TRUCK-SURFSIDE DR
301560-5220 Water Operations
Fund
RI20607460 04/23/2026 144165 1,012.76
ANTHONY TRISTAN 5734 REC COMM EVENT DJ SERVICES-3/28/26
EGGSTRAVAGANZA
101671-5234 General Fund 032826 04/23/2026 144166 180.00 Check No. 144165
Check Total: 1012.76
Check No. 144166
Check Total: 180.00
Check No. 144167
Check No. 144162
Check Total: 826.88
Check No. 144163
Check Total: 208.12
Check No. 144164
Check Total: 87.40
Check Total: 2780.81
Check No. 144160
Check Total: 159.80
Check No. 144161
Check Total: 2804.78
Agenda Item No. 02 Page 21 of 22 CC Agenda 05-18-2026
Disbursments for 4/23/2023 Attachment C
4/28/2026
Vendor Name Vendor # Invoice General Description GL Account Fund PO Number Invoice Number Check Date Check/EFT # Detail Amount URBAN FUTURES, INC 2468 FY25 DISCLOSURE & COMPLIANCE SVCS-WW
REVENUE BOND
101111-5204 General Fund CD-2025-099 04/23/2026 144167 2,700.00 USABLUEBOOK 600 PHWA-ANTI-SEIZE/REAGENT
SETS/AMMON/MONOCHLORAM
302561-5520 Water Plant
Operations Fund
INV01019010 04/23/2026 144168 2,415.02
VENTURA COUNTY EVENT MEDICAL STANDBY, LLC 5658 3/21/26 5K RACE COMM EVENT-EMT STANDBY
SERVICES
101671-5234 General Fund COPH033126-Rev 04/23/2026 144169 290.00 VENTURA COUNTY SHERIFF 1570 HI-TECH TASK FORCE 3RD QTR 12/21/25- 3/28/26
101440-5204 General Fund 26-20142 04/23/2026 144170 3,255.00 VENTURA COUNTY SHERIFF 1570 CRISIS INTERVENTION TEAM-3RD QTR 1/1/26- 3/31/26
101440-5204 General Fund 26-20149 04/23/2026 144170 869.28 WASTEBUILT 4276 PWF SUPPLIES-INVENTORY-HOIST SENSOR 101554-5523 General Fund 4205131 04/23/2026 144171 390.62 WASTEBUILT 4276 PWF SUPPLIES-INVENTORY-CUTTLER
HAMMER SWITCH
101554-5523 General Fund 4212399 04/23/2026 144171 237.39 WASTEBUILT 4276 PWF REPAIRS/INV-PWSW V9112-
CLAMPS/PINS/ETC
101554-5215 General Fund I03-301279 04/23/2026 144171 1,050.00 WASTEBUILT 4276 PWF REPAIRS/INV-PWSW V9112-
CLAMPS/PINS/ETC
101554-5523 General Fund I03-301279 04/23/2026 144171 2,107.83 WESTERN EXTERMINATOR CO 211 PEST CONTROL MAINTENANCE-746
INDUSTRIAL
101780-5212 General Fund 94603262 04/23/2026 144172 232.63 WHITE CAP, L.P. 3867 PWW SUPPLIES-48" SHOVELS 301560-5526 Water Operations Fund
10023448536 04/23/2026 144173 81.28
Grand Total 338,999.22
Check No. 144171
Check Total: 3785.84
Check No. 144172
Check Total: 232.63
Check No. 144173
Check Total: 81.28
Check No. 144168
Check Total: 2415.02
Check No. 144169
Check Total: 290.00
Check No. 144170
Check Total: 4124.28
Check Total: 2700.00
Agenda Item No. 02 Page 22 of 22 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Paul Early, City Attorney
SUBJECT: SECOND READING AND ADOPTION OF ORDINANCE AMENDING ARTICLE III, CHAPTER 3, DIVISION 10 OF THE PORT HUENEME
MUNICIPAL CODE TO IMPLEMENT RESTRICTIONS ON PARKING OF
OVERSIZE VEHICLES, ADOPTION OF A RESOLUTION ESTABLISHING
AN OVERSIZED VEHICLE PARKING PERMIT FEE, AND RECEIPT OF
AN OUTREACH AND IMPLEMENTATION PLAN
RECOMMENDATION:
It is recommended that City Council adopt on second reading, by title only, waiving further reading, an Ordinance entitled, “An Ordinance of the City Council of the City of Port Hueneme, California, amending Article III, Chapter 3, Division 10 of the Port Hueneme Municipal Code to implement restrictions on parking of oversize vehicles,” adopt a Resolution establishing an oversized vehicle parking permit fee, and receive and file the outreach and implementation plan.
BACKGROUND/ANALYSIS:
On March 2, 2026, the City Council considered a staff report entitled Ventura Road Bicycle Lane Safety - Oversized Vehicles. Staff presented an informational report identifying concerns that oversized vehicles parked along portions of Ventura Road were infringing on existing Class II bicycle lanes, reducing usable lane width, and creating safety concerns for bicyclists and motorists. The report noted that an initial step to address this issue would be to prepare oversized vehicle regulations to help keep bicycle lanes clear and improve safety along the corridor. The City Council voted 5-0 to receive the informational report and direct staff to prepare oversized vehicle regulations and consider potential additional improvements in future Capital Improvement Project plans.
Based on Council’s direction, the proposed ordinance was prepared to amend the Port Hueneme Municipal Code and implement restrictions on the parking of oversized vehicles on city streets. The ordinance adds Sections 3271 and 3272 to Article III, Chapter 3, Division 10 of the Municipal Code to prohibit the parking of oversized vehicles on city streets, establish regulations applicable to trailers, provide specified exceptions, authorize an oversized vehicle parking permit process to be administered by the Police Agenda Item No. 03 Page 1 of 14 CC Agenda 05-18-2026
Oversize Vehicle Ordinance
May 18, 2026
Chief or designee, and provide that permit application fees may be established by future City Council resolution.
On May 4, 2026, the City Council held a public hearing, introduced the Ordinance for first reading, and found the proposed ordinance exempt from the California Environmental Quality Act pursuant to CEQA Guidelines section 15061(b)(3). Staff now returns with the ordinance for second reading, along with a proposed resolution establishing the oversized vehicle parking permit fee and an outreach and implementation plan as requested by Council.
As stated in the proposed ordinance, oversized vehicles parked in the public right-of-way may create public safety concerns, including obstruction of visibility, interference with traffic operations, encroachment into bicycle lanes, and limitations on emergency access.
The proposed ordinance is intended to help mitigate those concerns and improve safety for pedestrians, bicyclists, motorists, and surrounding neighborhoods. This action is also anticipated to help preserve available street parking for residents.
The ordinance includes exceptions for circumstances such as active loading and unloading, temporary emergency repairs, deliveries, public emergency vehicles, and permitted parking. It also establishes a framework for temporary oversized vehicle permits for residents, including application requirements, permit display requirements, and grounds for denial. The proposed resolution would establish the oversized vehicle parking permit fee authorized by the ordinance.
Staff reviewed oversized vehicle permit fees charged by various cities and counties and found a range from no-cost permits to modest daily or flat administrative fees.
Comparable agencies surveyed included jurisdictions charging various fees, as high as $33 per permit. Based on the general range, and anticipated staff time on each permit, staff recommends establishing the City’s oversized vehicle parking permit fee at $16 per permit. Staff believes this amount is reasonable, modest, and appropriate to help offset permit processing costs without creating an undue barrier to compliance.
Staff has also prepared an outreach and implementation plan to support public awareness of the ordinance and its effective date. If adopted on second reading, the ordinance would become effective 30 days after final adoption. Initial enforcement is proposed to be focused on Ventura Road to ensure bicycle lane and traffic safety, and otherwise will be complaint based in other areas of the city in initial months. During approximately the first 30 days following the ordinance’s effective date, staff anticipates issuing warnings in most cases to raise awareness and encourage voluntary compliance before citation-based enforcement begins.
FISCAL IMPACT:
The fiscal impact associated with adoption and implementation of the ordinance is expected to be minimal and can be absorbed within the existing operating budget. The Agenda Item No. 03 Page 2 of 14 CC Agenda 05-18-2026
Oversize Vehicle Ordinance
May 18, 2026
proposed permit fee is intended to help recover administrative costs associated with permit processing.
STRATEGIC PLAN:
Primary Strategic Pillar(s) and Initiative(s):
Optimal Levels of Service for Residents and Businesses
• Promote operational excellence in all City functions and embody best practices as a municipality
ATTACHMENTS:
A. Ordinance
B. Resolution establishing an oversized vehicle parking permit fee C. Outreach and Implementation Plan
Agenda Item No. 03 Page 3 of 14 CC Agenda 05-18-2026
This Page Intentionally Left Blank
Agenda Item No. 03 Page 4 of 14 CC Agenda 05-18-2026
ORDINANCE NO. ___
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PORT HUENEME, CALIFORNIA, AMENDING ARTICLE III, CHAPTER 3, DIVISION 10 OF THE
PORT HUENEME MUNICIPAL CODE TO IMPLEMENT RESTRICTIONS ON
PARKING OF OVERSIZE VEHICLES
CITY ATTORNEY SUMMARY
This Ordinance adds Sections 3271 and 3272 to the Port Hueneme Municipal Code pertaining to oversize vehicles and trailers to better mitigate traffic hazards for pedestrian and vehicular safety.
WHEREAS, the parking of oversized vehicles, including recreational vehicles, on public rights-of-way raise a number of public safety concerns, including the obstruction of access to roadways during emergency response, reduction of visibility at intersections, increased opportunities for vehicular thefts and the creation of unsafe environments for persons dwelling within and around them; and,
WHEREAS, the City would like to mitigate the public safety concerns associated with the parking of oversized vehicles on the City’s rights-of-way.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF PORT HUENEME, CALIFORNIA DOES HEREBY ORDAIN AS FOLLOWS:
SECTION 1: The above recitals are hereby incorporated herein as Findings of the City Council.
SECTION 2: Section 3271 is added to the Port Hueneme Municipal Code to read as follows:
“3271 Parking of Oversized Vehicles Prohibited.
“Oversized vehicle” means any vehicle which exceeds 25 feet in length; or exceeds 80 inches in width; or exceeds 82 inches in height, exclusive of such projecting lights or devices as are expressly allowed pursuant to the California Vehicle Code as it now exists or hereafter may be amended. Oversized vehicle does not include pickup trucks, which are less than 25 feet in length and 82 inches in height.
“Trailer” means a trailer, semitrailer, camp trailer, unmounted camper, or trailer coach as defined in the California Vehicle Code.
(a) Except as otherwise provided in this section, it is unlawful for any person to park or leave standing any oversized vehicle on any city street.
(b) The prohibitions in this section will apply at all times unless specific times are posted by the City along any particular street segment, in which case the posted times shall be in effect for that street segment only.
(c) The time limitations on standing or parking in this section will not relieve any person from the duty to observe other and more restrictive provisions of the California Vehicle Code or this code prohibiting or limiting the standing or parking of vehicles in specified places or at specified times.
Attachment A
Agenda Item No. 03 Page 5 of 14 CC Agenda 05-18-2026
Ordinance, No. ___, Page 2 of 5
(d) No oversized vehicle lawfully parked on any city street may operate any generator or run any power cord from the oversized vehicle to any building without first obtaining a permit to do so pursuant to this chapter.
(e) Exceptions. This Section does not apply:
1. To any person actively loading or unloading an oversized vehicle;
2. To any person making temporary or emergency repairs to an oversized vehicle not to exceed 24 consecutive hours;
3. To any person actively picking up or delivering goods, wares, and merchandise, including, without limitation, building materials, from or to a property or building located in a residential area;
4. To any person holding a valid oversized vehicle parking permit issued pursuant to this section;
5. To any person holding a valid oversized vehicle disabled parking permit;
6. To any person making or performing repairs, authorized by the owner of the property at which such repairs are being made, subject to any federal, state or local licensing requirements for such repairs, for no longer than five days in any seven-day period (on a rolling basis);
7. To any public emergency vehicle; or,
8. When it is necessary to stop a vehicle to avoid conflict with other traffic or to comply with the directions of a police officer or official traffic control device. (f) Except as otherwise provided in this section, it is unlawful for any person to park or leave standing any trailer that is attached to a vehicle capable of moving the trailer in a lawful manner upon the street on any street in a residential or commercial zone. (g) It is unlawful for a person to park or leave a trailer standing on any city street or alley. (h) Exceptions. The provisions of subsections (f) and (g) related to trailers do not apply to:
1. Trailers owned by a public utility or a licensed contractor while actually in use during the construction, installation, or repair of any public utility;
2. Trailers actually in use for the pickup or delivery of goods, wares, or merchandise; for delivering materials for repairing, altering, remodeling, or constructing any building; or for delivery of commercial services such as, without limitation, swimming pool cleaning or gardening;
3. Persons loading or unloading a trailer or when making temporary or emergency repairs to a trailer being made, subject to any federal, state or local licensing requirements for such repairs, for no longer than five days in any seven-day period (on a rolling basis); or
4. To any public emergency trailer.”
SECTION 3: Section 3272 is added to the Port Hueneme Municipal Code to read as follows:
“3272 Oversized vehicle parking permits.
(a) Persons holding a valid permit issued pursuant to this Section may park an oversized vehicle on a street in a residential zone. The Police Chief, or designee, is authorized to issue oversized vehicle parking permits pursuant to this chapter. Every person desiring an oversized Agenda Item No. 03 Page 6 of 14 CC Agenda 05-18-2026
Ordinance, No. ___, Page 3 of 5
vehicle parking or handicap permit will file an application with the Police Chief, or designee, containing the following:
1. The name, address and phone number of the resident applicant for the designated oversized vehicle;
2. The name, address and phone number of the registered owner of the designated oversized vehicle;
3. The license number, make and model of designated oversized vehicle;
4. The dates for which the permit is requested;
5. The dates and duration of any and all oversized vehicle permits issued to the applicant within the immediately preceding 90-day period;
6. Additional information the Police Chief, or designee, may reasonably require;
7. The signature of the applicant under penalty of perjury. (b) Applicants for permits issued pursuant to this Section shall pay to the City a fee equal to the sum of money sufficient to reimburse the City for all expenses incurred by it in connection with processing permit applications. The amount of such fees will be established periodically by City Council resolution. The Police Chief, or designee, shall issue a permit if:
1. The application was complete in accordance with this Section;
2. There are no grounds for denying the permit; and
3. The applicant accepts the permit and any terms therein in writing. (c) Use of any permit issued pursuant to this Section will conform to the general permit conditions of this Section and any terms or conditions of the permit. (d) An oversize vehicle parking permit shall be denied if the Police Chief, or designee finds that:
1. The applicant is not a bona fide city resident;
2. The proposed permit location is not on a street adjacent to the applicant’s residence;
3. An out of town visitor is not the applicant’s guest; or,
4. Information submitted by the applicant is materially false. (e) Permits issued pursuant to this section will be in a form prescribed by the Police Chief, or designee and will include the license plate number of the oversized vehicle to which it relates, the location permitted, the date of issuance and the day of expiration. (f) All permits shall be placed at the lower driver’s side of the windshield of the oversized vehicle to which it relates so that it is clearly visible from the exterior of the oversized vehicle.” SECTION 4: This ordinance is exempt from the California Environmental Quality Act (“CEQA”) under Section 15061(b)(3) of the CEQA Guidelines, which provides that CEQA only applies to projects that have the potential for causing a significant effect on the environment. Where, as here, it can be seen with certainty that there is no possibility that the activity in question would have a significant effect on the environment, the activity is not subject to CEQA.
SECTION 5: If any section, subsection, sentence, clause, or phrase of this ordinance is for any reason held to be invalid or unconstitutional by a decision of any court of any competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance.
The City Council hereby declares that it would have passed this ordinance, and each and every section, subsection, sentence, clause and phrase thereof not declared invalid or unconstitutional Agenda Item No. 03 Page 7 of 14 CC Agenda 05-18-2026
Ordinance, No. ___, Page 4 of 5
without regard to whether any portion of the ordinance would be subsequently declared invalid or unconstitutional.
SECTION 6: This Ordinance shall become effective on the thirty-first (31st) day after its passage and adoption, and within fifteen (15) days after its final passage and the City Clerk shall cause it to be posted and published in a newspaper of general circulation, printed, published and circulated in the City in the manner required by law and shall cause a copy of this Ordinance and its certification, to be entered in the Book of Ordinances of the City.
PASSED and ADOPTED on this ___ day of 2026.
Martha R. McQueen-Legohn
Mayor
ATTEST:
________________________________
Georgianna Nicole Alvarez
City Clerk
APPROVED AS TO FORM:
________________________________
Paul Early
City Attorney
Agenda Item No. 03 Page 8 of 14 CC Agenda 05-18-2026
Ordinance, No. ___, Page 5 of 5
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF VENTURA ) SS.
CITY OF PORT HUENEME )
I, Georgianna Nicole Alvarez, City Clerk of the City of Port Hueneme, California, do hereby certify that the foregoing Ordinance No. ____ was introduced at the regular meeting of _____, 2026, and duly adopted at the regular meeting of ________, 2026, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Dated:
Georgianna Nicole Alvarez
City Clerk
Agenda Item No. 03 Page 9 of 14 CC Agenda 05-18-2026
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Agenda Item No. 03 Page 10 of 14 CC Agenda 05-18-2026
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PORT HUENEME,
CALIFORNIA, ESTABLISHING A FEE FOR OVERSIZED VEHICLE PARKING
PERMITS
WHEREAS, on March 2, 2026, the City Council considered a staff report entitled Ventura Road Bicycle Lane Safety - Oversized Vehicles and directed staff to prepare oversized vehicle regulations; and,
WHEREAS, on May 4, 2026, the City Council introduced for first reading an ordinance amending Article III, Chapter 3, Division 10 of the Port Hueneme Municipal Code to implement restrictions on parking of oversize vehicles; and,
WHEREAS, Section 3272 of the proposed ordinance authorizes the issuance of oversized vehicle parking permits and provides that permit application fees may be established by City Council resolution; and,
WHEREAS, the City Council desires to establish a fee for oversized vehicle parking permits in order to help recover administrative costs associated with processing permit applications.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF PORT HUENEME, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1: The fee for an oversized vehicle parking permit authorized by Section 3272 of the Port Hueneme Municipal Code is hereby established at $16 per permit.
SECTION 2: The fee established by this Resolution shall apply upon the effective date of the ordinance adding Sections 3271 and 3272 to the Port Hueneme Municipal Code.
SECTION 3: The City Council finds that the fee established by this Resolution is intended to help reimburse the City for expenses incurred in connection with processing oversized vehicle parking permit applications.
SECTION 4: This Resolution shall take effect immediately upon its passage.
SECTION 5: The City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.
PASSED, APPROVED, AND ADOPTED, this ____ day of May, 2026.
Martha R. McQueen-Legohn, Mayor
ATTEST:
________________________________
Georgianna Nicole Alvarez
City Clerk
Attachment B
Agenda Item No. 03 Page 11 of 14 CC Agenda 05-18-2026
CC Resolution No. ___, Page 2 of 2
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF VENTURA ) SS.
CITY OF PORT HUENEME )
I, Georgianna Nicole Alvarez, City Clerk of the City of Port Hueneme, California, do hereby certify that the foregoing Resolution No. ____ was duly adopted at the regular meeting of the City Council on the __ day of ____, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Dated:
Georgianna Nicole Alvarez
City Clerk
Agenda Item No. 03 Page 12 of 14 CC Agenda 05-18-2026
Oversize Vehicle Parking Ordinance Outreach and Implementation Plan The purpose of this outreach and implementation plan is to support public awareness of the City’s oversize vehicle parking ordinance, including the ordinance’s effective date, permit process, and the City’s initial enforcement approach. Language that could be used in future social media posts and newsletter items to raise awareness are also included.
The ordinance is intended to address public safety concerns associated with oversized vehicles parked in the public right-of-way, including obstruction of visibility, interference with traffic operations, encroachment into bicycle lanes, and limitations on emergency access. If adopted on second reading, the ordinance will become effective 30 days after final adoption.
Staff anticipates using the City’s regular communication channels to notify residents and visitors of the new requirements. Outreach is expected to include information shared through the City’s website, social media platforms, newsletter, and other public-facing communication tools as appropriate. Staff anticipates conducting periodic outreach before and after the ordinance takes effect to support public awareness of the new requirements, effective date, permit process, and initial enforcement approach.
Messaging will focus on the public safety purpose of the ordinance, the date the ordinance becomes effective, and permit information and fees, if applicable. Communications should also explain that the ordinance is intended to help keep streets and bicycle lanes clear and improve safety for motorists, bicyclists, and the surrounding community.
As implementation begins, staff expects to use outreach not only to inform the public of the ordinance, but also to support a reasonable transition period before citation-based enforcement is fully underway. At this time, the primary concern remains the Ventura Road corridor, where oversized vehicles have affected bicycle lane use and visibility.
Accordingly, initial enforcement is proposed to be primarily complaint-based, with Ventura Road serving as the main focus area during early implementation.
For approximately the first 30 days following the ordinance’s effective date, staff anticipates issuing warnings in most cases in order to raise awareness and encourage voluntary compliance. This approach is intended to provide members of the public with notice of the new requirements and avoid penalizing individuals who may be unaware of the ordinance during the initial implementation period. Following that warning period, staff would transition to regular enforcement of the ordinance, including citations where appropriate.
Attachment C
Agenda Item No. 03 Page 13 of 14 CC Agenda 05-18-2026
Oversize Vehicle Parking Outreach
To support consistency in implementation, staff also anticipates coordinating internally with departments involved in public inquiries, permit administration, and enforcement so that information provided to the public is clear and consistent. This outreach and education-focused approach is intended to improve awareness, encourage compliance, and address the public safety concerns that led to the ordinance’s development.
Sample Newsletter Item
New Oversize Vehicle Parking Regulations Adopted
The City Council has adopted a new oversize vehicle parking ordinance to help improve public safety, keep streets and bicycle lanes clear, and preserve on-street parking availability for residents. The ordinance will take effect 30 days after final adoption. Initial implementation will focus on education and awareness, with warnings expected to be issued in many cases during the first 30 days after the ordinance becomes effective.
Enforcement is expected to be primarily complaint-based at the outset, with Ventura Road serving as the main focus area due to bicycle lane safety concerns.
Sample Social Media Post
The City of Port Hueneme is sharing information about its new oversize vehicle parking ordinance, adopted to help improve public safety, keep streets and bicycle lanes clear, and preserve on-street parking availability for residents. The ordinance will take effect 30 days after final adoption by the City Council. During the initial implementation period, the City expects to focus on education and awareness, with warnings issued in many cases during the first 30 days after the ordinance becomes effective. At this time, enforcement is expected to be primarily complaint-based, with Ventura Road serving as the main focus area due to bicycle lane safety concerns.
Agenda Item No. 03 Page 14 of 14 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Georgianna N. Alvarez, City Clerk
SUBJECT: CALLING FOR, GIVING NOTICE OF, AND REQUESTING
CONSOLIDATION OF A MUNICIPAL GENERAL ELECTION ON
NOVEMBER 3, 2026 FOR THE ELECTION OF CERTAIN OFFICERS
AND ADOPTION OF RELATED RESOLUTIONS
RECOMMENDATION:
It is recommended that the City Council:
1. Adopt a Resolution of the City Council of the City of Port Hueneme calling and giving notice of the Municipal General Election to be held on Tuesday, November 3, 2026, for the Election of certain officers as required by the provisions of the laws of the State of California, and requesting the Ventura County Board of Supervisors consolidation of said election with the Statewide General Election to be held on said date pursuant to section 10403 of the Elections Code; and
2. Adopt a Resolution of the City Council of the City of Port Hueneme adopting regulations for candidates for elective office pertaining to candidate statements and other materials submitted to the voters and the costs thereof for the Municipal General Election to be held on Tuesday, November 3, 2026.
BACKGROUND/ANALYSIS:
Under the provisions of the Charter and Municipal Code for the City of Port Hueneme, the City must adopt a resolution calling for and ordering a Municipal General Election for the purpose of electing three (3) City Councilmembers for a term of four years. The election shall be held on the same day as the Statewide General Election which will take place on November 3, 2026.
The City of Port Hueneme, like other cities within Ventura County, consolidate elections with the County of Ventura Elections Division. The City Council must adopt a Resolution requesting the Board of Supervisors of the County of Ventura consolidate the election in order for the Elections Division to canvass the returns of the Municipal General Election for the City of Port Hueneme.
Agenda Item No. 04 Page 1 of 16 CC Agenda 05-18-2026
The term of three Councilmembers, Steven Gama, Laura D. Hernandez, and Martha R.
McQueen-Legohn, will expire in December of 2026. The City of Port Hueneme has no set term limits for the City Council; therefore, the aforementioned incumbents are eligible for re-election. Interested residents will have equal opportunity to pull nomination papers and qualify as City Council candidates during the nomination period.
Nomination Period
The qualifications to run for City Council require a resident to be over the age of 18, be registered to vote in the City of Port Hueneme, and require that they live within the Port Hueneme City limits. Residents who wish to become a candidate for office must pull nomination papers and return all required paperwork to the City Clerk during the open candidate nomination period of July 13 – August 7, 2026. In the event an incumbent does not file for re-election, the nomination period would be extended to August 12, 2026.
Each interested candidate will be required to schedule an appointment with the City Clerk to pull their nomination papers and receive detailed information about the election process; this requirement includes any incumbent who may wish to run for re-election. A mandatory meeting allows each candidate to receive consistent and current information so all potential candidates receive an equal opportunity.
A Candidate Manual will be provided to all candidates, along with required forms and an Election calendar with various deadlines. Completed and returned Nomination Papers will be submitted to the County of Ventura Elections Division for certification. Until final certification is obtained from the County, an individual is not considered a qualified candidate.
Candidate Statement
California Election Code Section 13307 allows each candidate for a non-partisan election to prepare a Candidate Statement, which will be mailed to each registered voter as a part of the Voter Information Pamphlet, sent by the County. The Candidate is permitted to file a statement containing up to 200 words describing their education and qualifications. The County of Ventura provides a cost-estimate for the printing of candidate statements, an optional cost that is incurred by the candidate if they choose to have a printed statement. Accordingly, the City Clerk’s Office is not bound by the estimate, and shall on a pro rata basis, bill or refund the candidate based on the actual expense. Each candidate submitting a candidate statement will sign a payment agreement form, which addresses the pro rata basis and final cost.
Candidate statements are confidential during the nomination period. The candidate statement may be withdrawn, but not changed, once filed with the City Clerk.
Withdrawal must occur by 5:00 p.m. the day immediately following the close of the nomination period. Following the close of the nomination period, all candidate statements become public records.
City Website:
The Elections page for the City of Port Hueneme will be updated throughout the election process. From this page, residents can view the election calendar and other important Agenda Item No. 04 Page 2 of 16 CC Agenda 05-18-2026
election information, including candidate campaign statement filings. This ensures a transparent and public process for the election.
Required Documents:
The proposed resolutions provide the necessary legal and administrative framework for conducting a Municipal General Election consolidated with the Statewide General Election on November 3, 2026, and help establish rules and guidelines to govern submission of candidate statements. These resolutions meet the Ventura County Elections Division’s legal and procedural requirements for conducting the City’s Municipal Election.
Also attached is the Elections calendar with important dates and deadlines for the November 3, 2026 General Election.
FISCAL IMPACT:
There is no fiscal impact at this time as these are only the initial resolutions required to begin the process of calling for and conducting the election. The City’s estimated share of the election expense will be included in the revised FY 2026-27 budget.
ATTACHMENTS:
A. Resolution – Calling and Giving Notice of Election & Requesting Consolidation with the County, including:
• Exhibit A – Notice of Elective Offices to be filled; and • Exhibit B – Request for Specified Election Services
B. Resolution – Regulations for Candidate Statements & Other Materials C. 2026 Election Calendar
Agenda Item No. 04 Page 3 of 16 CC Agenda 05-18-2026
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Agenda Item No. 04 Page 4 of 16 CC Agenda 05-18-2026
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PORT HUENEME,
CALIFORNIA, CALLING AND GIVING NOTICE OF THE MUNICIPAL
GENERAL ELECTION TO BE HELD ON TUESDAY, NOVEMBER 3, 2026,
FOR THE ELECTION OF CERTAIN OFFICERS AS REQUIRED BY THE
PROVISIONS OF THE LAWS OF THE STATE OF CALIFORNIA, AND
REQUESTING THE VENTURA COUNTY BOARD OF SUPERVISORS
CONSOLIDATION OF SAID ELECTION WITH THE STATEWIDE GENERAL ELECTION TO BE HELD ON SAID DATE PURSUANT TO SECTION 10403 OF
THE ELECTIONS CODE
WHEREAS, under the provisions of the law in the State of California, a Municipal General Election shall be held on November 3, 2026, the date of the Statewide General Election; and
WHEREAS, the City of Port Hueneme calls for and gives notice of said Municipal General Election for the purpose of electing three members to the Port Hueneme City Council; and
WHEREAS, in accordance with Sections 10002, 10403, and 10418 of the California Elections Code, it is desirable for the Municipal General Election to be consolidated with the Statewide General Election being held on the same date and, that within the City, the precincts, voting centers, and election officers of the two elections be the same, and that the County of Ventura Election Division canvass the returns of the Municipal General Election, and that the election be held in all respects as if there were only one election; and WHEREAS, the City of Port Hueneme wishes to have the County Clerk of Ventura render specified services and supplies to the City relating to the conduct of the election.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF PORT HUENEME, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1: That a Municipal General Election is hereby called to be held in the City of Port Hueneme on November 3, 2026, the date of the Statewide General Election, for the purpose of electing three (3) Councilmembers for a full term of four years, as shown on Exhibit “A” attached hereto and made a part hereof.
SECTION 2: Ballots to be used at the election shall be in the form and content as required by law.
SECTION 3: That pursuant to Section 10403 of the Elections Code, the Board of Supervisors of the County of Ventura is hereby requested to consent and agree to consolidation of a Municipal General Election with the Statewide General Election on November 3, 2026, for the purpose of the election of three members to the City Council.
SECTION 4: The City Council acknowledges that the consolidated election will be held and conducted in the manner prescribed in Elections Code Section 10418.
SECTION 5: The City Clerk is authorized, instructed and directed to procure and furnish any and all printed matter and all supplies, equipment and necessary materials that may be necessary in order to properly and lawfully conduct the election.
Attachment A
Agenda Item No. 04 Page 5 of 16 CC Agenda 05-18-2026
SECTION 6: Notice of the time and place of holding the election is hereby given, and the City Clerk is authorized, instructed and directed to give further or additional notice of the election, in time, form and manner as required by law.
SECTION 7: That pursuant to Elections Code Section 10002, the Board of Supervisors is requested to permit the County Clerk to render services and supplies with respect to the conduct of the City of Port Hueneme’s November 3, 2026, Municipal General Election (as shown on Exhibit “B” attached hereto and made a part hereof), that the County Clerk render any and all other services and supplies, as may be necessary to complete this election, and that the City of Port Hueneme pay the reasonable costs for the services and supplies rendered by the County Clerk.
SECTION 8: That the City of Port Hueneme authorizes the Board of Supervisors of the County of Ventura to canvass the election returns of the City of Port Hueneme’s November 3, 2026, Municipal General Election. Pursuant to Section 15651 of the Elections Code, and in the event of a tie vote, the County election board shall determine the tie by random drawing.
SECTION 9: That the City Clerk is hereby directed to file a certified copy of this Resolution with the Ventura County Board of Supervisors and the Ventura County Elections Division.
SECTION 10: In all particulars not recited in this Resolution the election shall be held and conducted as provided by law for holding municipal elections in the City.
SECTION 11: That the City Clerk shall certify to the passages and adoption of this Resolution into the book of original resolutions.
PASSED, APPROVED, AND ADOPTED, this 18th day of May, 2026.
Martha R. McQueen-Legohn, Mayor
ATTEST:
________________________________
Georgianna Nicole Alvarez
City Clerk
Agenda Item No. 04 Page 6 of 16 CC Agenda 05-18-2026
MICHELLE ASCENCION
Clerk-Recorder & Registrar of Voters
Elections Division
Notice to the County Clerk of Elective Offices to be filled in the __________________________________________________________ (Name of City, School or Special District)
You are hereby notified that a Statewide General Election will be held on November 3, 2026.
Records indicate that the elective offices held by the persons listed below are to be filled:
Name of Officeholder Title & District/Division Term of Office* __________________________ _________________________ ________________ __________________________ _________________________ ________________ __________________________ _________________________ ________________ __________________________ _________________________ ________________ __________________________ _________________________ ________________ __________________________ _________________________ ________________ The ___________________ is to pay for the printing, handling, translating, and mailing City/District/Candidate**
of the candidate’s statements pursuant to Section 13307 of the Elections Code.
Dated: ___________________________
(SEAL)
________________________________
City Clerk/Elections Official
* Please note if any appointments were made to fill vacancies and indicate expiration of terms. ** Indicate City, District or Candidate depending upon which entity is to be billed for the cost of printing and handling the candidate’s statement.
Exhibit A
City of Port Hueneme
Laura D. Hernandez
Steven Gama
Martha R. McQueen-Legohn
Councilmember
Councilmember
Councilmember 4 years
4 years
4 years
Candidate
Agenda Item No. 04 Page 7 of 16 CC Agenda 05-18-2026
MICHELLE ASCENCION
Clerk-Recorder & Registrar of Voters
Elections Division
VENTURA COUNTY
REQUEST FOR SPECIFIED ELECTION SERVICES
MUNICIPAL CANDIDATES
TO: MICHELLE ASCENCION, Clerk-Recorder & Registrar of Voters FROM: 4
City Name City Clerk
ELECTION: Statewide General Election DATE: November 3, 2026 _ SERVICE OPTIONS Place a check mark next to the desired service (one selection per item):
ITEM #1 PUBLICATIONS
_____ A. County elections official is requested to publish: Notice of Election for Offices, Nominees, and Vote Centers.
_____ B. City will publish and send proof of publication to Elections.
ITEM #2 CANDIDATE CERTIFICATES AND OATHS OF OFFICE
_____ A. County elections official is requested to furnish completed Certificates and Oaths of Office.
_____ B. City will provide its own Certificates and Oaths of Office.
ELECTIONS DIVISION SERVICES PROVIDED
CANDIDATE FORMS: Elections Division provides electronic copies to City.
SIGNATURE VERIFICATION: Elections Division verifies signatures submitted on nomination petitions attempting to qualify for the ballot.
CANDIDATE STATEMENT: Maximum number of words permitted for each Candidate Statement will be 200 words. The City will be billed the cost of processing, translating, and printing the Candidate Statements.
VOTER INFORMATION: Elections Division provides an electronic file of registered voters.
TRANSLATIONS: Elections Division provides all translations pursuant to Elections Code Section 13307.
City of Port Hueneme Georgianna N. Alvarez
Exhibit B
Agenda Item No. 04 Page 8 of 16 CC Agenda 05-18-2026
PRINTING OF COUNTY VOTER INFORMATION GUIDE: Elections Division prints Candidate Statements, Sample Ballots, and Vote Center/Ballot Drop Box lists in the County Voter Information Guide for each election.
VOTE BY MAIL BALLOTS: Elections Division processes all Vote By Mail ballots.
VOTE CENTERS/PRECINCT ASSIGNMENTS: Ventura County Elections Division determines precinct boundaries and number of Vote Centers.
ELECTION RESULTS: Elections Division posts results and regular updates on its website:
Vote.VenturaCounty.gov.
LIST DECISION-MAKERS ON CANDIDATE STATEMENTS AND FINAL BALLOT PROOFS:
Name: _______________________________
Email: _______________________________
Phone: ______________________________
The undersigned requests the above election services to be performed by the Ventura County Elections Division and pursuant to Elections Code Section 10002, agrees to reimburse the County in full for all services requested upon presentation of the invoice.
Name of City: _________________________________________________ Print Name & Title: _________________________________________________ Signature: _________________________________________________ Date: _________________
Rev. 4/10/2026
Georgianna N. Alvarez
805-986-6503
[email protected]
City of Port Hueneme
Agenda Item No. 04 Page 9 of 16 CC Agenda 05-18-2026
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF VENTURA ) SS.
CITY OF PORT HUENEME )
I, Georgianna Nicole Alvarez, City Clerk of the City of Port Hueneme, California, do hereby certify that the foregoing Resolution No. ____ was duly adopted at the regular meeting of the City Council on the __ day of ____, 2026, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Dated:
Georgianna Nicole Alvarez
City Clerk
Agenda Item No. 04 Page 10 of 16 CC Agenda 05-18-2026
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PORT HUENEME,
CALIFORNIA, ADOPTING REGULATIONS FOR CANDIDATES FOR
ELECTIVE OFFICE PERTAINING TO CANDIDATE STATEMENTS AND
OTHER MATERIALS SUBMITTED TO THE VOTERS AND THE COSTS
THEREOF FOR THE MUNICIPAL GENERAL ELECTION TO BE HELD ON TUESDAY, NOVEMBER 3, 2026
WHEREAS, Section 13307 of the Elections Code of the State of California provides that the governing body of any local agency adopt regulations pertaining to materials prepared by any candidate for a municipal election, including costs of the candidate’s statement.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF PORT HUENEME, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1: That pursuant to Section 13307 of the Elections Code of the State of California, each candidate for elective office to be voted for at the Municipal General Election to be held in the City of Port Hueneme on November 3, 2026, may prepare a candidate statement on an appropriate form provided by the City Clerk. The following rules will govern the request, submission and handling of the candidate’s statement:
(a) The maximum number of words permitted in the candidate statement shall be two hundred (200) in which the statement may include the name, age and occupation of the candidate and a brief description of the candidate’s education and qualifications as expressed by the candidate;
(b) A candidate statement must be submitted in typewritten form on an approved form by the City Clerk;
(c) A candidate statement shall not include the party affiliation of the candidate, nor membership or activity in partisan political organizations; (d) In accordance with Election Code Section 13308, a candidate statement shall be limited to a recitation of the candidate’s own personal background and qualifications, and shall not in any way make reference to other candidates for that office or to another candidate’s qualifications, character, or activities; (e) A candidate statement shall be filed in the office of the City Clerk at the same time the candidate’s nomination papers are submitted for filing; (f) The candidate’s pro-rata share of the cost of printing, handling, and mailing of a candidate statement is one thousand five hundred dollars ($1,500), an estimated amount that the City Clerk’s office is not bound to. The candidate shall deposit this estimated cost with the City Clerk at the time of submission of the candidate’s statement;
(g) A candidate statement may be withdrawn, but not changed, during the period for filing nomination papers and until 5:00 p.m. of the next working day after the close of the nomination period;
(h) A candidate statement shall remain confidential until the expiration of the filing deadline; and
Attachment B
Agenda Item No. 04 Page 11 of 16 CC Agenda 05-18-2026
(i) If a candidate statement is not filed, a waiver form is required to be filed with the nomination papers.
SECTION 2: That the City Council determines that the burden of paying for printing, handling, and mailing of the candidate statement is to be borne by the candidate. Based on the estimated total cost of printing, handling, translating, and mailing the candidate statements (pursuant to Elections Code Section 13307), the City Clerk shall require each candidate filing a statement to pay in advance his or her pro rata share as a condition of having his or her statement included in the voter’s pamphlet. Each candidate shall be billed for any cost in excess of the deposit, paid for within 30 days following the election, or shall receive a refund of any unused portion of the deposit. No candidate shall be permitted to include additional materials in the sample ballot package.
SECTION 3: That the City Clerk shall certify to the passage and adoption of this Resolution, shall enter the same in the book of original resolutions of said City; and shall make a minute of passage and adoption thereof in the records of the proceedings for the City Council of said City, in the minutes of the meeting at which the same is passed and adopted. The City Clerk shall provide each candidate or candidate’s representative a copy of this Resolution at the time nomination petitions are issued.
SECTION 4: That this resolution supersedes all previous resolutions establishing council policy on payment for candidates’ statements.
PASSED, APPROVED, AND ADOPTED, this 18th day of May, 2026. ________________________________
Georgianna Nicole Alvarez
City Clerk
Agenda Item No. 04 Page 12 of 16 CC Agenda 05-18-2026
Martha R. McQueen-Legohn, Mayor
ATTEST:
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF VENTURA ) SS.
CITY OF PORT HUENEME )
I, Georgianna Nicole Alvarez, City Clerk of the City of Port Hueneme, California, do hereby certify that the foregoing Resolution No. ____ was duly adopted at the regular meeting of the City Council on the __ day of ____, 2026, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Dated:
Georgianna Nicole Alvarez
City Clerk
Agenda Item No. 04 Page 13 of 16 CC Agenda 05-18-2026
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Agenda Item No. 04 Page 14 of 16 CC Agenda 05-18-2026
Michelle Ascencion
Clerk-Recorder & Registrar of Voters
Statewide General Election Calendar
November 3, 2026
If a date falls on a holiday; the date is not extended. The Ventura County Elections Division will be closed.
May 15, 2026 Last day to file petitions regarding measures and/or initiatives.
E-172
June 8 Governor’s Proclamation of the Statewide General election.
E-148
June 29 Last day to request consolidation by delivering resolution for cities, schools, E-127 and special districts for offices to be filled, including ballot text for all initiative measures including County initiatives.
NOTE: Resolutions requesting consolidation for measures received after June 29 may have shortened and/or no Argument/Rebuttal periods.
Last day to submit a redistricting resolution with map in consolidation of the election.
Ballot title and summary, tax rate statement, and full text of measure due to County Elections Office.
June 30 Measures to County Counsel (or City Attorney) to prepare Impartial Analysis. to
July 15
E-126 – E-111
July 13 Publication of Notice of Election and Ballot Label of Measures with dates of E-113 Arguments/Rebuttals. Public examinations open for 10 days immediately (estimated) upon receipt of documents.
July 13 Nomination Period – All Candidates
to
August 7
E-113 – E-88
July 17 Argument filing period. Public exam July 27 through August 5. to
July 26
E-109 – E-100
July 27 Rebuttal filing period. Public exam August 6 through August 15. to
August 5
E-99 – E-90
August 7 Declaration of Candidacy and Nomination Period ends at 5 p.m.
E-88
August 8 Extension of nomination period if eligible incumbent does not file. to
August 12
E-87 – E-83
Attachment C
Agenda Item No. 04 Page 15 of 16 CC Agenda 05-18-2026
If a date falls on a holiday; the date is not extended. Ventura County Elections Division will be closed.
August 13 Random alpha drawing for names appearing on the ballot.
E-82
August 21 County Voter Information Guide pages to printers.
E-74
September 7 Write-in candidate filing period.
to
October 20
E-57 – E-14
September 24 Mail County Voter Information Guides to voters. to
October 13
E-40 – E-21
October 5 Vote By Mail ballots are available.
to
October 27
E-29 – E-7
October 19 Last day to register to vote. On-line registration will be available at E-15 registertovote.ca.gov
October 24 Early Voting Days. Vote Centers open 9 a.m. – 5 p.m. to
November 2
E-10 – E-1
November 3 Election Day. Vote Centers open 7 a.m. to 8:00 p.m.
Election Day!
November 5 Official Canvass begins.
E+ 2
November 25 Completion of Official Canvass.
to
December 3
E+ 22 – E+30
Revised 4/24/26
Agenda Item No. 04 Page 16 of 16 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Fred Camarillo, Public Works Director
SUBJECT: AUTHORIZATION TO APPROPRIATE $45,000 IN ADDITIONAL FUEL
EXPENDITURES
RECOMMENDATION:
It is recommended the City Council authorize appropriation of an additional $45,000 into account 101-554-5522 to cover the purchase of fuel for the City of Port Hueneme’s fleet through the end of FY25/26 (June 30, 2026).
BACKGROUND/ANALYSIS:
The underground fuel storage tanks at the Public Works Yard are currently undergoing replacement to comply with State regulatory requirements. As a result, the City’s on-site fueling station is offline and is anticipated to remain out of service until FY 26-27 During this period, City fleet operations have been required to utilize off-site fueling vendors. Unleaded fuel is being procured from Shell Oil, and diesel fuel from Mac Valley Oils, as these are the closest available fueling providers to the City of Port Hueneme.
Over the past five months, fuel expenditures from these external vendors have exceeded the City’s typical bulk fuel costs. As a result, the allocated budget for the fleet fuel account (101-554-5522) will be fully expended prior to the end of FY 25-26.
Current average fuel costs are as follows: (as of the date of this report being written) • Diesel fuel from Mac Valley Oils: $8.07 per gallon
• Unleaded fuel from Shell Oil: $6.32 per gallon
• SC fuels bulk diesel fuel cost: $6.04 per gallon
• SC fuels bulk unleaded fuel cost: $5.86 per gallon
The increased per-gallon costs associated with off-site fueling, combined with ongoing operational demand, have resulted in a budget shortfall.
Agenda Item No. 05 Page 1 of 2 CC Agenda 05-18-2026
Fuel Expenditure Appropriation
May 18, 2026
To maintain uninterrupted fleet operations through the remainder of the fiscal year, and until the City’s fueling station is restored, an additional appropriation of $45,000 is required to fund fuel purchases through FY 25-26.
FISCAL IMPACT:
Approval of this action would require an appropriation of $45,000 for continued fleet fueling operations during the temporary closure of the City fueling station in Account No. 101-554-5522.
STRATEGIC PLAN:
Primary Strategic Pillar(s) and Initiative(s):
Optimal Levels of Service for Residents and Businesses
• Promote operational excellence in all City functions and embody best practices as a municipality
ATTACHMENTS:
None.
Agenda Item No. 05 Page 2 of 2 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Fred Camarillo, Public Works Director
SUBJECT: PURCHASE OF REPLACEMENT SKIP LOADER
RECOMMENDATION:
It is recommended that the City Council:
1. Approve the purchase of a John Deere Model 5130M Utility tractor, and associated attachments, in the amount of $129,653.73, from Deere and Company, utilizing a cooperative purchasing agreement through Sourcewell Co-Operative contract - Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70); and
2. Authorize a transfer of $129,654 of General Fund Measure U funds from a CIP account to an operating account to fund the purchase.
BACKGROUND/ANALYSIS:
The city currently operates a 2010 John Deere 210LE tractor/loader equipped with engine family AJDXL06.8106 (John Deere 4045HT054), classified as an EPA Tier 2 off-road diesel engine. This unit is primarily utilized for beach maintenance activities, serving a critical role in maintaining safe and clean coastal conditions for residents and visitors.
The tractor/loader has exceeded its recommended service life threshold and is not compliant with current emissions standards, as it is NOT a Tier 4 Final engine. As such, the unit no longer meets California Air Resources Board (CARB) off-road diesel fleet requirements.
Deadline Justification (December 31, 2026):
The proposed replacement deadline aligns with the following:
• Regulatory phase-out expectations for non–Tier 4 equipment • Municipal budget and Capital Improvement Program planning cycles • Risk mitigation timelines associated with aging fleet assets Agenda Item No. 06 Page 1 of 13 CC Agenda 05-18-2026
Skip Loader Replacement
May 18, 2026
Currently, the tractor averages approximately 12 hours of operation per week over the course of the year, with increased use during beach sanitization, sand mitigation, and the peak summer season. In a typical week, the Landscape Division uses the tractor at least twice to remove trash, litter, and ash from the beach.
Staff evaluated rental and purchase options for a comparable replacement unit. Renting a similar unit capable of accepting the City’s specialized attachments would cost approximately $2,750 per month, excluding delivery charges. Staff also evaluated the purchase of a replacement unit with the attachments necessary to continue current operations.
Although rental was considered, staff determined that purchasing a replacement unit would provide the city with a more practical and cost-effective long-term solution while preserving operational readiness. This will also ensure availability of this equipment for urgent needs.
Staff also evaluated electric utility tractor options as part of the replacement analysis.
While electric equipment offers long-term emissions benefits, currently available models suitable for beach maintenance do not provide sufficient power, duty-cycle endurance, or compatibility with the City’s existing specialized attachments. Staff will continue to monitor advancements in electric off-road equipment; however, a Tier 4 Final diesel replacement is currently the most reliable, compliant, and operationally viable option to meet the City’s immediate beach maintenance needs.
If this tractor is not replaced, the City’s ability to perform the following essential functions would be significantly affected:
1. Trash receptacles could no longer be placed and serviced on the sand in the current manner.
2. Sand mitigation along Surfside Drive and adjacent parking lots would be affected.
3. Sand mitigation along the beach wall would be less efficient
4. Staff response to litter complaints on the beach would be less efficient.
5. The city would lose the ability to operate the surf rake used to sanitize and groom the beach.
6. Ormond Lagoon cleanup events would be affected.
FISCAL IMPACT:
Approval of this action would require a transfer of $129,654 of Measure U funds currently budgeted for Storm Drain Rehabilitation projects in Account No. 101-555-5700 over to the Landscape Operating General Fund Account No. 101-553-5600 Capital Equipment for the purchase of the John Deere 5130M Utility Tractor. The Storm Drain Rehabilitation project can instead by funded using ARPA dollars and the department will request an appropriation to replenish the project budget at time of contract award. This item has a net zero affect to the General Fund.
Agenda Item No. 06 Page 2 of 13 CC Agenda 05-18-2026
Skip Loader Replacement
May 18, 2026
STRATEGIC PLAN:
Optimal Levels of Service for Residents and Businesses
• Promote operational excellence in all City functions and embody best practices as a municipality
Safe, Secure, & Beautiful Community
• Upgrade our beach, parks, City-owned facilities and structures to provide a better experience for our residents, employees, commuters, and visitors • Actively support on-going beach preservation efforts and funding for prevention of erosion
ATTACHMENTS:
A. Quote for John Deere 5130M Utility Tractor
Agenda Item No. 06 Page 3 of 13 CC Agenda 05-18-2026
This Page Intentionally Left Blank
Agenda Item No. 06 Page 4 of 13 CC Agenda 05-18-2026
Customer:
Quotes are valid for 30 days from the creation date or upon contract expiration, whichever occurs first.
A Purchase Order (PO) or Letter of Intent (LOI) including the below information is required to proceed with this sale. The PO or LOI will be returned if information is missing.
Vendor: Deere & Company
2000 John Deere Run
Cary, NC 27513-2789 US
FED ID: 36-2382580
UEID: FNSWEDARMK53
Signature on all LOIs and POs with a signature line
Contract name or number; or JD Quote ID
Sold to street address
Ship to street address (no PO box)
Bill to contact name and phone number
Bill to address
Bill to email address (required to send the invoice and/or to obtain the tax exemption certificate) Membership number if required by the contract
Quotes of equipment offered through contracts between Deere & Company, its divisions and subsidiaries (collectively "Deere") and government agencies are subject to audit and access by Deere's Strategic Accounts Business Division to ensure compliance with the terms and conditions of the contracts.
For any questions, please contact:
ALBERT CENDEJAS
Cal-Coast Machinery, Inc.
2450 Eastman Avenue
Oxnard, CA 93030
Work Phone: 1-805-207-9006
Cell Phone: 1-805-207-9006
Email: [email protected]
Attachment A
Agenda Item No. 06 Page 5 of 13 CC Agenda 05-18-2026
Salesperson : X ___________________ Accepted By : X ___________________
ALL PURCHASE ORDERS MUST BE MADE OUT TO
(VENDOR):
Deere & Company
2000 John Deere Run
Cary, NC 27513-2789 US
FED ID: 36-2382580
UEID: FNSWEDARMK53
ALL PURCHASE ORDERS MUST BE SENT TO DELIVERING
DEALER:
ALBERT CENDEJAS
Cal-Coast Machinery, Inc.
2450 Eastman Avenue Oxnard, CA 93030
Prepared For
ANDREW REX
CITY OF PORT HUENEME
250 N VENTURA RD
PORT HUENEME, CA 930413094
(805) 816-4167
[email protected]
Prepared By
ALBERT CENDEJAS
Cal-Coast Machinery, Inc.
2450 Eastman Avenue
Oxnard, CA 93030
1-805-207-9006
[email protected]
Quote Id 1609728
Creation Date 10-Feb-2026
Expiration Date 12-Jun-2026
Quote Summary
Equipment Summary Suggested List Selling Price QTY In Group Extended 5130M Utility Tractor $134,718.97 $105,520.80 1 $105,520.80 Contract: Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date: 09-Feb-2026
540M Loader $10,910.00 $8,291.60 1 $8,291.60
Contract: Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date: 09-Feb-2026
AY12G - 84 In. 4-In-1 Bucket for Current Loaders with
Global Carrier $6,589.00 $5,402.98 1 $5,402.98
Contract: Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date: 09-Feb-2026
Equipment Total $119,215.38
Quote Summary
Total Selling Price $119,215.38
Ventura County - (8.75%) $10,431.35
Sub-total $129,646.73
*Total Non-Taxable Equipment Fees $7.00
Agenda Item No. 06 Page 6 of 13 CC Agenda 05-18-2026
Salesperson : X ___________________ Accepted By : X ___________________ Balance Due $129,653.73
Agenda Item No. 06 Page 7 of 13 CC Agenda 05-18-2026
Selling Equipment
Quote # 1609728
Customer CITY OF PORT HUENEME
5130M Utility Tractor
Hours - - -
Serial Number - - -
Stock Number - - -
Contract Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date 09-Feb-2026
PUK Parent Serial #
QTY In Group : 1
Suggested List
$134,718.97
Selling Price
$105,527.80
Discount Amount
($29,198.17)
Equipment Summary
Code Description Qty List Price Discount % Discount $ Adjusted Selling Price
19EGPY 5130M Utility Tractor 1 $120,980.00 22.0% ($26,615.60) $94,364.40 Base / Options
Code Description Qty List Price Discount % Discount $ Adjusted Selling Price
0202 United States 1 $0.00 22.0% $0.00 $0.00
0409 English Operators
Manual 1 $0.00 22.0% $0.00 $0.00
0500 Less Package 1 $0.00 22.0% $0.00 $0.00
182A Less AutoTrac™
/Less ISOBUS 1 $0.00 22.0% $0.00 $0.00
1950 Less Application 1 $0.00 22.0% $0.00 $0.00
183N JDLink™ Modem 1 $0.00 22.0% $0.00 $0.00
2055 Standard Cab 1 $0.00 22.0% $0.00 $0.00
2511 Mirror Telescopic
LH & RH 1 $407.00 22.0% ($89.54) $317.46
2121 Premium Air
Suspension Seat 1 $1,806.00 22.0% ($397.32) $1,408.68
2400 Less Instructional
Seat 1 $0.00 22.0% $0.00 $0.00
1397
Powr8™ 32F/16R
40 km/h
Transmission
1 $2,265.00 22.0% ($498.30) $1,766.70
3820 Two Speed PTO -
540/540E 1 $0.00 22.0% $0.00 $0.00
Agenda Item No. 06 Page 8 of 13 CC Agenda 05-18-2026
4313 Drawbar with
Hammerstrap 1 $174.00 22.0% ($38.28) $135.72
4030
Electronic Hitch
Control with
Remote Control on
LH Fender
1 $0.00 22.0% $0.00 $0.00
4110
Telescoping Draft
Links with Ball End
- Category 2
1 $0.00 22.0% $0.00 $0.00
4210
Mechanical Center
Link with Ball Ends
- Category 2
1 $0.00 22.0% $0.00 $0.00
4420 LH & RH Stabilizer
Bar 1 $0.00 22.0% $0.00 $0.00
4155 LH and RH
Adjustable Lift Links 1 $118.00 22.0% ($25.96) $92.04
4000 Less Front
Attachment 1 $0.00 22.0% $0.00 $0.00
3326 3 Mechanical
Stackable Rear SCV 1 $1,183.00 22.0% ($260.26) $922.74
3430
3 Stackable Mid
SCVs with
Mechanical Joystick
Control
1 $1,033.00 22.0% ($227.26) $805.74
6040 MFWD Front Axle 1 $0.00 22.0% $0.00 $0.00
5010 Flange Axle 1 $0.00 22.0% $0.00 $0.00
5090 Steel Rear Wheels 1 $0.00 22.0% $0.00 $0.00
5192 19.5L-24 In. 10PR
R4 Bias 1 ($2,977.00) 22.0% $654.94 ($2,322.06)
6133 12.5/80-18 In. 12PR
R4 Bias 1 ($2,303.00) 22.0% $506.66 ($1,796.34)
5999 No Tire Brand
Preference 1 $0.00 22.0% $0.00 $0.00
1730
Loader Ready
Package Single
Point Coupler
1 $4,360.00 22.0% ($959.20) $3,400.80
3025 Corner Post Deluxe
Exhaust 1 $0.00 22.0% $0.00 $0.00
8280 Rear Window Wiper 1 $379.00 22.0% ($83.38) $295.62 8386
PTO Remote
Control on LH and
RH Fenders
1 $82.00 22.0% ($18.04) $63.96
8463 80 mm Hitch Lift
Cylinder 1 $520.00 22.0% ($114.40) $405.60
8727 LED Beacon Light 1 $363.00 22.0% ($79.86) $283.14
Agenda Item No. 06 Page 9 of 13 CC Agenda 05-18-2026
8731
Full LED Lighting
Package with
Headlights
1 $731.00 22.0% ($160.82) $570.18
Total Base / Options $129,121.00 ($28,406.62) $100,714.38 Technology Options
Code Description Qty List Price Discount % Discount $ Adjusted Selling Price
1900 Less Display 1 $0.00 22.0% $0.00 $0.00
1880 Less Receiver 1 $0.00 22.0% $0.00 $0.00
Total Technology Options $0.00 $0.00 $0.00
Dealer Attachments
Code Description Qty List Price Discount % Discount $ Adjusted Selling Price
TY27545
Quik-Coupler,
Economy, Category
2 Serial Number: - - -
Stock Number: - - -
1 $1,023.97 22.0% ($225.27) $798.70
BSJ10442
Backup Alarm Kit
Serial Number: - - -
Stock Number: - - -
1 $209.00 22.0% ($45.98) $163.02
BSJ10309
CENTER LINK, 5R
HYDRAULIC
CENTER LI
Serial Number: - - -
Stock Number: - - -
1 $2,365.00 22.0% ($520.30) $1,844.70
Open
Market
(Open Market) Lift
link Cylinder with
hoses
Serial Number: - - -
Stock Number: - - -
1 $2,000.00 0.0% $0.00 $2,000.00
Total Dealer Attachments $5,597.97 ($791.55) $4,806.42
Selling Price Subtotal $105,520.80
CA Tire Fee $7.00
Total Selling Price $134,718.97 ($29,198.17) $105,527.80 Agenda Item No. 06 Page 10 of 13 CC Agenda 05-18-2026
Agenda Item No. 06 Page 11 of 13 CC Agenda 05-18-2026
540M Loader
Hours - - -
Serial Number - - -
Stock Number - - -
Contract Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date 09-Feb-2026
PUK Parent Serial #
QTY In Group : 1
Suggested List
$10,910.00
Selling Price
$8,291.60
Discount Amount
($2,618.40)
Equipment Summary
Code Description Qty List Price Discount % Discount $ Adjusted Selling Price
14C0P 540M Loader 1 $12,346.00 24.0% ($2,963.04) $9,382.96 Base / Options
Code Description Qty List Price Discount % Discount $ Adjusted Selling Price
0202 United States 1 $0.00 24.0% $0.00 $0.00
0409 English 1 $0.00 24.0% $0.00 $0.00
0500 Less package 1 $0.00 24.0% $0.00 $0.00
1995 Less mounting
frame 1 ($1,844.00) 24.0% $442.56 ($1,401.44)
2523
540M Mechanical
self-leveling (MSL)
farm loader - Threefunction
1 $1,916.00 24.0% ($459.84) $1,456.16
7610 Global carrier 1 $0.00 24.0% $0.00 $0.00
3995 Less hydraulic
hoses and controls 1 ($468.00) 24.0% $112.32 ($355.68)
4650
Three-Function
Single Point
Hydraulic Coupler
for Loader Ready
Tractors
1 $1,154.00 24.0% ($276.96) $877.04
5995 Less hood guard 1 ($535.00) 24.0% $128.40 ($406.60) 6995 Less ballast box 1 $0.00 24.0% $0.00 $0.00
8750 Less bucket 1 ($1,659.00) 24.0% $398.16 ($1,260.84) Total Base / Options $10,910.00 ($2,618.40) $8,291.60
Selling Price Subtotal $8,291.60
Total Selling Price $10,910.00 ($2,618.40) $8,291.60
Agenda Item No. 06 Page 12 of 13 CC Agenda 05-18-2026
AY12G - 84 In. 4-In-1 Bucket for Current Loaders with Global Carrier Hours - - -
Serial Number - - -
Stock Number - - -
Contract Sourcewell Ag Tractors 082923-DAC (PG 1P CG 70) Price Effective Date 09-Feb-2026
PUK Parent Serial #
QTY In Group : 1
Suggested List
$6,589.00
Selling Price
$5,402.98
Discount Amount
($1,186.02)
Equipment Summary
Code Description Qty List Price Discount % Discount $ Adjusted Selling Price
2226XF
AY12G - 84 In. 4-In1 Bucket for Current
Loaders with Global
Carrier
1 $6,589.00 18.0% ($1,186.02) $5,402.98
Total Base / Options $6,589.00 ($1,186.02) $5,402.98
Selling Price Subtotal $5,402.98
Total Selling Price $6,589.00 ($1,186.02) $5,402.98
Agenda Item No. 06 Page 13 of 13 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Tricia Maier, Community Development Director
Jose Coyotl, Associate Planner
SUBJECT: ADOPT A RESOLUTION GRANTING A FIVE-YEAR SPECIAL USE PERMIT (NO. PHSU-26-7) AUTHORIZING THE PORT HUENEME
POLICE DEPARTMENT AND POLICE EXPLORERS TO HOST TWO
ANNUAL HUENEME BEACH CAR SHOW FUNDRAISING EVENTS AT
HUENEME BEACH, INCLUDING ANCILLARY LIVE ENTERTAINMENT
STAGE, FOOD AND VENDOR BOOTHS, AND DETERMINING THAT THE
EVENT IS EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL
QUALITY ACT (CEQA)
RECOMMENDATION:
It is recommended that the City Council:
1. Open the public hearing to accept oral and written evidence;
2. Close the public hearing and consider all evidence presented;
3. Adopt a Resolution conditionally approving Special Use Permit No. PHSU-26-7 (Port Hueneme Police Department and Police Explorers Hueneme Beach Car Show Fundraising Events 2026-2030);
4. Determine that the project (Special Use Permit No. PHSU-26-7) is categorically exempt from CEQA; and
5. Take such additional, related actions as may be deemed appropriate.
BACKGROUND/ANALYSIS:
The applicants, the Port Hueneme Police Department and the Port Hueneme Police Explorers Post #9988, request approval of a temporary Special Use Permit (“SUP”) to conduct a community event titled the “Port Hueneme Police Department and Police Explorers Hueneme Beach Car Show Fundraising Events 2026-2030.” The event is a recurring community-oriented car show and fundraiser supporting youth programming and related community benefits.
The Hueneme Beach Car Show has been previously approved and conducted at Hueneme Beach Park in a consistent format in prior years. On February 22, 2022, the Agenda Item No. 07 Page 1 of 21 CC Agenda 05-18-2026
Special Use Permit No. PHSU-26-7 Hueneme Beach Car Show Fundraising Events 2026-30 May 18, 2026
City Council approved Special Use Permit No. 02-22, authorizing the Port Hueneme Police Department and Port Hueneme Police Explorers Post #9988 to conduct one annual car show and fundraising event in the month of June for a five-year period (2022- 2026). The June 2026 event represents the final event under that approval and has already received administrative approval.
The applicant is now requesting authorization to conduct the event twice annually for a five-year period from 2026 through 2030. The events will occur on the second Sunday in June and one Sunday in October (date to be determined annually based on coordination with other City events) from 8:00 a.m. to 3:00 p.m. Funds raised at the October event will support the Police Explorer Turkey Drive community program. City Council action is required for the October 2026 event, as well as for all June and October events from 2027 through 2030.
These events will not preclude other organizers from obtaining a permit for a car show at Hueneme Beach Park (if all requirements are met). However, if approved, no other car shows will be permitted at Hueneme Beach Park within 30 days of the approved car shows to avoid oversaturation and to mitigate neighborhood impacts. These events help address a Economic Development Plan goal to activate Hueneme Beach Park with community events that support local businesses and vendors.
The events will be held on Parking Lot “B” and Parking Lot “C” at Hueneme Beach Park located at 550 E. Surfside Drive and along Oceanview Drive. Consistent with prior operations, Oceanview Drive will be closed at Surfside Drive and will serve as the primary event corridor, accommodating the main entrance, registration and information booths (including the Police Command Post), vendor booths, and food vendors.
Parking Lot “B” will serve as the primary car show display area, with Parking Lot “C” used for overflow vehicle display. Parking Lot “E” will be used for vendor, staff, entertainer, and public parking.
Attendance is anticipated to include approximately 150 to 275 show vehicles, with total event attendance of up to 1,500 persons. The event will continue to operate as a free, public event. Event components will include 10 to 20 vendor booths, two to four food trucks, and a DJ providing music. Supporting amenities will include portable restrooms, hand-wash stations, and trash and recycling receptacles distributed throughout the event area.
ENTERTAINMENT
Entertainment for the event will consist of a DJ providing recorded music throughout the duration of the car show. The event will be located entirely within existing paved parking lots and adjacent surface streets, with no access to or activities occurring on the sandy beach or dune habitat areas.
To minimize potential noise effects, speakers will be oriented and positioned to direct sound away from nearby residential areas and avoid unnecessary propagation toward the shoreline. Sound levels will be maintained at a moderate level appropriate for the Agenda Item No. 07 Page 2 of 21 CC Agenda 05-18-2026
Special Use Permit No. PHSU-26-7 Hueneme Beach Car Show Fundraising Events 2026-30 May 18, 2026
event and its limited footprint, consistent with typical community events held in similar developed coastal settings.
Additional event programming will primarily focus on static vehicle displays, community engagement, and vendor participation. Activities are temporary, limited to daytime hours, and will occur within areas already subject to regular vehicular traffic and public use.
SETUP/BREAKDOWN
Event setup will begin at approximately 6:00 a.m. on the day of the event and will include placement of traffic control devices, vendor setup, and vehicle staging. Oceanview Drive will be closed to vehicular traffic during setup and event hours.
Vehicle roll-in and vendor setup will begin at approximately 7:00 a.m., with all event components expected to be operational by the public opening time of 8:00 a.m.
Event breakdown will begin at approximately 3:00 p.m. following the conclusion of the event and is expected to be completed by approximately 3:30 p.m., at which time all event areas will be cleared and reopened to the public.
SECURITY
The event will be a non-fenced, open public event and will not include formal security screening at entry points. Security and event oversight will be provided by the Port Hueneme Police Department.
Event staffing will include approximately 15 Police Explorers, four Reserve Police Officers, and a designated crowd control supervisor. Personnel will be stationed at key access points, including Oceanview Drive and Surfside Drive, to manage traffic flow, assist with parking, and monitor event activities.
A Police Command Post will be located at the event information booth near the main entrance along Oceanview Drive. The Ventura County Fire Department and AMR Ambulance will respond to medical emergencies, with coordination through Police Dispatch.
Standard procedures will be in place for incident reporting, lost juveniles, and enforcement of event rules. The event will operate under established policies prohibiting weapons, fireworks, illegal substances, alcohol, cannabis, and drone use.
PARKING
The applicant is requesting to provide free parking for each car show event. Public parking will be available in Parking Lot “A”, along Surfside Drive, and in other nearby beach parking areas.
Accessible (ADA) parking will be designated in Parking Lot “A”. Vendor, staff, and entertainer parking will be located in Parking Lot “E”.
Agenda Item No. 07 Page 3 of 21 CC Agenda 05-18-2026
Special Use Permit No. PHSU-26-7 Hueneme Beach Car Show Fundraising Events 2026-30 May 18, 2026
Traffic control will be managed by Police Explorers and Reserve Officers stationed at key intersections and access points. Traffic cones, A-frame signage, and message boards will be deployed to assist with vehicle circulation and parking direction.
CEQA DETERMINATION:
The proposed car show events are categorically exempt from CEQA pursuant to Guidelines Sections 15304 and 15323 because they involve temporary use of an existing developed public facility with no permanent physical changes or expansion of use, and no exceptions to the use of a categorical exemption apply, as the project would not result in a significant environmental impact given its location in a previously disturbed parking and street environment and the absence of activities within sensitive habitat areas.
FISCAL IMPACT:
Parking is free for this event, and as such, revenues that would otherwise be generated from parking in lots “A,” “B,” “C,” and along Ocean View and Surfside Drives will not be collected.
STRATEGIC PLAN:
Innovation & Opportunity
● Retain and maximize opportunities for local businesses as the backbone of our community
Optimal Levels of Service for Residents and Businesses
● Support and establish programs and events that create a strong sense of community pride and a connection to our history and heritage Safe, Secure, & Beautiful Community
● Upgrade our beach, parks, City-owned facilities, and structures to provide a better experience for our residents, employees, commuters, and visitors ATTACHMENTS:
A. City Council Resolution
B. Application Package
C. Public Hearing Notice
Agenda Item No. 07 Page 4 of 21 CC Agenda 05-18-2026
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PORT HUENEME,
CALIFORNIA, DEEMING A TEMPORARY EVENT EXEMPT FROM THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT AND CONDITIONALLY
APPROVING SPECIAL USE PERMIT NO. PHSU-26-7 (CITY OF PORT HUENEME’S PUBLIC EVENT KNOWN AS “PORT HUENEME POLICE
DEPARTMENT AND POLICE EXPLORERS HUENEME BEACH CAR SHOW
FUNDRAISING EVENTS 2026-2030, " LOCATED AT 550 E. SURFSIDE DRIVE) WHEREAS, A public hearing was held as required by law to consider issuance of a Special Use Permit (“SUP”) allowing the project known as the “Port Hueneme Police Department and Police Explorers Hueneme Beach Car Show Fundraising Events 2026-2030,” to be located on property at Hueneme Beach Park, with event activities occurring annually from 2026 through 2030 on the second Sunday in June and one Sunday in October (date to be determined annually), from 8:00 a.m. to 3:00 p.m. each day, with additional setup and cleanup time before and after each event; and
WHEREAS, the proposed Project represents a discretionary action subject to the environmental review requirements of the California Environmental Quality Act (“CEQA”) of 1970, as amended (Pubic Resources Code § et. seq.), and by operation of § 15381 of Title 14 to the California Code of Regulations, the City Council of the City of Port Hueneme is deemed “Lead Agency” for the purposes of CEQA; and
WHEREAS, City staff has recommended the City Council find the Project exempt from CEQA as it establishes rules and procedures to permit operation of existing facilities; minor temporary use of land; ensures maintenance, restoration and protection of the environment; and regulates normal operations of facilities for public gatherings, and is therefore categorically exempt from further CEQA review under California Code of Regulations Title 14 §§15301, 15304 (e) 15308, and 15323.; and
WHEREAS, the City Council further finds that none of the exceptions to the use of a categorical exemption set forth in CEQA Guidelines Section 15300.2 apply, including that the Project would not result in a significant environmental impact due to unusual circumstances, as it involves temporary activities within previously developed and regularly disturbed public facilities and does not include activities within sensitive habitat areas; and WHEREAS, the proposed Project is deemed consistent with, and furthers the objectives and policies of the City’s General Plan and zoning regulations; and WHEREAS, the City Council considered the effects of the Project on the regional need for public services, and available fiscal and environmental resources before deciding on this matter; and
WHEREAS, City staff recommended conditional approval of the Project and Special Use Permit Application No. PHSU-26-7.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF PORT HUENEME, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1: Under the provisions of PHMC Sections 10355 et. seq., the City Council finds and declares that:
Attachment A
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CC Resolution No. ___, Page 2 of 7
A. Prior to rendering a decision on the Project, the City Council duly considered:
1. All oral and written testimony presented at the public hearing conducted on May 18, 2026, which is incorporated by reference.
2. The staff report prepared by the Community Development Department, dated May 18, 2026, along with its exhibits, which is incorporated by reference.
B. The Conditions of Approval specified in Section "G" below are reasonably related to the use of the premises for which this Special Use Permit is to be issued.
C. On the basis of evidence hereinafter listed, all administrative procedures and public participation requirements prescribed in Title 7, Division 1, of the Government Code of the State of California, Article X, PHMC § 10352, and Division 13 of the California Public Resources Code commencing with § 21050, and Title 14 of the California Code of Regulations commencing with § 15000, as such procedures and requirements pertain to this Project and CEQA have been lawfully satisfied.
D. The California Coastal Act is intended to protect natural and scenic resources; promote public safety, health, and welfare; and protect public and private property, wildlife, marine fisheries, other ocean resources, and the natural environment. The California Coastal Commission’s regulations establish the standards used to evaluate proposed development and other activities for consistency with the Act.
The Local Coastal Program (LCP) identifies the primary policy concern for the Project area— including the temporary use of Hueneme Beach Park and associated Parking Lots "B" and “C”— as “Shoreline Access/Recreation and Visitor-Serving Facilities.” Based on the analysis presented below, the City Council of the City of Port Hueneme finds that the proposed Project is consistent with and advances the objectives of Chapter 3 of the California Coastal Act of 1976:
1. VISITOR SERVING AND RECREATION FACILITIES
A. Coastal Act (Public Resources Code §§ 30212.5, 30213, and 30220): Wherever feasible, public facilities, including parking, shall be distributed throughout an area to reduce overuse of any single location. Lower-cost visitor and recreational facilities shall be protected, encouraged, and, where feasible, provided.
Developments that provide public recreational opportunities are preferred. Coastal areas suited for water-oriented recreational activities that cannot readily be provided inland shall be protected for those uses.
B. Consistency Statement: Under the City’s Local Coastal Program (LCP) for Hueneme Beach Park (Area A), Section 4.b. Resource Protection Zone Policies, temporary development and Special Use Permit projects at Hueneme Beach Park should be located west of Parking Lot “C.” The proposed temporary use Project will be located within Parking Lot “B”, Parking Lot “C”, and Ocean View Drive; however, attendees will be prohibited from entering nearby Agenda Item No. 07 Page 6 of 21 CC Agenda 05-18-2026
CC Resolution No. ___, Page 3 of 7
dune areas, ensuring consistency with this policy. In addition, the proposed Project will not block public access to the beach.
E. The following environmental findings are made based on upon the staff report dated May 18, 2026, and the project descriptions:
1. The Project is consistent with City’s General Plan and its policies including the Project’s land use designation as Open Space; it is also consistent with the Park-Reserve Zoning classification for the Project site.
2. The Project involves property located within City’s jurisdictional boundaries on parking lot sites and the Project is surrounded by urban uses and Park/Pacific Ocean.
3. The SUP property is not known to be listed by any regulatory agency as having value as a habitat for endangered, rare, or threatened species.
4. Approving the Project would not result in any significant effects related to traffic, noise, air quality, or water quality.
5. The Project is not expected to result in substantial pollution.
6. The Project area can be adequately served by all required utilities and public services.
7. The Project will not exceed the existing or planned capabilities of the sewage system.
8. The Project will not exceed the existing or planned capabilities of the solid waste system.
9. The Project is not expected to create unavoidable health hazards nor expose people to substantial health hazards.
10. The Project is not expected to have an adverse impact on adequate fire protection services.
11. The Project will not result in a population that exceeds a level of service of one officer per 1,000 residents nor result in the average response time to emergency calls exceeding three minutes.
F. Based on the facts and findings set forth in this Resolution, the Project is categorically exempt from CEQA because it involves the temporary use of public facilities for annual community events and minor temporary uses of land; supports the maintenance, restoration, and protection of the environment; and regulates the normal operations of facilities for public gatherings. All festival activities, including stages, vendor booths, and carnival rides, are temporary in nature and will be removed following each annual event. Accordingly, the Project is categorically exempt from further CEQA review pursuant to California Code of Regulations, Title 14, Sections 15301, 15304(e), 15308, 15323, and 15332.
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CC Resolution No. ___, Page 4 of 7
G. The City Council of the City of Port Hueneme hereby grants and approves this SUP (PHSU-26-7) as a “Temporary Use” by operation of PHMC § 10355(A)(2), subject to the following conditions:
1. City approval is granted to the Applicant for the Temporary Use and location as described in the Staff Report dated May 18, 2026. Areas that may be subsequently desired by Applicant beyond that designated shall receive prior authorization and coordination by the City’s Director of Community Development (“Director”).
2. Frank Montelongo, Property Supervisor Officer of the Port Hueneme Police Department on behalf of the Port Hueneme Police Explorers Post #9988, is deemed the Applicant’s authorized representative who shall be available at all times while the SUP event is in progress; or, the Applicant must designate in writing to the Director a minimum of one week before starting the event as to who the authorized event representative will be and who will have complete authority to represent and to act on behalf of the Applicant. Said authorized representative must be present at the site at all times while the event is in progress. Whenever the representative is not present during any particular time when the event is occurring, orders may be given by the Director, Public Works Director, and/or Chief of Police or their authorized staff. These orders must be obeyed by the representative who may have charge of the particular event activity to which the orders are given. If in the opinion of the Director, Public Works Director, or Chief of Police, or authorized staff that the SUP event poses a threat to the public health, safety, or welfare, or violates any of the conditions herein or other law, said official(s) may give orders to said representative to immediately correct the situation or terminate the proceedings and return the site to its pre-event condition. The Applicant and/or representative are responsible for the actions of his/her event employees, volunteers, contractors, and subcontractors.
3. The Applicant shall take all reasonable measures to protect public and private property that may result from activities of the SUP event. The area used for the event must be cleaned of event debris and returned to its preevent condition no later than the morning following the day of the event, or other time as approved by the Director.
4. Prior to the SUP event, the Applicant shall provide proof that it has secured all necessary permits and licenses for the event, including County Health permits, if required, to the satisfaction of the Director.
5. Any vendors associated with this SUP shall obtain a City business license prior to the event.
6. Any on-site or off-site advertising, signage, banners, or similar special promotions or marketing for the SUP event in the City must be approved by the Director before use and kept in a continuous state of good condition and repair, clean and free of graffiti as determined by the Director.
7. Unless otherwise permitted by Director, the Applicant will not make, or cause to be made, any alterations to Property covered by the SUP, or any part thereof, without Director’s prior written consent.
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CC Resolution No. ___, Page 5 of 7
8. The Applicant, at its sole cost and expense, comply with all of the requirements of all federal, state, and local authorities now in force, or which may hereafter be in force, pertaining to the event and will faithfully observe in the use of SUP property all applicable laws. The judgment of any court of competent jurisdiction, or the admission of Applicant in any action or proceeding against Applicant, whether City be a party thereto or not, that Applicant has violated any such ordinance or statute in the use of SUP Property will be conclusive of that fact as between City and Applicant.
9. A 20-foot clear emergency vehicles access road shall be provided and maintained for the duration of the event. The emergency vehicles access road shall be unobstructed by guest and staff vehicles. Road barriers shall be movable by one person without special knowledge or extraordinary effort.
10. All temporary electrical systems shall be permitted in accordance with the local building and safety department and maintained in accordance with the National Electrical Code.
11. The Applicant is hereby made aware of the potential sensitive beach resources located seaward of the beach pedestrian concrete walkways located east of Beach Parking Lot "B” extending to the “J” Street Drain and down-coast to the Ormond Beach area. The Applicant and the SUP event participants are prohibited from traversing or otherwise disturbing dune areas within these locations. In addition, participants at the Applicant’s SUP event shall not operate vehicles off-road or outside the paved beach lots and streets. The operation of vehicles over undesignated areas is strictly prohibited without the prior approval of the Director.
12. The Applicant and participants at the SUP event shall comply with all applicable State, Federal, and local rules and regulations, government laws, and ordinances relating to the activity and all other ordinances and laws of the City, which among other things, prohibits disorderly conduct; point source noise outside of the Hueneme Beach Park that exceeds the noise regulations outlined in Port Hueneme Municipal Code; undesignated vehicles on the beach or off the public right-of-way; public intoxication or consumption of alcoholic beverages, animals on the sandy beach; fires on the beach; and boisterous, threatening, or profane and indecent language.
13. If requested by the Public Works Director, the Applicant shall obtain an Encroachment Permit for the use of any public street right-of-way prior to the SUP event taking place.
14. The Applicant shall not use stakes or any other means to secure the temporary tents, equipment or any other amenity related to the subject event that will penetrate the pavement within the parking lots without express permission by the Public Works Director. Driving stakes into the pavement within Oceanview Drive rights-of-way is strictly prohibited.
15. Free guest parking in Beach Parking Lots ‘A.’ ‘B,’ ‘C,’ ‘E’, Ocean View Drive and along Surfside Drive will be available only from 6:00 A.M. to 4:00 P.M. on the event dates.
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CC Resolution No. ___, Page 6 of 7
H. Pursuant to Public Resources Code § 30510, the City Council of the City of Port Hueneme hereby reiterates its intent to implement the Local Coastal Program and amendments thereto in a manner fully consistent with the California Coastal Act.
I. The approvals granted herein shall not become effective until all rights of appeal have been exhausted, including appeal within 10 days following the date of receipt by the Coastal Commission of the City’s Notice of Final Action on this matter pursuant to PHMC § 10356(D).
SECTION 2: The Mayor, or presiding officer, is authorized to sign this Resolution signifying its adoption by the City Council of the City of Port Hueneme and the City Clerk, or her duly appointed deputy, may attest thereto.
SECTION 3: This Resolution shall take effect immediately upon its passage.
SECTION 4: The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original Resolutions.
PASSED, APPROVED, AND ADOPTED, this 18th day of May, 2026.
Martha R. McQueen-Legohn, Mayor
ATTEST:
________________________________
Georgianna Nicole Alvarez
City Clerk
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CC Resolution No. ___, Page 7 of 7
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF VENTURA ) SS.
CITY OF PORT HUENEME )
I, Georgianna Nicole Alvarez, City Clerk of the City of Port Hueneme, California, do hereby certify that the foregoing Resolution No. ____ was duly adopted at the regular meeting of the City Council on the 18th day of May, 2026, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Dated:
Georgianna Nicole Alvarez
City Clerk
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Attachment B
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HUENEME BEACH CAR SHOW
Special Use Permit Request and Event Operations Plan
2026-2030 | June and October Events
Submitted by Port Hueneme Police Explorers Post #9988
Prepared for City of Port Hueneme review. Event information: phpdexplorers.org/hueneme-beach-car-show Applicant Port Hueneme Police Explorers Post #9988
Permit Request Five-year renewal through a temporary Special Use Permit (SUP)
Location Hueneme Beach Parking Lots B and C, 600 Oceanview Drive, Port Hueneme
Public Hours 8:00 a.m. to 3:00 p.m. | Setup and takedown approximately 6:00 a.m. to 3:30 p.m.
Admission/Parking Free admission and free parking; no overnight parking Agenda Item No. 07 Page 15 of 21 CC Agenda 05-18-2026
Hueneme Beach Car Show | Special Use Permit Request 2026-2030
1. Event Overview
The Port Hueneme Police Explorers Post #9988 respectfully requests renewal of a five-year agreement with the City of Port Hueneme through a temporary Special Use Permit (SUP) for the Hueneme Beach Car Show, a one-day community car show and fundraising event.
The event will be held in Hueneme Beach Parking Lots B and C, located at 600 Oceanview Drive, Port Hueneme. Event participants will use Surfside Drive for staging prior to entry. Spectator parking will be available throughout the Hueneme Beach area, including Surfside Drive and Beach Lots A, E, and F.
The car show supports Police Explorer programs and, for the October event, benefits the Police Explorer Turkey Drive community event. The event is open to the public and designed as a family-friendly, accessible community fundraiser.
Event Name Hueneme Beach Car Show
Applicant / Host Port Hueneme Police Explorers Post #9988 Permit Type Temporary Special Use Permit renewal
Permit Term Requested Five years, 2026 through 2030
Primary Event Area Hueneme Beach Parking Lots B and C
Address 600 Oceanview Drive, Port Hueneme, California
Estimated Participants 150 to 275 show vehicles
Public Admission Free admission
2. Event Dates and Schedule
The event will be held on the second Sunday in June and on one Sunday in October each year, subject to coordination with other City events. The October event will support the Police Explorer Turkey Drive community event.
Annual Date Plan
Year Planned Event Dates
2026 Sunday, June 14, 2026 | October date to be determined 2027 Sunday, June 13, 2027 | October date to be determined 2028 Sunday, June 11, 2028 | October date to be determined 2029 Sunday, June 10, 2029 | October date to be determined 2030 Sunday, June 9, 2030 | October date to be determined Agenda Item No. 07 Page 16 of 21 CC Agenda 05-18-2026
Hueneme Beach Car Show | Special Use Permit Request 2026-2030
Day-of-Event Schedule
Time Activity
6:00 a.m. Event setup begins
7:00 a.m. Participant roll-in and staging
8:00-10:00 a.m. Vehicle registration
8:00 a.m.-3:00 p.m. Event open to the public
3:00 p.m. Breakdown begins
3:30 p.m. Event takedown completed
3. Public Information, Admission, and General Policies
Event information will be made available to the public through the Police Explorers event webpage:
https://www.phpdexplorers.org/hueneme-beach-car-show
Admission and Access
• Admission is free to the public.
• Parking is free; overnight parking is not available.
• The event is ADA accessible. Wheelchair rentals will not be available. • Strollers are permitted; guests should be advised that grass, sand, and dirt pathways may make some areas more difficult to navigate.
• The car show is a non-fenced, open-area event.
Prohibited Items
The following items are not allowed at the Hueneme Beach Car Show:
• Weapons of any kind, including guns and knives
• Fireworks or explosives of any kind
• Illegal or illicit substances of any kind
• Drones
• Cannabis
• Alcohol
Additional Public Policies
• Service animals are allowed at the Hueneme Beach Car Show. • Pets are allowed at the event.
• Out of respect for artisans and vendors showcasing original work, photography of arts and crafts vendor displays is prohibited unless expressly permitted by the vendor.
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Hueneme Beach Car Show | Special Use Permit Request 2026-2030
4. Security Screening and Public Safety
Security Screening Procedures
There will be no formal security screening at this event. The car show is a non-fenced, open-area public event. Police Explorers and Reserve Officers will monitor the event footprint and coordinate with sworn personnel as needed.
Medical Emergencies
Medical emergencies will be handled by the Ventura County Fire Department and AMR Ambulance. In the event of a medical emergency, the Port Hueneme Police Department dispatch center or on-site police personnel should be notified immediately. The Public Safety Dispatcher will relay information to the appropriate emergency medical staff.
Injuries, Trips, and Falls
All falls or injuries requiring medical attention should be documented. When possible, documentation should include the individual's name, the nature and extent of injury, photographs of the injuries, the incident location, and photographs of the incident location. If the injured person declines to cooperate, event staff should still document the available facts to the extent possible.
Alcohol-Related Issues
Alcohol is not permitted at the event, and no alcohol sales or distribution are authorized. Police personnel will respond to alcohol-related violations, including possession or consumption by minors or adults. Minors found in possession of, or consuming, alcoholic beverages will be escorted from the event site by police personnel. Adults committing alcohol-related offenses may also be escorted from the event. Event Executive Staff will be notified of all alcohol-related enforcement actions and ejections.
Lost Juveniles
Lost juveniles will be brought to the Hueneme Beach Car Show Information Booth. If a juvenile is not reunited with a parent or guardian by the end of the event, the juvenile will be transported to the Port Hueneme Police Department for further assistance and reunification.
5. Parking, Traffic Control, and Crowd Management
Parking Plan
General Parking Free parking will be available in Beach Lots A and F and along Surfside Drive.
Parking Lot E Lot E will be used for vendor parking, entertainment parking, staff parking, and public parking.
ADA Parking Designated ADA parking will be located in Parking Lot A, accessible via Surfside Drive.
Entertainer Parking Entertainers will be directed to Parking Lot E.
Traffic Control
• Police Explorers and Reserve Officers will be stationed at Oceanview Drive and Surfside Drive to assist with traffic direction.
• Within the event area, Police Explorers will assign parking locations to participating vehicles. • Police Explorers will deploy traffic cones and A-frames around the event to assist with wayfinding and traffic flow.
Agenda Item No. 07 Page 18 of 21 CC Agenda 05-18-2026
Hueneme Beach Car Show | Special Use Permit Request 2026-2030
Police Command Post
The Police Command Post will be located at the Police Explorer Information Booth at the main event entrance facing Oceanview Drive.
Crowd Control Overview
Crowd control activities for the Hueneme Beach Car Show will be a joint effort between Port Hueneme Police Department Reserve Officers and Police Explorers. The Port Hueneme Police Department will maintain command of crowd control activities. Four reserve officers and one crowd control supervisor are anticipated to be deployed at the event.
6. Event Operations
Car Show Participants Approximately 150 to 275 vehicles Entertainment DJ
Food Trucks 2 to 4 food truck vendors
Vendor Booths 10 to 20 vendor booths using 10 ft. x 10 ft. canopies Restrooms 6 to 8 portable restrooms
Wash Stations Wash stations will be provided
Solid Waste 10 95-gallon trash bins and 10 95-gallon recycling bins
7. Summary
The Hueneme Beach Car Show is intended to provide a safe, organized, and accessible community event that supports the Port Hueneme Police Explorers Post #9988 and related community programs. The requested five-year SUP renewal will allow event organizers to continue coordinating with the City of Port Hueneme, the Port Hueneme Police Department, emergency responders, vendors, entertainers, participants, and the public in a consistent and professional manner from 2026 through 2030.
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CITY OF PORT HUENEME NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that a public hearing will be held by the City Council of the City of Port Hueneme on Monday, May 18, 2026, at 6:30 p.m. in the City Hall Council Chambers, located at 250 North Ventura Road, Port Hueneme, California, 93041, to consider an application by the City of Port Hueneme for Special Use Permit (SUP) No. PHSU-26-7 to authorize the Port Hueneme Police Department and Police Explorers to host two annual Hueneme Beach Car Show fundraising events at Hueneme Beach Park for a five-year period from 2026 through 2030, including ancillary live entertainment (DJ), food and vendor booths, and related event activities.
The events are proposed to occur on the second Sunday in June and one Sunday in October (date to be determined annually) from 8:00 a.m. to 3:00 p.m. The events will be located in Hueneme Beach Parking Lots “B” and “C,” located at 550 E. Surfside Drive, and along Oceanview Drive. Any person may attend this public hearing and be heard on this matter by submitting public comments in person or in writing.
ENVIRONMENTAL REVIEW: The proposed Special Use Permit for the car shows and fundraising auxiliary event areas is deemed categorically exempt from review under the California Environmental Quality Act pursuant to California Code of Regulations, Title 14, Sections 15304 and 15323, as it involves the temporary use of public facilities for community events with no permanent alteration to the site or expansion of use. The event will occur on an already developed public beach and parking area, and all event activities, including vendor booths and entertainment elements, are temporary and removed following each event. For these reasons, the project qualifies for a categorical exemption and is, therefore, exempt from further CEQA review.
Additional information on this project may be obtained from the Department of Community Development, City of Port Hueneme, 250 N. Ventura Road, Port Hueneme, California 93041, or by telephone at (805) 986-6548.
If you challenge this action in court, you may be limited to raising only those issues raised at the public hearing or in written correspondence delivered to the City Clerk at, or prior to, the public hearing.
For ADA accommodations, contact the City Clerk’s Office at (805) 986-6503 or the California TDD Relay Service, at least 48 hours prior to the meeting.
/s/Georgianna Nicole Alvarez, City Clerk
Published: May 8, 2026
Attachment C
Agenda Item No. 07 Page 21 of 21 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Frank Lee, Human Resources/Risk Manager
SUBJECT: PUBLIC HEARING PURSUANT TO GOVERNMENT CODE SECTION 3502.3 (AB 2561) REGARDING A REPORT ON CITY OF PORT
HUENEME VACANCIES, AND RECRUITMENT AND RETENTION
EFFORTS
RECOMMENDATION:
It is recommended that the City Council:
1. Open the public hearing to take testimonial and documentary evidence;
2. Close the public hearing and consider the evidence;
3. Receive the informational report on City of Port Hueneme Vacancies, and Recruitment and Retention Efforts Pursuant to Government Code Section 3502.3 (AB2561); and
4. Take such additional, related, action that may be desirable.
BACKGROUND/ANALYSIS:
Assembly Bill (AB) 2561, codified in Government Code section 3502.3 was passed in November 2024. The assembly bill requires that public agencies report out the agency’s vacancy status through a public hearing. This public hearing will ensure compliance with the new law.
AB 2561 imposes three requirements on local agencies during the hearing:
(1) At least once each fiscal year, an agency’s governing board must hold a public hearing and receive the agency’s report on the status of vacancies and recruitment and retention efforts before the budget is adopted;
(2) During the hearing, the agency must identify any necessary changes to policies, procedures, and recruitment activities that may lead to hiring obstacles; and, (3) The agency must allow the recognized employee organization for a bargaining unit to make a presentation at the hearing.
For the Fiscal Year 2025/26 Annual Budget, the City Council approved a total 128 fulltime equivalent budgeted positions, a decrease of nine from the prior fiscal year, Agenda Item No. 08 Page 1 of 3 CC Agenda 05-18-2026
Vacancy Report
May 18, 2026
excluding Council Members and Seasonal employees. As of April 30, 2026, the city experienced a vacancy rate of 5.5% for all employee groups.
Vacancies within an organization can arise for a variety of reasons, including the addition of newly funded positions, internal promotions or transfers, or the departure of employees due to retirement, voluntary resignation, or termination. When a position becomes vacant, the Human Resources Division works with the respective department to fill it quickly through the development of a recruitment plan and determination on how to strategically place advertisements to best target candidates. Such efforts help to maintain uninterrupted services, support ongoing operations, and reduce the need for overtime.
Timely recruitment and hiring help prevent departmental disruptions and contribute to the overall stability of the organization’s workforce.
In fiscal year 2026, the City successfully filled the positions of Community Development Director, Accounting Specialist, Fiscal Analyst, Police Officer, Solid Waste Equipment Operator, Landscape Maintenance Worker Lead, Mechanic, Wastewater Maintenance Worker, and many more positions that contribute to the health and safety of the citizens of Port Hueneme.
The City of Port Hueneme has three (3) major employee groups and two (2) groups that engage in collective bargaining; The Service Employees International Union Local 721 (SEIU) and the Port Hueneme Police Officers’ Association (PHPOA). The Management and Unrepresented (MGMT and Unrep) is not represented. As required by law, the two bargaining groups have been notified about the public hearing and were informed they are allowed to make a presentation. Given that the City and our respective Collective Bargain Groups are below 20% vacancy rate, no other data is required to be presented.
Employee Group FY 26 Authorized FTE Vacancy Rate
Management and Unrep (incl’d Part-time) 34 2 5.9%
Port Hueneme Police Officers' Association 31 2 6.5%
Service Employee International Union 721 63 3 4.8%
Total 128 7 5.5%
Department FY 26 Authorized FTE Vacancy Rate
Administration 9 0 0.0%
Community and Economic Development 4 0 0.0%
Finance 9 1 11.0%
Housing / Facilities 15.5 1.5 9.7%
Police 35 2 5.7%
Public Works 51 2 4.2%
Recreation 4.5 0.5 11.0%
Total 128 7 5.5%
Agenda Item No. 08 Page 2 of 3 CC Agenda 05-18-2026
Vacancy Report
May 18, 2026
ENVIRONMENTAL DETERMINATION:
This action is exempt from the California Environmental Quality Act (CEQA) as it does not constitute a project, as defined by Section 15378 of the State CEQA Guidelines.
Therefore, no environmental review is required.
FISCAL IMPACT:
None. This item does not require an expenditure of funds.
STRATEGIC PLAN:
Optimal Levels of Service for Residents and Businesses
• Promote operational excellence in all City functions and embody best practices as a municipality
• Establish desired service levels for all City functions • We aspire to be an Employer of Choice
ATTACHMENTS:
None.
Agenda Item No. 08 Page 3 of 3 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Robert Albertson, Police Commander
SUBJECT: POLICE DEPARTMENT 700 MHz BAND COMPATIBLE RADIO
EQUIPMENT PURCHASE
RECOMMENDATION:
It is recommended that the City Council:
1. Approve a budget appropriation not to exceed $395,470.00 for the purchase of 700 MHz band compatible radio equipment
2. Authorize the Chief of Police to execute a purchase order/contract agreement with Telcom, Inc for the purchase and installation of radio equipment
3. Approve the exemption to the formal bidding process, as outlined in Port Hueneme Municipal Code (PHMC), Section 2564, subdivisions (b) as follows:
(b) The City Council may authorize purchase of supplies, equipment, and services without complying with this Chapter when in the opinion of the City Council, compliance with the procedures is not in the best interest of the City.
BACKGROUND/ANALYSIS:
On September 16, 2024, City Council approved a Memorandum of Understanding (MOU) between the City of Port Hueneme and the County of Ventura for subscription to the County of Ventura 700 MHz Regional Radio System. The Regional Radio System is specifically designed to provide a regionally integrated communications platform to enhance multi-agency interoperability.
In addition, on May 15, 2024, the Ventura County Grand Jury issued a report on the Ventura County Regional Radio System and issued the following Finding(s) and Recommendation(s) for the City of Port Hueneme:
“F-05. Using the current system, first responders in multiple locations may lose communication.”
“R-05. The Grand Jury recommends completing the VCRRS MOU for consideration by the city council by October 2024.”
Agenda Item No. 09 Page 1 of 36 CC Agenda 05-18-2026
Police Department Radio Equipment Purchase
May 18, 2026
For many years, the Police Department has been challenged with an aging radio infrastructure and outdated portable and mobile radios. In addition to the aging infrastructure, the department upgraded to P25 digital in 2013, while most other law enforcement agencies in the county remained on analog systems. This impacted interoperability with other county agencies, the most significant of which was the Oxnard Police Department and the Ventura County Sheriff’s Office.
The Regional Radio System MOU allows the City of Port Hueneme to enter into an agreement with the County of Ventura to provide radio services, maintenance of all county radio infrastructure, and support services for the system. The contract’s recurring cost is “subscriber based” and depends on the number of radios connected to the system per month, allowing the Port Hueneme Police Department to achieve interoperability between public safety agencies in the County of Ventura.
When the MOU was executed, the ongoing Police Department Communications Center remodel had been unexpectedly delayed as a result of the citywide flooding incident that occurred in December of 2023. The remodel project is now fully completed and the Police Department is ready to make the transition to the Regional Radio System.
The Regional Radio System will be P25 compliant, however the department’s current P25 VHF band radio equipment will need to be completely replaced to be compatible with the Regional 700 MHz band System. The Dispatch consoles that were purchased for the Communications Center remodel are 700 MHz compatible, but will require upgrades.
The department applied for a Federal PSGP grant to offset the cost of the radio equipment replacement; however, we were not successful in receiving the award.
Telcom, Inc
Staff recommends approving the exemption to the formal bidding process, as outlined in Port Hueneme Municipal Code (PHMC), Section 2564, subdivisions (b) based on the fact that Telcom, Inc has a long, well established working relationship with the department and an intimate knowledge of the department’s radio system and communication needs.
Telcom was instrumental in engineering and completing the 2013 transition from analog to P25 digital, as well as the recent Communication Center remodel. Telcom recently renewed the department’s VHF band FCC license for a 10-year period in order to retain the VHF frequency for emergency redundancy purposes.
The total estimated cost of this purchase with sales tax, installation and shipping from Telcom is estimated to be $385,470.23. The request for an amount not to exceed $395,470.00 is to account for a contingency to address any unforeseen expenses.
The tables below show vendor comparisons for the radio equipment replacement. The Motorola quotes do not include the cost of labor for installation.
Agenda Item No. 09 Page 2 of 36 CC Agenda 05-18-2026
Police Department Radio Equipment Purchase
May 18, 2026
Vendor Description QTY Unit Price Amount
Telcom Kenwood / EFJ Licenses to
Upgrade 5 Existing Portable
Radios 5 $1,421.25 $ 7,106.25
Kenwood / EFJ VM8000 Portable
Radio Package 30 $4,063.00 $121,890.00
Kenwood / EFJ VM8000 Mobile
Radio Package 21 $5,017.00 $105,357.00
Mobile Installation Materials 1 $5,381.00 $5,381.00
Labor – Mobile Radio Config and
Installation 1 $33,460.00 $33,460.00
Four Tait Control Station Dispatch
Radios, Omni Directional
Antennas, Power and Battery
Backup 1 $48,174.00 $48,174.00
Intertalk Dispatch Consoles
Factory Support Services -
Upgrade 1 $18,100.00 $18,100.00
Labor – Control Station Config and
Installation 1 $17,810.00 $17,810.00
Subtotal $357,278.25
Sales Tax $25,191.98
Shipping $3,000.00
Total $385,470.23
Agenda Item No. 09 Page 3 of 36 CC Agenda 05-18-2026
Police Department Radio Equipment Purchase
May 18, 2026
Vendor Description QTY Unit Price Amount
Motorola
Pkg #1
APX Next
Motorola APX Next Portable
Radio 30 $8,724.45 $261,733.50
Motorola APX 8500 Mobile Radio 21 $8,927.90 $187,485.90 Motorola All Band Consolette 4 $11,891.70 $47,566.80
Subtotal $496,786.20
Sales Tax $37,258.96
Shipping $00.00
Total $534,045.16
Vendor Description QTY Unit Price Amount
Motorola
Pkg #2
APX 8000
Motorola APX 8000 Portable
Radio 30 $9,305.38 $279,161.40
Motorola APX 8500 Mobile Radio 21 $8,927.90 $187,485.90 Motorola All Band Consolette 4 $11,891.70 $47,566.80
Subtotal $514,214.10
Sales Tax $42,091.57
Shipping $00.00
Total $556,305.67
STRATEGIC PLAN:
Primary Strategic Pillar(s) and Initiative(s):
Optimal Levels of Service for Residents and Businesses
• Promote operational excellence in all City functions and embody best practices as a municipality
• Establish desired service levels for all City functions Agenda Item No. 09 Page 4 of 36 CC Agenda 05-18-2026
Police Department Radio Equipment Purchase
May 18, 2026
FISCAL IMPACT:
Approval of this action would require an appropriation of $395,470 for the radio equipment replacement in Account No. 101-441-5600 Capital- Equipment. The General Fund Unassigned Fund Balance at FY2026-27 year-end including this appropriation is estimated to be $6 million.
ATTACHMENTS:
A. Ventura County Regional Radio System Use Agreement
B. Telcom, Inc Quotes
C. Motorola Quotes
Agenda Item No. 09 Page 5 of 36 CC Agenda 05-18-2026
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Agenda Item No. 09 Page 6 of 36 CC Agenda 05-18-2026
VENTURA COUNTY REGIONAL RADIO SYSTEM
USE AGREEMENT
This Use Agreement (“Agreement”) shall be effective as of September 16, 2024 by and between the County of Ventura (“COUNTY”) and City of Port Hueneme (“AGENCY”). The following terms shall apply:
COUNTY operates, manages, and maintains the Ventura County Regional Radio System (“REGIONAL RADIO SYSTEM”) and all equipment used to communicate on the REGIONAL RADIO SYSTEM. Agency’s use of the REGIONAL RADIO SYSTEM must always be in compliance with the terms of this Agreement and must never hinder the functionality or operation of the REGIONAL RADIO SYSTEM.
Supervision over the provision of County services, the standards of performance and other matters incident to the performance of such services, shall remain with the COUNTY.
1. GENERAL
1.1 AUTHORITY
1.1.1 The COUNTY retains ultimate legal and financial responsibility over the REGIONAL RADIO SYSTEM.
1.2 PERIOD OF PERFORMANCE
1.2.1 The initial term of this Agreement shall be for a period of one hundred eighty (180) months commencing September 16, 2024 and expiring at 12:01 a.m. on September 16, 2039.
1.3 TERMINATION BY COUNTY
1.3.1 COUNTY shall have the right to immediately terminate this Agreement if AGENCY: files for voluntary or involuntary bankruptcy for the adjudication of Agency as a debtor; makes a general assignment, or AGENCY’s interest hereunder is assigned involuntarily or by operation of law, for the benefit of creditors; does not comply with applicable law. In addition, COUNTY may terminate this Agreement in the event of a material breach of the Agreement by AGENCY if such breach is not cured within thirty (30) days after written notice from COUNTY.
1.3.2 Continuation of the Agreement is subject to the appropriation of funding by the COUNTY’s Board of Supervisors. If funds are not appropriated, or if the COUNTY no longer desires to use the REGIONAL RADIO SYSTEM, the Docusign Envelope ID: 2F42090D-4DDB-4962-9D48-7878BDAFEF9F Agenda Item No. 09 Page 7 of 36 CC Agenda 05-18-2026
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2 COUNTY will provide support and assure full operation for a minimum of five (5) years or through the end of this Agreement, whichever comes first. If the COUNTY elects early termination of this Agreement, all subscriber fees and any ancillary expenses will be frozen at the current Board approved rate existing at the time of the termination notice.
1.3.3 Upon termination of operations by the COUNTY, the COUNTY shall make every effort to reassign the appropriate frequencies to the AGENCY in a manner and timeline to be agreed upon by the participating agencies. In addition, notwithstanding section 1.4.1, below, AGENCY may terminate this Agreement in the event of a material breach of the Agreement by COUNTY if such breach is not cured within thirty (30) days after written notice from AGENCY.
1.4 TERMINATION BY AGENCY
1.4.1 This Agreement may be terminated by AGENCY effective only on June 30 in any calendar year and with not less than one full year (12 months) written notice to COUNTY, prior to the effective date of termination.
1.5 COUNTY’S REPRESENTATIVE
1.5.1 COUNTY appoints its Chief Information Officer, or designee, as its authorized representative to administer this Agreement.
Notices:
Notices required to be given by either party under this Agreement shall be in writing to the following addresses:
COUNTY
County of Ventura
Chief Information Officer
800 South Victoria Avenue #1100
Ventura, CA 93009
AGENCY
City of Port Hueneme
City Manager
250 North Ventura Road
Port Hueneme, CA 92041
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3 1.6 GENERAL
1.6.1 This Agreement contains all the terms agreed to by COUNTY and AGENCY related to the subject matter of this Agreement. There shall be no oral or other terms agreed to by the parties. No waiver by either party at any time of any of the terms and conditions of this Agreement shall be deemed or construed as a waiver at any time thereafter of the same or of any other terms of the Agreement. This Agreement may be modified only by a written amendment signed by both parties.
1.6.2 COUNTY and AGENCY shall cooperate with each other to reasonably assist in performance of the other party’s obligations under this Agreement.
1.7 INDEMNIFICATION
1.7.1 Subject to the terms of this Agreement, AGENCY and COUNTY shall indemnify, defend, and hold harmless each other from any and all liability for any claims, losses, damages, or injuries to persons or property caused by the negligence or intentional acts of the indemnifying party, its agents or employees, arising from or related to this Agreement, including without limitation all Consequential damages.
1.8 GOVERNING LAW
1.8.1 The validity of this Agreement and any of its terms or provisions, as well as the rights and duties of the parties under this Agreement, will be construed pursuant to and in accordance with the internal laws of the State of California.
1.9 FORCE MAJEURE
1.9.1 Neither party shall be responsible for delays or failures in performance resulting from acts beyond such party’s control. Such acts shall include but shall not be limited to acts of God, fire, flood, earthquake, other natural disaster, nuclear accident, strike, lockout, riot, freight embargo, public regulated utility, or governmental statutes or regulations superimposed after the fact.
1.9.2 COUNTY shall make every reasonable effort to assure public-safety grade reliability of the REGIONAL RADIO SYSTEM. Restoration of service shall be made at the highest level of priority as compared to any other COUNTY communication or data system. Restoration of facilities shall not be dependent on reimbursement or compensation by insurance, grant, disaster declaration, or other outside means.
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4 1.10 GOVERNANCE COMMITTEES
1.10.1 The Ventura County Information Technology Services Department will operate and maintain the REGIONAL RADIO SYSTEM. As the governing body for the County, the Board of Supervisors shall have ultimate fiscal and operational control over the REGIONAL RADIO SYSTEM and shall be ultimately responsible for the overall administration and direction of the REGIONAL RADIO SYSTEM through interaction with the GOVERNENCE COMMITTEES.
1.10.2 To assist in the administration of the REGIONAL RADIO SYSTEM, an oversight governance committee (OVERSIGHT COMMITTEE) shall be established to provide oversight of the REGIONAL RADIO SYSTEM.
1.10.3 The OVERSIGHT COMMITTEE will review all matters relating to the design, build, operation, and maintenance of the REGIONAL RADIO SYSTEM. In addition, this committee will review and approve all requests for new agencies to join the REGIONAL RADIO SYSTEM.
1.10.3.1 The OVERSIGHT COMMITTEE shall be made up of one named voting member and their alternate per AGENCY, designated by the AGENCY and submitted in writing to the COUNTY, no later than June 30th each calendar year.
1.10.3.2 While the COUNTY may have several agencies using the system, the COUNTY will have one participant and subsequent vote on the OVERSIGHT COMMITTEE.
1.10.3.3 The County Chief Information Officer will be a non-voting member in their role as contract administrator.
1.10.3.4 The Chairperson and Vice Chairperson of the OVERSIGHT COMMITTEE shall be biennially elected by a majority vote of the committee. The Chairperson and Vice Chairperson shall serve at the discretion of the majority of the OVERSIGHT COMMITTEE.
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5 1.10.4 The OVERSIGHT COMMITTEE may appoint subcommittees as necessary.
These subcommittees will be chartered with responsibilities, meeting frequencies, etc. Subcommittees will not have any voting rights and should include appointees from each voting AGENCY.
1.10.5 Responsibilities of the OVERSIGHT COMMITTEE shall include but not be limited to:
1.10.5.1 Meeting quarterly or more frequently, if necessary.
1.10.5.2 Developing and approving REGIONAL RADIO SYSTEM operating policies and procedures.
1.10.5.3 Identifying participating AGENCY needs and requirements.
1.10.5.4 Addressing concerns of participating agencies.
1.10.5.5 Reviewing and adopting recommendations regarding the establishment of system priorities and talk groups.
1.10.5.6 Establishing subcommittees as necessary to ensure the interests and concerns of the REGIONAL RADIO SYSTEM as represented and to ensure technical issues are thoroughly researched and addressed to the satisfaction of the OVERSIGHT COMMITTEE.
1.10.5.7 Monitoring the implementation and management of the REGIONAL RADIO SYSTEM.
1.10.5.8 Review and approval of annual rate increases if requested by the COUNTY.
1.10.5.9 Making recommendations to the COUNTY Chief Information Officer for presentation to the County Board of Supervisors
1.10.5.10 Review technical and financial impacts of potential new customer contracts.
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6 1.11 Severability
1.11.1 Should any provision of this Agreement be determined by a court or regulatory agency of competent jurisdiction to be invalid, illegal or unenforceable, it shall be severed, and the remaining provisions shall not be impaired or affected thereby.
1.12 Assignments
1.12.1 This Agreement binds and inures to the benefit of the COUNTY and AGENCY.
It may not be assigned by either party without the express written consent of the other.
1.13 Nondiscrimination
1.13.1 The parties agree not to engage in any form of unlawful discrimination because of race, color, national origin, religion, sex, sexual orientation, disability, age, military status, creed, marital status, or any other legally protected status with respect to activities undertaken pursuant to this Agreement.
1.14 Independent Status
1.14.1 Each party and its employees and agents, and subcontractors, in the performance of this Agreement, shall act in an independent capacity and not as officers, employees or agents of the other party. Each party shall be solely responsible for the acts and omissions of its officers, agents, and employees.
Nothing herein shall be considered as creating a legal partnership or joint venture between the parties.
1.15 Publicity
1.15.1 Both parties agree to jointly review and approve any public informational releases, including text, layout, photographs, etc., which describe the partnership or activities covered under this Agreement.
1.16 Execution
1.16.1 This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together constitute one and the same instrument. Further, this Agreement may be executed by electronic signature(s) and transmitted either by facsimile or in a portable document format (“.PDF”) version by email and such electronic signature(s) shall be deemed as original for purposes of this Agreement and shall have the same force and effect as a manually executed original.
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7 2. FISCAL MANAGEMENT
2.1 COST APPORTIONMENT & RATE MODIFICATIONS
2.1.1 Operating costs associated with the REGIONAL RADIO SYSTEM, including infrastructure and support costs, will be shared proportionately by the participating agencies. Subscriber rates will be based on the County’s actual incurred expense increases in salaries and benefits, overhead, services and supplies. A per unit subscriber rate will be developed by apportioning all costs (system hardware and support costs) based on the total number of mountaintop sites utilized by the participating AGENCY
2.1.2 Two subscriber rate plans have been made available to participating agencies, based upon their assumed day-to-day operational needs.
2.1.2.1 Regional Access: Regional access is defined as a single entity that uses up to three sites to operate:
2.1.2.2 Full Access: Full Access is defined as a single entity that uses more than three sites for the majority of their operations.
2.1.3 No later than December 31 of each year the County Chief Information Officer shall prepare and present to the OVERSIGHT COMMITTEE a preliminary budget for the subsequent Fiscal Year. The Preliminary Budget must include all operational and maintenance costs, planned capital costs, and cost distribution methodologies for the upcoming year.
2.1.4 The proposed rate offered by the COUNTY includes an annual 4% cost of living increase for salaries and benefits. Should the cost-of-living increase beyond 4%, an additional 2% increase may be considered by the OVERSIGHT COMMITTEE.
2.1.5 REGIONAL RADIO SYSTEM rates will be reviewed, adjusted, and approved annually by the Oversight Committee. Once agreed upon by the committee, the new rate schedule will be proposed for adoption by the Ventura County Board of Supervisors. Rate changes will take effect July 1 of each year.
2.1.6 COUNTY shall invoice AGENCY each month for the total number of subscribers that they have registered in the system that indicate usage over 5 minutes during the monthly period. The payment shall be due and payable within 30 days of the invoice date.
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8 3. SYSTEM DESIGN
3.1 DESIGN OBJECTIVES
3.1.1 The REGIONAL RADIO SYSTEM design objectives for the performance of portable and mobile voice and the quality of coverage provided shall be determined by the OVERSIGHT COMMITTEE
3.1.1.1 Unless otherwise decided by the OVERSIGHT COMMITTEE it is understood that the REGIONAL RADIO SYSTEM shall be
designed, operated, managed, and maintained to achieve 95% street level coverage reliability measured to and from typical portable radios, used in the system, while on the wearer’s belt and within the area depicted in APPENDIX A. Methodology for both prediction and measurement of such performance shall be in accordance with TIA standard TSB88.
3.1.1.2 In the event that the REGIONAL RADIO SYSTEM encounters a sustained degradation of service below the standards set forth in Section 3.1.1.1, the County Chief Information Officer will be responsible for evaluating the issue and proposing a solution(s) to the satisfaction of the OVERSIGHT COMMITTEE.
3.1.2 The REGIONAL RADIO SYSTEM shall be designed to meet the loading requirements of the anticipated busiest hour for all planned users over the life of the system.
3.1.2.1 Unless otherwise decided by the Oversight committee, the system shall be designed, operated, managed, and maintained to achieve a 2% grade of service (GOS) or better during average daily busy hours, without invoking priority access.
3.1.2.2 A 2% grade of service is a standardized method of quantifying the throughput of the REGIONAL RADIO SYSTEM. For every 100
attempts to transmit during the busy hour, no more than 2 attempts are blocked for more than 5 seconds.
3.1.3 A list of all features currently supported by the REGIONAL RADIO SYSTEM will be incorporated into APPENDIX B.
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9 3.2 RADIO COVERAGE & GRADE OF SERVICE
3.2.1 It is the intent of the COUNTY to provide radio coverage as depicted in Attachment A. The information depicted in APPENDIX A is a predictive signal propagation map and does not guarantee coverage in all areas outlined.
3.2.2 Requests for additional coverage beyond these boundaries may be made to the OVERSIGHT COMMITTEE. Upon approval, the COUNTY will perform an analysis and provide cost estimates.
3.2.3 Upon completing any significant repairs and/or upgrades, the COUNTY shall complete system testing to ensure signal propagation remains in alignment with APPENDIX A.
3.2.4 Any consideration to add new agencies or specialty features shall be evaluated and approved by the OVERSIGHT COMMITTEE before implementation. When appropriate, evaluation of such proposals shall include a calculation of throughput and GOS for the REGIONAL RADIO SYSTEM.
3.2.5 The COUNTY or its agent shall, at a minimum, publish monthly reports to the OVERSIGHT COMMITTEE confirming REGIONAL RADIO SYSTEM
performance to include daily busy hour statistics by talk group, site, zone, and agency. This report will also include an after action reports for any major repair or upgrade activity in the prior month.
3.3 USER PRIORITIZATION & ACCESS
3.3.1 In the event regional radio channels are busy, users wanting to speak shall be prioritized as follows, regardless of how long they have been waiting:
3.3.1.1 Priority One – Emergency Identification. Emergency Identification is defined as the message received when a member calls for immediate assistance by activating an emergency button or switch on the user radio equipment.
3.3.1.2 Priority Two – Public Safety. Public safety includes the normal daily radio transmissions of law enforcement, fire service, paramedic providers and disaster response resources using the REGIONAL RADIO SYSTEM.
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10 3.3.1.3 Priority Three –Special Event. Special Event includes planned events involving public service participants that are beyond the scope of their normal daily operations. This includes any special event for public safety organizations such as fundraising, community service, public awareness, etc.
3.3.1.4 Priority Four – Non-Public Safety, Government. Non-Public Safety Government includes normal daily radio transmissions of public services agencies, including but not limited to: Animal Services, Public Transit and Public Utilities.
4. RADIO SYSTEM MANAGEMENT
4.1 SYSTEM MANAGEMNET
4.1.1 The COUNTY is responsible for the day-to-day management, operation, and oversight of the REGIONAL RADIO SYSTEM. The County IT Services Staff is responsible for making decisions on issues related to the day-to-day operation of the system and addressing urgent system operations, maintenance, and repair decisions. This includes, but is not limited to, the following:
4.1.1.1 Monitoring all radio systems and components for normal operation.
4.1.1.2 Physical and logistical security of mountaintop sites, radio system and network.
4.1.1.3 Diagnosing system performance, problems, and developing correction action recommendations.
4.1.1.4 Dispatching appropriate repair services in the event of a malfunction of system equipment.
4.1.1.5 Managing the database elements, including subscriber IDs, talk group IDs, and the various parameters that relate to their effective operation.
4.1.1.6 Working with all agencies and their technical staff to diagnose and resolve problems that involve radio operations, maintenance, or repair of the infrastructure equipment.
4.1.1.7 Serving as the point of contact (POC) with infrastructure equipment manufacturers for issues related to the radio systems.
4.1.1.8 Providing timely information to Agencies on issues that arise, or repair/maintenance issues related to system infrastructure equipment that would affect normal radio operations.
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11 4.1.1.9 Perform preventive system maintenance and administration per vendor’s recommendations.
4.1.1.10 Manage all applicable Federal Communications Commission (FCC) licenses authorized to the County.
4.1.1.11 Prepare and maintain all system documentation.
4.1.1.12 Evaluate new technology for possible cost reduction or service enhancements.
4.1.1.13 Set and maintain standards of “Approved Equipment” that access County radio systems.
4.1.1.14 Identify and correct private carrier Radio Frequency (RF) related interferences affecting public safety systems.
4.2 TALK GROUPS
4.2.1 A talk group is a defined organizational grouping of radio users that need to communicate together. When two or more radio users select the same talk group on their radios, all radio users with that talk group selection hear the transmitted audio. A talk group plan is a summary of all defined radio talk groups. This plan is then used to develop the radio template that is the programming data for the individual radios. The OVERSIGHT COMMITTEE is responsible for the talk group plan including the total number of talk groups. .It may delegate that responsibility to a subcommittee.
4.2.2 Talk groups are “owned” by the AGENCY that uses a talk group for primary business operations. Authority to assign or release a talk group for use by other entities resides with the owner of the talk group.
4.2.3 Several talk groups will be designated as interoperability talk groups.
Interoperability talk groups are assigned a single AGENCY owner by the County.
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12 5. SYSTEM OPERATIONS
5.1 SERVICE LEVEL OBJECTIVES
5.1.1 The County IT team that supports the REGIONAL RADIO SYSTEM provides support during normal business hours and after hours/on-call support 24 hours a day, 7 days a week, 365 days per year.
5.1.2 The following objectives are currently in place for all existing County radio and microwave systems. These objectives may be modified by the OVERSIGHT COMMITTEE; however, rates may increase based upon the resulting approved OVERSIGHT COMMITTEE changes.
5.1.3 Types of expected failures and response time objectives:
5.1.3.1 Complete system failure – The County team will engage within 1 hour and will continue to work until service is restored.
5.1.3.2 Single site failure – The County team will engage within 1 hour to assess the outage and determine appropriate next steps.
5.1.3.3 Feature failures – The County team will respond within 4 hours of the outage and will work under best efforts until resolved.
5.2 SUBSCRIBER UNIT PROGRAMMING
5.2.1 The COUNTY will support participating agencies by providing programming handheld and mobile subscriber devices, as needed. Generally, County IT Services Staff will complete programming requests within 7 business days.
5.2.1.1 County IT Services staff may limit programming to radios that are FCC certified and P25 compliant and are programmable using software that is readily available and supported by the manufacturer.
5.2.2 If a participating AGENCY requires access to another AGENCY’s talk group(s), the requesting AGENCY must obtain written permission from the talk group owner AGENCY and submit that written authorization to the County IT Service Desk for processing.
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13 5.2.3 AGENCY is responsible for the purchase, maintenance, and repair of its own Subscriber Units and related equipment. In addition, the AGENCY will be responsible for the subscriber unit purchase of any optional features regardless of whether they are supported in the REGIONAL RADIO SYSTEM.
5.2.4 AGENCY is responsible for the purchase, maintenance, repair, and connection of its consoles to the COUNTY system core.
5.3 SERVICE / SUPPORT REQUESTS
5.3.1 For urgent matters, including system outages or service degradation, COUNTY IT Services on-call personnel will respond within 1hour or less to diagnose the problem.
5.3.2 Priority will be given to the most impactful issue as determined by the County Chief Information Officer. Multiple IT Services staff (teams) may be deployed to multiple sites simultaneously.
5.3.3 The OVERSIGHT COMMITTEE will be convened as soon as possible to discuss and provide its input on priorities if the COUNTY cannot address multiple issues simultaneously.
5.4 SYSTEM STATUS / OUTAGE NOTIFICATIONS
5.4.1 COUNTY is responsible for monitoring the REGIONAL RADIO SYSTEM on a 24-hour basis, whether by on-site personnel or by an automated electronic monitoring and notification process. COUNTY shall notify AGENCY’s designated representative in advance of any planned or unplanned maintenance activities affecting AGENCY. Notification of planned maintenance shall be made in accordance with section 6.5.
5.4.2 Realtime monitoring of GOS, among other parameters, will be used to determine repair priority levels. Any hardware or software failure that results in a real-time GOS of 5% or greater shall be treated as a major failure immediate repair response.
5.4.3 Due to the complexity and distributed administration and maintenance of the REGIONAL RADIO SYSTEM, problems typically occur when changes are made to hardware or software. To keep all representatives informed of any updates, notifications will be sent to all AGENCY representatives, OVERSIGHT COMMITTEE members and any subcommittee members, when the following actions occur:
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14 5.4.4 Planned maintenance work is being performed on the REGIONAL RADIO SYSTEM that will impact performance or system operation.
5.4.5 Equipment malfunctions or failure occur that affect system performance or operation.
5.4.6 Configuration changes in infrastructure equipment or software.
5.5 SYSTEM MAINTENANCE
5.5.1 In the event of planned maintenance, the COUNTY will use all efforts to conduct this type of activity during off-peak hours where radio utilization is as low as possible. If an emergency or high priority incident is in progress at the time of scheduled maintenance, it may be necessary for the COUNTY to reschedule or delay the maintenance until the situation has stabilized and can be safely moved to alternate talk groups or channels.
5.5.2 Advanced notice of seven (7) business days shall precede planned maintenance activities. The notification methods shall be by phone, email, radio, or any combination of the same. The notification will consist of the type of planned maintenance activity, when the maintenance will be conducted, the amount of time anticipated to complete the activity and the anticipated impact to the REGIONAL RADIO SYSTEM and subsystems.
5.5.3 If a known activity has a significant operational impact upon any specific AGENCY, confirmation of receipt of notification shall be obtained. It is the responsibility of the COUNTY to ensure that all Agencies are notified well in advance of any such operations. Whenever possible, these operations shall be scheduled when the normal radio traffic is slowest.
5.6 SYSTEM OUTAGES
5.6.1 Upon notification of an equipment outage, COUNTY technical staff is expected to:
5.6.1.1 Determine the impact of the impairment to the operation of the REGIONAL RADIO SYSTEM. A minor failure is something that either does not affect or minimally affects user functionality, capacity, or coverage. A major failure is something that seriously affects coverage, capacity, or risks user functionality of the REGIONAL RADIO SYSTEM.
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USE AGREEMENT
15 5.6.1.2 Determine if there are internal or external factors that alter the priority of system impairment, such as weather, subscriber loading, unique public safety activities or impending events, etc.
5.6.1.3 Determine if manual intervention is required. A serious failure requires initiating repair processes regardless of the time of day.
Minor failures can wait until normal business hours or other convenient time before repair.
5.6.1.4 Determine if additional external resources are required.
5.7 LOST OR STOLEN EQUIPMENT
5.7.1 In the event that a radio programmed on the REGIONAL RADIO SYSTEM is lost, stolen, or missing, the COUNTY shall be notified immediately by the AGENCY. The AGENCY shall report lost/missing radios to the IT Service Desk at [email protected] or 805-658-4357. County personnel will disable and remove the radio from the REGIONAL RADIO SYSTEM within 4 hours
6. FUTURE SYSTEM ENHANCEMENTS
6.1 SYSTEM UPGRADES
6.1.1 AGENCY shall make any request for expanded services the OVERSIGHT COMMITTEE. The OVERSIGHT COMMITTEE will review the request and may grant preliminary approval for the AGENCY to work with the COUNTY in evaluating and developing planning for the request.
6.1.2 Examples of requests for expanded services include a request to add sites to the network to increase AGENCY’s in-building coverage or to implement a network upgrade in order to receive a new feature. These types of requests require detailed assessment and planning due to their potential technical and rate impacts to all users.
6.1.3 The COUNTY will provide the assessment/evaluation information to the AGENCY and if it wants to proceed the AGENCY will present the request to the OVERSIGHT COMMITTEE for review and approval.
6.1.4 The OVERSIGHT COMMITTEE may choose to approve the requested enhancement resulting in the revision of the approved rate structure or require the AGENCY to solely pay the full cost of the change without any rate increase.
Docusign Envelope ID: 2F42090D-4DDB-4962-9D48-7878BDAFEF9F Agenda Item No. 09 Page 21 of 36 CC Agenda 05-18-2026
VENTURA COUNTY REGIONAL RADIO SYSTEM
USE AGREEMENT
16 6.1.5 All submitted requests for improvement will require a technical review to ensure that no agency is subject to negative impacts to operations and if there are negative impacts, there is a mitigation plan developed and included in the plan that is acceptable to all affected partners.
6.1.6 If the OVERSIGHT COMMITTEE fails to identify a funding strategy for the proposed upgrade, The County reserves the right to veto the proposed change.
Docusign Envelope ID: 2F42090D-4DDB-4962-9D48-7878BDAFEF9F Agenda Item No. 09 Page 22 of 36 CC Agenda 05-18-2026
VENTURA COUNTY REGIONAL RADIO SYSTEM
USE AGREEMENT
17 COUNTY OF VENTURA CITY OF PORT HUENEME
Terrance Theobald, Chief Information Officer James Vega, City Manager
PRINTED NAME PRINTED NAME
SIGNATURE DATE SIGNATURE DATE
Docusign Envelope ID: 2F42090D-4DDB-4962-9D48-7878BDAFEF9F 9/22/2024 9/17/2024
Agenda Item No. 09 Page 23 of 36 CC Agenda 05-18-2026
VENTURA COUNTY REGIONAL RADIO SYSTEM
USE AGREEMENT
18 APPENDIX A: PREDICTED COVERAGE MAPS
MOBILE COVERAGE MAP
Docusign Envelope ID: 2F42090D-4DDB-4962-9D48-7878BDAFEF9F Agenda Item No. 09 Page 24 of 36 CC Agenda 05-18-2026
VENTURA COUNTY REGIONAL RADIO SYSTEM
USE AGREEMENT
19 PORTABLE COVERAGE MAP
Docusign Envelope ID: 2F42090D-4DDB-4962-9D48-7878BDAFEF9F Agenda Item No. 09 Page 25 of 36 CC Agenda 05-18-2026
VENTURA COUNTY REGIONAL RADIO SYSTEM
USE AGREEMENT
20 APPENDIX B: REGIONAL RADIO FEATURE LIST
Radio Requirements
FCC approved, P25 capable mobile or portable radio capable of operating on the 700mHz band.
P25 9600 baud trunking enabled
TDMA Enabled
Optional Features Supported
Encryption (AES)
Emergency trigger enablement
Motorola Smart Connect, including LTE and WiFi connectivity Motorola Smart Mapping
Motorola Smart Locate
Motorola OTAP
Docusign Envelope ID: 2F42090D-4DDB-4962-9D48-7878BDAFEF9F Agenda Item No. 09 Page 26 of 36 CC Agenda 05-18-2026
Unpaid amounts are subject to a monthly fee of 1 1/2 % of the balance due if payment terms are not met.
Telcom, Inc Fax# (805) 981-8011
Petroleum Telcom, Inc. dba Telcom, Inc
411 N Lombard St, Unit D
Oxnard, CA 93030
+18059818008
Estimate
ADDRESS
CITY OF PORT HUENEME
ATTN: ACCOUNTS PAYABLE
250 N. VENTURA ROAD
PORT HUENEME, CA 93041
SHIP TO
CITY OF PORT HUENEME
ATTN: ACCOUNTS PAYABLE
250 N. VENTURA ROAD
PORT HUENEME, CA 93041
ESTIMATE # DATE
1714 04/20/2026
DATE DESCRIPTION QTY UNIT PRICE AMOUNT
EQUIPMENT AND SERVICES NECESSARY TO UPGRADE EXISTING
INTERTALK DISPATCH CONSOLE TO SUPPORT WIRELESS
CONNECTION TO COUNTY 700M SYSTEM, INCLUDES:
- FOUR TAIT CONTROL STATIONS TO PROVIDE WIRELESS
CONNECTION
- FOUR NEW OMNI-DIRECTIONAL FIBERGLASS ANTENNAS (TO BE
MOUNTED TO PARAPET ON ROOF - ROOF PENETRATION TO BE
PROVIDED BY OTHERS)
- NEW 12VDC POWER SYSTEM WITH BATTERY BACKUP
- IN-SHOP CONFIGURATION AND FIELD INSTALLATION/TESTING
EQUIPMENT AND MATERIALS 1 48,174.00 48,174.00T
INTERTALK FACTORY SUPPORT SERVICES 1 18,100.00 18,100.00 IN-SHOP CONFIGURATION, FIELD INSTALLATION, TESTING 1 17,810.00 17,810.00 We look forward to working with you on your project! Please contact Dale Hines for confirmation to begin.
(805) 981-8008 EXT. 408
SUBTOTAL 84,084.00
TAX 4,215.23
SHIPPING 1,500.00
TOTAL $89,799.23
Accepted By Accepted Date
Attachment B
Agenda Item No. 09 Page 27 of 36 CC Agenda 05-18-2026
Unpaid amounts are subject to a monthly fee of 1 1/2 % of the balance due if payment terms are not met.
Telcom, Inc Fax# (805) 981-8011
Petroleum Telcom, Inc. dba Telcom, Inc
411 N Lombard St, Unit D
Oxnard, CA 93030
+18059818008
Estimate
ADDRESS
CITY OF PORT HUENEME
ATTN: ACCOUNTS PAYABLE
250 N. VENTURA ROAD
PORT HUENEME, CA 93041
SHIP TO
CITY OF PORT HUENEME
ATTN: ACCOUNTS PAYABLE
250 N. VENTURA ROAD
PORT HUENEME, CA 93041
ESTIMATE # DATE
1715 04/20/2026
DATE DESCRIPTION QTY UNIT PRICE AMOUNT
NEW KENWOOD / EF JOHNSON MULTIBAND PORTABLE AND MOBILE
RADIOS CONFIGURED WITH THE LICENSES REQUIRED TO
SUPPORT COMMUNICATIONS ON VENTURA COUNTY 700M SYSTEM.
QUANTITIES QUOTED ARE PER PHPD TALLY AND INCLUDES
UPGRADING FIVE (5) EXISTING VP8000 MULTIBAND PORTABLE
RADIOS
KENWOOD / EFJ LICENSES REQUIRED TO UPGRADE EXISTING FIVE (5) RADIOS
5 1,421.25 7,106.25T
KENWOOD / EFJ VM9000 PORTABLE RADIO PACKGE 30 4,063.00 121,890.00T KENWOOD / EFJ VM8000 MOBILE RADIO PACKGE 21 5,017.00 105,357.00T
MOBILE INSTALLATION MATERIALS REQUIRED TO INSTALL NEW
RADIOS IN EXISTING VEHICLES (FACEPLATE, ANTENNA, COAX,
ETC.)
1 5,381.00 5,381.00T
IN-SHOP CONFIGURATION/PROGRAMMING, FIELD INSTALLATION OF
MOBILE RADIOS IN EXISTING VEHICLES
1 33,460.00 33,460.00
We look forward to working with you on your project! Please contact Dale Hines for confirmation to begin.
(805) 981-8008 EXT. 408
SUBTOTAL 273,194.25
TAX 20,976.75
SHIPPING 1,500.00
TOTAL $295,671.00
Accepted By Accepted Date
Agenda Item No. 09 Page 28 of 36 CC Agenda 05-18-2026
Billing Address:
Port Hueneme PD
250 N VENTURA ROAD
PORT HUENEME, CA 93041
US
Quote Date:04/23/2026
Expiration Date:06/22/2026
Quote Created By:
Mark Streker
Sr. Account Executive
Mark.Streker@
motorolasolutions.com
8052498391
End Customer:
PORT HUENEME POLICE DEPT
Contract: LA County-MA-IS-2240228
Pricing
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price APX™ Consolette
1 L37TSS9PW1CN ALL BAND CONSOLETTE CN 4 $11,053.00 27.0% $8,068.69 $32,274.76 1a G361AH SOFTWARE LICENSE ENH:
P25 TRUNKING SOFTWARE
APX
4 $353.00 27.0% $257.69 $1,030.76
1b G806BL SOFTWARE LICENSE ENH:
ASTRO DIGITAL CAI OP APX
4 $607.00 27.0% $443.11 $1,772.44
1c GA00580AA ADD: TDMA OPERATION 4 $530.00 27.0% $386.90 $1,547.60 1d G51AT SOFTWARE LICENSE
ENH:SMARTZONE
4 $1,766.00 27.0% $1,289.18 $5,156.72
1e G843AH ADD: AES ENCRYPTION
AND ADP
4 $560.00 27.0% $408.80 $1,635.20
1f GA09001AC ADD: WI-FI CAPABILITY
CONSOLETTE
4 $412.00 27.0% $300.76 $1,203.04
1g GA09007AA ADD: OUT OF THE BOX WIFI
PROVISIONING
4 $0.00 0.0% $0.00 $0.00
1h L998AB ADD: LIMITED FRONT
PANEL W/CLOCK/VU
4 $565.00 27.0% $412.45 $1,649.80
1i GA00250AA ADD: GNSS/BT-WIFI THRU
MNT ANT, 17FT LOW LOSS
PFP-100A/240, QMA
4 $118.00 27.0% $86.14 $344.56
1j GA01513AB ADD: ALL BAND MOBILE
ANTENNA (7/8/V/U)
4 $112.00 27.0% $81.76 $327.04
1k CA01598AB ADD: AC LINE CORD US 4 $0.00 0.0% $0.00 $0.00 QUOTE-3604064
All Band Consolette
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Attachment C
Agenda Item No. 09 Page 29 of 36 CC Agenda 05-18-2026
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price 1l QA09113AB ADD: BASELINE RELEASE
SW
4 $0.00 0.0% $0.00 $0.00
1m GA05100AA ADD: STD WARRANTY - NO
ESSENTIAL
4 $0.00 0.0% $0.00 $0.00
2 HKN6233C MOBILE RADIO APX
CONSOLETTE RACK MOUNT
KIT
4 $214.00 27.0% $156.22 $624.88
Subtotal $47,566.80
Estimated Tax $3,567.51
Grand Total $51,134.31(USD)
Notes:
QUOTE-3604064
All Band Consolette
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Agenda Item No. 09 Page 30 of 36 CC Agenda 05-18-2026
Billing Address:
Port Hueneme PD
250 N VENTURA ROAD
PORT HUENEME, CA 93041
US
Quote Date:04/23/2026
Expiration Date:06/22/2026
Quote Created By:
Mark Streker
Sr. Account Executive
Mark.Streker@
motorolasolutions.com
8052498391
End Customer:
PORT HUENEME POLICE DEPT
Contract: LA County-MA-IS-2240228
Pricing Only
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price APX™ 8500
1 M37TSS9PW1CN APX8500 ALL BAND MP
MOBILE
21 $6,558.00 27.0% $4,787.34 $100,534.14
1a G361AH SOFTWARE LICENSE ENH:
P25 TRUNKING SOFTWARE
APX
21 $353.00 27.0% $257.69 $5,411.49
1b G806BL SOFTWARE LICENSE ENH:
ASTRO DIGITAL CAI OP APX
21 $607.00 27.0% $443.11 $9,305.31
1c G51AT SOFTWARE LICENSE
ENH:SMARTZONE
21 $1,766.00 27.0% $1,289.18 $27,072.78
1d GA00580AA ADD: TDMA OPERATION 21 $530.00 27.0% $386.90 $8,124.90 1e G843AH ADD: AES ENCRYPTION
AND ADP
21 $560.00 27.0% $408.80 $8,584.80
1f GA01670AA ADD: APX E5 CONTROL
HEAD
21 $767.00 27.0% $559.91 $11,758.11
1g G67EH ADD: REMOTE MOUNT E5
MP
21 $350.00 27.0% $255.50 $5,365.50
1h G444AH ADD: APX CONTROL HEAD
SOFTWARE
21 $0.00 0.0% $0.00 $0.00
1i GA09001AA ADD: WI-FI CAPABILITY 21 $353.00 27.0% $257.69 $5,411.49 1j GA09007AA ADD: OUT OF THE BOX WIFI
PROVISIONING
21 $0.00 0.0% $0.00 $0.00
QUOTE-3604072
(21) APX 8500
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Agenda Item No. 09 Page 31 of 36 CC Agenda 05-18-2026
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price 1k GA00250AA ADD: GNSS/BT-WIFI THRU
MNT ANT, 17FT LOW LOSS
PFP-100A/240, QMA
21 $118.00 27.0% $86.14 $1,808.94
1l GA01513AB ADD: ALL BAND MOBILE
ANTENNA (7/8/V/U)
21 $112.00 27.0% $81.76 $1,716.96
1m B18CR ADD: AUXILIARY SPKR 7.5
WATT APX
21 $71.00 27.0% $51.83 $1,088.43
1n GA01517AA DEL: NO J600 ADAPTER
CABLE NEEDED
21 $0.00 0.0% $0.00 $0.00
1o W22BA ADD: STD PALM
MICROPHONE APX
21 $85.00 27.0% $62.05 $1,303.05
1p QA09113AB ADD: BASELINE RELEASE
SW
21 $0.00 0.0% $0.00 $0.00
1q GA05100AA ADD: STD WARRANTY - NO
ESSENTIAL
21 $0.00 0.0% $0.00 $0.00
Subtotal $187,485.90
Estimated Tax $14,061.44
Grand Total $201,547.34(USD)
Notes:
QUOTE-3604072
(21) APX 8500
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Agenda Item No. 09 Page 32 of 36 CC Agenda 05-18-2026
Billing Address:
Port Hueneme PD
250 N VENTURA ROAD
PORT HUENEME, CA 93041
US
Quote Date:04/23/2026
Expiration Date:06/22/2026
Quote Created By:
Mark Streker
Sr. Account Executive
Mark.Streker@
motorolasolutions.com
8052498391
End Customer:
PORT HUENEME POLICE DEPT
Contract: LA County-MA-IS-2240228
Pricing
Summary:
Any sales transaction resulting from Motorola's quote is based on and subject to the applicable Motorola Standard Terms and Conditions, notwithstanding terms and conditions on purchase orders or other Customer ordering documents.
Motorola Standard Terms and Conditions are found at www.motorolasolutions.com/product-terms.
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price APX™ NEXT APX NEXT MULTI
1 H55TGT9PW8AN PORTABLE RADIO APX
NEXT; ALL-BAND MODEL
4.5*
30 $8,818.00 37.21% $5,537.14 $166,114.20
1a Q361CD ADD: P25 9600 BAUD
TRUNKING
30 $353.00 27.0% $257.69 $7,730.70
1b Q173CA ADD: SMARTZONE
OMNILINK
30 $0.00 0.0% $0.00 $0.00
1c H38DA ADD: SMARTZONE
OPERATION
30 $1,412.00 27.0% $1,030.76 $30,922.80
1d Q806CH ADD: ASTRO DIGITAL CAI
OPERATION
30 $607.00 27.0% $443.11 $13,293.30
1e QA00580BA ADD: TDMA OPERATION 30 $530.00 27.0% $386.90 $11,607.00 1f QA09016AA ADD: LTE FOR VERIZON LTE
SERVICE*
30 $0.00 0.0% $0.00 $0.00
1g Q629BD SOFTWARE LICENSE ENH:
AES ENCRYPTION AND ADP
30 $560.00 27.0% $408.80 $12,264.00
1h QA09001AM ADD: WIFI CAPABILITY 30 $353.00 27.0% $257.69 $7,730.70 1i QA08853AA ADD: CPS ENABLEMENT* 30 $0.00 0.0% $0.00 $0.00 QUOTE-3603756
APX NEXT
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Agenda Item No. 09 Page 33 of 36 CC Agenda 05-18-2026
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price 1j QA09028AA ADD: VIQI VC RADIO
OPERATION
30 $0.00 0.0% $0.00 $0.00
1k H499KC ENH: SUBMERSIBLE (DELTA
T)
30 $177.00 27.0% $129.21 $3,876.30
1l QA09113AA ADD: BASELINE RELEASE
SW
30 $0.00 0.0% $0.00 $0.00
1m QA05100AA EHN: STD 1 YR WARRANTY
APPLIES
30 $0.00 0.0% $0.00 $0.00
2 PMMN4099CL PORTABLE RSM GCAI, IP68,
3.5MM JACK, EMER, 1 PROG,
HI/LO, LARGE
30 $152.54 27.0% $111.35 $3,340.50
3 PMPN4604A CHARGER, DESKTOP
SINGLE UNIT IMPRES 2
FAST, US/NA
30 $221.64 27.0% $161.80 $4,854.00
Subtotal $261,733.50
Estimated Tax $19,630.01
Grand Total $281,363.51(USD)
Notes:
● Additional information is required for one or more items on the quote for an order.
Motorola's quote (Quote Number: ________________ Dated: ____________ ) is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the "Underlying Agreement") that authorizes Customer to purchase equipment and/or services or license software (collectively "Products"). If no Underlying Agreement exists between Motorola and Customer, then the following Motorola's Standard Terms of use and Purchase Terms and Conditions govern the purchase of the Products which is found at http:// www.motorolasolutions.com/product-terms.
The Parties hereby enter into this Agreement as of the Effective Date.
Motorola Solutions, Inc. Customer
By: ______________________________ By: ______________________________ Name: ___________________________ Name: ____________________________ Title: ____________________________ Title: ____________________________ Date: ____________________________ Date: ____________________________ ● This quote contains items with approved price exceptions applied against them.
QUOTE-3603756
APX NEXT
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Agenda Item No. 09 Page 34 of 36 CC Agenda 05-18-2026
Billing Address:
Port Hueneme PD
250 N VENTURA ROAD
PORT HUENEME, CA 93041
US
Quote Date:04/23/2026
Expiration Date:06/22/2026
Quote Created By:
Mark Streker
Sr. Account Executive
Mark.Streker@
motorolasolutions.com
8052498391
End Customer:
PORT HUENEME POLICE DEPT
Summary:
Any sales transaction resulting from Motorola's quote is based on and subject to the applicable Motorola Standard Terms and Conditions, notwithstanding terms and conditions on purchase orders or other Customer ordering documents.
Motorola Standard Terms and Conditions are found at www.motorolasolutions.com/product-terms.
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price APX™ 8000 Series APX8000
1 H91TGD9PW6AN PORTABLE RADIO APX 8000
ALL BAND MODEL 2.5
30 $8,226.00 27.0% $6,004.98 $180,149.40
1a H38BS ADD: SMARTZONE
OPERATION
30 $1,766.00 27.0% $1,289.18 $38,675.40
1b Q806CB ADD: ASTRO DIGITAL CAI
OPERATION
30 $607.00 27.0% $443.11 $13,293.30
1c Q361AN ADD: P25 9600 BAUD
TRUNKING
30 $353.00 27.0% $257.69 $7,730.70
1d Q629AH SOFTWARE LICENSE ENH:
AES ENCRYPTION AND ADP
30 $560.00 27.0% $408.80 $12,264.00
1e QA00580AA ADD: TDMA OPERATION 30 $530.00 27.0% $386.90 $11,607.00 1f QA09001AB ADD: WIFI CAPABILITY 30 $353.00 27.0% $257.69 $7,730.70 1g QA09007AA ADD: OUT OF THE BOX WIFI
PROVISIONING
30 $0.00 0.0% $0.00 $0.00
1h QA09113AB ADD: BASELINE RELEASE
SW
30 $0.00 0.0% $0.00 $0.00
1i QA05100AA EHN: STD 1 YR WARRANTY
APPLIES
30 $0.00 0.0% $0.00 $0.00
2 PMMN4099CL PORTABLE RSM GCAI, IP68,
3.5MM JACK, EMER, 1 PROG,
HI/LO, LARGE
30 $152.54 27.0% $111.35 $3,340.50
QUOTE-3603664
APX 8000
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Agenda Item No. 09 Page 35 of 36 CC Agenda 05-18-2026
Line # Item Number Description Qty List Price Disc % Sale Price Ext. Sale Price 3 NNTN8860B CHARGER, DESKTOP
SINGLE UNIT IMPRES 2,
FAST US/NA
30 $199.56 27.0% $145.68 $4,370.40
Subtotal $279,161.40
Estimated Tax $1,256.94
Grand Total $280,418.34(USD)
Notes:
QUOTE-3603664
APX 8000
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800
Agenda Item No. 09 Page 36 of 36 CC Agenda 05-18-2026
DATE: May 18, 2026
TO: Honorable City Council
FROM: James Vega, City Manager
Fred Camarillo, Public Works Director
SUBJECT: 2025 WATER MASTER PLAN PREPARED BY MKN & ASSOCIATES INC.
RECOMMENDATION:
It is recommended that the City Council receive a presentation from MKN & Associates, and receive and file the City of Port Hueneme 2025 Water Master Plan.
BACKGROUND/ANALYSIS:
In August 2024, the Public Works Department entered into an agreement with MKN & Associates from the City’s on-call consultant list to prepare the 2025 Water Master Plan (WMP) for the City of Port Hueneme.
The City of Port Hueneme Water Division has completed the 2025 WMP, a comprehensive evaluation of the City’s water system infrastructure, operational performance, and long-term needs. The WMP was developed to assess existing system conditions, identify deficiencies, evaluate current and future water demands, and establish a prioritized Capital Improvement Program to ensure the continued delivery of safe, reliable, and cost-effective water service.
The need for the WMP was driven by aging infrastructure, evolving regulatory requirements, system reliability considerations, and the City’s responsibility to proactively plan for future growth and long-term sustainability. As much of the City’s water system is approaching the end of its useful life, the WMP provides a strategic, data-driven approach to addressing these challenges and reducing the risk of costly and disruptive system failures. The WMP also evaluates system hydraulics and identifies areas experiencing low or inconsistent water pressure—an issue that has been identified as a key concern— and provides recommended improvements to enhance system performance, maintain adequate fire flow, and ensure consistent service levels citywide.
Completion of the WMP was also critical in advance of the City’s ongoing Utility Rate Study. The WMP establishes the technical and financial foundation necessary to accurately project future capital and operational needs, ensuring that the Rate Study is based on defensible, long-term cost projections. This coordinated approach allows the Agenda Item No. 10 Page 1 of 180 CC Agenda 05-18-2026
Water Master Plan
May 18, 2026
City to develop a sustainable and transparent rate structure that supports both current operations and future infrastructure investments.
Overall, the 2025 Water Master Plan serves as a long-term planning tool that will guide infrastructure investment, improve system reliability, address water pressure concerns, support funding opportunities, and inform policy decisions over the next 20 years.
FISCAL IMPACT:
None. This item does not require an expenditure of funds.
STRATEGIC PLAN:
Optimal Levels of Service for Residents and Businesses
• Promote operational excellence in all City functions and embody best practices as a municipality
• Establish desired service levels for all City functions ATTACHMENTS:
A. 2025 Water Master Plan Report
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WATER MASTER PLAN
MKN | 16310 Bake Parkway | Irvine, CA 92618 | (714) 213-9758 Attachment AA
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City of Port Hueneme Water Master Plan
City of Port Hueneme
Water Master Plan
January 2026
City Council
Martha R. McQueen-Legohn – Mayor
Jess Lopez – Mayor Pro Tem
Steven A. Gama – Councilmember
Laura D. Hernandez – Councilmember
Misty Perez – Councilmember
City Staff
Dennis Martinez – Water General Manager
Charles Cable – Deputy Public Works Director / City Engineer Fred Camarillo – Public Works Director
MKN Staff
Ryan Gallagher, PE – Project Manager
Chris Haugen, EIT – Project Engineer
Prepared by:
Ryan Gallagher, PE
Project Manager
MKN & Associates, Inc.
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TABLE OF CONTENTS, LIST OF TABLES, AND FIGURES
City of Port Hueneme Water Master Plan Page | i
TABLE OF CONTENTS, LIST OF TABLES, AND FIGURES
Table of Contents
TABLE OF CONTENTS, LIST OF TABLES, AND FIGURES............................................................................................i EXECUTIVE SUMMARY..............................................................................................................................................ix
1.0 INTRODUCTION AND REPORT OVERVIEW ................................................................................................1-1
1.1 Project Purpose.............................................................................................................................................1-1
1.2 Study Area .....................................................................................................................................................1-2
1.3 Scope of Work ...............................................................................................................................................1-2
2.0 EVALUATION CRITERIA...............................................................................................................................2-1
2.1 Supply Criteria...............................................................................................................................................2-1
2.2 Pipeline Criteria.............................................................................................................................................2-1
2.3 Fire Flow Criteria ...........................................................................................................................................2-2
2.4 Evaluation Criteria Summary........................................................................................................................2-2
3.0 DISTRIBUTION SYSTEM OVERVIEW ..........................................................................................................3-1
3.1 Pressure Zone ...............................................................................................................................................3-1
3.2 Groundwater Wells........................................................................................................................................3-1
3.3 Supply Connections ......................................................................................................................................3-1
3.4 Emergency Connections (Flowing to City)....................................................................................................3-3
3.5 Emergency Connections (Flowing from City) ...............................................................................................3-3
3.6 Pipelines ........................................................................................................................................................3-3
4.0 LAND USE, ZONING, AND FUTURE DEVELOPMENT.................................................................................4-1
4.1 Land Use and Zoning....................................................................................................................................4-1
4.2 Future Development .....................................................................................................................................4-1
5.0 EXISTING AND PROJECTED WATER DEMANDS........................................................................................5-1
5.1 Historical Water Usage .................................................................................................................................5-1
5.2 Existing Water Demands ..............................................................................................................................5-3
5.3 Future Water Demands ................................................................................................................................5-4
6.0 HYDRAULIC COMPUTER MODEL...............................................................................................................6-1
6.1 Hydraulic Model Development.....................................................................................................................6-1
6.2 Water Demand Allocation.............................................................................................................................6-1
6.3 Hydraulic Model Scenarios...........................................................................................................................6-1
6.4 Model Settings ..............................................................................................................................................6-2
6.5 Hydraulic Model Pressure Verification.........................................................................................................6-3
7.0 WATER SYSTEM EVALUATION...................................................................................................................7-1
7.1 Supply Analysis..............................................................................................................................................7-1 Agenda Item No. 10 Page 7 of 180 CC Agenda 05-18-2026
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City of Port Hueneme Water Master Plan Page | ii
7.2 Existing Distribution System Analysis ..........................................................................................................7-1
7.3 Future Distribution System Analysis ............................................................................................................7-6
7.4 Fire Flow Analysis Overview........................................................................................................................7-11
7.5 Existing Fire Flow Analysis ..........................................................................................................................7-14
7.6 Future Fire Flow Analysis ............................................................................................................................7-22
8.0 OPERATIONAL ANALYSIS...........................................................................................................................8-1
8.1 System Optimizations ...................................................................................................................................8-1
8.2 Current Operational Practices......................................................................................................................8-7
9.0 CAPITAL IMPROVEMENT PLAN..................................................................................................................9-1
9.1 Capital Improvement Plan Development.....................................................................................................9-1
9.2 Capital Improvement Plan Projects..............................................................................................................9-1
9.3 Capital Improvement Plan Summary ...........................................................................................................9-2 Agenda Item No. 10 Page 8 of 180 CC Agenda 05-18-2026
TABLE OF CONTENTS, LIST OF TABLES, AND FIGURES
City of Port Hueneme Water Master Plan Page | iii
List of Tables
Table 2-1: Fire Storage Requirements .........................................................................................................................2-2 Table 2-2: Design Criteria Summary.............................................................................................................................2-3 Table 3-1: Groundwater Well Summary .......................................................................................................................3-1 Table 3-2: PHWA Supply Connections ..........................................................................................................................3-1 Table 3-3: Emergency Connections (Flowing to City)...................................................................................................3-3 Table 3-4: Emergency Connections (Flowing from City) ..............................................................................................3-3 Table 3-5: Pipeline Diameter Summary .......................................................................................................................3-5 Table 3-6: Pipeline Material Summary .........................................................................................................................3-5 Table 3-7: Pipeline Installation Date Summary ...........................................................................................................3-5 Table 4-1: Land Use within Water Service Area...........................................................................................................4-1 Table 4-2: 2021–2029 Housing Element Residential Development.........................................................................4-4 Table 4-3: 2021–2029 Housing Element Commercial Development .......................................................................4-4 Table 4-4: City-Owned Properties Zoned for Commercial Development....................................................................4-5 Table 4-5: Accessory Dwelling Unit Future Residential Development........................................................................4-5 Table 4-6: Future Residential Development Summary ...............................................................................................4-5 Table 4-7: Future Commercial Development Summary ..............................................................................................4-6 Table 5-1: Historical Usage ...........................................................................................................................................5-1 Table 5-2: Historical Gallons Per Capita Per Day.........................................................................................................5-2 Table 5-3: Existing Average Day Demand ....................................................................................................................5-3 Table 5-4: Existing Demands & Peaking Factors.........................................................................................................5-3 Table 5-5: Water Use Demand Factors ........................................................................................................................5-4 Table 5-6: Estimated Future Water Demand for 2021 – 2029 Housing Element Residential Development.........5-4 Table 5-7: Estimated Future Water Demand for 2021 – 2029 Housing Element Commercial Development........5-5 Table 5-8: Estimated Future Water Demand for City-0wned Vacant Property Commercial Development ..............5-5 Table 5-9: Estimated Future Water Demand for ADU Development ..........................................................................5-5 Table 5-10: Future Average Day Demand....................................................................................................................5-6 Table 5-11: Future Demands & Peaking Factors ........................................................................................................5-6 Table 6-1: Hazen-Williams Pipe Roughness Factors Used in Hydraulic Model..........................................................6-2 Table 6-2: PHWA Supply Connection Hydraulic Model Settings .................................................................................6-2 Table 6-3: Emergency Connection Model Settings......................................................................................................6-3 Table 6-4: Model Calibration Results ...........................................................................................................................6-5 Table 7-1: Existing and Future Water Supply Requirements ......................................................................................7-1 Table 7-2: Water Supply Flow Capacity Analysis with Largest Supply Facility Offline ...............................................7-1 Table 7-3: Existing System Pressure and Maximum Velocity Summary.....................................................................7-6 Agenda Item No. 10 Page 9 of 180 CC Agenda 05-18-2026
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Table 7-4: Modified PHWA Supply Connection Pressure Set Points for Existing Scenario .......................................7-6 Table 7-5: Future System Pressure and Maximum Velocity Summary.......................................................................7-6 Table 7-6: Modified PHWA Supply Connection Pressure Set Points for Future Scenario .......................................7-11 Table 7-7: Fire Hydraulic Model Fire Flow Requirements .........................................................................................7-11 Table 7-8: Remaining Existing Fire Flow Deficiencies ...............................................................................................7-19 Table 7-9: Recommended Fire Flow Infrastructure Improvements..........................................................................7-20 Table 7-10: Recommended Fire Flow Enhancement CIP Projects ...........................................................................7-22 Table 8-1: Recommended Cast Iron Replacement Program Infrastructure Improvements .....................................8-2 Table 8-2: Recommended Cast Iron Replacement Program CIP Projects .................................................................8-4 Table 8-3: Pipeline Useful Life Summary .....................................................................................................................8-4 Table 8-4: Valve Exercising Summary for Past Five Years ..........................................................................................8-7 Table 8-5: Fire Hydrant Painting Summary for Past Five Years ..................................................................................8-8 Table 8-6: Fire Hydrant Inspected and Flush Summary for Past Five Years..............................................................8-8 Table 9-1: Fire Flow Enhancement CIP Projects..........................................................................................................9-1 Table 9-2: Operational Enhancement CIP Projects .....................................................................................................9-2 Table 9-3: September 2025 Unit Construction Costs .................................................................................................9-3 Table 9-4: CIP Evaluation Criteria and Scoring ............................................................................................................9-4 Table 9-5: CIP Scheduling .............................................................................................................................................9-4 Agenda Item No. 10 Page 10 of 180 CC Agenda 05-18-2026
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List of Figures
Figure 1-1: Study Area Boundary Map..........................................................................................................................1-3 Figure 3-1: Water Distribution System .........................................................................................................................3-1 Figure 3-2: Pipeline Diameter Map...............................................................................................................................3-4 Figure 3-3: Pipeline Material Map ................................................................................................................................3-6 Figure 3-4: Pipeline Installation Year Map ...................................................................................................................3-7 Figure 4-1: Existing Land Use Map...............................................................................................................................4-2 Figure 4-2: Existing Zoning Designation Map ..............................................................................................................4-3 Figure 4-3: Future Development Map ..........................................................................................................................4-7 Figure 5-1: Annual Average Water Usage by Type (FY 2021/22 through FY 2023/24) ...........................................5-1 Figure 6-1: Fire Hydrant Flow Test Locations...............................................................................................................6-4 Figure 7-1: Existing ADD System Pressures.................................................................................................................7-2 Figure 7-2: Existing PHD System Pressures.................................................................................................................7-3 Figure 7-3: Existing ADD Pipeline Velocities ................................................................................................................7-4 Figure 7-4: Existing PHD Pipeline Velocities ................................................................................................................7-5 Figure 7-5: Future ADD System Pressures...................................................................................................................7-7 Figure 7-6: Future PHD System Pressures...................................................................................................................7-8 Figure 7-7: Future ADD Pipeline Velocities ..................................................................................................................7-9 Figure 7-8: Future PHD Pipeline Velocities ................................................................................................................7-10 Figure 7-9: Required Fire Flow for City Fire Hydrants................................................................................................7-12 Figure 7-10: WaterCAD Automated Fire Flow Methodology......................................................................................7-13 Figure 7-11: Existing Fire Flow Deficiencies by Deficiency Type...............................................................................7-14 Figure 7-12: Existing MDD+FF Results.......................................................................................................................7-15 Figure 7-13: Existing Fire Flow Deficiencies by Deficiency Type with PHWA Emergency Connection Operational Change .........................................................................................................................................................................7-16 Figure 7-14: Existing Fire Flow Deficiencies by Deficiency Type With PHWA and City of Oxnard Emergency Connection Operational Changes ...............................................................................................................................7-16 Figure 7-15: Existing Fire Flow Deficiencies by Deficiency Type With PHWA Emergency Connection, City of Oxnard Emergency Connection, and PHWA Supply Connection Operational Changes........................................................7-17 Figure 7-16: Remaining Existing MDD+FF Deficiencies............................................................................................7-18 Figure 7-17: Fire Flow Infrastructure Improvement Project Locations.....................................................................7-21 Figure 8-1: Cast Iron Pipeline Replacement Program Project Locations ...................................................................8-3 Agenda Item No. 10 Page 11 of 180 CC Agenda 05-18-2026
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Appendices
Appendix A – Fire Hydrant Flow Test Results
Appendix B – Existing MDD+FF Fire Flow Deficiencies
Appendix C – CIP Project Sheets
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TABLE OF CONTENTS, LIST OF TABLES, AND FIGURES
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List of Acronyms
AC Asbestos Cement SFR Single Family Residential
ADD Average Day Demand TDS Total Dissolved Solids
ADU Accessory Dwelling Unit UNK Unknown
AFY Acre-Feet per Year UWCD United Water Conservation District AMI Advanced metering infrastructure UWMP Urban Water Management Plan AMR Automatic Meter Reading VD Velocity Deficiency
AWWA American Water Works Association WMP Water Master Plan CFS Cubic feet per second WTP Water treatment plant
CI Cast Iron ZPD Zone Pressure Deficiency
CIBCSD Channel Islands Beach Community
Services District
CIP Capital Improvement Plan
City City of Port Hueneme
CMWD Calleguas Municipal Water District
CO Commercial
COPH City of Port Hueneme
DI Ductile Iron
EX Existing
FE Fire Flow Enhancement
FF Fire flow
FT Foot
FT/S Feet per Second
FY Fiscal year
GIS Geographic Information System
GPCD Gallons Per Capita per Day
GPM Gallons per minute
HGL Hydraulic grade line
HP Horsepower
IN Inch
IND Industrial
IR Irrigation
Master Plan Water Master Plan
MDD Maximum Day Demand
MDD+FF Maximum Day Demand Plus Fire Flow
MFR Multi-Family Residential
MGD Million Gallons per Day
NBVC Navy Base Ventura County
OE Operational Enhancement
PHD Peak Hour Demand
PHWA Port Hueneme Water Agency
PSI Pounds per square inch
PVC Polyvinyl Chloride
RHNA Regional Housing Needs Assessment
RPD Residual Pressure Deficiency
S School
SCADA Supervisory Control and Data
Acquisition
SF Square feet
SFR Single Family Residential
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Previous Studies and Reports
The following reports, studies, and other resources were reviewed during preparation of this Water Master Plan:
❑ City of Port Hueneme 2020 Urban Water Management Plan (2020) ❑ City of Port Hueneme 2021 – 2029 Housing Element (2022) ❑ City of Port Hueneme 2045 General Plan (2022)
❑ City of Port Hueneme Water Distribution Master Plan (2011) ❑ City Owned Properties (2024)
❑ Water Design Standards (2022)
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EXECUTIVE SUMMARY
City of Port Hueneme Water Master Plan Page | ix
EXECUTIVE SUMMARY
This section provides a summary of the key findings and recommendations contained within the City of Port Hueneme (City; COPH) Water Master Plan (Master Plan; WMP).
City Background
The City of Port Hueneme, incorporated in 1948, provides water services to approximately 5,860 active customer connections over a water service area of approximately 1,311 acres. Located midway between the cities of Santa Barbara and Los Angeles, on the Pacific Coast in western Ventura County, the City’s water service area encompasses Naval Base Ventura County (NBVC) Port Hueneme, the Port of Hueneme, and general residential, commercial and industrial development. Since 2001, the City has purchased all water supplies from the Port Hueneme Water Agency (PHWA), which treats groundwater from UWCD at its centralized water treatment plant (WTP) and blends the product water with imported water from Calleguas Municipal Water District (CMWD).
The City’s water distribution system is comprised of approximately 46 miles of pipeline ranching in size from 2 inches to 14 inches in diameter. Water from PHWA is delivered via two water supply connections to a single closed pressure zone, with system pressure maintained by the water supply connections. The City has 420 fire hydrants and can receive emergency water from four interconnections between PHWA, UWCD, the City of Oxnard, and the City of Port Hueneme. While the City does have three inactive wells, they are considered inoperable without rehabilitation.
Water Master Plan Overview
In 2024, the City retained MKN to prepare a
comprehensive Master Plan for managing and
optimizing the City’s infrastructure and operations
over a 20-year planning horizon. The Master Plan
includes the following focus areas:
❑ Distribution System Overview
❑ Land Use, Population, and Future Growth
❑ Existing and Projected Water Demands
❑ Hydraulic Model
❑ Water System Evaluation
❑ System Optimizations
❑ Capital Improvement Plan (CIP)
Evaluation Criteria
MKN coordinated with City staff to develop evaluation criteria for the City’s water supply, distribution pipelines and fire flow. Table ES-1 provides a summary of the evaluation criteria used in the Master Plan.
Master Plan Objectives
❑ Develop geographic information system
(GIS) database
❑ Construct hydraulic model
❑ Identify future development and forecast
future demand
❑ Evaluate existing & future capacity
❑ Evaluate system optimization concepts
❑ Document operational practices
❑ Develop Capital Improvement Plan
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EXECUTIVE SUMMARY
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Table ES-1: Evaluation Criteria Summary
Component Criteria
Supply
PHWA Meet ADD, MDD, and PHD
PHWA and Emergency Connections Meet MDD + FF
Pipeline
Average Day Demand
Minimum Pressure (pounds per square
inch, PSI) 40
Recommended Minimum Pressure (PSI) 50
Maximum Pressure (PSI) 125
Maximum Velocity (ft/s) 7
Maximum Day Demand and Peak Hour Demand
Minimum Pressure (PSI) 40
City Preferred Minimum Pressure (PSI) 50
Maximum Pressure (PSI) 125
Maximum Velocity (ft/s) 10
Maximum Day Demand Plus Fire Flow
Minimum Residual Pressure (PSI) 20
Minimum Zone Pressure (PSI) 20
Maximum Velocity (ft/s) 20
New Pipelines
Minimum Pipeline Size 8-in diameter or larger (minimum
6-in with City approval)
Fire Flow Requirement (non-sprinklered)
Residential Single-Family 1,000 GPM at 1 hours
Residential Multi-Family 1,500 GPM at 2 hours
Commercial 3,000 GPM at 3 hours
Industrial 3,000 GPM at 3 hours
School 4,000 GPM at 4 hours
Fire Flow Requirement (sprinklered)
Residential Single-Family 500 GPM at 1/2 hour
Residential Multi-Family 750 GPM at 1 hour
Commercial 1,500 GPM at 2 hours
Industrial 1,500 GPM at 2 hours
School 1,500 GPM at 2 hours
Existing Water Demands
Using the City’s production and consumption reports from fiscal year (FY) 2021-22 to FY 2023-24, existing water demand conditions were established in the Master Plan as follows:
❑ Average day demand (ADD) of 1,748 acre feet per year (AFY) or 1.56 million gallons per day (MGD) ❑ Maximum day demand (MDD) of 2,185 AFY or 1.95 MGD, with a peaking factor of 1.25 x ADD ❑ Peak hour demand (PHD) of 3,286 AFY or 2.93 MGD, with a peaking factor of 1.88 x ADD Figure ES-1 provides a summary of existing water demand by customer use type.
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EXECUTIVE SUMMARY
City of Port Hueneme Water Master Plan Page | xi
Figure ES-1: Existing Water Demand by Customer Use Type Future Water Demand
Future water demand captures development-driven population growth associated with the 2021 – 2029 Housing Element, City-owned vacant property development, and ADU development to forecast the City’s water demand in FY 2045/46. Using customer billing data from FY 2021-22 to FY 2023-24, future per capita water demand factors were developed and applied to forecasted future development. Future water demand conditions were established in the Master Plan as follows:
❑ ADD of 1,831 AFY or 1.64 MGD
❑ MDD of 2,289 AFY or 2.05 MGD, with a peaking factor of 1.25 x ADD ❑ PHD of 3,433 AFY or 3.08 MGD, with a peaking factor of 1.88 x ADD Overall, an approximately 4.7% increase in annual water demand is predicted to occur within the City’s water service area during the Master Plan’s 20-year planning period. Figure ES-2 provides a summary of future water demand by demand category.
Figure ES-2: Future Water Demand by Demand Category
47% 21%
9%
14%
8% <1%
Single-Family Residential
Multiple-Family Residential
Commercial
Irrigation
Water Loss
Industrial
2021 - 2029 Housing
Element (2%)
City-Owned Vacant
Properties (<1%)
ADU
Development
(2%)
Existing
Demand
(95%)
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EXECUTIVE SUMMARY
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Hydraulic Model Construction
To evaluate the performance of the water distribution system, water infrastructure from the City’s water atlas was converted to GIS shapefiles in ESRI ArcGIS Pro and then imported into Bentley’s WaterCAD hydraulic modeling software. Configuration of the hydraulic model included water demand allocation, steady-state scenario creation, setting input, and pressure result verification against fire flow field testing data. The following provides a step-bystep summary of the hydraulic model construction process:
❑ Step One – Convert Water Atlas: The City has documented its water infrastructure in a water atlas last updated in 2014. Key infrastructure from the water atlas including pipelines, supply connections, emergency interconnections, groundwater wells, and fire hydrants were converted to shapefiles in ESRI’s ArcGIS Pro. Projects completed since 2014 were also incorporated into the GIS. ❑ Step Two – Create Pipeline Junction Nodes: To assign pipeline elevations and allocate water demand in the hydraulic model, a shapefile representing pipeline junction nodes was created and nodes were added in GIS to every pipeline intersection, pipeline material transition, pipeline diameter transition, pipeline installation date transition, and hydrant location.
❑ Step Three – Import GIS Shapefiles: The converted water atlas GIS shapefiles and pipeline junction node GIS shapefile were imported into Bentley’s WaterCAD hydraulic modeling software using the model builder tool.
❑ Step Four – Allocate Water Demand: Using historical monthly billing data, the proportion of water demand allocated to each existing customer account for existing and future ADD, MDD, and PHD was determined.
The water demand for each customer account was then assigned to the nearest pipeline junction node in the hydraulic model to represent the distribution of water demand in the City’s system. ❑ Step Five – Create Steady-State Scenarios: The following steady-state model simulations were configured to evaluate the system’s capacity to serve existing and future water demand:
o Existing Water Demand (5 Total)
▪ ADD
▪ MDD
▪ PHD
▪ MDD+FF
▪ MDD+FF and Existing CIP
o Future Water Demand (5 Total)
▪ ADD
▪ MDD
▪ PHD
▪ MDD+FF and Existing CIP
▪ MDD+FF, Existing CIP, and Future CIP
❑ Step Six – Input Settings: Pipeline Hazen-William’s roughness coefficient factors, supply connection pressure settings, and emergency interconnection pressure settings were configured for all steady-state scenarios.
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EXECUTIVE SUMMARY
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❑ Step Seven – Verify Pressure Results: To validate system pressures results in the hydraulic model, City staff performed 12 fire hydrant flow tests at designated locations throughout the water distribution system in December 2024. The static pressures and fire flow residual pressure drops recorded during the tests were compared against the hydraulic model results. Overall, the hydraulic model achieved static pressure results within 3% of field testing results and residual pressure drops within 5 PSI of field testing results. Based on these results, the hydraulic model was considered well calibrated.
ADD, MDD, and PHD Hydraulic Analysis
The distribution system was evaluated in the hydraulic model under existing and future ADD, MDD, and PHD to identify low-pressure areas, high-pressure areas, and/or high-velocity pipelines. No high-pressure deficiencies or high pipeline velocity deficiencies were identified in any of the scenarios modeled. However, low pressure deficiencies were identified in the northeast corner of the City’s water service area and at the high point in the southernmost portion of the City’s water service area under existing and future PHD. To resolve the low pressure deficiencies, the City should raise its supply connection pressure set points to a minimum of 63 PSI.
Fire Flow Analysis
An automated system-wide fire flow analysis tool was configured within the hydraulic model to evaluate fire flow conditions during existing and future MDD+FF. When the simulation was performed, a single fire flow was simulated at each hydrant location while checking for any of the following fire flow deficiencies:
❑ Residual Pressure Deficiency (RPD): Flowed hydrant residual pressure less than 20 PSI during fire flow ❑ Zone Pressure Deficiency (ZPD): Zone pressures less than 20 PSI during fire flow ❑ Velocity Deficiency (VD): System pipeline velocities greater than 20 ft/s during fire flow If any fire hydrants triggered one or more of the three deficiency types, the hydrant was documented as deficient.
Figure ES-3 provides a summary of the total number of deficient fire hydrants per deficiency type for existing MDD+FF.
Figure ES-3: Existing Fire Flow Deficiencies by Deficiency Type 32 3
94 22
RPD
ZPD
RPD & ZPD
RPD, ZPD, & VD
151 Total
Fire Flow
Deficiencies
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EXECUTIVE SUMMARY
City of Port Hueneme Water Master Plan Page | xiv
To resolve the identified existing fire flow deficiencies, a combination of operational modifications and infrastructure improvements were recommended. The following operational modifications resolved 114 fire flow deficiencies:
❑ Activate PHWA emergency interconnection and configure pressure set point to be 59 PSI ❑ Modify pressure set point of City of Oxnard emergency interconnection to be 55 PSI ❑ Modify pressure set point of the PHWA supply connections to both be 65 PSI The remaining 36 fire flow deficiencies were resolved via 17 fire flow enhancement CIP projects.
System Optimizations
As requested by City staff, several system optimizations to the existing water distribution were evaluated to enhance operations. System optimizations evaluated included modifying the normal operating pressure of the system, identifying the useful life of existing pipelines, rehabilitating the City’s inactive groundwater wells, constructing the cross base pipeline, installing advanced metering infrastructure (AMI), and providing recycled water services. The following provides a summary of the analysis and recommendations:
❑ System Pressure Modification: To resolve low pressure deficiencies during existing and future PHD and resolve 51 fire flow deficiencies, it is recommended that the City raise the pressure set points of the PHWA supply connections to 65 PSI. Increasing the system pressure will require pipeline replacements, as the City’s distribution system has historically struggled to operate at higher pressures due to pipeline main breaks. Based on a review of historical main break logs and City staff input, pipeline breaks are concentrated in the City’s cast iron pipeline material and therefore, it is recommended that the City replace all cast iron pipelines. 12 operational enhancement CIP projects were identified to execute the cast iron replacement program.
❑ Useful Life of Existing Pipelines: Since the City’s distribution system was predominantly constructed between 1940 and 1980, approximately 18,090 feet (ft) of pipeline has an estimated end of useful life range partially or fully prior to the 20-year study period of the Master Plan. In addition, approximately 116,000 ft of pipeline has an estimated end of useful life range partially or completely within the 20-year study period of the master plan. Since the end of useful life of a pipeline greatly depends on the service frequency of the pipeline, soil conditions, and water quality, adopting a pipeline replacement program based solely on installation date and estimated useful life is not recommended. To guide the creation of a pipeline replacement program, an operational enhancement CIP project to complete an asset management plan was identified.
❑ Groundwater Well Rehabilitation: The City owns three inactive groundwater wells that would require rehabilitation to be brought back online for potable or recycled water uses. For the potable water use case, additional treatment facilities would need to be constructed due to the groundwater basin’s high levels of total dissolved solids (TDS) and hardness. This would not only be economically disadvantageous compared to the PHWA treatment facility but also may be infeasible due to the degree of saltwater intrusion in the basin and a lack of City groundwater pumping rights. For the recycled water use case, potential recycled water demand is currently unknown and recycled water applications may be limited to salt-tolerant vegetation due to the high TDS of the raw groundwater. In addition, no recycled water infrastructure exists, and the City would need to make significant capital investments towards pipeline construction and/or pipeline repurposing. Therefore, it is not recommended that rehabilitation of groundwater wells for potable or recycled water uses be included as a CIP project.
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EXECUTIVE SUMMARY
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❑ Cross Base Pipeline Extension: The cross base pipeline extension project is a previously proposed pipeline to convey water from the existing cross base pipeline terminating at CIBCSD’s distribution system to the City’s distribution system. A major driver of the cross base pipeline extension was improved fire flow availability for the City’s northern service area. However, the fire flow analysis conducted in this Master Plan indicated that the project would not resolve a significant amount of fire flow deficiencies compared to the recommended fire flow improvements contained in this Master Plan. In addition, the redundancy benefits the cross base pipeline extension would provide could also be provided by the existing City of Oxnard emergency connection. Therefore, it is not recommended that the cross base pipeline be included as a CIP project.
❑ Advanced Metering Infrastructure: The City currently uses manual read meters, which require a contractor to physically read and record every customer’s usage on a bimonthly basis. Since this meter type requires a contractor and creates long delays in identifying meter malfunctions, it is recommended that the City pursue full replacement of existing manual read meters with AMI meters for real-time data availability, which can be used to remotely connect and disconnect services, detect tampering, monitor outages, identify leaks, and bill customers with increased accuracy. Since the City is currently piloting AMI devices, an operational enhancement CIP project to fully replace manual read meters with AMI devices using the preferred AMI technology was identified.
❑ Recycled Water: The City currently serves potable water to multiple landscape uses which could be suitable for recycled water. Since the City of Oxnard operates the Advanced Water Purification Facility, which distributes high recycled water to the northern part of the City of Oxnard, the City could consider conducting preliminary discussions with the City of Oxnard and PHWA partners to determine willingness to jointly explore delivery of recycled water. If confirmation is received, it is recommended that the City pursue planning grant funds to implement a recycled water feasibility study. Since recycled water implementation would require additional coordination and planning outside of the scope of this Master Plan, it was not included as a CIP project.
Capital Improvement Plan
The CIP serves as a fundamental pillar of strategic vision, aiming to modernize the City’s infrastructure, optimize system performance, meet the evolving needs of customers, and maintain the water distribution system in an operable state. Recommended CIP projects were identified through the hydraulic model analysis and system optimization analysis, with the CIP projects categorized as either an operational enhancement project or condition based project. The following provides a description of each CIP project category and provides a brief description of each CIP project identified:
❑ Operational Enhancement (OE) Projects: The operational enhancement projects category includes pipeline replacements to raise the system pressure, development of an asset management plan to identify and prioritize additional future pipeline replacements, and customer meter improvements to increase the accuracy of customer usage monitoring. By implementing the projects identified in this project category, the City can resolve low pressure deficiencies and improve operational efficiency of the distribution system.
Table ES-2 provides a summary of the projects identified in the master plan that are categorized as operational enhancements.
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EXECUTIVE SUMMARY
City of Port Hueneme Water Master Plan Page | xvi
Table ES-2: Operational Enhancement CIP Projects
CIP Project No. Project Description
OE-01 Upsize 1140 ft of 6-in to 8-in
OE-02 Upsize 1565 ft of 6-in to 8-in
OE-03 Upsize 1130 ft of 6-in CI to 8-in
OE-04 Upsize 465 ft of 6-in to 8-in
OE-05 Upsize 685 ft of 6-in to 8-in
OE-06 Upsize 450 ft of 6-in to 10-in
OE-07 Replace 1,365 ft of 12-in with 12-in
OE-08 Upsize 440 ft of 6-in to 8-in
OE-09 Upsize 485 ft of 6-in to 8-in
OE-10 Upsize 1,360 ft of 6-in to 8-in
OE-11 Upsize 460 ft of 6-in to 8-in
OE-12 Replace 1245 ft of 12-in with 12-in
OE-13 Asset Management Plan
OE-14 Replacement of all AMR customer meters with AMI
❑ Fire Flow Enhancement (FE) Projects: The fire flow enhancement projects category includes pipeline upsizing and looping necessary for improving fire flow availability for existing and future water demand. By implementing the projects identified in this project category, the City can increase the capacity and reliability of the water supply for firefighting purposes. Table ES-3 provides a summary of the projects identified in the Master Plan that are categorized as condition based.
Table ES-3: Fire Flow Enhancement CIP Projects
CIP Project No. Project Description
FE-01 Upsize 625 ft of 6-in to 10 in and 450 ft of 6-in to 12-in FE-02 Upsize 520 ft of 6-in to 8-in, 445 ft of 6-in to 10-in, & construct 405 ft of 12-in FE-03 Upsize 430 ft of 6-in to 8-in and 1,295 ft of 6-in to 10-in, and 330 ft of 6-in to 12-in
FE-04 Construct 430 ft of 8-in
FE-05 Construct 415 ft of 8-in
FE-06 Construct 95 ft of 8-inch & Upsize 65 ft of 6-in to 8-in FE-07 Upsize 215 ft of 6-in to 8-in & Construct 120 ft of 8-in FE-08 Upsize 460 ft of 6-in to 8-in
FE-09 Upsize 860 ft of 6-in to 8-in
FE-10 Upsize 925 ft of 6-in to 8-in
FE-11 Upsize 485 ft of 6-in to 8-in & Construct 50 ft of 12-in FE-12 Construct 70 ft of 8-in
FE-13 Upsize 300 ft of 6-in to 8-in
FE-14 Upsize 215 ft of 6-in to 8-in
FE-15 Upsize 220 ft of 6-in to 8-in & 535 ft of 8-in to 10-in FE-16 Upsize 190 ft of 6-in to 8-in
FE-17 Upsize 480 ft of 6-in to 8-in
In total, the Master Plan identified a total of 31 CIP projects, with 17 categorized as operational enhancement projects and 14 categorized as fire flow enhancement projects. The total CIP cost is anticipated to be approximately $23.2 million dollars over 10 years assuming 4% inflation year over year.
Agenda Item No. 10 Page 22 of 180 CC Agenda 05-18-2026
INTRODUCTION AND REPORT OVERVIEW
City of Port Hueneme Water Master Plan Page | 1-1
1.0 INTRODUCTION AND REPORT OVERVIEW
This section provides an overview of the City of Port Hueneme (City; COPH) water system, project goals, study area, and scope of work for the Water Master Plan (Master Plan; WMP) update.
1.1 Project Purpose
The purpose of the Water Master Plan is to provide the City with a comprehensive strategy over a 20-year planning period for managing and optimizing the infrastructure and operation of the City’s water distribution system. The Master Plan will focus on the following critical elements:
❑ GIS and Hydraulic Model: The City does not maintain a geographic information system (GIS) database and has not updated the hydraulic model since the 2011 Water Master Plan. MKN will develop a GIS database of the City’s water infrastructure and update the existing hydraulic model ❑ Future Development: The City is primarily built out; however, the City is anticipated to develop a portion of remaining vacant parcels and redevelop underutilized parcels per City planning documents. These planning documents will be summarized and incorporated into the Master Plan assessment ❑ Existing and Future Hydraulic Capacity: The City has not constructed any new waterline or upsized any existing waterline since the 2011 Water Master Plan. MKN will evaluate the hydraulic capacity of the water distribution system under existing and future water demand conditions and provide recommendations to address any deficiencies. The hydraulic capacity evaluation will also include a fire flow availability assessment at each fire hydrant in the water distribution system, with recommendations provided to address any deficient fire hydrants
❑ System Optimization: The City has identified several proposed water distribution system optimizations, including, but not limited to the following:
o Use of inactive groundwater wells
o Increased water distribution system operating pressure o Crossbase pipeline
o Advanced metering infrastructure (AMI)
o Asset management software
o Recycled water
MKN will review these system optimizations and comment on feasibility and possible implementation. ❑ Capital Improvement Plan (CIP): The City needs to identify future capital improvement projects prior to the completion of the upcoming water rate study, anticipated to be completed at the end of 2025. MKN will identify capital improvement projects to address existing and future system deficiencies and execute proposed system optimizations.
Agenda Item No. 10 Page 23 of 180 CC Agenda 05-18-2026
INTRODUCTION AND REPORT OVERVIEW
City of Port Hueneme Water Master Plan Page | 1-2
1.2 Study Area
The City of Port Hueneme, incorporated in 1948, is located midway between the cities of Santa Barbara and Los Angeles, on the Pacific Coast in western Ventura County. The City encompasses an incorporated area of 2,888 acres, which consists of Naval Base Ventura County (NBVC) Port Hueneme, the Port of Hueneme, and general residential, commercial, and industrial development. Potable water service is provided to residential, commercial, industrial, institution, and landscape customers over a water service area of 1,311 acres. Figure 1-1 provides an overview of the City’s boundary and water service area.
The City’s water distribution system is comprised of approximately 46 miles of pipeline ranging in size from 2 inches to 14 inches, with two water supply connections to the 24‐inch Port Hueneme Water Agency (PHWA) transmission line, one closed pressure zone, three inactive wells, four emergency connections, 420 fire hydrants, and approximately 5,860 potable water services. Historically, the City relied solely on groundwater supplies through a combination of wells owned and operated by the City and the United Water Conservation District (UWCD). However, seawater intrusion in the Oxnard Plain aquifer systems has rendered many wells unusable for drinking water purposes.
Since 2001, the City has purchased all water supplies from PHWA. PHWA is a joint powers agency formed to provide potable water to the City, Channel Islands Beach Community Services District, and NBVC. PHWA receives groundwater from UWCD through UWCD’s Oxnard‐Hueneme Pipeline. The groundwater is treated by PHWA using reverse osmosis and nanofiltration desalination processes and blended with bypassed groundwater to achieve water quality objectives. The water is also blended with imported water from the Calleguas Municipal Water District (CMWD), a member agency of the Metropolitan Water District of Southern California. Approximately 80 percent of the City’s water supply originates from UWCD and 20 percent from CMWD. Should the PHWA water supply be interrupted, the City has a direct connection to the O‐H Pipeline and standby groundwater wells.
1.3 Scope of Work
The following describes the scope of work that was completed to prepare the Master Plan.
Data Review
MKN reviewed planning, water system facility information, and operational procedures, including the following:
❑ 2020 Urban Water Management Plan (UWMP)
❑ 2011 Water Master Plan
❑ 2045 General Plan
❑ City-Owned Vacant Parcels
❑ Ordinance No. 798 (“Accessory Dwelling Unit Ordinance”) ❑ Agreements with other agencies
❑ AutoCAD water atlas
❑ 2011 hydraulic model
❑ Monthly water billing summaries and production records for fiscal year (FY) 2021/22 to FY 2023/24 ❑ Supervisory Control and Data Acquisition (SCADA) data ❑ Water facility operational settings and maintenance, repair, and replacement records ❑ Pavement Management Plan
Agenda Item No. 10 Page 24 of 180 CC Agenda 05-18-2026
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Study Area
Figure 1-1
O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker Dr
Lido Blvd
Madera Cir
Patterson Rd
Anchor AveTiller AveSeaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
Wheelhouse Ave
City of Port Hueneme
Water Service Area
City of Port Hueneme
Water Service Area
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Agenda Item No. 10 Page 26 of 180 CC Agenda 05-18-2026
INTRODUCTION AND REPORT OVERVIEW
City of Port Hueneme Water Master Plan Page | 1-4
Develop Evaluation Criteria
Based on information received from the City and standard industry practices, MKN developed evaluation criteria for the City’s existing water supply and distribution system facilities to serve existing and future water demand conditions. The evaluation criteria used for the City’s systems included the following categories:
❑ Water supply
❑ Distribution
o System pressures
o Pipeline velocities
o Fire flow availability
Development of Existing Demands
MKN reviewed monthly production records for FY 2021/22 to 2023/24 to develop a three-year existing average day demand (ADD). Existing maximum day demand (MDD) and peak hour demand (PHD) were developed using daily SCADA production data and standard industry practices.
Development of Future Demands
For future demand projections, MKN worked with the City to identify the potential development areas within the water service area. While the City’s water service area is nearly built out, the City is anticipated to develop a portion of remaining vacant parcels and redevelop underutilized parcels per City planning documents. MKN developed water use factors and estimated future ADD, MDD, and PHD water demand from future residential and commercial development.
Prepare Hydraulic Model Update
Bentley WaterCAD was selected for the Master Plan update. MKN converted the existing 2011 hydraulic model to WaterCAD and utilized the City’s existing AutoCAD water atlas to update the converted model. Operational settings were updated and discrepancies between the existing hydraulic model and the AutoCAD water atlas were corrected.
For demand allocation, MKN utilized historical billing data to assign customer demands, on an average day demand basis, to adjacent nodes within the updated hydraulic model.
Hydraulic Model Validation
With an updated hydraulic model, MKN utilized fire flow testing and static pressure testing (completed by City operations staff) to validate pipeline roughness coefficients and static pressures for the following baseline conditions:
❑ ADD
❑ MDD
❑ PHD
❑ MDD+FF
Model Analysis
MKN used the hydraulic model to evaluate the water distribution system, identify deficiencies, and develop recommended system improvements to address identified deficiencies. The hydraulic model analysis included evaluation of supply and distribution infrastructure under existing and future ADD, MDD, PHD, and MDD+FF conditions.
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INTRODUCTION AND REPORT OVERVIEW
City of Port Hueneme Water Master Plan Page | 1-5
Operational Analysis
MKN met with City operations staff to discuss and review existing operational procedures. MKN evaluated current practices, developed brief summaries of standard operations, and provided operational recommendations for the following systems and programs:
❑ Flushing Program
❑ Valve Maintenance Program
❑ Hydrant Maintenance
In addition, MKN evaluated several system optimizations identified by the City for feasibility and implementation.
Capital Improvement Program Development
MKN identified capital improvement projects over the Master Plan study period and developed a comprehensive 10-year CIP with cost opinions and a recommended execution schedule.
Master Plan Development
MKN prepared a draft and final draft of the Master Plan summarizing the efforts and results of the tasks described above.
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EVALUATION CRITERIA
City of Port Hueneme Water Master Plan Page | 2-1
2.0 EVALUATION CRITERIA
This section provides a summary of the design and evaluation criteria used to analyze the City’s existing water distribution system and proposed improvements to serve existing and future demands.
2.1 Supply Criteria
The adequacy of the City’s water supply was assessed based on the ability of the City’s supply source to meet existing and future demands. The PHWA water supply shall be adequate to serve the existing and future annual total production, as well as existing and future average day demand, maximum day demand, and peak hour demand instantaneous flow. Additionally, the combination of the PHWA water supply and emergency connections shall be adequate to serve maximum day demand plus fire flow instantaneous flow.
2.2 Pipeline Criteria
To analyze the adequacy of the existing water distribution pipelines to serve existing and future demands, the following pipeline criteria were evaluated during the analysis:
❑ ADD Conditions:
o Absolute minimum system pressure of 40 pounds per square inch (PSI) and maximum system pressure of 125 PSI (pressures above 80 PSI will require a pressure regulator per Uniform Plumbing Code)
o Recommended minimum system pressure of 50 PSI for long-term operation o Minimum pipeline velocity of 1 foot per second (ft/s) and maximum pipeline velocity 7 ft/s ❑ MDD and PHD Conditions:
o Minimum system pressure of 40 PSI and maximum system pressure of 125 PSI (service pressures above 80 PSI will require a pressure regulator as stated in the Uniform Plumbing Code) o Maximum pipeline velocity of 10 ft/s
o Recommended minimum system pressure of 50 PSI
o Friction losses no greater than 1 foot (ft)/100 ft
❑ MDD + FF Conditions
o Minimum residual pressure of 20 PSI
o Minimum zone pressure of 20 PSI
o Maximum pipeline velocity of 15 ft/s at fire flow event To meet pressure and velocity objectives, new pipelines shall be sized based on the following criteria:
❑ The minimum diameter for new pipelines shall be 8-inch (in) unless specific approval is given by the City and in any case no smaller than 6-in
❑ All pipelines shall be looped (excluding short cul-de-sac streets) with appropriate shut-off valves to prevent a pipeline outage from disrupting service to an area Agenda Item No. 10 Page 29 of 180 CC Agenda 05-18-2026
EVALUATION CRITERIA
City of Port Hueneme Water Master Plan Page | 2-2
2.3 Fire Flow Criteria
MKN developed fire flow criteria per guidance from Appendix B and Appendix BB of the 2022 California Fire Code.
Table 2-1 provides a summary of the fire flow analysis criteria established for this report.
Table 2-1: Fire Storage Requirements
Land Use
Required Flow
(GPM)
1 Duration
(hours)
Required Flow with Sprinkler System (GPM)
Residential Single Family2 1,000 1 500
Residential Multi-Family3 1,500 2 750
Commercial4 3,000 3
1,500 Industrial5 3,000 3
Public Facility6 4,000 4 Reduced by 75%, not to be less than 1,500 GPM Notes:
1. GPM = gallons per minute
2. Per Table B105.1(1). MKN assumed that all residential single-family buildings were less than 3,600 square feet (SF)
3. Per Table B105.1(2). MKN assumed that on average, all residential multi-family buildings in the City were approximately 5,900 SF and classified as Type II-B construction
4. Per Table B105.1(2). MKN assumed that on average, all commercial buildings in the City were 20,000 SF and classified as Type II-B construction
5. Per Table B105.1(2). MKN assumed that on average, all industrial buildings in the City were 20,000 SF and classified as Type II-B construction
6. Per Table BB105.1. MKN assumed that on average, all school buildings in the City were 80,000 SF and classified as Type II-A construction
2.4 Evaluation Criteria Summary
Table 2-2 provides a summary of the design criteria used to evaluate the existing water system facilities.
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EVALUATION CRITERIA
City of Port Hueneme Water Master Plan Page | 2-3
Table 2-2: Design Criteria Summary
Component Criteria
Supply
PHWA Meet ADD, MDD, and PHD
PHWA and Emergency Connections Meet MDD + FF
Pipeline
ADD Conditions
Minimum Pressure (PSI) 40
Recommended Minimum Pressure (PSI) 50
Maximum Pressure (PSI) 125
Maximum Velocity (ft/s) 7
MDD and PHD Conditions
Minimum Pressure (PSI) 40
City Preferred Minimum Pressure (PSI) 50
Maximum Pressure (PSI) 125
Maximum Velocity (ft/s) 10
MDD Plus FF Conditions
Minimum Residual Pressure (PSI) 20
Minimum Zone Pressure (PSI) 20
Maximum Velocity (ft/s) 20
New Pipelines
Minimum Pipeline Size 8-in diameter or larger (minimum 6- in with City approval)
Fire Flow Requirement (non-sprinklered)
Residential Single-Family 1,000 GPM at 1 hours
Residential Multi-Family 1,500 GPM at 2 hours
Commercial 3,000 GPM at 3 hours
Industrial 3,000 GPM at 3 hours
School 4,000 GPM at 4 hours
Fire Flow Requirement (sprinklered)
Residential Single-Family 500 GPM at 1/2 hour
Residential Multi-Family 750 GPM at 1 hour
Commercial 1,500 GPM at 2 hours
Industrial 1,500 GPM at 2 hours
School 1,500 GPM at 2 hours
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DISTRIBUTION SYSTEM OVERVIEW
City of Port Hueneme Water Master Plan Page | 3-1
3.0 DISTRIBUTION SYSTEM OVERVIEW
This section provides an overview of the City’s water distribution system.
3.1 Pressure Zone
Due to its small water service area and flat topography, the City’s water distribution system operates under a single closed zone. The hydraulic grade line (HGL) of the pressure zone is maintained through two primary supply connections from PHWA, with emergency supply available from four emergency connections and two standby groundwater wells. Figure 3-1 provides an overview of the City’s closed pressure zone and water infrastructure.
3.2 Groundwater Wells
The City owns three inoperable wells in the Oxnard Plain Groundwater Basin. Due to poor groundwater quality, seawater intrusion, and a lack of local treatment facilities, the City’s groundwater wells have not been in service since 1998, and the pumps and motors have been removed from each well. Table 3-1 provides a summary of the City’s groundwater wells.
Table 3-1: Groundwater Well Summary
Well No. Location
4A Evergreen Ln
5A Bard Rd & Park Ave
6A E Channel Islands Blvd & Madera Cir
Feasibility of rehabilitating the wells is evaluated in Chapter 8 of the Master Plan.
3.3 Supply Connections
The City’s primary source of water supply is from PHWA, which provides a high-quality blend of treated UWCD groundwater and CMWD imported water from PHWA’s Water Treatment Plant (WTP). The blended PHWA water supply is delivered to the City via a 24-in transmission main through two turnouts located on E Pleasant Valley Rd.
The City does not have a maximum allocation from PHWA. Table 3-2 provides a summary of the City’s two PHWA supply connections.
Table 3-2: PHWA Supply Connections
Facility Location
Valve
Size (in)
Delivery Capacity
CFS1 GPM
PHWA Supply Connection North N Ventura Dr & E Pleasant Valley Rd 12 10.5 4,700 PHWA Supply Connection South 4th Pl & E Pleasant Valley Rd 12 10.5 4,700 Notes:
1. CFS = cubic feet per second
Figure 3-1: Water Distribution System
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& &&
&&
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,&W
0 1250 2500
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Water Distribution System
Figure 3-1
O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
& PHWA Supply Connection
& Emergency Interconnection
,&W Groundwater Well
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
Kern StJackson St
M St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Patterson Rd
Anchor AveTiller AveSeaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
Wheelhouse Ave
PHWA Emergency
Interconnection
UWCD Emergency
Interconnection (North)
UWCD Emergency
Interconnection (South)
PHWA Supply
Connection (South)
PHWA Supply
Connection (North)
Well 5A
(Inactive)
Well 6A
(Standby)
CIBCSD Emergency
Interconnection
(COPH to CIBCSD Only)
Oxnard
Emergency
Interconnection
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DISTRIBUTION SYSTEM OVERVIEW
City of Port Hueneme Water Master Plan Page | 3-3
3.4 Emergency Connections (Flowing to City)
The City has four directional emergency connections with adjacent agencies in the event the City’s normal water supply is disrupted. The following provides a summary for each emergency connection:
❑ PHWA Emergency Connection – In the event the primary north and south PHWA supply connections are inoperable, the City has an additional emergency connection from PHWA’s 24-in transmission main to the City’s 10-inch water main located on Ponoma St.
❑ UWCD Emergency Connections (2) – The City has two emergency connections to UWCD’s 24-in transmission main on E Pleasant Valley Rd. The two emergency connections are located near the two PHWA supply connections at E Pleasant Valley Rd and Ventura Ave. However, they are currently considered nonoperational and must be manually turned to open ❑ City of Oxnard Emergency Connection – The City has an emergency connection to the City of Oxnard at W Channel Islands Blvd and Victoria Ave. This emergency connection is critical for redundancy and fire flow in the northern portion of the City’s water service, as only one 14-in pipeline connects the northern area to the remainder of the City’s water service area
Table 3-3 provides a summary of the City’s four emergency connections from other agencies.
Table 3-3: Emergency Connections (Flowing to City)
Facility Location
Valve
Size (in)
Delivery Capacity
CFS GPM
PHWA Emergency Connection E Pleasant Valley Rd &
Ponoma St 10 6.7 3,000
UWCD Emergency Connection North E Pleasant Valley Rd &
Ventura Dr 12 10.5 4,700
UWCD Emergency Connection South
4th Pl & E Pleasant Valley
Rd 12 10.5 4,700
City of Oxnard Emergency Connection W Channel Islands Blvd & Victoria Ave 8 6.2 2,800
3.5 Emergency Connections (Flowing from City)
The City has a directional emergency connection with the Channel Islands Beach Community Services District (CIBCSD) to provide water from the City in the event CIBCSD has an emergency. Table 3-4 provides a summary of the City’s one emergency connection to CIBCSD.
Table 3-4: Emergency Connections (Flowing from City)
Facility Location
Valve
Size (in)
Delivery Capacity
CFS GPM
CIBCSD Emergency Connection W Channel Islands Blvd &
Victoria Ave 12 10.5 4,700
3.6 Pipelines
The City’s existing water distribution system includes pipelines ranging in size from 2-in to 14-in diameter with a total of 46 miles of pipeline. Table 3-5 and Figure 3-2 provide a summary of the existing pipelines based on diameter within the water service area.
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Pipeline Diameter Map
Figure 3-2 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
& PHWA Supply Connection
& Emergency Interconnection
,&W Groundwater Well
Pipeline Diameter
2-inch
4-inch
6-inch
8-inch
10-inch
12-inch
14-inch
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
Kern StJackson St
M St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Patterson Rd
Anchor AveTiller AveSeaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
Wheelhouse Ave
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DISTRIBUTION SYSTEM OVERVIEW
City of Port Hueneme Water Master Plan Page | 3-5
Table 3-5: Pipeline Diameter Summary
Diameter (Inches)
Length
Feet Miles Percent
2 800 0.2 < 1%
4 1,730 0.3 < 1%
6 137,077 26.0 56%
8 58,756 11.1 24%
10 18,437 3.5 8%
12 20,180 3.8 8%
14 7,770 1.5 3%
Total 244,750 46.4 100%
Per Table 3-5, the City’s distribution system is primarily 6-in and 8-in (80%). Table 3-6 and Figure 3-3 provide a summary of the existing pipelines based on material within the water area.
Table 3-6: Pipeline Material Summary
Material
Length
Feet Miles Percent
Asbestos Cement (AC) 185,750 35.0 76%
Ductile Iron (DI) 7,830 1.5 3%
Polyvinyl Chloride (PVC) 38,317 7.8 17%
Cast Iron (CI) 12,853 2.1 4%
Total 244,750 46.4 100%
Per Table 3-6, the City’s distribution system is primarily AC pipeline (76%). Table 3-7 and Figure 3-4 provide a summary of the existing pipelines based on installation year within the water service area.
Table 3-7: Pipeline Installation Date Summary
Installation Date
Length
Feet Miles Percent
1940-50 21,123 3.6 8%
1950-60 40,010 7.6 16%
1960-70 73,940 14.0 30%
1970-80 56,570 10.6 23%
1980-90 18,140 3.4 7%
1990-00 21,190 4.2 9%
2000-10 6,510 1.2 3%
2010-20 5,340 1.0 2%
2020-Present 1,927 0.8 2%
Total 244,750 46.4 100%
Per Table 3-7, the City’s distribution system was primarily constructed between 1940 and 1980 (77%).
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&&
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,&W
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Pipeline Material Map
Figure 3-3 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
& PHWA Supply Connection
& Emergency Interconnection
,&W Groundwater Well
Pipeline Material
Asbestos Cement
Cast Iron
Ductile Iron
PVC
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
Kern StJackson St
M St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Patterson Rd
Anchor AveTiller AveSeaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
Wheelhouse Ave
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& &&
&&
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,&W
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Pipeline Installation Date Map
Figure 3-4 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
& PHWA Supply Connection
& Emergency Interconnection
,&W Groundwater Well
Pipeline Installation Date
1940
1950
1960
1970
1980
1990
2000
2010
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
Kern StJackson St
M St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Patterson Rd
Anchor AveTiller AveSeaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
Wheelhouse Ave
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Agenda Item No. 10 Page 46 of 180 CC Agenda 05-18-2026
LAND USE, ZONING, AND FUTURE DEVELOPMENT
City of Port Hueneme Water Master Plan Page | 4-1
4.0 LAND USE, ZONING, AND FUTURE DEVELOPMENT
This section provides an overview of the existing land use, zoning, and future development within the City’s water service area.
4.1 Land Use and Zoning
The City of Port Hueneme is nearly built out and provides potable water services to approximately 6,918 parcels (1,034 acres, not including roadways and City rights-of-way) within a water service area of approximately 1,311 acres. Serving a predominantly single family and multi-family residential community, the City provides water service to all parcels located within the City’s boundary excluding the Port Hueneme Navy Base. Table 4-1 provides an overview of the City’s existing land use in the water service area.
Table 4-1: Land Use within Water Service Area
Land Use1 Acreage2 % of Total
Single-Family Residential 318 31%
Multi-Family Residential 319 31%
Mixed Use 35 3%
Commercial 49 5%
Industrial 19 2%
Vacant 8 1%
Public Facilities 39 3%
Parks and Open Space 116 11%
Port 131 13%
Total 1,034 -
Notes:
1. Per land use mapping from the City of Port Hueneme 2045 General Plan
2. Acreage only accounts for parcel area and does not include roadways or other City rights-of-way Figure 4-1 provides an overview of the existing land uses within the City’s service area and Figure 4-2 provides an overview of existing zoning designations within the City’s service area.
4.2 Future Development
The City is primarily built-out; however, the City is anticipated to develop a portion of remaining vacant parcels and redevelop underutilized parcels for residential and commercial land uses. To estimate future residential and commercial development within the City’s service area, MKN coordinated with City staff and reviewed the following planning documents to develop a forecast for FY 2045/46:
❑ 2021 – 2029 Housing Element (October 2022)
❑ City-owned Vacant Properties Table (Undated)
❑ Accessory Dwelling Unit Ordinance (Ordinance No. 798) (June 2024)
4.2.1 2021 – 2029 Housing Element
Port Hueneme is required to prepare a Housing Element every eight years to identify and address housing needs, housing goals, policies, and programs. Based on forecasted growth of households in the City, the Regional Housing Needs Assessment (RHNA) determined that a minimum of 125 housing units should be constructed between 2021 and 2029. To meet the RHNA, the City identified two planned projects, five vacant sites, and eight underutilized sites (261 total housing units). A summary of residential development identified in the 2021 – 2029 Housing Element is provided in Table 4-2.
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Agenda Item No. 10 Page 48 of 180 CC Agenda 05-18-2026
0 1250 2500
1 inch = 2,500 Feet
Land Use Map
Figure 4-1 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Land Use
Single-Family Residential
Multi-Family Residential
Mixed Use
Commercial
Industrial
Vacant
Public Facilities
Port
Parks and Open Space
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker Dr
Lido Blvd
Madera Cir
Patterson Rd
Anchor AveTiller Ave
Seaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
Wheelhouse Ave
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Agenda Item No. 10 Page 50 of 180 CC Agenda 05-18-2026
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Zoning Designation Map
Figure 4-2 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Zoning
Single-Family Residential
Multi-Family Residential
Mixed Use
Commercial
Light Industrial
Park Reserve
Port
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker Dr
Lido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
Agenda Item No. 10 Page 51 of 180 CC Agenda 05-18-2026
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Agenda Item No. 10 Page 52 of 180 CC Agenda 05-18-2026
LAND USE, ZONING, AND FUTURE DEVELOPMENT
City of Port Hueneme Water Master Plan Page | 4-4
Table 4-2: 2021–2029 Housing Element Residential Development Project Name Acres Location Development Type1
Remaining
Housing
Units2
Planned Projects
Victoria Mixed-Use Project 4.49 South Victoria Ave Mixed Use 114 Habitat for Humanity 0.22 C St & San Pedro St Multi-Family Residential 0 Vacant Sites
APN 206-0-031-130 0.11 116 Pleasant Valley Rd Multi-Family Residential 2 APN 206-0-031-090 0.11 148 Pleasant Valley Rd Multi-Family Residential 2 APN 206-0-031-120 0.11 124 Pleasant Valley Rd Multi-Family Residential 2 APN 207-0-212-215 0.18 683 Hueneme Rd Multi-Family Residential 3 APN 207-0-212-225 0.18 701 Hueneme Rd Multi-Family Residential 3 Underutilized Sites (i.e. Redevelopment)
APN 206-0-031-170 0.32 140 Pleasant Valley Rd Multi-Family Residential 5 APN 206-0-031-080 0.22 156 Pleasant Valley Rd Multi-Family Residential 1 APN 207-0-212-195 0.47 645 Hueneme Rd Multi-Family Residential 7 APN 207-0-212-205 0.18 671 Hueneme Rd Multi-Family Residential 3 APN 207-0-212-235 0.18 711 Hueneme Rd Multi-Family Residential 3 APN 189-0-220-235 & -
275 1.31 2675 & 2655 Ventura Dr Mixed Use 20
APN 189-0-220-115 & -
065 5.48 2511 Ventura Dr & 351 Channel Islands Blvd Mixed Use 82 APN 189-0-220-265, -
285, & -245 0.94 2651, 2653, & 2671 Ventura Dr Mixed Use 14 Total 261
Notes:
1. Development specified in 2021 – 2029 Housing Element
2. Only housing units yet to be constructed were included in the future development total for the 2021 – 2029 Housing Element
A summary of commercial development identified in the 2021 – 2029 Housing Element is provided in Table 4-3.
Table 4-3: 2021–2029 Housing Element Commercial Development Project Name Acres Location
Development
Type1
Total Commercial
Development (SF)2
Planned Projects
Victoria Mixed-Use Project 4.49 South Victoria Ave Mixed Use 18,105 Total 18,105
Notes:
1. Development specified in 2021 – 2029 Housing Element
2. SF = square feet
4.2.2 City-Owned Vacant Properties
The City owns several vacant properties that can be developed or redeveloped into commercial projects. A detailed summary of City-owned vacant properties zoned for commercial development is provided in Table 4-4. City-owned vacant properties already identified in the 2021 – 2029 Housing Element were not included in this section.
Agenda Item No. 10 Page 53 of 180 CC Agenda 05-18-2026
LAND USE, ZONING, AND FUTURE DEVELOPMENT
City of Port Hueneme Water Master Plan Page | 4-5
Table 4-4: City-Owned Properties Zoned for Commercial Development Project Name
Lot
Area
(SF)
Location Existing Zoning
Maximum
Floor Area
Ratio
(FAR)1
Total
Commercial
Development
(SF)2
APN 206-0-094-050 9,100 245 East Port
Hueneme Road Commercial 0.55 5,005
APN 206-0-091-285 & -
305 82,976 E Scott St & Ponoma St Commercial 0.55 45,636 APN 206-0-100-340 63,884 Market St & E
Surfside Dr Commercial Special 0.55 35,136
Total 85,777
Notes:
1. FAR = Maximum floor area ratio (as defined in the City’s municipal zoning code)
2. Calculated as lot area * maximum floor area ratio
4.2.3 Accessory Dwelling Unit Ordinance (Ordinance No. 798) An Accessory Dwelling Unit (ADU) is an attached or detached residential unit that is accessory to a dwelling on the same lot that provides complete independent living facilities for one or more habitants. Per the 2021 – 2029 Housing Element, the City has historically experienced low to moderate ADU construction, with approximately 14 ADUs permitted from 2013 – 2024. However, the City anticipates continued ADU development over the Master Plan study period due to Ordinance No. 798 making ADU development more accessible for property owners.
In 2024, the City received 12 ADU applications, which translates to approximately 1 ADU per month. Per City direction, MKN assumed this trend would continue throughout the Master Plan study period. Since ADUs are currently only permitted in an underlying residential or mixed-use zoning classification, MKN also assumed all ADU construction would occur on single-family residential parcels, which are predominantly located in the central portion of the City’s water service area bound by E Clara St and Teakwood St. All ADU construction was assumed to occur in this “ADU overlay”. A summary of future ADU development is provided in Table 4-5.
Table 4-5: Accessory Dwelling Unit Future Residential Development Project Name Location Development Type
Total
Housing
Units
Future ADUs Central Portion of Water Service Area Single-Family Residential 240 Total 240
Notes:
1. Per City direction, MKN assumed 12 ADUs constructed per year over the study period
4.2.4 Future Development Summary
Future residential development will add 501 housing units within the City’s service area by FY 2045/46. Table 4-6 provides a summary of the total future residential development identified within the City’s service area.
Table 4-6: Future Residential Development Summary
Near-Term Development Housing Units
2021 – 2029 Housing Element 261
Accessory Dwelling Unit Ordinance 240
Total 501
Future commercial development will add 103,882 square feet of commercial space within the City’s service area by FY 2045/46. Table 4-7 provides a summary of the total future commercial development identified within the City’s service area.
Agenda Item No. 10 Page 54 of 180 CC Agenda 05-18-2026
LAND USE, ZONING, AND FUTURE DEVELOPMENT
City of Port Hueneme Water Master Plan Page | 4-6
Table 4-7: Future Commercial Development Summary
Near-Term Development Commercial Development (SF)
2021 – 2029 Housing Element 18,105
City-Owned Vacant Properties 85,777
Total 103,882
Figure 4-3 provides an overview of future development areas within the City’s service area.
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Agenda Item No. 10 Page 56 of 180 CC Agenda 05-18-2026
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Future Development Map
Figure 4-3 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Future Development Type
2021 - 2029 Housing Element
City-Owned Vacant Properties
ADU Overlay
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker Dr
Lido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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Agenda Item No. 10 Page 58 of 180 CC Agenda 05-18-2026
EXISTING AND PROJECTED WATER DEMANDS
City of Port Hueneme Water Master Plan Page | 5-1
5.0 EXISTING AND PROJECTED WATER DEMANDS
This section provides an overview of historical water usage, water demand conditions, and future water demand projections.
5.1 Historical Water Usage
MKN reviewed the City’s consumption reports for FY 2021/22 to FY 2023/24. Table 5-1 provides a summary of historical usage for residential, commercial, industrial, irrigation, and system losses.
Table 5-1: Historical Usage
Fiscal Year
Acre-Feet per Year (AFY)
SFR1 MFR2 IR3 CO4 IND5
Total
Demand
Total
Produced
Water
Loss
2023/24 806 381 235 151 9 1,582 1,671 90
2022/23 788 335 166 167 7 1,463 1,648 185
2021/22 871 369 345 180 8 1,773 1,926 153
3-Year Average 822 362 249 166 8 1,606 1,748 142
Notes:
1. SFR = Single-Family Residential
2. MFR = Multi-Family Residential
3. IR = Irrigation
4. CO = Commercial
5. IND = Industrial
Approximately 47% of the City’s water use is for single-family residential customers, 21% is for multi-family residential customers, 14% for irrigation, 9% for commercial, 8% is related to system water losses, and <1% for industrial. Figure 5-1 provides visualization of existing water demand by customer type.
Figure 5-1: Annual Average Water Usage by Type (FY 2021/22 through FY 2023/24) 47% 21%
9%
14%
8% <1%
Single-Family Residential
Multiple-Family Residential
Commercial
Irrigation
Water Loss
Industrial
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EXISTING AND PROJECTED WATER DEMANDS
City of Port Hueneme Water Master Plan Page | 5-2
Table 5-2 provides a summary of historical gallons per capita per day (GPCD) within the service area for FY 2021/22 through FY 2023/24 including gross water use and residential water use.
Table 5-2: Historical Gallons Per Capita Per Day
Fiscal
Year
Service
Area
Population1
Water
Production
(AFY)
Water
Production
(MGD)2
Gross
Water Use
(GPCD)
Metered
Residential
Use (MGD)
Residential
Water Use
(GPCD)
Residential
Water Use With
Losses (GPCD)
2023/24 23,680 1,671 1.49 63 1.06 45 48
2022/23 23,826 1,648 1.47 62 1.00 42 48
2021/22 23,972 1,926 1.72 72 1.11 46 50
Average 66 - 44 49
Note:
1. Service population was calculated by using the 2020 UWMP population projections for 2020 (23,607) and 2025 (24,336) and interpolating
2. MGD = million gallons per day
5.1.1 Non-Revenue Water
Based on a comparison of historical annual production and consumption reports (provided by the City), not all the water supplied to the distribution system generates revenue for the City. This water loss is commonly referred to as Non-Revenue Water and can generally be accounted for as part of a system-wide water audit. Based on the American Water Works Association (AWWA) Manual of Water Supply Practices M36 - Water Audits and Loss Control Programs, Non-Revenue Water includes unbilled authorized consumption, apparent losses, and real losses as defined below:
❑ Unbilled Authorized Consumption: Typically, authorized consumption by the utility that does not generate revenue and consists of the following:
o Unbilled Metered Consumption: Includes all uses that are metered but do not generate revenue for the utility.
o Unbilled Unmetered Consumption: Includes authorized uses by the utility that are not metered including reservoir draining, water quality testing, flushing water mains (hydrant flushing), firefighting, fire flow tests performed by the utility, and street cleaning. ❑ Apparent Losses: The nonphysical losses that occur when water is successfully delivered to the customer but is not measured or recorded accurately, consisting of the following:
o Unauthorized Consumption: Consumption that is not explicitly or implicitly authorized by the utility, commonly known as water theft.
o Customer Metering Inaccuracies: Inaccuracies in registering water consumption by retail customer meters.
o Systematic Data Handling Errors: Errors caused by accounting omissions, errant computer programming, data gaps, and data entry; inaccurate estimates used for accounts that fail to produce meter readings; and billing adjustments that manipulate billed consumption so as to generate a rightful financial credit in such a way that billed consumption does not reflect actual consumption.
❑ Real Losses: Physical water losses from the pressurized system (water mains and customer service connections) and the utility’s storage tanks, up to the point of customer consumption. In metered systems this is the customer meter, whereas in unmetered situations this is the first point of consumption (stop tap/tap) within the property.
Agenda Item No. 10 Page 60 of 180 CC Agenda 05-18-2026
EXISTING AND PROJECTED WATER DEMANDS
City of Port Hueneme Water Master Plan Page | 5-3
Based on the values shown in Table 5-1, the City’s Non-Revenue Water volume has ranged from 5% to 11% of total water produced annually.
5.2 Existing Water Demands
For this Master Plan, water production data for FY 2021/22 through FY 2023/24 (including water loss) was used to establish “existing” demand conditions for the City’s annual water use. The annual demands shown in Table 5-3 represent potable demands only.
Table 5-3: Existing Average Day Demand
Fiscal Year AFY MGD GPM
2023-2024 1,671 1.49 1,036
2022-2023 1,648 1.47 1,022
2021-2022 1,926 1.72 1,194
3-Year Average 1,748 1.56 1,084
Three demand conditions were used to assess the existing water distribution system including average day demand, maximum day demand, and peak hour demand. The following provides a brief description of each demand condition used throughout the Master Plan.
5.2.1 Average Day Demand
ADD is the total annual water usage averaged over the course of a year. This demand condition was developed using monthly production records for FY 2021/22 through 2023/24 and averaging annual production. Using this approach, the ADD for the City was estimated to be 1.56 MGD or 1,084 GPM.
5.2.2 Maximum Day Demand
The MDD represents the demand associated with the 24-hour period exhibiting the single highest demand for the entire year. For most agencies, MDD typically occurs during the summer due to increased irrigation demand but can vary. A peaking factor for MDD was determined by identifying the maximum day of production and comparing the maximum day to the average day of production for that year. Based on water production records for FY 2021/22 through 2023/24, a MDD of 2.13 MGD was observed on July 1st, 2021, compared to the City’s 2021 calendar year ADD of 1.70 MGD. This yields a MDD peaking factor of 1.25. Using this approach, the existing MDD for the City was estimated to be 1.95 MGD or 1,355 GPM.
5.2.3 Peak Hour Demand
The PHD is determined by the highest hourly demand within an existing water system based on the best available system monitoring information. A peaking factor of 1.50 x MDD was selected per guidance from the California Code of Regulations Title 22, §64554. Using this approach, the PHD for the City was estimated to be 2.93 MGD or 2,032 GPM.
5.2.4 Existing Demand Summary
Table 5-4 provides a summary of the existing demand conditions and peaking factors used for the Master Plan.
Table 5-4: Existing Demands & Peaking Factors
Demand Condition AFY MGD GPM Peaking Factor
Average Day 1,748 1.56 1,084 -
Maximum Day 2,185 1.95 1,355 1.25 x ADD
Peak Hour 3,286 2.93 2,037 1.88 x ADD1
Notes:
1. 1.5 x MDD
Agenda Item No. 10 Page 61 of 180 CC Agenda 05-18-2026
EXISTING AND PROJECTED WATER DEMANDS
City of Port Hueneme Water Master Plan Page | 5-4
5.3 Future Water Demands
MKN estimated the water demands associated with the 2021 – 2029 Housing Element development, City-Owned Vacant Property development, and ADU development to forecast the City’s future water demand for FY 2045/46.
To calculate water demands, MKN used the single-family and multi-family residential gallons per capita per day and commercial gallons per square foot per day water use factors defined in Table 5-5. While its possible future water use may see reduction due to City water conservation efforts, the City’s existing MKN assumed that the City’s water use factors would remain unchanged over the Master Plan study period to maintain a conservative future demand projection.
Table 5-5: Water Use Demand Factors
Use Type Existing Demand Factor Future Demand Factor
Residential1 49 gallons/capita/day 49 gallons/capita/day Commercial2 0.0631 gallons/SF/day 0.0631 gallons/SF/day Notes:
1. Average residential water use with losses per Table 5-2
2. Unit flow factor for commercial land use in the 2011 Water Master Plan, Table 4-6
5.3.1 2021 – 2029 Housing Element
To estimate future demands associated with 2021 – 2029 Housing Element residential development, MKN used the housing units estimates from Table 4-2 and the residential water use factorlisted in Table 5-5. A summary of the estimated water demands associated with 2021 – 2029 Housing Element residential development is shown in Table 5-6.
Table 5-6: Estimated Future Water Demand for 2021 – 2029 Housing Element Residential Development Site Identification
Housing
Units
Estimated
Population1
Average Day
Demand (GPM)
2 Average Day
Demand (AFY)
Planned Projects
Victoria Mixed-Use Project 114 342 11.7 19.0
Vacant Sites
APN 206-0-031-130 2 6 0.2 0.3
APN 206-0-031-090 2 6 0.2 0.3
APN 206-0-031-120 2 6 0.2 0.3
APN 207-0-212-215 3 9 0.3 0.5
APN 207-0-212-225 3 9 0.3 0.5
Underutilized Sites (i.e. Redevelopment)
APN 206-0-031-170 5 15 0.5 0.8
APN 206-0-031-080 1 3 0.1 0.2
APN 207-0-212-195 7 21 0.7 1.1
APN 207-0-212-205 3 9 0.3 0.5
APN 207-0-212-235 3 9 0.3 0.5
APN 189-0-220-235 & -275 20 60 2.0 3.2
APN 189-0-220-115 & -065 82 246 8.4 13.5
APN 189-0-220-265, -285, & -245 14 42 1.4 2.3
Total 261 783 26.6 43.0
Notes:
1. Estimated population assumes 3 persons per housing unit per the US Census for the City of Port Hueneme (2020)
2. Future water use demand factor of 49 gallons/capita/day used To estimate future demands associated with 2021 – 2029 Housing Element commercial development, MKN used the commercial square footage estimate from Table 4-3 and the commercial water use factor listed in Table 5-5. A summary Agenda Item No. 10 Page 62 of 180 CC Agenda 05-18-2026
EXISTING AND PROJECTED WATER DEMANDS
City of Port Hueneme Water Master Plan Page | 5-5
of the estimated water demands associated with 2021 – 2029 Housing Element commercial development is shown in Table 5-7.
Table 5-7: Estimated Future Water Demand for 2021 – 2029 Housing Element Commercial Development Site Identification
Commercial
Development (SF)
Average Day Demand
(GPM)
1 Average Day Demand
(AFY)
Planned Projects
Victoria Mixed-Use Project 18,105 0.8 1.3
Total 18,105 0.8 1.3
Note:
1. Future water use demand factor of 0.0631 gallons/SF/day used
5.3.2 City-Owned Vacant Properties
To estimate future demands associated with city-owned vacant commercial development, MKN used the commercial square footage estimate from Table 4-4 and the commercial water use factor listed in Table 5-5. A summary of the estimated water demands associated with city-owned vacant commercial development is shown in Table 5-8.
Table 5-8: Estimated Future Water Demand for City-0wned Vacant Property Commercial Development Site Identification
Commercial
Development (SF)
Average Day Demand
(GPM)
1 Average Day Demand
(AFY)
APN 206-0-094-050 5,005 0.2 0.4
APN 206-0-091-285 & -305 45,636 2.0 3.2
APN 206-0-100-340 35,136 1.6 2.5
Total 85,777 3.8 6.1
Note:
1. Future water use demand factor of 0.0631 gallons/SF/day used
5.3.3 Accessory Dwelling Unit Ordinance (Ordinance No. 798) To estimate future demands associated with ADU development, MKN used the housing unit estimate from Table 4- 5 and the residential water use factor listed in Table 5-5. A summary of the estimated water demands associated with ADU development is shown in Table 5-9.
Table 5-9: Estimated Future Water Demand for ADU Development Site Identification
Housing
Units
Estimated
Population1
Average Day
Demand (GPM)
2 Average Day
Demand (AFY)
Future ADU Development 240 720 24.5 39.5
Total 240 720 24.5 39.5
Notes:
1. Estimated population assumes 3 persons per housing unit per the US Census for the City of Port Hueneme (2020)
2. Future water use demand factor of 49 gallons/capita/day used
5.3.4 Future Demand Summary
Table 5-10 provides a summary of the future average day demand within the City water service area out to FY 2045/46 based on future residential and commercial development from the 2021 – 2029 Housing Element, Cityowned vacant properties, and ADU ordinance.
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EXISTING AND PROJECTED WATER DEMANDS
City of Port Hueneme Water Master Plan Page | 5-6
Table 5-10: Future Average Day Demand
Demand AFY MGD GPM
Existing 1,748 1.56 1,084
2021 – 2029 Housing Element 44 0.04 27
City-Owned Vacant Properties 6 < 0.01 4
ADU Ordinance 40 0.04 25
Total 1,831 1.64 1,140
Per Table 5-10, the City’s water demand will increase by 3% over the Master Plan study period, which aligns with the assessment that the City is mostly built out. Table 5-11 provides a summary of future water demand for ADD, MDD, and PHD conditions.
Table 5-11: Future Demands & Peaking Factors
Demand Condition AFY MGD GPM Peaking Factor
Average Day 1,831 1.64 1,140 -
Maximum Day 2,289 2.05 1,425 1.25 x ADD
Peak Hour 3,433 3.08 2,138 1.88 x MDD1
Notes:
1. 1.5 x MDD
Agenda Item No. 10 Page 64 of 180 CC Agenda 05-18-2026
HYDRAULIC COMPUTER MODEL
City of Port Hueneme Water Master Plan Page | 6-1
6.0 HYDRAULIC COMPUTER MODEL
This section provides an overview of the City of Port Hueneme’s hydraulic model development and system validation.
6.1 Hydraulic Model Development
A hydraulic model was prepared using the Bentley WaterCAD software to simulate the operation of the existing water distribution system. To evaluate water main capacity and system pressures under existing and future average day demand, maximum day demand, peak hour demand, and maximum day demand plus fire flow, MKN used the Hazen-Williams formula as the basis for calculating flow distribution and pressure. To develop the hydraulic model, MKN first converted the City’s 2014 water atlas into the following GIS shapefiles:
❑ Water main pipeline
❑ Supply connections
❑ Emergency interconnections
❑ Groundwater wells
❑ Fire hydrants
In addition to the infrastructure from the City’s 2014 water atlas, MKN created a junction GIS shapefile, with junction nodes added to every pipeline intersection, pipeline material transition, pipeline diameter transition, pipeline installation date transition, and hydrant location. Elevations were assigned to each junction node using the County of Ventura’s 5-foot interval topography contours. All GIS shapefiles were then exported from the City’s new GIS database and loaded into WaterCAD using the Model Builder tool. With the GIS shapefiles in the hydraulic model, MKN allocated water demand to junction nodes, created steady-state scenarios, input operational model settings, and verified pressure results against fire flow field testing data provided by the City to calibrate the model.
6.2 Water Demand Allocation
The City provided an export from the existing water billing system that included water consumption and the location of active billing accounts. To allocate existing water demands within the hydraulic model, MKN used historical monthly billing data to determine the proportion of existing ADD, MDD, and PHD that should be allocated to each active billing account. Then, existing demand from the active billing accounts were assigned to the nearest pipeline junction in the hydraulic model. Future water demands were assigned to the nearest pipeline junction node based on the location of future developments identified in Section 4.2.
6.3 Hydraulic Model Scenarios
The following steady-state model simulations were completed as part of the Master Plan to evaluate pipeline capacities to serve existing and future demands:
❑ Existing Demand (5 Total)
o ADD
o MDD
o PHD
o MDD+FF
o MDD+FF and Existing CIP
❑ Future Demand (FY 2045/46) (5 Total)
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HYDRAULIC COMPUTER MODEL
City of Port Hueneme Water Master Plan Page | 6-2
o ADD
o MDD
o PHD
o MDD+FF and Existing CIP
o MDD+FF, Existing CIP and Future CIP
6.4 Model Settings
MKN configured the following parameters within the hydraulic model for a steady state analysis:
❑ Pipeline Hazen-William’s roughness coefficient factors ❑ Supply connection pressure settings
❑ Emergency interconnection pressure settings
MKN used the Hazen-Williams formula for pressure pipe system calculations. Table 6-1 provides a summary of the Hazen-Williams roughness coefficient factors that were selected for the hydraulic model. For City pipeline materials consisting of different materials and installation dates, a range of roughness coefficients were applied. Smaller diameters and older installation dates corresponded with lower roughness coefficients. Compared to industry standard roughness coefficient ranges, the selected roughness coefficient values are on the low end of the spectrum and represent a conservative modeling approach. However, the selected roughness coefficients yielded the best hydraulic model pressure verification results.
Table 6-1: Hazen-Williams Pipe Roughness Factors Used in Hydraulic Model Material Roughness Coefficient
Asbestos Cement (AC) 90 – 120
Cast Iron (CI) 40 - 50
Ductile Iron (DI) 85
Polyvinyl Chloride (PVC) 110 – 130
New Pipeline – Assumed PVC 130
The City’s north and south PHWA supply connections are the primary source of water supply and maintain the City’s pressure. Table 6-2 provides the pressure settings for the two supply connections in the hydraulic model.
Table 6-2: PHWA Supply Connection Hydraulic Model Settings PHWA Supply Connection Pressure Setting (PSI)
North 50 South
Notes:
1. PSI = Pounds per square inch
In addition to the City’s primary PHWA supply connections, there are four emergency interconnections to the City if the primary supply connections are inoperable or there is an emergency (e.g. fire flow scenario). Table 6-3 provides the pressure settings for the four emergency connections in the hydraulic model.
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HYDRAULIC COMPUTER MODEL
City of Port Hueneme Water Master Plan Page | 6-3
Table 6-3: Emergency Connection Model Settings
Emergency Interconnection Pressure Setting (PSI)
City of Oxnard Emergency Connection 30
UWCD Emergency Connection North Closed Valve1
UWCD Emergency Connection South Closed Valve1
PHWA Emergency Connection Unknown2
Notes:
1. UWCD emergency connections are controlled manually by an open/closed valve with no pressure control, assumed offline in hydraulic model
2. Assumed initially offline in hydraulic model
6.5 Hydraulic Model Pressure Verification
To validate system pressures and model settings in the hydraulic model, the City performed 12 fire hydrant flow tests at designated locations throughout the water distribution system in December 2024. During the fire hydrant flow testing, the following was recorded:
❑ Location
❑ Date and time
❑ Identification of residual hydrant and flow hydrant
❑ Static pressure of residual hydrant prior to test
❑ Residual pressure at residual hydrant during test
❑ Observed flow at flow hydrant during test
Figure 6-1 provides an overview of the fire hydrant flow test locations and Appendix A provides the detailed fire hydrant flow test results for each test location. To compare against the hydraulic model, MKN modeled the system under existing ADD, which is representative of the conditions during the day of fire hydrant flow testing. Table 6-4 provides a comparison of the field versus model pressure results for static and residual pressures at the residual hydrant.
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0 1250 2500
1 inch = 2,500 Feet
Fire Hydrant Flow Test Locations
Figure 6-1
O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
Residual Hydrant Node
Flow Hydrant Node
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker Dr
Lido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor Ave
Tiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
1 2
3 4
5 6
7 8
9 10
11 12
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HYDRAULIC COMPUTER MODEL
City of Port Hueneme Water Master Plan Page | 6-5
Table 6-4: Model Calibration Results
Fire
Hydrant
Flow
Test
No.
Flow
Hydrant
Junction
ID
Flow
Hydrant
Test
Flow
(GPM)
Residual
Hydrant
Junction
ID
Residual Hydrant Static
Pressure Before Test
(PSI)
Residual Hydrant Residual Pressure During
Test (PSI)
Field Model
Pressure
Percent
Delta1
Field
Field
Pressure
Drop2
Model
Model
Pressure
Drop2
Pressure
Drop
Delta3
1 J-285 750 J-71 50 50 0% 32 18 37 13 5
2 J-554 600 J-147 45 46 2% 33 12 37 9 3
3 J-450 750 J-567 43 45 5% 35 8 34 11 3
4 J-576 800 J-579 45 45 0% 35 10 30 15 5
5 J-600 650 J-589 50 46 8% 32 18 39 7 11
6 J-605 840 J-612 50 49 2% 40 10 38 11 1
7 J-466 960 J-460 55 51 7% 40 15 43 8 7
8 J-635 840 J-399 50 49 2% 40 10 43 6 4
9 J-645 840 J-498 50 50 0% 40 10 43 7 3
10 J-724 920 J-163 50 50 0% 35 15 36 14 1
11 J-513 650 J-723 50 50 0% 30 20 42 8 12
12 J-686 880 J-685 55 52 5% 40 15 44 8 7
Average Percent Delta (%) 3% Average Pressure Drop Delta (PSI) 5 Notes:
1. Percentage difference between residual hydrant field and model static pressure, reported as an absolute value
2. Difference between the residual hydrant static pressure before test and the residual hydrant residual pressure during test
3. PSI difference between residual hydrant field and model pressure drop, reported as an absolute value
4. ID = Identification
5. GPM = Gallons per minute
6. PSI = Pounds per square inch
The modeled static pressures for 10 out of the 12 residual hydrants had differences less than or equal to 5% when compared to field static pressures, and all 12 residual hydrants had differences less than 10%. In a typical static pressure hydraulic model calibration, differences of 5% or less are indicative of an accurate hydraulic model during steady state ADD, MDD, and PHD. There are several unknown variables that can result in static pressure outliers in the hydraulic model, such as differing pipeline invert elevations or fire hydrant elevations, partially closed or closed valves, or non-uniform pipeline conditions. While two locations had a static pressure difference greater than 5%, the hydraulic model achieved an average static pressure difference of 3%. Therefore, the hydraulic model was considered well calibrated and representative of the system for existing and future ADD, MDD, and PHD.
Modeled residual pressure drops for 8 out of the 12 residual hydrants had differences less than or equal to 5 PSI when compared to field residual pressure drops. Two residual hydrants had differences of 7 PSI, one residual hydrant had a difference of 11 PSI, and one residual hydrant had a difference of 12 PSI. There are several unknown variables that can result in residual pressure drop outliers in the hydraulic model, such as differing pipeline invert elevations, fire hydrant elevations, partially closed or closed valves, or non-uniform pipeline condition. While four locations had a residual pressure drop difference greater than 5 PSI, the hydraulic model achieved an average residual pressure drop difference of 5 PSI. Therefore, the hydraulic model was considered well calibrated and representative of the system for existing and future MDD+FF.
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OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-1
7.0 WATER SYSTEM EVALUATION
This section provides an overview of the water system evaluation completed for the City of Port Hueneme existing water supply and distribution infrastructure to serve existing and future water demand.
7.1 Supply Analysis
The City’s primary source of water supply is from PHWA, which provides a high-quality blend of treated UWCD groundwater and CMWD imported water from PHWA’s WTP. Per Section 2.1, the City’s PHWA water supply allocation shall be adequate to meet the City’s existing and future annual average day demand supply. Additionally, the City’s water supply flow capacity shall be adequate to meet existing and future ADD, MDD, PHD, and MDD+FF with the largest supply facility out of service. The City of Oxnard emergency connection shall be considered towards supply flow capacity for MDD+FF. Table 7-1 provides a summary of the City’s existing and future water supply requirements per Section 5.
Table 7-1: Existing and Future Water Supply Requirements Scenario
Required Annual ADD Supply
(AFY)
Required Flow (GPM)
MDD PHD MDD+FF
Existing 1,748 1,355 2,037 6,0371
Future 1,831 1,425 2,138 6,1381
Notes:
1. MDD plus 4,000 GPM school fire flow demand
Per City staff input, the City does not have a maximum water allocation from PHWA and has an adequate water supply to meet existing and future annual ADD production. Table 7-2 provides a summary of the water supply flow capacity analysis performed for existing and future demand with the largest supply facility out of service.
Table 7-2: Water Supply Flow Capacity Analysis with Largest Supply Facility Offline Scenario
Flow
Condition
Required
Flow (GPM)
Primary Supply Sources (GPM)
City of Oxnard
Emergency
Connection2
Total
Available
Supply
(GPM)
Supply
Surplus /
(Deficit)
(GPM)
PHWA Supply
Connection
North
PHWA Supply
Connection
South1
Existing
MDD 1,355 4,700 - - 4,700 3,345
PHD 2,037 4,700 - - 4,700 2,663
MDD+FF 6,037 4,700 - 2,800 7,500 1,463
Future
MDD 1,425 4,700 - - 4,700 3,275
PHD 2,138 4,700 - - 4,700 2,562
MDD+FF 6,138 4,700 - 2,800 7,500 1,362
Notes:
1. Considered the largest facility and assumed offline for the purpose of this analysis
2. Only included for the MDD+FF flow condition
Per Table 7-2, the City has adequate water supply capacity to meet existing and future ADD, MDD, PHD, and MDD+FF with the largest supply facility out of service.
7.2 Existing Distribution System Analysis
MKN evaluated the distribution system in the hydraulic model under existing ADD, MDD, and PHD to identify any low-pressure areas, high-pressure areas, and/or high-velocity pipelines. Figure 7-1 and Figure 7-2 provide a summary of system pressures during existing ADD and PHD, respectively. Figure 7-3 and Figure 7-4 provide an overview of pipeline velocity during existing ADD and PHD, respectively.
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1 inch = 2,500 Feet
Existing ADD System Pressures
Figure 7-1 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
Junction Node Pressure
35.0 to 37.5 PSI
37.5 to 40.0 PSI
40.0 to 42.5 PSI
42.5 to 45.0 PSI
45.0 to 47.5 PSI
47.5 to 50.0 PSI
50.0 to 52.5 PSI
52.5 to 55.0 PSI
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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0 1250 2500
1 inch = 2,500 Feet
Existing PHD System Pressures
Figure 7-2 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
Junction Node Pressure
35.0 to 37.5 PSI
37.5 to 40.0 PSI
40.0 to 42.5 PSI
42.5 to 45.0 PSI
45.0 to 47.5 PSI
47.5 to 50.0 PSI
50.0 to 52.5 PSI
52.5 to 55.0 PSI
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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1 inch = 2,500 Feet
Existing ADD Pipeline Velocities
Figure 7-3 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline Velocity
0 to 0.5 ft/s
0.5 to 1.0 ft/s
1.0 to 1.5 ft/s
1.5 to 2.0 ft/s
2.0 to 2.5 ft/s
2.5 to 3.0 ft/s
3.0 to 3.5 ft/s
3.5 to 4.0 ft/s
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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0 1250 2500
1 inch = 2,500 Feet
Existing PHD Pipeline Velocities
Figure 7-4 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline Velocity
0 to 0.5 ft/s
0.5 to 1.0 ft/s
1.0 to 1.5 ft/s
1.5 to 2.0 ft/s
2.0 to 2.5 ft/s
2.5 to 3.0 ft/s
3.0 to 3.5 ft/s
3.5 to 4.0 ft/s
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-6
Table 7-3 provides a summary of minimum, maximum, and average system pressure for existing flow conditions, as well as maximum pipeline velocity.
Table 7-3: Existing System Pressure and Maximum Velocity Summary Flow Condition
Pressure (PSI) Maximum
Minimum Average Maximum Velocity (ft/s)
ADD 43 48 53 2.0
MDD 42 47 52 2.5
PHD 38 44 50 3.7
For the existing scenario, the City’s water distribution system is within the evaluation criteria for maximum pipeline velocity and maximum system pressure. However, the City’s water distribution system violates the minimum system pressure evaluation criteria of 40 PSI during existing PHD. Per Figure 7-2, low pressure deficiencies are concentrated in the northeast corner of the City’s service area, with one additional low-pressure deficiency located at a high point in the southernmost portion of the City’s service area. To resolve the low-pressure deficiencies, the City could raise the pressure set point of the two PHWA supply connections. Table 7-4 provides pressure set points to meet the low-pressure evaluation criteria during existing PHD.
Table 7-4: Modified PHWA Supply Connection Pressure Set Points for Existing Scenario Low Pressure Evaluation
Criteria
Minimum System Pressure Target
(PSI)
Required PHWA Supply Connection
Pressure Set Point (PSI)
Absolute Minimum 40 52
Recommended Minimum 50 62
7.3 Future Distribution System Analysis
MKN evaluated the distribution system in the hydraulic model under future ADD, MDD, and PHD to identify lowpressure areas, high-pressure areas, and/or high-velocity pipelines. Figure 7-5 and Figure 7-6 provide a summary of system pressures during existing ADD and PHD, respectively. Figure 7-7 and Figure 7-8 provide an overview of pipeline velocity during existing ADD and PHD, respectively.
Table 7-5 provides a summary of minimum, maximum, and average system pressure for existing flow conditions, as well as maximum pipeline velocity.
Table 7-5: Future System Pressure and Maximum Velocity Summary Flow Condition
Pressure (PSI) Maximum
Minimum Average Maximum Velocity (ft/s)
ADD 43 48 53 2.1
MDD 41 47 52 2.6
PHD 37 44 50 3.9
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0 1250 2500
1 inch = 2,500 Feet
Future ADD System Pressures
Figure 7-5 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
Junction Node Pressure
35.0 to 37.5 PSI
37.5 to 40.0 PSI
40.0 to 42.5 PSI
42.5 to 45.0 PSI
45.0 to 47.5 PSI
47.5 to 50.0 PSI
50.0 to 52.5 PSI
52.5 to 55.0 PSI
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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0 1250 2500
1 inch = 2,500 Feet
Future PHD System Pressures
Figure 7-6 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
Junction Node Pressure
35.0 to 37.5 PSI
37.5 to 40.0 PSI
40.0 to 42.5 PSI
42.5 to 45.0 PSI
45.0 to 47.5 PSI
47.5 to 50.0 PSI
50.0 to 52.5 PSI
52.5 to 55.0 PSI
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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0 1250 2500
1 inch = 2,500 Feet
Future ADD Pipeline Velocities
Figure 7-7 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline Velocity
0 to 0.5 ft/s
0.5 to 1.0 ft/s
1.0 to 1.5 ft/s
1.5 to 2.0 ft/s
2.0 to 2.5 ft/s
2.5 to 3.0 ft/s
3.0 to 3.5 ft/s
3.5 to 4.0 ft/s
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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0 1250 2500
1 inch = 2,500 Feet
Future PHD Pipeline Velocities
Figure 7-8 O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline Velocity
0 to 0.5 ft/s
0.5 to 1.0 ft/s
1.0 to 1.5 ft/s
1.5 to 2.0 ft/s
2.0 to 2.5 ft/s
2.5 to 3.0 ft/s
3.0 to 3.5 ft/s
3.5 to 4.0 ft/s
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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City of Port Hueneme Water Master Plan Page | 7-11
For the future scenario, the City’s water distribution system is within the evaluation criteria for maximum pipeline velocity and maximum system pressure. However, the City’s water distribution system violates the minimum system pressure evaluation criteria of 40 PSI during future PHD. Per Figure 7-8, low pressure deficiencies are concentrated in the northeast corner of the City’s service area, the central northernmost portion of the City’s area, and the southernmost portion of the City’s service area. To resolve the low-pressure deficiencies, the City could raise the pressure set point of the two PHWA supply connections. Table 7-6 provides pressure set points to meet the lowpressure evaluation criteria during future PHD.
Table 7-6: Modified PHWA Supply Connection Pressure Set Points for Future Scenario Low Pressure Evaluation
Criteria
Minimum System Pressure Target
(PSI)
Required PHWA Supply Connection
Pressure Set Point (PSI)
Absolute Minimum 40 53
Recommended Minimum 50 63
7.4 Fire Flow Analysis Overview
Table 7-7 provides a summary of the fire flow requirements based on the land use category assigned to each fire hydrant node within the hydraulic model. Figure 7-9 identifies the required fire flow for each fire hydrant per guidance from Appendix B and Appendix BB of the 2022 California Fire Code.
Table 7-7: Fire Hydraulic Model Fire Flow Requirements
Land Use
Required Fire Flow, NonSprinklered (GPM) Required Fire Flow, Sprinklered (GPM)
Single-Family Residential (SFR) 1,000 500
Multi-Family Residential (MFR) 1,500 750
Commercial (COM) 3,000 1,500
Industrial (IND) 3,000 1,500
School (S) 4,000 1,500
To evaluate MDD+FF, MKN configured the automated system-wide fire flow analysis tool within WaterCAD. All fire hydrant nodes within the hydraulic model were assigned a required fire flow based on land use classification. Since the fire sprinkler status of buildings in the City’s service area was unknown during the fire flow analysis, all fire hydrant nodes were assigned the non-sprinklered required fire flow corresponding to the fire hydrant node’s land use served. When the simulation was performed, a single fire flow was simulated at each fire hydrant node while ensuring that residual pressure remained greater than 20 PSI, system pressure remained greater than 20 PSI, and pipe flow velocity did not exceed 20 ft/s. If the minimum residual, minimum system pressure, or maximum pipe flow velocity was not met, WaterCAD identified the available fire flow while maintaining the evaluation criteria. This reduction in fire flow was used to identify system deficiencies. Figure 7-10 provides an overview of the WaterCAD automated fire flow methodology used to determine system deficiencies, verify the accuracy of the model results, provide operational modifications to address deficiencies, and/or recommend infrastructure improvements to address deficiencies.
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Agenda Item No. 10 Page 94 of 180 CC Agenda 05-18-2026
0 1250 2500
1 inch = 2,500 Feet
Required Fire Flow for City Fire Hydrants
Figure 7-9
O
City of Port Hueneme
Water Master Plan
Hydrant Node
SFR, Non-Sprinklered (1,000 GPM)
MFR, Non-Sprinklered (1,500 GPM)
COM, Non-Sprinklered (3,000 GPM)
IND, Non-Sprinklered (3,000 GPM)
S, Non-Sprinklered (4,000 GPM)
City Boundary
Water Service Area
Pipeline Ocean View Dr Ventura Rd
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma St
Second St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker Dr
Lido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor Ave
Tiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-13
Figure 7-10: WaterCAD Automated Fire Flow Methodology
Assign Fire Hydrants Throughout Water Model Nodes Step 1 •Assigned fire hydrant nodes with SFR, MFR, COM, IND and S designations •Excluded fire hydrants located on private propertied
Create Fire Flow Selection Sets Step 2
•Created selection sets for SFR, MFR, COM, IND and S fire hydrant nodes •Combined selection set into one fire flow selection set Configure Initial Hydraulic Model Operational Settings Step 3 •Set PHWA supply connection to 50 PSI
•Set City of Oxnard connection to 30 PSI
Run First Pass of Automated Fire Flow Analysis Step 4
•Identified potential fire hydrant deficiencies from evaluation of 420 fire hydrant nodes •Verified that nodes were adjacent to fire hydrants and corrected land use designations as needed Adjust Operational Settings to Resolve Deficiencies Step 5 •Adjusted pressure set point of City of Oxnard emergency connection and PHWA supply connections •Activated UWCD connection and adjusted pressure set point Implement Infrastructure Improvements to Resolve Remaining Deficiencies Step 6 •Resolved remaining fire flow deficiencies via infrastructure improvements •Infrastructure improvements included pipeline upsizing and new pipeline installation Run Second Pass of Automated Fire Flow Analsis to Confirm Recommendations Step 7 •Conducted fire flow analysis with recommended operational changes and infrastructure improvements in place •Verified that all fire hydrant deficiencies were resolved Agenda Item No. 10 Page 97 of 180 CC Agenda 05-18-2026
OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-14
7.5 Existing Fire Flow Analysis
This section provides an overview of the existing fire flow analysis, including identification of fire flow deficiencies and recommended operational and/or infrastructure improvements to resolve fire flow deficiencies.
7.5.1 Existing Fire Flow Analysis Results
Flow deficiencies identified in the hydraulic model were categorized as one or more of the following:
❑ Residual Pressure Deficiency (RPD): When a fire flow event is applied at a fire hydrant node and the fire hydrant node cannot meet the minimum residual pressure of 20 PSI ❑ Zone Pressure Deficiency (ZPD): When a fire flow event is applied at a fire hydrant node and other junction nodes in the system cannot meet a minimum zone pressure of 20 PSI ❑ Velocity Deficiency (VD): When a fire flow event is applied at a fire hydrant node and any pipeline within the system experiences a pipeline velocity greater than 20 ft/s Figure 7-11 summarizes the total observed residual pressure, zone pressure, and/or velocity fire flow deficiencies for the City’s system under existing MDD+FF.
Figure 7-11: Existing Fire Flow Deficiencies by Deficiency Type Per Table 7-8, the automated fire flow evaluation in the hydraulic model identified 151 fire hydrant nodes (36% of all fire hydrant nodes) with one or more deficiencies. Appendix B provides a detailed summary of the fire flow deficiencies under existing MDD+FF. Figure 7-12 identifies the location of the fire flow deficiencies by deficiency type for existing MDD+FF.
7.5.2 Existing Fire Flow Operational Recommendations and Results Per Figure 7-10, operational changes were identified first to resolve fire flow deficiencies. MKN activated the PHWA emergency connection located at the intersection of W Pleasant Valley Rd and Ponoma St. Since this emergency connection does not have a known pressure set point, MKN selected a pressure set point of 45 PSI. This pressure set point was selected by reviewing the system pressure downstream of the valve during future PHD (47 PSI) and setting it to 2 PSI below the observed pressure to ensure it does not open during non-emergency conditions. 32 3
95 21
RPD
ZPD
RPD & ZPD
RPD, ZPD, & VD
151
Fire Flow
Deficiencies
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1 inch = 2,500 Feet
Existing MDD+FF Results
Figure 7-12
O
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
Hydrant Node Results
Passed (269)
RPD
ZPD
RPD & ZPD
RPD, ZPD, & VD
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker DrLido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor AveTiller AveSeaside DrJetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-16
Figure 7-13 provides the updated observed residual pressure, zone pressure, and/or velocity fire flow deficiencies for the City’s system under existing MDD+FF with the PHWA emergency connection operational change.
Figure 7-13: Existing Fire Flow Deficiencies by Deficiency Type with PHWA Emergency Connection Operational Change
Activating the PHWA emergency connection with a pressure set point of 45 PSI resolved 18 existing fire flow deficiencies. MKN next modified the City of Oxnard emergency connection pressure set point from 30 PSI to 41 PSI.
This pressure set point was selected by reviewing the system pressure downstream of the valve during future PHD (43 PSI) and setting it 2 PSI below the observed pressure to ensure it does not open during non-emergency conditions. Figure 7-14 provides updated existing fire flow analysis results with the PHWA emergency connection and the City of Oxnard emergency connection operational changes.
Figure 7-14: Existing Fire Flow Deficiencies by Deficiency Type With PHWA and City of Oxnard Emergency Connection Operational Changes
33 2
76 2
20 18
RPD
ZPD
RPD & ZPD
RPD & VD
RPD, ZPD, & VD
Resolved Deficiency
24 2
40 17 5
63 RPD
ZPD
VD
RPD & ZPD
RPD & VD
RPD, ZPD, & VD
Resolved Deficiency
88 Remaining
Fire Flow
Deficiencies
133
Remaining
Fire Flow
Deficiencies
Agenda Item No. 10 Page 101 of 180 CC Agenda 05-18-2026
OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-17
Modifying the City of Oxnard emergency connection pressure set point from 30 PSI to 41 PSI resolved 45 additional fire flow deficiencies. MKN then increased the pressure set point of the PHWA supply connections from 50 PSI to 65 PSI to meet the recommendation from Table 7-4 and Table 7-6, which is also consistent with the operational set point used in the previous 2011 Water Master Plan. Raising the pressure set points of the PHWA supply connections also allows the emergency connection set points to be raised to the following pressures:
❑ PHWA Emergency Connection: Raise pressure set point from 45 PSI to 59 PSI ❑ City of Oxnard Emergency Connection: Raise pressure set point from 41 PSI to 55 PSI Increasing the pressure set point of the PHWA supply connections will require pipeline replacement to operate the system at a higher pressure. Pipeline replacements are identified in Section 8 and generally include replacing all cast iron pipeline with a minimum of 8-inch diameter PVC pipeline (approximately 10,790 ft of pipeline). These infrastructure improvements were included as part of the PHWA supply connection operational change. Figure 7- 15 provides updated existing fire flow analysis results with the PHWA emergency connection, the City of Oxnard emergency connection, and the PHWA supply connection operational changes.
Figure 7-15: Existing Fire Flow Deficiencies by Deficiency Type With PHWA Emergency Connection, City of Oxnard Emergency Connection, and PHWA Supply Connection Operational Changes Modifying the PHWA supply connection set points from 50 PSI to 65 PSI, modifying the PHWA emergency connection set point from 45 PSI to 59 PSI, modifying the City of Oxnard emergency connection set point from 41 PSI to 55 PSI, and replacing all cast iron pipeline with PVC resolved 52 additional fire flow deficiencies. The remaining existing fire flow deficiencies will be resolved through additional infrastructure improvements.
7.5.3 Existing Fire Flow Infrastructure Improvement Results Since operational changes were unable to resolve all the existing fire flow deficiencies, MKN then identified infrastructure improvements to resolve the remaining existing fire flow deficiencies. Figure 7-16 identifies the location of each remaining existing fire flow deficiency and Table 7-8 identifies the remaining existing fire flow deficiencies. Infrastructure improvements identified assume all the operational changes in Section 7.5.2 were previously completed.
7 2
8 8
11 114
RPD
VD
RPD & ZPD
RPD & VD
RPD, ZPD & VD
Resolved Deficiency
36 Remaining
Fire Flow
Deficiencies
Agenda Item No. 10 Page 102 of 180 CC Agenda 05-18-2026 0 1250 2500
1 inch = 2,500 Feet
Figure 7-16
O
Remaining Existing MDD+FF Deficiencies
City of Port Hueneme
Water Master Plan
City Boundary
Water Service Area
Pipeline
Remaining Deficiencies
RPD
VD
RPD & ZPD
RPD & VD
RPD, ZPD, & VD
Ocean View Dr
Ventura Rd
Surfside Dr
Seaview St
Scott St
Port Hueneme Rd
Pearl St
Clara St
Pleasant Valley Rd
A St
B St
C St
San Pedro StPonoma StSecond St
Third St
Bard Rd
Pearson Rd
Sunkist Ave
Bryce Canyon Ave
Ventura Rd
Evergreen Ln
Polaris Way
Yucca St
Glacier Ave
M St
Kern StJackson St
Park Ave
Jane Dr
W Channel Islands Blvd
E Bay Blvd
Marina Village
Patterson Rd
Bolker Dr
Lido Blvd
Madera Cir
Wheelhouse Ave
Patterson Rd
Anchor Ave
Tiller Ave
Seaside Dr
Jetty St
Lido Ave
Lido Blvd
Ukiah St
Naval Base Ventura
County (NBVC) Port
Hueneme
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OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-19
Table 7-8: Remaining Existing Fire Flow Deficiencies
Deficiency
No
Fire
Hydrant
Model ID
Land Use Served
Deficiency
Description
Fire Flow
Needed
(GPM)
Fire Flow
Available
(GPM)
Fire Flow
Percent
Available
EX-01 J-573 S, Non-Sprinklered RPD, ZPD & VD 4,000 1,582 40% EX-02 J-268 S, Non-Sprinklered RPD, ZPD & VD 4,000 1,698 42% EX-03 J-463 S, Non-Sprinklered RPD & ZPD 4,000 2,110 53% EX-04 J-633 S, Non-Sprinklered RPD, ZPD & VD 4,000 2,128 53% EX-05 J-634 S, Non-Sprinklered RPD, ZPD & VD 4,000 2,146 54% EX-06 J-372 COM, Non-Sprinklered RPD & VD 3,000 1,685 56% EX-07 J-411 S, Non-Sprinklered RPD, ZPD & VD 4,000 2,257 56% EX-08 J-281 COM, Non-Sprinklered RPD, ZPD & VD 3,000 1,691 56% EX-09 J-345 COM, Non-Sprinklered RPD & VD 3,000 1,749 58% EX-10 J-177 COM, Non-Sprinklered RPD, ZPD & VD 3,000 1,757 59% EX-11 J-306 COM, Non-Sprinklered RPD & VD 3,000 1,760 59% EX-12 J-341 COM, Non-Sprinklered RPD & VD 3,000 1,762 59% EX-13 J-355 COM, Non-Sprinklered RPD & VD 3,000 1,762 59% EX-14 J-138 COM, Non-Sprinklered RPD & VD 3,000 1,763 59% EX-15 J-391 S, Non-Sprinklered RPD & ZPD 4,000 2,366 59% EX-16 J-543 COM, Non-Sprinklered RPD & ZPD 3,000 1,872 62% EX-17 J-542 COM, Non-Sprinklered RPD, ZPD & VD 3,000 1,893 63% EX-18 J-586 SFR, Non-Sprinklered RPD & ZPD 1,000 684 68% EX-19 J-541 COM, Non-Sprinklered VD 3,000 2,144 71%
EX-20 J-718 COM, Non-Sprinklered RPD & ZPD 3,000 2,182 73% EX-21 J-630 COM, Non-Sprinklered RPD, ZPD & VD 3,000 2,321 77% EX-22 J-540 COM, Non-Sprinklered RPD, ZPD & VD 3,000 2,342 78% EX-23 J-619 COM, Non-Sprinklered RPD & VD 3,000 2,435 81% EX-24 J-498 S, Non-Sprinklered RPD & ZPD 4,000 3,293 82% EX-25 J-618 COM, Non-Sprinklered RPD & VD 3,000 2,501 83% EX-26 J-466 COM, Non-Sprinklered RPD, ZPD & VD 3,000 2,555 85% EX-27 J-564 COM, Non-Sprinklered RPD 3,000 2,582 86%
EX-28 J-435 MFR, Non-Sprinklered RPD 1,500 1,324 88%
EX-29 J-374 MFR, Non-Sprinklered RPD 1,500 1,342 89%
EX-30 J-337 MFR, Non-Sprinklered RPD 1,500 1,404 93%
EX-31 J-527 SFR, Non-Sprinklered RPD & ZPD 1,000 941 94% EX-32 J-645 COM, Non-Sprinklered VD 3,000 2,860 95%
EX-33 J-120 S, Non-Sprinklered RPD 4,000 3,835 96%
EX-34 J-563 COM, Non-Sprinklered RPD 3,000 2,916 97%
EX-35 J-562 SFR, Non-Sprinklered RPD & ZPD 1,000 977 98% EX-36 J-626 S, Non-Sprinklered RPD 4,000 3954 99%
Notes:
1. EX = Existing
Agenda Item No. 10 Page 105 of 180 CC Agenda 05-18-2026
OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-20
7.5.4 Existing Fire Flow Infrastructure Improvement Recommendations Table 7-9 provides a summary of the recommended fire flow infrastructure improvements to resolve the remaining fire flow deficiencies identified in Table 7-8 for the existing MDD+FF scenario. For each improvement, the earliest construction start date was identified according to the City’s existing and upcoming street pavement moratoriums.
Figure 7-17 provides the location of each fire flow improvement identified in Table 7-9.
Table 7-9: Recommended Fire Flow Infrastructure Improvements Improvement
No.
Deficiencies
Resolved
Weighted
Average Fire
Flow Percent
Available (%)
Earliest
Start
Date
Description
F-1 EX-01 & EX-02 41% FY 26/27 Upsize 620 ft of 6-in to 10 in and 450 ft of 6-in to 12-in
F-2 EX-04 & EX-05 53% FY 26/27 Upsize 520 ft of 6-in to 8-in and 445 ft of 6- in to 10-in, and construct 405 ft of 12-in
F-3
EX-03, EX-07,
& EX-15 56% FY 27/28 Upsize 430 ft of 6-in to 8-in, 1,300 ft of 6-in to 10-in, & 330 ft of 6-in to 12-in F-4 EX-06 56% FY 28/29 Construct 300 ft of 8-in
F-5 EX-08 56% FY 27/28 Construct 50 ft of 8-in
F-6 EX-09 58% FY 27/28 Construct 65 ft of 8-in
F-7 EX-10 59% FY 27/28 Construct 50 ft of 8-in
F-8 EX-11 59% FY 27/28 Construct 175 ft of 8-in
F-9 EX-12 59% FY 27/28 Construct 65 ft of 8-in
F-10 EX-13 59% FY 26/27 Construct 240 ft of 8-in
F-11 EX-14 59% FY 27/28 Upsize 70 ft of 6-in to 8-in
F-12 EX-16 62% FY 27/28 Construct 60 ft of 8-in
F-13 EX-17 63% FY 27/28 Construct 60 ft of 8-in
F-14 EX-19 71% FY 27/28 Upsize 65 ft of 6-in to 8-in
F-15 EX-20 73% FY 27/28 Upsize 460 ft of 6-in to 8-in
F-16 EX-21 77% FY 26/27 Upsize 150 ft of 6-in to 8-in
F-17 EX-22 78% FY 27/28 Upsize 65 ft of 6-in to 8-in
F-18 EX-18 & EX-31 81% FY 29/30 Upsize 865 ft of 6-in to 8-in F-19 EX-23 81% FY 27/28 Upsize 110 ft of 6-in to 8-in
F-20 EX-25 83% FY 27/28 Upsize 225 ft of 6-in to 8-in
F-21 EX-26 85% FY 27/28 Upsize 925 ft of 6-in to 8-in
F-22 EX-24 & EX-32 88% FY 26/27 Construct 70 ft of 8-in F-23 EX-28 88% FY 26/27 Upsize 300 ft of 6-in to 8-in
F-24 EX-29 89% FY 27/28 Upsize 215 ft of 6-in to 8-in
F-25 EX-27 & EX-34 92% FY 27/28 Upsize 140 ft of 8-in to 10-in F-26 EX-30 93% FY 26/27 Upsize 190 ft of 6-in to 8-in
F-27 EX-33 96% FY 26/27 Upsize 480 ft of 6-in to 8-in
F-28 EX-35 98% FY 26/27 Upsize 220 ft of 6-in to 8-in
F-29 EX-36 99% FY 27/28 Construct 50 ft of 12-in
Notes:
1. F = Fire flow
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OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-22
Fire flow infrastructure improvements identified in Table 7-9 were packaged into larger fire flow enhancement (FE) CIP projects based on similar percentage of available fire flow, location, and earliest construction start date. Table 7-10 summarizes the finalized FE CIP projects recommended to resolve the fire flow deficiencies.
Table 7-10: Recommended Fire Flow Enhancement CIP Projects CIP
No.
Fire Flow
Improvement
ID(s)
Deficiencies
Resolved
Weighted
Average Fire
Flow Percent
Available (%)
Earliest
Start
Date
Description
FE-01 F-01
EX-01
& EX-02 41% FY 26/27 Upsize 625 ft of 6-in to 10 in and 450 ft of 6-in to 12-in
FE-02 F-02
EX-04
& EX-05 53% FY 27/28 Upsize 520 ft of 6-in to 8-in, 445 ft of 6- in to 10-in, & construct 405 ft of 12-in
FE-03 F-03
EX-03, EX-07,
& EX-15 56% FY 28/29
Upsize 430 ft of 6-in to 8-in and 1,295
ft of 6-in to 10-in, and 330 ft of 6-in to
12-in
FE-04
F-04, F-06,
& F-09
EX-06, EX-09,
& EX-12 58% FY 28/29 Construct 430 ft of 8-in
FE-05 F-08 & F-10 EX-11
& EX-13 59% FY 27/28 Construct 415 ft of 8-in
FE-06 F-05, F-07,
& F-14
EX-08, EX-10,
& EX-19 62% FY 27/28 Construct 95 ft of 8-inch & Upsize 65 ft of 6-in to 8-in
FE-07
F-11, F-12,
F-13, & F-17
EX-14, EX-16,
EX-17,
& EX-22
66% FY 27/28 Upsize 215 ft of 6-in to 8-in & Construct
120 ft of 8-in
FE-08 F-15 EX-20 73% FY 27/28 Upsize 460 ft of 6-in to 8-in FE-09 F-18
EX-18
& EX-31 81% FY 26/27 Upsize 860 ft of 6-in to 8-in
FE-10 F-21 EX-26 85% FY 27/28 Upsize 925 ft of 6-in to 8-in FE-11
F-16, F-19,
F-20, & F-29
EX-21, EX-23,
EX-25,
& EX-36
86% FY 27/28 Upsize 485 ft of 6-in to 8-in & Construct
50 ft of 12-in
FE-12 F-22
EX-24
& EX-32 88% FY 26/27 Construct 70 ft of 8-in
FE13
F-23 EX-28 88% FY 26/27 Upsize 300 ft of 6-in to 8-in
FE-14 F-24 EX-29 89% FY 27/28 Upsize 215 ft of 6-in to 8-in FE-15 F-25 & F-28 EX-27, EX-34,
& EX-35 93% FY 27/28 Upsize 220 ft of 6-in to 8-in & 535 ft of 8-in to 10-in FE-16 F-26 EX-30 93% FY 26/27 Upsize 190 ft of 6-in to 8-in FE-17 F-27 EX-33 96% FY 26/27 Upsize 480 ft of 6-in to 8-in
7.6 Future Fire Flow Analysis
For the future fire flow analysis, MKN assumed that the recommended existing operational and infrastructure improvements were completed prior to evaluating future fire flow conditions. This method was used to determine any additional fire flow deficiencies and to finalize sizing of recommended infrastructure improvements. If future development projects occur prior to the completion of the existing recommended operational and infrastructure improvements, it is recommended that the City complete infrastructure reviews for the specific development projects to evaluate the proposed development and current configuration of the City’s water system.
Agenda Item No. 10 Page 109 of 180 CC Agenda 05-18-2026
OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 7-23
MKN did not observe any additional fire flow deficiencies during future MDD+FF, which is consistent with the City’s build-out status with minimal additional development. Therefore, no additional operational improvements or infrastructure improvements are recommended for the future scenario.
Agenda Item No. 10 Page 110 of 180 CC Agenda 05-18-2026
OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 8-1
8.0 OPERATIONAL ANALYSIS
This section evaluates optimization concepts for the City’s water system and offers an overview and review of the City’s unidirectional flushing program, valve maintenance program, hydrant maintenance program, SCADA system and asset management software.
8.1 System Optimizations
As requested by City staff during the development of the Master Plan, MKN evaluated several system optimizations to the existing water distribution system to improve operations.
8.1.1 System Pressure Modification
In Section 7.2 and Section 7.3, several low-pressure areas were identified in the City’s distribution system during existing and future PHD. To resolve these low-pressure deficiencies and meet the recommended low-pressure design criteria of 50 PSI, MKN recommended that the City raise the pressure set points of the PHWA supply connections to a minimum of 62 PSI for existing demand and a minimum of 63 PSI for future demand. Additionally, as part of the solution to fire flow deficiencies identified in Section 7.5, MKN recommended that the City raise the pressure set points of the PHWA supply connections to a minimum of 65 PSI. Therefore, to resolve low pressure deficiencies and fire flow deficiencies, it is recommended that the PHWA supply connections be set to 65 PSI.
Increasing the pressure set point of the PHWA supply connections will require pipeline replacements, as the City’s distribution system has historically struggled to operate at higher pressures due to pipeline main breaks. Based on review of historical main break logs from 2011 to 2024 and additional input from City staff, pipeline main breaks are concentrated in the City’s cast iron pipeline material, which were installed between 1940 and 1960. While cast iron was a popular material choice for water distribution systems in the early to mid-20th century, it is prone to corrosion over time and can contribute to water discoloration. Cast iron pipeline was largely phased out in favor of more durable pipeline materials such as ductile iron and PVC.
Therefore, to raise the system pressure to 65 PSI while reducing the likelihood of pipeline main breaks, it is recommended that the City adopt a cast iron replacement program and replace all cast iron pipelines in the distribution system with PVC to reduce pipeline main breaks. Since older and smaller diameter pipelines have an increased likelihood of failure, the City should start with replacement of the 6-in diameter cast iron pipeline installed in the 1940s and finish with replacement of the 12-in diameter cast iron pipeline installed in the 1960s. Table 8-1 provides a description of each cast iron replacement program improvement and Figure 8-1 identifies the location of each improvement. For each improvement, the earliest construction start date was identified according to the City’s existing and upcoming street pavement moratoriums.
Agenda Item No. 10 Page 111 of 180 CC Agenda 05-18-2026
OPERATIONAL ANALYSIS
City of Port Hueneme Water Master Plan Page | 8-2
Table 8-1: Recommended Cast Iron Replacement Program Infrastructure Improvements Improvement
No
Earliest
Construction Date
Description
CI-01 FY 26/27 Upsize 265 ft of 6-in CI to 8-in PVC
CI-02 FY 26/27 Upsize 875 ft of 6-in CI to 8-in PVC
CI-03 FY 26/27 Upsize 390 ft of 6-in CI to 8-in PVC
CI-04 FY 26/27 Upsize 300 ft of 6-in CI to 8-in PVC
CI-05 FY 26/27 Upsize 150 ft of 6-in CI to 8-in PVC
CI-06 FY 26/27 Upsize 280 ft of 6-in CI to 8-in PVC
CI-07 FY 26/27 Upsize 140 ft of 6-in CI to 8-in PVC
CI-08 FY 26/27 Upsize 300 ft of 6-in CI to 8-in PVC
CI-09 FY 26/27 Upsize 1130 ft of 6-in CI to 8-in PVC
CI-10 FY 26/27 Upsize 235 ft of 6-in CI to 8-in PVC
CI-11 FY 26/27 Upsize 230 ft of 6-in CI to 8-in PVC
CI-12 FY 26/27 Upsize 230 ft of 6-in CI to 8-in PVC
CI-13 FY 26/27 Upsize 455 ft of 6-in CI to 8-in PVC
CI-14 FY 26/27 Upsize 450 ft of 6-in CI to 10-in PVC1
CI-15 FY 26/27 Replace 205 ft of 12-in CI with 12-in PVC CI-16 FY 26/27 Replace 260 ft of 12-in CI with 12-in PVC CI-17 FY 26/27 Replace 430 ft of 12-in CI with 12-in PVC CI-18 FY 26/27 Replace 330 ft of 12-in CI with 12-in PVC CI-19 FY 26/27 Replace 140 ft of 12-in CI with 12-in PVC CI-20 FY 27/28 Upsize 440 ft of 6-in CI to 8-in PVC
CI-21 FY 27/28 Upsize 485 ft of 6-in CI to 8-in PVC
CI-22 FY 28/29 Upsize 115 ft of 6-in CI to 8-in PVC
CI-23 FY 28/29 Upsize 400 ft of 6-in CI to 8-in PVC
CI-24 FY 28/29 Upsize 305 ft of 6-in CI to 8-in PVC
CI-25 FY 28/29 Upsize 215 ft of 6-in CI to 8-in PVC
CI-26 FY 28/29 Upsize 325 ft of 6-in CI to 8-in PVC
CI-27 FY 28/29 Upsize 240 ft of 6-in CI to 8-in PVC
CI-28 FY 28/29 Upsize 220 ft of 6-in CI to 8-in PVC
CI-29 FY 28/29 Replace 1245 ft of 12-in CI with 12-in PVC Notes:
1. Pipeline upsized to 10-in instead of 8-in to resolve a fire flow deficiency in the vicinity Cast iron replacement infrastructure improvements identified in Table 8-1 were packaged into larger operational enhancement (OE) CIP projects based on similar location and earliest construction start date. Table 8-2 summarizes the finalized OE CIP projects recommended to replace cast iron pipeline in the City’s water distribution system.
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Table 8-2: Recommended Cast Iron Replacement Program CIP Projects CIP No.
Cast Iron
Improvement ID(s)
Earliest
Construction Date
Description
OE-01 CI-01 & CI-02 FY 26/27 Upsize 1,140 ft of 6-in to 8-in OE-02 CI-03, CI-04, CI-05,
CI-06, CI-07, & CI-08 FY 26/27 Upsize 1,560 ft of 6-in to 8-in OE-03 CI-09 FY 26/27 Upsize 1,130 ft of 6-in CI to 8-in OE-04 CI-10 & CI-11 FY 26/27 Upsize 465 ft of 6-in to 8-in OE-05 CI-12 & CI-13 FY 26/27 Upsize 685 ft of 6-in to 8-in OE-06 CI-14 FY 26/27 Upsize 450 ft of 6-in to 10-in
OE-07 CI-15, CI-16, CI-17,
CI-18, & CI-19 FY 26/27 Replace 1,365 ft of 12-in with 12-in OE-08 CI-20 FY 27/28 Upsize 440 ft of 6-in to 8-in
OE-09 CI-21 FY 27/28 Upsize 485 ft of 6-in to 8-in
OE-10 CI-22, CI-23, CI-24,
CI-25, & CI-26 FY 28/29 Upsize 1,360 ft of 6-in to 8-in OE-11 CI-27 & CI-28 FY 28/29 Upsize 460 ft of 6-in to 8-in OE-12 CI-29 FY 28/29 Replace 1,245 ft of 12-in with 12-in
8.1.2 Useful Life of Existing Pipelines
Since the City’s distribution system was predominantly constructed between 1940 and 1980, portions of the City’s pipelines are anticipated to reach the end of their useful life during the Master Plan’s 20-year study period. Table 8-3 provides a comparison of the City’s pipelines against estimated useful life for each material type.
Table 8-3: Pipeline Useful Life Summary
Installation Date1 Material
Estimated Useful
Life Range1
Estimated End of
Useful Life Range
Length (ft)
1940-50
AC 75 - 105 2015 - 2055 2,523
CI 75 - 100 2015 - 2040 7,745
DI 60 - 110 2000 - 2050 7,817
1950-60 AC 75 - 105 2025 - 2065 40,025
1960-70 AC 75 - 105 2035 - 2075 71,385
CI 75 - 100 2035 - 2070 2,532
1970-80 AC 75 - 105 2045 - 2085 54,982
PVC 70 2040 - 2050 2,055
1980-90 AC 75 - 105 2045 - 2095 9,817
PVC 70 2050 - 2060 7,857
1990-00 AC 75 - 105 2065 - 2105 1,648
PVC 70 2060 - 2070 19,546
2000-10 AC 75 - 105 2075 - 2115 1,043
PVC 70 2070 - 2080 5,465
2010-20 AC 75 - 105 2085 - 2125 2,872
PVC 70 2080 - 2090 2,468
2020-Current PVC 70 2090 - 2100 4,942
Notes:
1. Precise pipeline installation dates are unknown and are presented as a 10 year range estimate
2. Estimated useful life range per “Buried No Longer: Confronting America’s Water Infrastructure Challenge” (AWWA, 2012) for a medium-sized water utility located on the west coast
3. Green = Estimated end of useful life range is beyond 20-year study period of Master Plan
4. Yellow = Estimated end of useful life range is partially or completely within the 20-year study period of Master Plan
5. Red = Estimated end of useful life range is partially or fully prior to 20-year study period of Master Plan Agenda Item No. 10 Page 115 of 180 CC Agenda 05-18-2026
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Per Table 8-3, approximately 18,090 ft of pipeline has an estimated end of useful life range partially or fully prior to the 20-year study period of the Master Plan. In addition, approximately 116,000 ft of pipeline has an estimated end of useful life range partially or completely within the 20-year study period of the Master Plan. Predicting the end of useful life for a pipeline material greatly depends on the service frequency of the pipeline, the environmental conditions of the soil and the quality of the conveyed water and it is challenging to arrive at a precise number for the useful life of each pipeline material. Therefore, it is not recommended to adopt a pipeline replacement program based solely on installation date and estimated useful life. However, Table 8-3 does provide some insight on which pipelines are anticipated to require replacement first and it can be used as a tool to perform more targeted condition and risk assessment. To guide the creation of a pipeline replacement program, it is recommended that the City complete an asset management plan to more accurately identify and prioritize future pipeline replacements.
8.1.3 Groundwater Well Rehabilitation
The City owns three inactive groundwater wells (Wells 4A, 5A and 6A) in the Oxnard Plain Groundwater Basin that were used to meet the City’s water needs prior to 1998. However, poor water quality in the Oxnard Plain Groundwater Basin coupled with a lack of local treatment facilities prompted the City, CIBCSD, and NBVC to create PHWA to centrally treat groundwater from UWCD and blend with imported water from CMWD. Since 1998, the City has purchased all water supplies from PHWA and has not maintained the groundwater wells in an operable condition. All pumps and downhole piping were previously removed from the groundwater wells and rehabilitation is required to bring one or more of the groundwater wells back online. Rehabilitation would require video inspection, water sampling and construction of new downhole piping and pumps, and could also include mechanical cleaning, chemical treatment and redevelopment.
The Oxnard Plain Groundwater Basin contains high levels of total dissolved solids (TDS) and hardness. For the City to rehabilitate the groundwater wells for potable use, treatment facilities would need to be constructed at each well to treat water at a similar level of treatment to PHWA’s treatment facility. This would not only be economically disadvantageous, as the City has already invested in the development of PHWA’s treatment facility which provides a similar service, but it could also be infeasible due to a lack of current groundwater pumping allocation and a high degree of saltwater intrusion in the groundwater. Additionally, while rehabilitating the groundwater wells could provide supply in the event of an emergency, the City already has active emergency interconnections with PHWA and the City of Oxnard and inactive emergency connections with UWCD. Therefore, it is not recommended that the City rehabilitate the inactive groundwater wells for potable use.
Since constructing treatment facilities for the groundwater wells would be economically disadvantageous compared to other alternatives, the City could consider rehabilitating groundwater wells for irrigation uses, which could greatly reduce or eliminate the need for localized treatment. Extracted groundwater could be delivered to landscape customers and reduce potable water use from large, irrigated areas such as the City’s Walter B. Moranda Park and Richard Bard Bubbling Springs Park. Regional opportunities for recycled water use also exist, such as supplying recycled water to the Seabee Golf Course located within NBVC Port-Hueneme. Under this scenario, the City could consider abandoning Well 5A and Well 6A while rehabilitating Well 4A to extract groundwater for irrigation.
While this concept is more feasible than rehabilitating the groundwater wells for potable use, it still has several limitations. The City does not currently have the infrastructure developed to support brackish water use and would need to make significant capital investments towards pipeline construction and/or pipeline repurpose. Additionally, the demand for irrigation is unknown and use cases may be limited to salt-tolerant vegetation due to the high TDS of the groundwater. Therefore, it is not recommended that rehabilitation of the groundwater wells for irrigation use be included in the capital improvement plan.
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8.1.4 Cross Base Pipeline Extension
The cross base pipeline extension project is a previously proposed pipeline to convey water from the existing cross base pipeline terminating at CIBCSD’s distribution system on Panama Drive to the City’s distribution system located at the intersection of Channel Islands Boulevard and Victoria Avenue. The project components include the construction of approximately 3,100 ft of 12-in PVC pipeline along Victoria Avenue, approximately 1,100 ft of 12-in PVC pipeline along Panama Drive and Lakeshore Drive and a new combination pressure sustaining valve, pressure reducing valve and flow meter connection between the City and CIBCSD. As a PHWA member, the City would use the new pipeline to convey PHWA water through CIBCSD’s distribution system and deliver water through the City / CIBCSD interconnection. Benefits of the project would include improved flow and pressure to the northern service area of the City and another point of redundancy, as the City currently conveys water to the northern pressure zone through a single 14-in diameter ductile iron pipeline.
A major driver of the cross-base pipeline extension was improved fire flow availability for the City’s northern service area. However, the fire flow analysis conducted in Section 7.4 indicated that an additional interconnection located at the intersection of Channel Islands Boulevard and Victoria Avenue would provide a benefit similar to that of the existing City of Oxnard emergency interconnection, which is located nearby. Instead of building a new interconnection, the City could instead rely on the City of Oxnard emergency interconnection to provide emergency flow during a fire flow event. While the cross base pipeline extension does provide an additional point of redundancy for the City’s northern pressure zone, City staff have indicated the 14-in diameter ductile iron pipeline is still in adequate condition. Should the need arise, the City could utilize the existing City of Oxnard emergency connection while rehabilitation or replacement is conducted on the 14-in pipeline. Therefore, it is recommended that the City not proceed with the construction of the cross base pipeline.
8.1.5 Advanced Metering Infrastructure
The City currently uses manual read meters, which require the City to physically read and record each customer meter on a bimonthly basis. Since the City’s manual read meters require the services of a contractor and limit the ability of the City to identify and fix meter malfunctions, the City is currently piloting different brands of advanced metering infrastructure (AMI), which is an integrated system of smart meters and two-way communication networks to collect and manage real-time data on customer water consumption. Unlike manual read meters, AMI does not require staff to physically read customer meters to record usage, and data is automatically uploaded to a database where it can be processed and analyzed at any given time. Due to the ability to connect in real-time, AMI customer meters can be used to remotely connect and disconnect services, detect tampering, monitor outages, identify leaks, and bill customers with increased accuracy. Implementing AMI technology would reduce staff costs, increase accuracy and efficiency of the billing process and reduce non-revenue water loss in the City’s system. It is recommended that the City pursue full replacement of existing manual read customer meters with AMI customer meters using the preferred AMI technology identified during current City piloting.
8.1.6 Recycled Water
The City of Oxnard operates the Advanced Water Purification Facility which distributes high quality recycled water via a backbone pipeline to the northern part of the City of Oxnard, in addition to a separate pipeline which distributes recycled water to agricultural customers along Hueneme Road and within the Pleasant Valley County Water District service area. The City currently serves potable water to multiple landscape uses which could be suitable for receipt of recycled water; these include:
❑ Richard Bard Bubbling Spring Park
❑ Walter B. Moranda Park
❑ Richard Bard Elementary School
❑ Parkview Elementary School
❑ Sunkist Elementary School
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The cost of the water, in addition to the capital cost of conversion and constructing suitable infrastructure to deliver recycled water to these locations would be key factors in determining economic feasibility. The City could pursue funding from the Water Recycling Funding Program, administered by the State of California’s Division of Financial Assistance. If approved, the grant covers up to 50 percent of eligible planning costs. In addition, a disadvantaged community (DAC) may receive up to 100 percent. Portions of the City are identified as disadvantaged communities based on State of California DAC GIS mapping. It is recommended that the City conduct preliminary discussions with the City of Oxnard and PHWA partners to determine willingness to jointly explore delivery of recycled water. If confirmation is received, the City should pursue planning grant funds to implement a recycled water feasibility study.
8.2 Current Operational Practices
The following includes an overview and review of the City’s unidirectional flushing program, valve exercising program, hydrant maintenance program, SCADA system and asset management software.
8.2.1 Unidirectional Flushing Program
Unidirectional flushing is a type of pipeline flushing performed through strategic closure of valves and opening of hydrants to create a one-way flow path in targeted pipelines. By increasing the velocity in the pipelines, this type of flushing maximizes scouring of the pipe walls and prevents the buildup of sediment and biofilm. The City conducts unidirectional flushing of all pipelines on an annual basis; however, records of flushing activity were not available for review during development of the Master Plan. It is recommended that the City develop a standard procedure for documenting unidirectional flushing activities within its asset management software.
8.2.2 Valve Exercising Program
Valve exercising is a standard maintenance procedure that involves the opening and closing of a valve to maintain functionality and prevent seizure due to rust or mineral build up. The City exercises main line valves through its full range of motion on a bi-annual cycle; however, the City does not maintain any GIS and/or asset management data related to valves. Table 8-4 provides the number of valves exercised per year based on data provided by the City.
Table 8-4: Valve Exercising Summary for Past Five Years Year Number of Valves Exercised
2025 461
2024 119
2023 161
2022 100
2021 63
Per AWWA M44, all distribution system valves should be exercised on a regular schedule of approximately every one to three years. It is recommended that the City document all valves within its GIS and/or asset management software and ensure that its current valve exercising program is consistent with the guidance of AWWA M44.
8.2.3 Fire Hydrant Maintenance Program
Fire hydrant maintenance is a standard maintenance procedure that involves painting, inspection, replacement of worn parts, lubrication, and flushing of fire hydrants to ensure functionality and prolong the useable life. The City performs maintenance on its fire hydrants on a bi-annual cycle. Per the City’s water atlas, there are approximately 420 hydrants within the existing water distribution system. Table 8-5 provides the number of fire hydrants painted per year based on data provided by the City from 2021 to 2025.
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Table 8-5: Fire Hydrant Painting Summary for Past Five Years Year Number of Fire Hydrants Painted
2025 Not available
2024 7
2023 0
2022 74
2021 53
Table 8-6 provides the number of fire hydrants inspected and flushed per year based on data provided by the City from 2021 to 2025.
Table 8-6: Fire Hydrant Inspected and Flush Summary for Past Five Years Year Number of Fire Hydrants Inspected and Flushed
2025 176
2024 Not Available
2023 71
2022 29
2021 8
Per AWWA M17, all fire hydrants should be inspected, operated and maintained at least annually. It is recommended that the City move to annual hydrant maintenance from its current bi-annual program.
8.2.4 SCADA System
SCADA is an industrial control system that allows operators to remotely monitor, control, and record various aspects of the water distribution system. The City uses SignalFire Wireless Telemetry for its SCADA system, with sites connected to the SCADA via cellular communications. The existing SCADA system, which the City regularly updates, records the following information at the PHWA supply connection turnouts:
❑ Flow rates
❑ Pressure
❑ Chlorine residual
In the event of a potential power outage, the City has solar powered battery backup systems installed at the PHWA supply connection turnouts. Since the SCADA system was installed within the last few years, the City does not have any plans to upgrade outside of yearly manufacturer software updates. New operators undergo a six-month SCADA training program to ensure the system is properly operated and maintained.
8.2.5 Asset Management Software
Asset management is the process of documenting, monitoring, and managing the assets that make up a water utility’s distribution system. Using asset management software, water utilities can plan and prioritize repairs, maintenance, renewals, and replacements with increased efficiency and accuracy. The City recently converted their asset management software to Tyler Technologies Asset and Citizen Request Management and is the process of developing standardized procedures. It is recommended that the City utilize the new asset management software to incorporate and manage the following activities:
❑ Main breaks
❑ Valve exercising
❑ Fire hydrant maintenance
❑ Unidirectional flushing
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9.0 CAPITAL IMPROVEMENT PLAN
This section provides a summary of the recommended Capital improvement Plan projects for the City’s water distribution system based on the evaluations and findings of the Master Plan effort.
9.1 Capital Improvement Plan Development
The CIP serves as a fundamental pillar of strategic vision to upgrade the City’s infrastructure, optimize system performance, meet the evolving needs of customers and maintain the water distribution system in an operable state. Following planning and analysis, the CIP identifies capital investments that will result in improved reliability, efficiency and sustainability of the water supply. Recommended projects were identified through the following evaluations included in the Master Plan effort:
❑ Hydraulic Model Analysis – The hydraulic model evaluation assessed the adequacy of the City’s existing distribution system to serve existing and future ADD, MDD, PHD and MDD+FF. Improvements identified included the replacement of existing deficient pipelines with larger diameter pipelines and construction of new pipelines to loop existing dead-end pipelines
❑ System Optimizations – As requested by City staff, MKN evaluated several system modifications to the existing water distribution system to improve operations. Improvements identified included cast iron pipeline replacement, condition-based pipeline replacement, and AMI integration
9.2 Capital Improvement Plan Projects
CIP projects were categorized as an operational enhancement project or condition based project. This section provides a description of each CIP project category and provides a brief description of each CIP project identified.
9.2.1 Fire Flow Enhancement Projects
The FE projects category includes pipeline upsizing and looping to increase fire flow availability. By implementing the following projects, the City can increase the capacity and reliability of the water supply for firefighting. Table 9- 1 lists the projects identified in the Master Plan that are categorized as condition based.
Table 9-1: Fire Flow Enhancement CIP Projects
CIP
Project
No.
Project Description
Master
Plan
Source
FE-01 Upsize 625 ft of 6-in to 10 in and 450 ft of 6-in to 12-in Table 7-10
FE-02 Upsize 520 ft of 6-in to 8-in, 445 ft of 6-in to 10-in, & construct 405 ft of 12-in FE-03 Upsize 430 ft of 6-in to 8-in and 1,295 ft of 6-in to 10-in, and 330 ft of 6-in to 12-in FE-04 Construct 430 ft of 8-in
FE-05 Construct 415 ft of 8-in
FE-06 Construct 95 ft of 8-inch & Upsize 65 ft of 6-in to 8-in FE-07 Upsize 215 ft of 6-in to 8-in & Construct 120 ft of 8-in FE-08 Upsize 460 ft of 6-in to 8-in
FE-09 Upsize 860 ft of 6-in to 8-in
FE-10 Upsize 925 ft of 6-in to 8-in
FE-11 Upsize 485 ft of 6-in to 8-in & Construct 50 ft of 12-in FE-12 Construct 70 ft of 8-in
FE-13 Upsize 300 ft of 6-in to 8-in
FE-14 Upsize 215 ft of 6-in to 8-in
FE-15 Upsize 220 ft of 6-in to 8-in & 535 ft of 8-in to 10-in Agenda Item No. 10 Page 121 of 180 CC Agenda 05-18-2026
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Table 9-1: Fire Flow Enhancement CIP Projects
CIP
Project
No.
Project Description
Master
Plan
Source
FE-16 Upsize 190 ft of 6-in to 8-in
FE-17 Upsize 480 ft of 6-in to 8-in
Note:
1. Project order in the table does not indicate priority
9.2.2 Operational Enhancement Projects
The OE projects category includes cast iron pipeline replacements, development of an asset management plan, and customer meter improvements. By implementing these projects, the City can resolve low pressure deficiencies, improve operational efficiency, avoid iron discoloration of water, and ensure assets are maintained in the water distribution system. Table 9-2 provides a summary of OE CIP projects.
Table 9-2: Operational Enhancement CIP Projects
CIP Project No. Project Description Master Plan Source
OE-01 Upsize 1140 ft of 6-in to 8-in
Table 8-2
OE-02 Upsize 1565 ft of 6-in to 8-in
OE-03 Upsize 1130 ft of 6-in CI to 8-in
OE-04 Upsize 465 ft of 6-in to 8-in
OE-05 Upsize 685 ft of 6-in to 8-in
OE-06 Upsize 450 ft of 6-in to 10-in
OE-07 Replace 1,365 ft of 12-in with 12-in
OE-08 Upsize 440 ft of 6-in to 8-in
OE-09 Upsize 485 ft of 6-in to 8-in
OE-10 Upsize 1,360 ft of 6-in to 8-in
OE-11 Upsize 460 ft of 6-in to 8-in
OE-12 Replace 1245 ft of 12-in with 12-in
OE-13 Asset Management Plan Section 8.1.2
OE-14 Replacement of all AMR customer meters with AMI Section 8.1.5 Note:
1. Project order in the table does not indicate priority
9.3 Cost Estimation
The opinions of probable cost prepared by MKN represent our judgment and are supplied for the general guidance of the City. Since MKN has no control over the cost of labor and material, or over competitive bidding or market conditions, MKN does not guarantee the accuracy of such opinions as compared to contractor bids or actual project costs. For each project identified, cost opinions were generated based on the following assumptions:
❑ Full capitalization inclusive of engineering, design, permitting, administration, and construction management
❑ Costs derived from similar water utility projects, with adjustments for inflation, size, complexity, and location
❑ Construction cost opinions were developed in September 2025. Use the Engineering News Record 20- Cities Average Construction Cost Index (CCI) September 2025 = 13,927.75 to escalate the estimated cost to present value
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❑ Cost opinions are “planning-level” and may not fully account for site-specific conditions or design decisions
❑ Piping unit costs include typical water distribution appurtenances such as isolation valves, air release valves, blowoffs, and fire hydrants and excavation costs ❑ Construction contingency was estimated at 25% of total construction costs ❑ Engineering design services was estimated at 10% of total construction costs ❑ Project administration and construction management was estimated at 10% of total construction costs ❑ All costs rounded to the nearest $1000
Table 9-3 contains the Master Plan’s unit construction costs for water infrastructure improvements and factors for estimating the non-construction costs associated with infrastructure improvement projects such as engineering design, project administration, and construction contingency.
Table 9-3: September 2025 Unit Construction Costs
Pipeline Installation Budgetary Unit Cost1 Unit
8-inch PVC $375 LF
10-inch PVC $410 LF
12-inch PVC $480 LF
Miscellaneous Budgetary Unit Cost1 Unit
Replacement and Installation of AMI Meter $765 EA
Asset Management Plan (Implementation Plan) $150,000 EA Asset Management Plan (Annual Implementation) $25,000 YR Non-Construction Costs
Construction Contingency 25% of construction cost
Engineering Design 10% of construction cost including contingency Administration and Construction Management 10% of construction cost including contingency Notes:
1. The budgetary unit costs presented above represent the construction cost only and do not include non-construction costs.
2. LF = Linear feet
3. EA = Each
4. YR = Year
5. GAL = Gallons
9.4 Project Prioritization
Each project was evaluated and ranked under five criteria to determine the significance of the improvement and provide the City with a systematic prioritization of projects. The selected criteria align with the City’s goals and project categories identified in Section 9.2. Each criterion was weighed based on its importance to the City and individual scores by factor were totaled to derive a total project score between 1 and 5. The evaluation criteria and scoring system are summarized in Table 9-4.
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Table 9-4: CIP Evaluation Criteria and Scoring
Criteria
Weight
(%)
Points Assigned (1 = Low Priority to 5 = High Priority) 1 2 3 4 5
Condition 25% 1 = No Significant Impacts to 5 = Significant Impacts Pressure Delivery 20% 1 = No Significant Impacts to 5 = Significant Impacts Fire Flow Availability 35% 100% - 90% 90% - 80% 80% - 70% 70% - 60% 60% - 0% System Redundancy 10% 1 = No Significant Impacts to 5 = Significant Impacts Water Services Impacted 10% 1 = No Significant Impacts to 5 = Significant Impacts
9.5 Project Scheduling
After determining the prioritization score for each project, projects were allocated for annual implementation over a 10-year period. Table 9-5 outlines the general guidelines that were used to distribute the CIP projects across future fiscal years (FYs).
Table 9-5: CIP Scheduling
Project Priority Classification Score Range Project Start Date High 4 - 5 FY 26/27 to FY 28/29
Medium 2 - 4 FY 29/30 to FY 32/33
Low 0 - 2 FY 33/34 to FY 35/36
9.6 Capital Improvement Plan Summary
The Master Plan identifies 31 CIP projects, with 17 fire flow enhancement projects and 14 categorized as operational enhancement projects. Table 9-6 identifies when the recommended CIP projects should be initiated over the next 10 fiscal years based on project prioritization scoring, City staff input, and existing pavement moratoriums. This summary table provides a high-level overview of the projects, their respective fiscal year allocations, and the anticipated sequencing. Based on discussions with City staff, an inflationary escalation of 4% was applied to each year following FY 26/27. Figure 10-1 identifies the locations of each CIP project throughout the District’s system and includes differentiation by project category. Detailed project sheets for each CIP project recommended are included in Appendix C.
Agenda Item No. 10 Page 124 of 180 CC Agenda 05-18-2026 CIP No. Project Name Prioritization Project Total FY 26/27 FY 27/28 FY 28/29 FY 29/30 FY 30/31 FY 31/32 FY 32/33 FY 33/34 FY 34/35 FY 35/36 FE-1 Sunkist St and N 6th St Pipeline Replacement 2.90 $ 708,000 $ 708,000 $ - $ - $ - $ - $ - $ - $ - $ - $ - FE-2 Jerry Dr, Lillian Dr, and E Clara Pipeline Replacement and Construction 3.20 $ 1,083,113 $ - $ - $ - $ - $ - $ - $ 1,083,113 $ - $ - $ - FE-3 Bard Rd and N 6th Pl Pipeline Replacement 2.90 $ 1,677,813 $ - $ - $ - $ - $ - $ - $ - $ 1,677,813 $ - $ - FE-4 Victoria Ave and W Channel Islands Blvd Pipeline Replacement and Construction 3.10 $ 304,942 $ - $ - $ - $ - $ - $ - $ 304,942 $ - $ - $ - FE-5 Channel Islands Blvd, Seafoam Ct, and Seamist Ct Pipeline Construction 3.10 $ 297,350 $ - $ - $ - $ - $ - $ - $ 297,350 $ - $ - $ - FE-6 S Patterson Rd and W Channel Islands Blvd Pipeline Replacement and Construction 2.75 $ 115,144 $ - $ - $ - $ - $ - $ - $ 115,144 $ - $ - $ - FE-7 Wheelhouse Ave and W Channel Islands Blvd Pipeline Replacement and Construction 2.75 $ 240,411 $ - $ - $ - $ - $ - $ - $ 240,411 $ - $ - $ - FE-8 Seawind Way Pipeline Replacement Project 2.20 $ 342,142 $ - $ - $ - $ - $ - $ - $ - $ 342,142 $ - $ - FE-9 Polaris Way and Kern St Pipeline Replacement 1.75 $ 662,387 $ - $ - $ - $ - $ - $ - $ - $ - $ 662,387 $ - FE-10 E Pleasant Valley Rd Pipeline Replacement 1.85 $ 711,656 $ - $ - $ - $ - $ - $ - $ - $ - $ 711,656 $ - FE-11 Evergreen Ln and Hueneme Drain Pipeline Replacement and Construction 2.15 $ 424,256 $ - $ - $ - $ - $ - $ - $ - $ - $ 424,256 $ - FE-12 E Pearl St Pipeline Construction 2.15 $ 53,374 $ - $ - $ - $ - $ - $ - $ - $ - $ 53,374 $ - FE-13 Seaspray Way Pipeline Replacement 1.75 $ 240,540 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 240,540 FE-14 Madera Circle Pipeline Replacement 1.75 $ 172,221 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 172,221 FE-15 E Bay Blvd and E Elfin Green Pipeline Replacement 1.50 $ 623,411 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 623,411 FE-16 Jane Dr Pipeline Replacement 1.40 $ 146,601 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 146,601 FE-17 E Clara St Pipeline Replacement 1.50 $ 385,718 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 385,718 $ 8,189,078 $ 708,000 $ - $ - $ - $ - $ - $ 2,040,960 $ 2,019,955 $ 1,851,674 $ 1,568,490 OE-1 Gill Ave Cast Iron Pipeline Replacement 4.05 $ 643,000 $ 643,000 $ - $ - $ - $ - $ - $ - $ - $ - $ - OE-2 Maxine Ave, Dahl Ave, Joan Dr, and Paul Dr Cast Iron Pipeline Replacement 4.05 $ 880,000 $ 880,000 $ - $ - $ - $ - $ - $ - $ - $ - $ - OE-3 Florence Ave Cast Iron Pipeline Replacement 4.05 $ 661,440 $ - $ 661,440 $ - $ - $ - $ - $ - $ - $ - $ - OE-4 Jerry Dr and Lillian Dr Cast Iron Pipeline Replacement 4.05 $ 272,480 $ - $ 272,480 $ - $ - $ - $ - $ - $ - $ - $ - OE-5 E Scott St Cast Iron Pipeline Replacement 4.05 $ 416,416 $ - $ - $ 416,416 $ - $ - $ - $ - $ - $ - $ - OE-6 E Port Hueneme Rd Cast Iron Pipeline Replacement 4.05 $ 299,603 $ - $ - $ 299,603 $ - $ - $ - $ - $ - $ - $ - OE-7 N 5th St Cast Iron Pipeline Replacement 4.05 $ 1,105,741 $ - $ - $ - $ 1,105,741 $ - $ - $ - $ - $ - $ - OE-8 W Pleasant Valley Rd Cast Iron Pipeline Replacement 4.05 $ 268,237 $ - $ - $ 268,237 $ - $ - $ - $ - $ - $ - $ - OE-9 E Pleasant Valley Rd Cast Iron Pipeline Replacement 4.05 $ 296,358 $ - $ - $ 296,358 $ - $ - $ - $ - $ - $ - $ - OE-10 E Clara St Cast Iron Pipeline Replacement 4.05 $ 931,956 $ - $ - $ - $ - $ - $ 931,956 $ - $ - $ - $ - OE-11 E Clara St (N Ventura Rd to N 5th St) Cast Iron Pipeline Replacement 4.05 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - OE-12 N 5th St (E Clara St to E Pleasant Valley Rd) Cast Iron Pipeline Replacement 4.05 $ 1,050,533 $ - $ - $ - $ - $ 1,050,533 $ - $ - $ - $ - $ - OE-13 Asset Management Plan 4.05 $ 614,193 $ - $ 365,040 $ 27,040 $ 28,122 $ 29,246 $ 30,416 $ 31,633 $ 32,898 $ 34,214 $ 35,583 OE-14 Advanced Meter Infrastructure (AMI) Installation 2.80 $ 7,571,936 $ - $ 1,397,760 $ 1,453,670 $ 1,511,817 $ 1,572,290 $ 1,636,398 $ - $ - $ - $ - $ 15,011,893 $ 1,523,000 $ 2,696,720 $ 2,761,325 $ 2,645,680 $ 2,652,069 $ 2,598,771 $ 31,633 $ 32,898 $ 34,214 $ 35,583 Total $ 23,200,972 $ 2,231,000 $ 2,696,720 $ 2,761,325 $ 2,645,680 $ 2,652,069 $ 2,598,771 $ 2,072,593 $ 2,052,854 $ 1,885,888 $ 1,604,072 Table 9-6: 10-Year CIP Summary (With 4% Inflation)
Fire Flow Enhancement Projects
Subtotal
Operational Enhancement Projects
Subtotal
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CAPITAL IMPROVEMENT PLAN
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Appendix A – Fire Hydrant Flow Test Results
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CAPITAL IMPROVEMENT PLAN
City of Port Hueneme Water Master Plan Page | 9-2
Appendix B – Existing MDD+FF Fire Flow Deficiencies
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Agenda Item No. 10 Page 144 of 180 CC Agenda 05-18-2026 Fire Hydrant Node ID Land Use Served Deficiency Description Fire Flow Needed (GPM) Fire Flow Available (GPM) Fire Flow Percent Available J-633 S, Non-Sprinklered RPD, ZPD, & VD 4,000 794 20%
J-634 S, Non-Sprinklered RPD, ZPD, & VD 4,000 794 20%
J-418 SFR, Non-Sprinklered RPD & ZPD 1,000 258 26%
J-573 S, Non-Sprinklered RPD, ZPD, & VD 4,000 1,157 29% J-281 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 910 30% J-372 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 915 31% J-628 SFR, Non-Sprinklered RPD & ZPD 1,000 309 31%
J-345 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 928 31% J-268 S, Non-Sprinklered RPD, ZPD, & VD 4,000 1,238 31% J-341 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 941 31% J-543 COM, Non-Sprinklered RPD & ZPD 3,000 941 31%
J-542 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 942 31% J-636 SFR, Non-Sprinklered RPD & ZPD 1,000 314 31%
J-505 IND, Non-Sprinklered RPD & ZPD 3,000 945 32%
J-355 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 950 32% J-177 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 959 32% J-265 SFR, Non-Sprinklered RPD & ZPD 1,000 329 33%
J-191 SFR, Non-Sprinklered RPD & ZPD 1,000 347 35%
J-306 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,104 37% J-564 COM, Non-Sprinklered RPD & ZPD 3,000 1,138 38%
J-463 S, Non-Sprinklered RPD & ZPD 4,000 1,545 39%
J-540 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,232 41% J-471 SFR, Non-Sprinklered RPD & ZPD 1,000 411 41%
J-411 S, Non-Sprinklered RPD, ZPD, & VD 4,000 1,648 41% J-498 S, Non-Sprinklered RPD & ZPD 4,000 1,698 42%
J-391 S, Non-Sprinklered RPD & ZPD 4,000 1,733 43%
J-466 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,346 45% J-138 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,352 45% J-120 S, Non-Sprinklered RPD & ZPD 4,000 1,857 46%
J-718 COM, Non-Sprinklered RPD & ZPD 3,000 1,394 46%
J-563 COM, Non-Sprinklered RPD & ZPD 3,000 1,424 47%
J-565 COM, Non-Sprinklered RPD & ZPD 3,000 1,457 49%
J-541 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,495 50% J-586 SFR, Non-Sprinklered RPD & ZPD 1,000 515 52%
J-626 S, Non-Sprinklered RPD & ZPD 4,000 2,060 52%
J-649 S, Non-Sprinklered RPD & ZPD 4,000 2,084 52%
J-504 S, Non-Sprinklered RPD & ZPD 4,000 2,089 52%
J-630 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,576 53% J-645 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,655 55% J-648 COM, Non-Sprinklered RPD & ZPD 3,000 1,674 56%
J-374 MFR, Non-Sprinklered RPD & ZPD 1,500 844 56%
J-619 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,701 57% J-435 MFR, Non-Sprinklered RPD & ZPD 1,500 852 57%
J-710 COM, Non-Sprinklered RPD & ZPD 3,000 1,733 58%
J-309 MFR, Non-Sprinklered RPD & ZPD 1,500 873 58%
J-618 COM, Non-Sprinklered RPD & ZPD 3,000 1,749 58%
J-10 IND, Non-Sprinklered RPD & ZPD 3,000 1,793 60%
J-174 IND, Non-Sprinklered RPD & ZPD 3,000 1,811 60%
J-676 COM, Non-Sprinklered RPD & ZPD 3,000 1,832 61%
J-714 IND, Non-Sprinklered RPD & ZPD 3,000 1,835 61%
J-333 MFR, Non-Sprinklered RPD & ZPD 1,500 920 61%
J-3 COM, Non-Sprinklered RPD & ZPD 3,000 1,850 62%
J-678 COM, Non-Sprinklered RPD & ZPD 3,000 1,858 62%
J-48 COM, Non-Sprinklered RPD, ZPD, & VD 3,000 1,860 62% J-502 COM, Non-Sprinklered RPD & ZPD 3,000 1,892 63%
J-677 COM, Non-Sprinklered RPD & ZPD 3,000 1,908 64%
J-555 MFR, Non-Sprinklered RPD & ZPD 1,500 959 64%
J-337 MFR, Non-Sprinklered RPD & ZPD 1,500 969 65%
J-560 MFR, Non-Sprinklered RPD & ZPD 1,500 972 65%
J-468 MFR, Non-Sprinklered RPD & ZPD 1,500 975 65%
J-554 MFR, Non-Sprinklered RPD & ZPD 1,500 977 65%
J-562 SFR, Non-Sprinklered RPD & ZPD 1,000 655 66%
J-635 SFR, Non-Sprinklered RPD 1,000 664 66%
J-151 COM, Non-Sprinklered RPD & ZPD 3,000 2,003 67%
J-84 MFR, Non-Sprinklered RPD & ZPD 1,500 1,004 67%
J-352 MFR, Non-Sprinklered RPD 1,500 1,024 68%
J-518 MFR, Non-Sprinklered RPD 1,500 1,041 69%
J-307 COM, Non-Sprinklered RPD & ZPD 3,000 2,092 70%
J-527 SFR, Non-Sprinklered RPD & ZPD 1,000 701 70%
J-401 MFR, Non-Sprinklered RPD 1,500 1,057 70%
J-327 MFR, Non-Sprinklered RPD & ZPD 1,500 1,062 71%
J-519 MFR, Non-Sprinklered RPD 1,500 1,066 71%
J-83 COM, Non-Sprinklered RPD & ZPD 3,000 2,139 71%
J-627 COM, Non-Sprinklered RPD & ZPD 3,000 2,141 71%
J-569 MFR, Non-Sprinklered RPD & ZPD 1,500 1,075 72%
J-566 COM, Non-Sprinklered RPD & ZPD 3,000 2,165 72%
J-29 COM, Non-Sprinklered RPD & ZPD 3,000 2,196 73%
Appendix B: Existing MDD+FF Deficiencies
Agenda Item No. 10 Page 145 of 180 CC Agenda 05-18-2026 Fire Hydrant Node ID Land Use Served Deficiency Description Fire Flow Needed (GPM) Fire Flow Available (GPM) Fire Flow Percent Available Appendix B: Existing MDD+FF Deficiencies
J-545 MFR, Non-Sprinklered RPD & ZPD 1,500 1,101 73%
J-625 SFR, Non-Sprinklered RPD & ZPD 1,000 735 74%
J-561 SFR, Non-Sprinklered RPD & ZPD 1,000 737 74%
J-360 MFR, Non-Sprinklered RPD & ZPD 1,500 1,109 74%
J-351 COM, Non-Sprinklered RPD & ZPD 3,000 2,219 74%
J-107 MFR, Non-Sprinklered RPD & ZPD 1,500 1,115 74%
J-641 MFR, Non-Sprinklered RPD & ZPD 1,500 1,121 75%
J-92 COM, Non-Sprinklered RPD & ZPD 3,000 2,314 77%
J-316 SFR, Non-Sprinklered RPD & ZPD 1,000 780 78%
J-508 MFR, Non-Sprinklered RPD & ZPD 1,500 1,173 78%
J-432 COM, Non-Sprinklered RPD & ZPD 3,000 2,383 79%
J-444 COM, Non-Sprinklered RPD & ZPD 3,000 2,389 80%
J-381 COM, Non-Sprinklered RPD & ZPD 3,000 2,399 80%
J-520 MFR, Non-Sprinklered RPD 1,500 1,203 80%
J-557 MFR, Non-Sprinklered RPD 1,500 1,203 80%
J-534 COM, Non-Sprinklered RPD & ZPD 3,000 2,437 81%
J-513 MFR, Non-Sprinklered RPD & ZPD 1,500 1,223 82%
J-521 MFR, Non-Sprinklered RPD 1,500 1,227 82%
J-533 COM, Non-Sprinklered RPD & ZPD 3,000 2,462 82%
J-531 COM, Non-Sprinklered RPD & ZPD 3,000 2,464 82%
J-398 COM, Non-Sprinklered RPD & ZPD 3,000 2,477 83%
J-221 MFR, Non-Sprinklered RPD & ZPD 1,500 1,241 83%
J-433 COM, Non-Sprinklered RPD & ZPD 3,000 2,488 83%
J-528 COM, Non-Sprinklered RPD & ZPD 3,000 2,491 83%
J-530 COM, Non-Sprinklered RPD & ZPD 3,000 2,495 83%
J-527 COM, Non-Sprinklered RPD & ZPD 3,000 2,497 83%
J-529 COM, Non-Sprinklered RPD & ZPD 3,000 2,499 83%
J-522 MFR, Non-Sprinklered RPD 1,500 1,265 84%
J-188 MFR, Non-Sprinklered RPD & ZPD 1,500 1,269 85%
J-524 MFR, Non-Sprinklered RPD 1,500 1,274 85%
J-160 MFR, Non-Sprinklered RPD & ZPD 1,500 1,276 85%
J-523 MFR, Non-Sprinklered RPD 1,500 1,285 86%
J-291 COM, Non-Sprinklered RPD & ZPD 3,000 2,572 86%
J-243 MFR, Non-Sprinklered RPD & ZPD 1,500 1,309 87%
J-324 MFR, Non-Sprinklered RPD & ZPD 1,500 1,321 88%
J-572 COM, Non-Sprinklered RPD & ZPD 3,000 2,645 88%
J-579 SFR, Non-Sprinklered RPD 1,000 882 88%
J-186 MFR, Non-Sprinklered RPD 1,500 1,333 89%
J-656 MFR, Non-Sprinklered RPD & ZPD 1,500 1,341 89%
J-119 MFR, Non-Sprinklered RPD & ZPD 1,500 1,359 91%
J-225 MFR, Non-Sprinklered RPD & ZPD 1,500 1,370 91%
J-574 SFR, Non-Sprinklered RPD 1,000 915 92%
J-430 MFR, Non-Sprinklered RPD 1,500 1,379 92%
J-571 MFR, Non-Sprinklered RPD & ZPD 1,500 1,382 92%
J-62 MFR, Non-Sprinklered RPD & ZPD 1,500 1,400 93%
J-576 SFR, Non-Sprinklered RPD 1,000 934 93%
J-666 MFR, Non-Sprinklered RPD 1,500 1,406 94%
J-245 SFR, Non-Sprinklered RPD & ZPD 1,000 939 94%
J-377 MFR, Non-Sprinklered RPD 1,500 1,411 94%
J-688 MFR, Non-Sprinklered RPD 1,500 1,413 94%
J-578 SFR, Non-Sprinklered RPD 1,000 945 95%
J-344 MFR, Non-Sprinklered RPD 1,500 1,420 95%
J-550 SFR, Non-Sprinklered RPD 1,000 952 95%
J-665 MFR, Non-Sprinklered RPD 1,500 1,428 95%
J-556 MFR, Non-Sprinklered RPD & ZPD 1,500 1,431 95%
J-551 SFR, Non-Sprinklered RPD 1,000 960 96%
J-577 SFR, Non-Sprinklered RPD 1,000 962 96%
J-661 MFR, Non-Sprinklered RPD & ZPD 1,500 1,445 96%
J-436 MFR, Non-Sprinklered RPD 1,500 1,450 97%
J-657 MFR, Non-Sprinklered RPD & ZPD 1,500 1,454 97%
J-662 MFR, Non-Sprinklered RPD & ZPD 1,500 1,457 97%
J-13 MFR, Non-Sprinklered RPD 1,500 1,458 97%
J-663 MFR, Non-Sprinklered RPD & ZPD 1,500 1,461 97%
J-383 MFR, Non-Sprinklered RPD 1,500 1,467 98%
J-723 MFR, Non-Sprinklered RPD & ZPD 1,500 1,478 99%
J-184 MFR, Non-Sprinklered RPD & ZPD 1,500 1,482 99%
J-11 MFR, Non-Sprinklered ZPD 1,500 1,484 99%
J-631 SFR, Non-Sprinklered RPD 1,000 990 99%
J-161 SFR, Non-Sprinklered RPD & ZPD 1,000 991 99%
J-664 MFR, Non-Sprinklered ZPD 1,500 1,488 99%
J-722 MFR, Non-Sprinklered RPD 1,500 1,491 99%
J-195 MFR, Non-Sprinklered RPD 1,500 1,493 99%
J-668 MFR, Non-Sprinklered RPD 1,500 1,494 99%
J-100 MFR, Non-Sprinklered ZPD 1,500 1,495 99%
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CAPITAL IMPROVEMENT PLAN
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Appendix C – CIP Project Sheets
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Agenda Item No. 10 Page 148 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Sunkist St and N 6th St Pipeline Replacement
Water Master Plan – Project FF-1
Description:
The Sunkist St and N 6th St Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 41% required fire flow impacting 2 fire hydrants in the northern central area of the City’s water system:
▪ Sunkist St from Ventura Rd to N 6th St: Upsize approximately 290 feet of existing 6-inch diameter pipeline to 10-inch diameter pipeline and approximately 450 ft of 6-inch diameter pipeline to 12-inch diameter pipeline
▪ N 6th St from Sunkist St to South of Bryce Canyon Ave: Upsize approximately 335 feet of 6-inch diameter pipeline to 10-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 5
System Redundancy 10% 1
Water Services Impacted 10% 2
Weighted Average Score 2.90
Scheduling: This project received a prioritization ranking of 2.90 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
10-inch PVC Pipeline 625 $410 $/LF $256,000
12-inch PVC Pipeline 450 $480 $/LF $216,000
Estimated Construction Cost $472,000
Construction Contingency 25% Construction Cost $118,000 Estimated Construction Cost Including Contingency $590,000 Engineering Design 10% Construction Cost $59,000
Administration & Construction Management 10% Construction Cost $59,000 Total Estimated Project Cost $708,000
North 6th St
Ventura Rd
Bryce Canyon Ave
Agenda Item No. 10 Page 149 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Jerry Dr, and Lillian Dr, and E Clara St Pipeline Replacement and Construction Water Master Plan – Project FF-2
Description:
The Jerry Dr, and Lillian Dr, and E Clara St Pipeline Replacement and Construction Project includes the following infrastructure improvements to address a documented fire flow deficiency of 53% required fire flow impacting 2 fire hydrants in the southern central area of the City’s water system:
▪ East Clara St from N 5th St to Jerry Dr: Upsize approximately 445 feet of 6-inch diameter pipeline to 10-inch diameter pipeline and construct approximately 405 feet of 12-inch diameter pipeline
▪ Jerry Dr from Cul-de-sac to Richard Bard Elementary School Field:
Upsize approximately 260 feet of 6-inch diameter pipeline to 8-inch diameter pipeline
▪ Lillian Dr from Cul-de-sac to Richard Bard Elementary School Field: Upsize approximately 260 feet of 6-inch diameter to 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement and additional construction of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 5
System Redundancy 10% 3
Water Services Impacted 10% 3
Weighted Average Score 3.20
Scheduling: This project received a prioritization ranking of 3.20 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 520 $375 $/LF $195,000
10-inch PVC Pipeline 445 $410 $/LF $182,000
12-inch PVC Pipeline 405 $480 $/LF 194,000
Estimated Construction Cost $571,000
Construction Contingency 25% Construction Cost $143,000 Estimated Construction Cost Including Contingency $714,000 Engineering Design 10% Construction Cost $71,000
Administration & Construction Management 10% Construction Cost $71,000 Total Estimated Project Cost $856,000
E Clara St
N 5th St
Jerry Dr
Lillian Dr
Agenda Item No. 10 Page 150 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Bard Rd and N 6th Pl Pipeline Replacement
Water Master Plan – Project FF-3
Description:
The Bard Rd and N 6th P Pipeline Replacement includes the following infrastructure improvements to address a documented fire flow deficiency of 56% required fire flow impacting 3 fire hydrants in the central area of the City’s water system:
▪ Bard Rd from N Ventura Rd to N 7th St: Upsize approximately 990 feet of existing 6-inch diameter pipeline with 10-inch diameter pipeline and approximately 430 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
▪ N 6th Pl from Bard Rd to Helen St: Upsize approximately 305 feet of 6- inch diameter pipeline to 10-inch diameter pipeline and approximately 330 feet of 6-inch diameter pipeline to 12-inch diameter pipeline Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 5
System Redundancy 10% 1
Water Services Impacted 10% 2
Weighted Average Score 2.90
Scheduling: This project received a prioritization ranking of 2.90 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 430 $375 $/LF $161,000
10-inch PVC Pipeline 1,295 $410 $/LF $531,000
12-inch PVC Pipeline 330 $480 $/LF $158,000
Estimated Construction Cost $850,000
Construction Contingency 25% Construction Cost $213,000 Estimated Construction Cost Including Contingency $1,063,000 Engineering Design 10% Construction Cost $106,000
Administration & Construction Management 10% Construction Cost $106,000 Total Estimated Project Cost $1,275,000
Bard Rd
N Ventura Rd
N 6th Pl
N 7th St
Helen St
Agenda Item No. 10 Page 151 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Victoria Ave and W Channel Islands Blvd Pipeline Replacement and Construction Water Master Plan – Project FF-4
Description:
The Victoria Ave and W Channel Islands Blvd Pipeline Replacement and Construction Project includes the following infrastructure improvements to address a documented fire flow deficiency of 58% required fire flow impacting 3 fire hydrants in the north western area of the City’s water system:
▪ W Channel Islands Blvd to Oliveira Plaza: Construct approximately 130 feet of 8-inch diameter pipeline
▪ Victoria Ave to Oliveira Plaza: Construct approximately 300 feet of 8- inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The additional construction of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 5
System Redundancy 10% 3
Water Services Impacted 10% 2
Weighted Average Score 3.10
Scheduling: This project received a prioritization ranking of 3.10 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 430 $375 $/LF $161,000
Estimated Construction Cost $161,000
Construction Contingency 25% Construction Cost $40,000
Estimated Construction Cost Including Contingency $201,000 Engineering Design 10% Construction Cost $20,000
Administration & Construction Management 10% Construction Cost $20,000 Total Estimated Project Cost $241,000 Victoria Ave
W Channel Islands Blvd
Oliveira Plaza
Agenda Item No. 10 Page 152 of 180 CC Agenda 05-18-2026 Capital Improvement Program
W Channel Islands Blvd, Seafoam Ct, and Seamist Ct Pipeline Construction Water Master Plan – Project FF-5
Description:
The Channel Islands Blvd, Seafoam Ct, and Seamist Ct Pipeline Construction Project includes the following infrastructure improvements to address a documented fire flow deficiency of 59% required fire flow impacting 2 fire hydrants in the north western area of the City’s water system:
▪ Channel Islands Blvd to Mandalay Village: Construct approximately 175 feet of 8-inch diameter pipeline
▪ Mandalay Village Alley from East of Seafoam Ct to Seamist Ct:
Construct approximately 240 feet of 8-inch diameter pipeline Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The additional construction of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 5
System Redundancy 10% 3
Water Services Impacted 10% 2
Weighted Average Score 3.10
Scheduling: This project received a prioritization ranking of 3.10 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 415 $375 $/LF $156,000
Estimated Construction Cost $156,000
Construction Contingency 25% Construction Cost $39,000
Estimated Construction Cost Including Contingency $195,000 Engineering Design 10% Construction Cost $20,000
Administration & Construction Management 10% Construction Cost $20,000 Total Estimated Project Cost $235,000
W Channel Islands Blvd
Mandalay Village
Marketplace
Agenda Item No. 10 Page 153 of 180 CC Agenda 05-18-2026 Capital Improvement Program
S Patterson Rd and W Channel Islands Blvd Pipeline Replacement and Construction Water Master Plan – Project FF-6
Description:
The S Patterson Rd and W Channel Islands Blvd Pipeline Replacement and Construction Project includes the following infrastructure improvements to address a documented fire flow deficiency of 62% required fire flow impacting 3 fire hydrants in the north western area of the City’s water system:
▪ S Patterson Rd: Upsize approximately 65 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
▪ W Channel Islands Blvd: Construct approximately 95 feet of 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement and additional construction of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 4
System Redundancy 10% 3
Water Services Impacted 10% 2
Weighted Average Score 2.75
Scheduling: This project received a prioritization ranking of 2.75 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 160 $375 $/LF $60,000
Estimated Construction Cost $60,000
Construction Contingency 25% Construction Cost $15,000
Estimated Construction Cost Including Contingency $75,000 Engineering Design 10% Construction Cost $8,000
Administration & Construction Management 10% Construction Cost $8,000 Total Estimated Project Cost $91,000
W Channel Islands Blvd
S Patterson Rd
Agenda Item No. 10 Page 154 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Wheelhouse Ave and W Channel Islands Blvd Pipeline Replacement and Construction Water Master Plan – Project FF-7
Description:
The Wheelhouse Ave and W Channel Islands Blvd Pipeline Replacement and Construction Project includes the following infrastructure improvements to address a documented fire flow deficiency of 66% required fire flow impacting 4 fire hydrants in the north western area of the City’s water system:
▪ Wheelhouse Ave: Upsize approximately 215 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
▪ W Channel Islands Blvd: Construct approximately 120 feet of 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement and additional construction of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 4
System Redundancy 10% 3
Water Services Impacted 10% 2
Weighted Average Score 2.75
Scheduling: This project received a prioritization ranking of 2.75 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 335 $375 $/LF $126,000
Estimated Construction Cost $126,000
Construction Contingency 25% Construction Cost $32,000
Estimated Construction Cost Including Contingency $158,000 Engineering Design 10% Construction Cost $16,000
Administration & Construction Management 10% Construction Cost $16,000 Total Estimated Project Cost $190,000
W Channel Islands Blvd
Agenda Item No. 10 Page 155 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Seawind Way Pipeline Replacement Project
Water Master Plan – Project FF-8
Description:
The Seawind Way Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 73% required fire flow impacting 1 fire hydrant in the south eastern area of the City’s water system:
▪ Seawind Way from S Surfside Dr to Ebbtide Circle: Upsize approximately 460 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 3
System Redundancy 10% 1
Water Services Impacted 10% 2
Weighted Average Score 2.20
Scheduling: This project received a prioritization ranking of 2.20 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 460 $375 $/LF $173,000
Estimated Construction Cost $173,000
Construction Contingency 25% Construction Cost $43,000
Estimated Construction Cost Including Contingency $216,000 Engineering Design 10% Construction Cost $22,000
Administration & Construction Management 10% Construction Cost $22,000 Total Estimated Project Cost $260,000 S Surfside Dr Ebbtide Circle Seawind Way
Agenda Item No. 10 Page 156 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Polaris Way and Kern St Pipeline Replacement
Water Master Plan – Project FF-9
Description:
The Polaris Way and Kern St Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 81% required fire flow impacting 2 fire hydrants in the central eastern area of the City’s water system:
▪ Polaris Way from Kern St to Jackson St: Upsize approximately 605 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline ▪ Kern St from Polaris Way to Thayer Ln: Upsize approximately 255 feet of 6-inch diameter pipeline to 8-inch diameter pipeline Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 2
System Redundancy 10% 1
Water Services Impacted 10% 1
Weighted Average Score 1.75
Scheduling: This project received a prioritization ranking of 1.75 (low priority), which corresponds to a recommended project start date between FY 33/34 and FY 35/36.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 860 $375 $/LF $323,000
Estimated Construction Cost $323,000
Construction Contingency 25% Construction Cost $81,000
Estimated Construction Cost Including Contingency $404,000 Engineering Design 10% Construction Cost $40,000
Administration & Construction Management 10% Construction Cost $40,000 Total Estimated Project Cost $484,000 Kern St
Thayer Ln
Polaris Way
Jackson St
Agenda Item No. 10 Page 157 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Pleasant Valley Rd Pipeline Replacement
Water Master Plan – Project FF-10
Description:
The E Pleasant Valley Rd Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 85% required fire flow impacting 1 fire hydrant in the south western area of the City’s water system:
▪ E Pleasant Valley Rd from N 2nd St to N 3rd St: Upsize approximately 925 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 2
System Redundancy 10% 1
Water Services Impacted 10% 2
Weighted Average Score 1.85
Scheduling: This project received a prioritization ranking of 1.85 (low priority), which corresponds to a recommended project start date between FY 33/34 and FY 35/36.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 925 $375 $/LF $347,000
Estimated Construction Cost $347,000
Construction Contingency 25% Construction Cost $87,000
Estimated Construction Cost Including Contingency $434,000 Engineering Design 10% Construction Cost $43,000
Administration & Construction Management 10% Construction Cost $43,000 Total Estimated Project Cost $520,000 N 2nd St
E Pleasant Valley Rd
N 3rd St
Agenda Item No. 10 Page 158 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Evergreen Ln and Hueneme Drain Pipeline Replacement and Construction Water Master Plan – Project FF-11
Description:
The Evergreen Ln and Hueneme Drain Pipeline Replacement and Construction Project includes the following infrastructure improvements to address a documented fire flow deficiency of 86% required fire flow impacting 4 fire hydrants in the south central area of the City’s water system:
▪ Hueneme Drain: Upsize approximately 225 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline and construct approximately 50 ft of 12-inch diameter pipeline
▪ Evergreen Ln: Upsize approximately 260 feet of 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement and additional construction of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 2
System Redundancy 10% 3
Water Services Impacted 10% 3
Weighted Average Score 2.15
Scheduling: This project received a prioritization ranking of 2.15 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 485 $375 $/LF $182,000
12-inch PVC Pipeline 50 $480 $/LF $24,000
Estimated Construction Cost $206,000
Construction Contingency 25% Construction Cost $52,000
Estimated Construction Cost Including Contingency $258,000 Engineering Design 10% Construction Cost $26,000
Administration & Construction Management 10% Construction Cost $26,000 Total Estimated Project Cost $310,000 N Ventura Rd
E Pleasant
Valley Rd
Agenda Item No. 10 Page 159 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Pearl St Pipeline Construction
Water Master Plan – Project FF-12
Description:
The E Pearl St Pipeline Construction includes the following infrastructure improvements to address a documented fire flow deficiency of 88% required fire flow impacting 2 fire hydrants in the south central area of the City’s water system:
▪ E Pearl St at N Ventura Rd: Construct approximately 70 feet of 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The additional construction of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 2
System Redundancy 10% 3
Water Services Impacted 10% 3
Weighted Average Score 2.15
Scheduling: This project received a prioritization ranking of 2.15 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 70 $375 $/LF $26,000
Estimated Construction Cost $26,000
Construction Contingency 25% Construction Cost $7,000
Estimated Construction Cost Including Contingency $33,000 Engineering Design 10% Construction Cost $3,000
Administration & Construction Management 10% Construction Cost $3,000 Total Estimated Project Cost $39,000 N Ventura Rd
E Pearl St
Agenda Item No. 10 Page 160 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Seaspray Way Pipeline Replacement
Water Master Plan – Project FF-13
Description:
The Seaspray Way Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 88% required fire flow impacting 1 fire hydrant in the south western area of the City’s water system:
▪ Seaspray Way: Upsize approximately 300 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 2
System Redundancy 10% 1
Water Services Impacted 10% 1
Weighted Average Score 1.75
Scheduling: This project received a prioritization ranking of 1.75 (low priority), which corresponds to a recommended project start date between FY 33/34 and FY 35/36.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 300 $375 $/LF $113,000
Estimated Construction Cost $113,000
Construction Contingency 25% Construction Cost $28,000
Estimated Construction Cost Including Contingency $141,000 Engineering Design 10% Construction Cost $14,000
Administration & Construction Management 10% Construction Cost $14,000 Total Estimated Project Cost $169,000
Seaspray Way
Agenda Item No. 10 Page 161 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Madera Circle Pipeline Replacement
Water Master Plan – Project FF-14
Description:
The Madera Circle Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 89% required fire flow impacting 1 fire hydrant in the north eastern area of the City’s water system:
▪ Madera Circle: Upsize approximately 215 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 2
System Redundancy 10% 1
Water Services Impacted 10% 1
Weighted Average Score 1.75
Scheduling: This project received a prioritization ranking of 1.75 (low priority), which corresponds to a recommended project start date between FY 33/34 and FY 35/36.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 215 $375 $/LF $81,000
Estimated Construction Cost $81,000
Construction Contingency 25% Construction Cost $20,000
Estimated Construction Cost Including Contingency $101,000 Engineering Design 10% Construction Cost $10,000
Administration & Construction Management 10% Construction Cost $10,000 Total Estimated Project Cost $121,000 Madera Circle
Agenda Item No. 10 Page 162 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Bay Blvd and E Elfin Green Pipeline Replacement
Water Master Plan – Project FF-15
Description:
The E Bay Blvd and E Elfin Green Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 93% required fire flow impacting 3 fire hydrants in the north eastern area of the City’s water system:
▪ E Bay Blvd from N Ventura Rd to Balboa St: Upsize approximately 535 feet of existing 8-inch diameter pipeline with 10-inch diameter pipeline
▪ E Elfin Green from Balboa St to E Elfin Green: Upsize approximately 220 feet of 6-inch diameter pipeline with 8-inch diameter pipeline Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 1
System Redundancy 10% 1
Water Services Impacted 10% 2
Weighted Average Score 1.50
Scheduling: This project received a prioritization ranking of 1.50 (low priority), which corresponds to a recommended project start date between FY 33/34 and FY 35/36.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 220 $375 $/LF $83,000
10-inch PVC Pipeline 535 $410 $/LF $219,000
Estimated Construction Cost $302,000
Construction Contingency 25% Construction Cost $76,000
Estimated Construction Cost Including Contingency $378,000 Engineering Design 10% Construction Cost $38,000
Administration & Construction Management 10% Construction Cost $38,000 Total Estimated Project Cost $454,000 Balboa St
N Ventura Rd
E Elfin Green
Agenda Item No. 10 Page 163 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Jane Dr Pipeline Replacement
Water Master Plan – Project FF-16
Description:
The Jane Dr Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 93% required fire flow impacting 1 fire hydrant in the central eastern area of the City’s water system:
▪ Jane Dr: Upsize approximately 190 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement of the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 1
System Redundancy 10% 1
Water Services Impacted 10% 1
Weighted Average Score 1.40
Scheduling: This project received a prioritization ranking of 1.40 (low priority), which corresponds to a recommended project start date between FY 33/34 and FY 35/36.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 190 $375 $/LF $71,000
Estimated Construction Cost $71,000
Construction Contingency 25% Construction Cost $18,000
Estimated Construction Cost Including Contingency $89,000 Engineering Design 10% Construction Cost $9,000
Administration & Construction Management 10% Construction Cost $9,000 Total Estimated Project Cost $107,000
Jane Dr
Agenda Item No. 10 Page 164 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Clara St Pipeline Replacement
Water Master Plan – Project FF-17
Description:
The E Clara St Pipeline Replacement Project includes the following infrastructure improvements to address a documented fire flow deficiency of 96% required fire flow impacting 1 fire hydrant in the central area of the City’s water system:
▪ E Clara St from N 3rd St to N Ventura Rd: Upsize approximately 480 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline Strategic Plan Alignment: Public Safety Effectiveness
Justification: The documented fire flow deficiency poses a potential risk to public safety by limiting the ability of the City’s Fire Department to effectively respond to structure fires within the affected area. The replacement the identified pipeline will increase pipeline capacity and ensure compliance with required fire flow standards.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 1
Pressure Delivery 20% 3
Fire Flow Availability 35% 1
System Redundancy 10% 1
Water Services Impacted 10% 2
Weighted Average Score 1.50
Scheduling: This project received a prioritization ranking of 1.50 (low priority), which corresponds to a recommended project start date between FY 33/34 and FY 35/36.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 480 $375 $/LF $180,000
Estimated Construction Cost $180,000
Construction Contingency 25% Construction Cost $45,000
Estimated Construction Cost Including Contingency $225,000 Engineering Design 10% Construction Cost $23,000
Administration & Construction Management 10% Construction Cost $23,000 Total Estimated Project Cost $271,000 N 3rd St
E Clara St
N Ventura Rd
Agenda Item No. 10 Page 165 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Gill Ave Cast Iron Pipeline Replacement
Water Master Plan – Project OE-1
Description:
The Gill Ave Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ Gill Ave from E Pleasant Valley to E Clara St: Replace approximately 1,140 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 1,140 $375 $/LF $428,000
Estimated Construction Cost $428,000
Construction Contingency 25% Construction Cost $107,000 Estimated Construction Cost Including Contingency $535,000 Engineering Design 10% Construction Cost $54,000
Administration & Construction Management 10% Construction Cost $54,000 Total Estimated Project Cost $643,000
E Clara St
Gill Ave
E Pleasant Valley Rd
Agenda Item No. 10 Page 166 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Maxine Ave, Dahl Ave, Joan Dr, and Paul Dr Cast Iron Pipeline Replacement Water Master Plan – Project OE-2
Description:
The Maxine Ave, Dahl Ave, Joan Dr, and Paul Dr Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ Maxine Ave from Gill Ave to Dahl Ave: Replace approximately 390 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline ▪ Dahl Ave from Maxine Ave to E Clara St: Replace approximately 880 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline ▪ Joan Dr from Dahl Ave: Replace approximately 150 feet of existing 6- inch diameter pipeline with 8-inch diameter pipeline
▪ Paul Dr from Dahl Ave: Replace approximately 140 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 1,560 $375 $/LF $587,000
Estimated Construction Cost $587,000
Construction Contingency 25% Construction Cost $147,000 Estimated Construction Cost Including Contingency $734,000 Engineering Design 10% Construction Cost $73,000
Administration & Construction Management 10% Construction Cost $73,000 Total Estimated Project Cost $880,000 Dahl Ave
Joan Dr
Maxine Ave
Gill Ave
Paul Dr
E Clara St
Agenda Item No. 10 Page 167 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Florence Ave Cast Iron Pipeline Replacement
Water Master Plan – Project OE-3
Description:
The Florence Ave Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ Florence Ave from E Pleasant Valley Rd to E Clara St: Replace approximately 1,130 feet of existing 6-inch diameter pipeline with 8- inch diameter pipeline
Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 1,130 $375 $/LF $424,000
Estimated Construction Cost $424,000
Construction Contingency 25% Construction Cost $106,000 Estimated Construction Cost Including Contingency $530,000 Engineering Design 10% Construction Cost $53,000
Administration & Construction Management 10% Construction Cost $53,000 Total Estimated Project Cost $636,000
E Clara St
E Pleasant Valley Rd
Florence Ave
Agenda Item No. 10 Page 168 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Jerry Dr and Lillian Dr Cast Iron Pipeline Replacement
Water Master Plan – Project OE-4
Description:
The Jerry Dr and Lillian Dr Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ Jerry Dr from E Clara St: Replace approximately 235 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
▪ Lillian Dr from E Clara St: Replace approximately 230 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 465 $375 $/LF $174,000
Estimated Construction Cost $174,000
Construction Contingency 25% Construction Cost $44,000
Estimated Construction Cost Including Contingency $218,000 Engineering Design 10% Construction Cost $22,000
Administration & Construction Management 10% Construction Cost $22,000 Total Estimated Project Cost $262,000 Jerry Dr
E Clara St
Lillian Dr
Agenda Item No. 10 Page 169 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Scott St Cast Iron Pipeline Replacement
Water Master Plan – Project OE-5
Description:
The E Scott St Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ E Scott St from Ponoma St to Market St: Replace approximately 685 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 685 $375 $/LF $257,000
Estimated Construction Cost $257,000
Construction Contingency 25% Construction Cost $64,000
Estimated Construction Cost Including Contingency $321,000 Engineering Design 10% Construction Cost $32,000
Administration & Construction Management 10% Construction Cost $32,000 Total Estimated Project Cost $385,000 Ponoma St
E Scott St
Agenda Item No. 10 Page 170 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Port Hueneme Rd Cast Iron Pipeline Replacement
Water Master Plan – Project OE-6
Description:
The E Port Hueneme Rd Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ E Port Hueneme from Ann Ave: Replace approximately 450 feet of existing 6-inch diameter pipeline with 10-inch diameter pipeline Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
10-inch PVC Pipeline 450 $410 $/LF $185,000
Estimated Construction Cost $185,000
Construction Contingency 25% Construction Cost $46,000
Estimated Construction Cost Including Contingency $231,000 Engineering Design 10% Construction Cost $23,000
Administration & Construction Management 10% Construction Cost $23,000 Total Estimated Project Cost $277,000 Ann Ave
E Port Hueneme Rd
Agenda Item No. 10 Page 171 of 180 CC Agenda 05-18-2026 Capital Improvement Program
N 5th St Cast Iron Pipeline Replacement
Water Master Plan – Project OE-7
Description:
The N 5th St Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ N 5th St from E Clara St to Port Hueneme Rd: Replace approximately 1,365 feet of existing 12-inch diameter pipeline with 12-inch diameter pipeline
Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
12-inch PVC Pipeline 1,365 $480 $/LF $655,000
Estimated Construction Cost $655,000
Construction Contingency 25% Construction Cost $164,000 Estimated Construction Cost Including Contingency $819,000 Engineering Design 10% Construction Cost $82,000
Administration & Construction Management 10% Construction Cost $82,000 Total Estimated Project Cost $983,000 N 5th St
Port Hueneme Rd
E Clara St
Agenda Item No. 10 Page 172 of 180 CC Agenda 05-18-2026 Capital Improvement Program
W Pleasant Valley Rd Cast Iron Pipeline Replacement
Water Master Plan – Project OE-8
Description:
The W Pleasant Valley Rd Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ W Pleasant Valley Rd from San Pedro St to Ponoma St: Replace approximately 440 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29. However, several streets in the project footprint are under a pavement moratorium and construction cannot
commence until FY 27/28.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 440 $375 $/LF $165,000
Estimated Construction Cost $165,000
Construction Contingency 25% Construction Cost $41,000
Estimated Construction Cost Including Contingency $206,000 Engineering Design 10% Construction Cost $21,000
Administration & Construction Management 10% Construction Cost $21,000 Total Estimated Project Cost $248,000 San Pedro St
W Pleasant Valley Rd
Ponoma St
Agenda Item No. 10 Page 173 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Pleasant Valley Rd Cast Iron Pipeline Replacement
Water Master Plan – Project OE-9
Description:
The E Pleasant Valley Rd Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ E Pleasant Valley Rd: Replace approximately 485 feet of existing 6- inch diameter pipeline with 8-inch diameter pipeline
Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29. However, several streets in the project footprint are under a pavement moratorium and construction cannot
commence until FY 27/28.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 485 $375 $/LF $182,000
Estimated Construction Cost $182,000
Construction Contingency 25% Construction Cost $46,000
Estimated Construction Cost Including Contingency $228,000 Engineering Design 10% Construction Cost $23,000
Administration & Construction Management 10% Construction Cost $23,000 Total Estimated Project Cost $274,000
E Pleasant Valley Rd
Gill Ave
Agenda Item No. 10 Page 174 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Clara St (Jerry Dr to Gill Ave) Cast Iron Pipeline Replacement Water Master Plan – Project OE-10
Description:
The E Clara St (Jerry Dr to Gill Ave) Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ E Clara St from Jerry Dr to Gill Ave: Replace approximately 1,360 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29. However, several streets in the project footprint are under a pavement moratorium and construction cannot
commence until FY 28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 1,360 $375 $/LF $510,000
Estimated Construction Cost $510,000
Construction Contingency 25% Construction Cost $128,000 Estimated Construction Cost Including Contingency $638,000 Engineering Design 10% Construction Cost $64,000
Administration & Construction Management 10% Construction Cost $64,000 Total Estimated Project Cost $766,000 Jerry Dr
E Clara St
Gil Ave
Agenda Item No. 10 Page 175 of 180 CC Agenda 05-18-2026 Capital Improvement Program
E Clara St (N Ventura Rd to N 5th St) Cast Iron Pipeline Replacement Water Master Plan – Project OE-11
Description:
The E Clara St (N Ventura Rd to N 5th St) Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ E Clara St from N Ventura Rd to N 5th St: Replace approximately 460 feet of existing 6-inch diameter pipeline with 8-inch diameter pipeline Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29. However, several streets in the project footprint are under a pavement moratorium and construction cannot
commence until FY 28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
8-inch PVC Pipeline 460 $375 $/LF $173,000
Estimated Construction Cost $173,000
Construction Contingency 25% Construction Cost $43,000
Estimated Construction Cost Including Contingency $216,000 Engineering Design 10% Construction Cost $22,000
Administration & Construction Management 10% Construction Cost $22,000 Total Estimated Project Cost $260,000 N Ventura Rd
E Clara St
N 5th St
Agenda Item No. 10 Page 176 of 180 CC Agenda 05-18-2026 Capital Improvement Program
N 5th St (E Clara St to E Pleasant Valley Rd) Cast Iron Pipeline Replacement Water Master Plan – Project OE-12
Description:
The N 5th St (E Clara St to E Pleasant Valley Rd) Cast Iron Pipeline Replacement Project includes the following infrastructure improvements to replace aging cast iron pipelines in the City’s water system:
▪ N 5th St from E Pleasant Valley Rd to E Clara St: Replace approximately 1,245 feet of existing 12-inch diameter pipeline with 12- inch diameter pipeline
Strategic Plan Alignment: Facilities Upgrades and Public Safety Effectiveness Justification: The proposed cast iron pipeline replacement project addresses aging infrastructure, reduces the frequency of main breaks (primarily attributed to cast iron pipelines), prevents water discoloration, and improves the overall performance and reliability within the City’s water system. This project is part of a larger pipeline replacement program to upgrade the overall system pressure, which will improve fire flow availability and resolve an estimated 52 fire hydrant flow deficiencies.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 5
Fire Flow Availability 35% 4
System Redundancy 10% 1
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29. However, several streets in the project footprint are under a pavement moratorium and construction cannot
commence until FY 28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
12-inch PVC Pipeline 1,245 $480 $/LF $598,000
Estimated Construction Cost $598,000
Construction Contingency 25% Construction Cost $150,000 Estimated Construction Cost Including Contingency $748,000 Engineering Design 10% Construction Cost $75,000
Administration & Construction Management 10% Construction Cost $75,000 Total Estimated Project Cost $898,000 N 5th St
E Clara St
E Pleasant Valley Rd
Agenda Item No. 10 Page 177 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Asset Management Plan
Water Master Plan – Project OE-13
Description: The Asset Management Plan Project includes the development and execution of a strategy to determine asset condition and criticality, document scheduled and one-time maintenance activities, and conduct targeted asset replacement and rehabilitation (R&R). This project will include a report providing the framework for maintaining the City’s assets and an annual allocation for implementation.
Strategic Plan Alignment: Parks & Facilities Upgrades & Alignment Justification: Preparing an asset management plan will result in better decision making regarding maintenance and capital investments of the City’s water infrastructure, leading to prolonged asset life and more efficient operations.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 3
Fire Flow Availability 35% 4
System Redundancy 10% 5
Water Services Impacted 10% 3
Weighted Average Score 4.05
Scheduling: This project received a prioritization ranking of 4.05 (high priority), which corresponds to a
recommended project start date between FY 26/27 and FY
28/29.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
Asset Management Plan (Implementation Plan) 1 $150,000 $/EA $150,000 Asset Management Plan (Annual Implementation) 8 $25,000 $/YR $200,000 Estimated Construction Cost $350,000
Construction Contingency 25% Construction Cost $88,000
Estimated Construction Cost Including Contingency $438,000 Engineering Design 10% Construction Cost $44,000
Administration & Construction Management 10% Construction Cost $44,000 Total Estimated Project Cost $526,000
Agenda Item No. 10 Page 178 of 180 CC Agenda 05-18-2026 Capital Improvement Program
Advanced Meter Infrastructure (AMI) Installation
Water Master Plan – Project OE-15
Description: The Advanced Meter Infrastructure (AMI) Installation Project includes replacement of all existing customer manual-read meters (5,858 total) with AMI devices. AMI is an integrated system of smart meters and two-way communication networks to collect and manage real-time data on customer water consumption. Unlike manual-read meters, AMI does not require City staff to physically read customer meters to record usage, and data is automatically uploaded to a database where it can be processed and analyzed at any given time.
Strategic Plan Alignment: Parks & Facilities Upgrades & Alignment and Performance Data, Tracking, & Reporting Justification: The City’s water meters were previously installed in 2008 and are approaching their useful per the American Water Works Association’s (AWWA) recommendation to replace residential water meters every 20 years. Replacing the City’s manual-read meters with AMI devices will replace aging City assets, reduce staff costs associated with manually reading meters, increase accuracy and efficiency of the billing process, and reduce non-revenue water loss in the City’s system through enhanced leak detection.
Prioritization Scoring:
Criteria Weighting (%) Score
Condition 25% 5
Pressure Delivery 20% 1
Fire Flow Availability 35% 1
System Redundancy 10% 5
Water Services Impacted 10% 5
Weighted Average Score 2.80
Scheduling: This project received a prioritization ranking of 2.80 (medium priority), which corresponds to a
recommended project start date between FY 29/30 and FY
32/33.
Cost Estimate: Engineering News Record 20-Cities Average CCI September 2025 = 13,927.75 Item Quantity Unit Cost Unit Cost
Replacement and Installation of AMI Meter 5,858 $765 $/EA $4,481,000 Estimated Construction Cost $4,481,000
Construction Contingency 25% Construction Cost $1,120,000 Estimated Construction Cost Including Contingency $5,601,000 Engineering Design 10% Construction Cost $560,000
Administration & Construction Management 10% Construction Cost $560,000 Total Estimated Project Cost $6,721,000
Agenda Item No. 10 Page 179 of 180 CC Agenda 05-18-2026
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Agenda Item No. 10 Page 180 of 180 CC Agenda 05-18-2026