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HomeMy WebLinkAboutAgenda Packet_2025-10-21 DRAFT Minutes of the Regular Meeting of the City Council City of Santa Ana, California October 7, 2025 CLOSED SESSION MEETING – 4:30 P.M. REGULAR OPEN MEETING – 5:30 P.M. (Immediatelyfollowing theClosed Session Meeting) CITY COUNCIL CHAMBER 22 Civic CenterPlazaSanta Ana, CA92701 CLOSED SESSION CALL TO ORDER MINUTES:Mayor AmezcuacalledtheClosedSessionmeeting to order at 4:39 P.M. ATTENDANCE Council Members Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Thai Viet Phan Mayor Pro Tem Benjamin Vazquez Mayor Valerie Amezcua CityManager Alvaro Nuñez CityAttorneySonia R. Carvalho City ClerkJennifer L. Hall CITY COUNCIL 1 OCTOBER 7, 2025 ROLL CALL MINUTES:CityClerk Jennifer L. Hall conductedroll call. Councilmembers Bacerra, Phan, and Penaloza, Mayor Pro Tem Vazquez, and Mayor Amezcuawerepresent.CouncilmemberLopezarrived during Closed Session(via teleconference), Councilmember Hernandez was absent. ADDITIONS\\DELETIONS TO CLOSED SESSION MINUTES: None. PUBLIC COMMENTS – Members of the public may address the City Council on Closed Sessionitems. MINUTES: None. RECESS – City Councilwill recess to Closed Sessionfor the purpose of conducting regularCity business. MINUTES:Mayor Amezcua recessedto consider theClosedSessionitemsat 4:41 P.M. CLOSED SESSION ITEMS – The Brown Act permits legislative bodies to discuss certain matterswithoutmembers of the public present. The City Council finds, based on advice from the City Attorney, that discussion in open sessionof the following matters will prejudice theposition of the City in existing and anticipated litigation: 1. CONFERENCE WITH LABOR NEGOTIATOR pursuant to Government Code Section 54957.6(a): Agency Negotiator: Peter Brown Employee Organizations: Service Employees International Union, Full-Time Employees Unit (SEIU- FT) Service Employees International Union, Part-Time Non-Civil Service Employees Unit (SEIU-PTNCS) 2. CONFERENCE WITH LABOR NEGOTIATOR pursuant to Government Code Section 54957.6(a): Agency Negotiator: Lori Schnaider, Executive Director of Human Resources Employee Organizations: Confidential Association of Santa Ana (CASA) Santa Ana Police Management Association (PMA) RECONVENE – City Council will reconvene to continue regularCitybusiness. CITY COUNCIL 2 OCTOBER 7, 2025 CITY COUNCIL REGULAR OPEN SESSION CALLTO ORDER MINUTES:Mayor Amezcuareconvened the CityCouncil Meeting toorder at 6:00 P.M. ATTENDANCE CouncilmembersPhilBacerra Johnathan Ryan Hernandez Jessie Lopez DavidPenaloza Thai Viet Phan Mayor ProTem Benjamin Vazquez Mayor ValerieAmezcua City ManagerAlvaro Nuñez City AttorneySoniaR.Carvalho City Clerk Jennifer L. Hall ROLL CALL MINUTES:City Clerk Jennifer L. Hall conducted roll call. Councilmembers Bacerra, Hernandez, Lopez (via teleconference), Penaloza, Phan, Mayor Pro Tem Vazquez, and Mayor Amezcua were present. PLEDGE OFALLEGIANCE Charles Barfield aka CB WORDS OF INSPIRATION Liz Sanchez, Templo Calvario ADDITIONS\\DELETIONS TO THE AGENDA MINUTES: City Clerk Jennifer L. Hall announcedthe removal of Agenda Item No. 5 from Council consideration per Councilmember Phan’s request. CEREMONIAL PRESENTATIONS 1. Proclamationpresented by Mayor Pro Tem Vazquez to Hugo, Tyler, and Nilsson Vazquez of the Santa Ana Unified Transitional Program declaring October 2025 as National Disability Employment Awareness Month MINUTES: Mayor Pro Tem Vazquez presented a proclamation to Hugo,Tyler, and Nilsson Vazquez of the Santa Ana Unified Transitional Program declaring October 2025 as National Disability Employment Awareness Month. CITY COUNCIL 3 OCTOBER 7, 2025 2. Proclamation presented by Councilmember Bacerrato Philippine Consulate General declaring October 2025 as Filipino American History Month MINUTES: Councilmember Bacerrapresented a proclamation to Philippine Vice Consul Levi Anthony Malaylay declaring October 2025 as Filipino American History Month. CLOSED SESSION REPORT – The City Attorney will report on any action(s) from Closed Session. MINUTES: City Attorney Sonia Carvalho stated there was no reportable action. PUBLIC COMMENTS – Public comments will be held during the beginning of the meeting forALLcomments on agenda and non-agenda items. MINUTES:City Clerk Jennifer L. Hall reported out the summary of email comments received: five (5) Agenda Item No. 10, one (1) Agenda Item No. 18, four (4) Agenda Item No. 23, one (1) Agenda Item No. 24, and (14) non-agenda comments. The following speakers addressed City Council in-person: 1. Bruce Senator spoke regarding the need for a refrigerator box truck for the Delhi Food pantry program, privatization and commercialization of city parks, homeless issue along the railroad tracks, digital signage, graffiti damage, and Warner traffic concerns and widening project. 2. Mark Spratt expressed concern regarding Councilmember Lopez’s sponsored event in the City of Anaheim, spoke regarding the City’s financial instability, and requested accountability for usage of tax payer monies and Councilmember Lopez’s resignation from running for Assembly. 3. Phoenix Pineda thanked Councilmember Hernandez for his kind words in honor of her late husband Sid Pineda. She spoke regarding her husband’s release of employment, believed employees are unjustly being laid off, put on leave, or forced into early retirement, and requested the City Council investigate the incidents. 4. Bryan Leos requested a meeting with the City Manager and stated his team does not have access to City fields. 5. Melissa Aburto spoke regarding inequitable access to City fields and requested a meeting with the City Manager to address the issue. 6. Sue Palik expressed concern regarding Councilmember Hernandez’s social media comments, requested Councilmember Hernandez recuse himself from items related to the Police Department, and expressed interest in meeting with him to discuss various topics. CITY COUNCIL 4 OCTOBER 7, 2025 7. Tommy Fernandez spoke regarding the use of City fields, submitting a public records request, proper staffing in the City, possible unjust terminations, and in opposition to Item No. 21. 8. Cesar spoke regarding inequitable access to the City fields and the importance of investing in the City’s youth. 9. Gisela Villaverde (translation: Spanish) spoke regarding Maquina and local soccer teams’ usage of City fields. 10. Aliyah Nuñez spoke regarding Agenda Item No. 21 11. Chris Williams expressed concern regarding drug and homeless issues in Ward 6. 12. Pedro Magallon spoke regarding the use of City fields. 13. Johnny A. Mejia spoke regarding the use of City fields. 14. Dale Helvig spoke regarding Agenda Item No. 10, number of rental units affected by the Rent Stabilization Ordinance, expressed concern regarding the usage of monies at the Little Arabia event in the City of Anaheim, and closed session lawsuits that are in favor of the City. 15. Leandro Cheluca spoke regarding the use of City fields. 16. Johanna Lopez spoke regarding Agenda Item No. 21 and requested justice for Brandon Lopez. 17. Karen Perez expressed concern regarding the use of City fields and requested a meeting with Council to discuss. There were no speakers at the teleconference physical location. The following speaker addressed City Council via teleconference: 18. ElizabethMejica expressed concern regarding misallocated funding, code enforcement division staffing, and code enforcement officers who are no longer employed with the City. 19. Marilyn thanked the Council for Downtown improvements and expressed concern regarding allocating City resources with code enforcement, understaffing, and issues within the division. 20.Luisaspoke regarding the code enforcement division. 21.Fernando Deverasspoke regarding Agenda Item No. 21. CITY COUNCIL 5 OCTOBER 7, 2025 22. LisaTran requested Union Pacific Railroad hire a 24/7 security team and expressed concern regarding drugs, crime, and homeless encampments along railroad corridors. City Attorney Sonia Carvalho explained that she had advised Councilmember Hernandez to recuse himself from Item No. 21 and noted that he was permitted to make a public comment regarding his personal situation. 23. Johnathan Hernandez spoke regarding Item No. 21, expressing concerns with the Santa Ana Police Department, emphasizing the First Amendment right to free speech and the importance of being a voice for the community, and spoke in opposition to the item. AGENDA ITEM NO. 21 MOVED OUT OF ORDER Councilmember Hernandezrecused himself from Item No. 21 and left the dais at 7:23 P.M. 21. Consideration of Possible Censure of Councilmember Hernandez Department(s): City Attorney’s Office Recommended Action: There is no staff recommendation. However, based on direction given by the City Council and reported out of closed session, this item is being presented for the Mayor and City Council of the City of Santa Ana, to review and discuss the process for censure arising from allegations made against Councilmember Hernandez. If appropriate, the Mayor and Council may provide further direction. MINUTES: City Attorney Sonia Carvalho explained the process and the authority for the item and stated there is no staff recommendation as it is a council generated item. Mayor Pro Tem Vazquez expressed concern regarding the item as Councilmember Hernandez may sue the City since it goes against the First Amendment and spoke about a similar case where the same instance happened where the Councilmember sued the City due to being censured. Councilmember Penaloza requested clarification on the item: whether the item is to censure or a recommendation on what the Council would like to proceed with. City Attorney Carvalho clarified a censure is a two-step process, beginning with informing the public of the issues and the Council’s intended direction, and a separate hearing would be held with a draft resolution, providing the individual full due process. She noted tonight’s meeting is to determine whether the Council wishes to move forward with a censure and clarified the City’s process regarding complaints made against employees. CITY COUNCIL 6 OCTOBER 7, 2025 Councilmember Penaloza spoke regarding due process and requested the allegations be investigated. Councilmember Bacerra asked whether a censure is a violation of First Amendment rights, spoke regarding due process, and requested the allegations be investigated. City Attorney Carvalho explained censures are often upheld and clarified the case Mayor Pro Tem Vazquez spoke regarding being Miller v. Sawant, Case No. 2:18- cv-00506-MJP. Councilmember Phan requested the allegations be investigated so the Council can move forward with other City matters. Councilmember Lopez asked whether the City has conducted an investigation. City Manager Alvaro Nuñez explained an investigation had been conducted by Human Resources regarding the allegations. Mayor Amezcua stated there were six councilmembers during the Closed Session discussion where recommendations were made and expressed all members voted to bring this subject forth to the public. City Attorney Carvalho confirmed six members were present, with Councilmember Hernandez absent, and explained the two-step process – one internally with the City’s process regarding the city’s policy on harassment and retaliation and second under the City Council under the Ethics Code, and all member present did vote in favor to bring forth an item to determine whether the Council would like to pursue a censure. Mayor Amezcua echoed Councilmember Phan’s thoughts, emphasized all six Councilmembers voted to bring the item forward to the public, thanked City Attorney Carvalho for all the work she has conducted regarding this matter, spoke in support of the allegations be investigated, and requested the findings be brought back to Council. MOTION: Mayor Amezcua moved to direct staff to perform a formal investigation to be brought back at the first meeting in January 2026, seconded by Councilmember Phan. The motion carried, 4-2-1, by the following roll call vote: AYES: COUNCILMEMBER BACERRA, COUNCILMEMBER PENALOZA, COUNCILMEMBER PHAN, MAYOR AMEZCUA NOES:COUNCILMEMBER LOPEZ, MAYOR PRO TEM VAZQUEZ ABSTAIN: COUNCILMEMBER HERNANDEZ (recusal) ABSENT: NONE Status: 4– 2–1 – Pass CITY COUNCIL 7 OCTOBER 7, 2025 CONSENTCALENDAR RECOMMENDEDACTION:Approvestaffrecommendationsonthefollowing ConsentCalendarItems: 3 through 18 and waive reading of all resolutions and ordinances. MINUTES: At 7:59 P.M., the Consent Calendar was considered. Councilmember Bacerra pulled Item No. 10 for separate discussion and consideration. MOTION: Councilmember Penalozamoved to approve the Consent Calendar item Nos. 3 through 18 with the exception of Agenda Item Nos. 5 (withdrawn) and 10 pulled for separate discussion and consideration, seconded by Mayor Pro Tem Vazquez. The motion carried, 6-0-0-1, by the following roll call vote: AYES:COUNCILMEMBER BACERRA, COUNCILMEMBER LOPEZ, COUNCILMEMBER PENALOZA, COUNCILMEMBER PHAN, MAYOR PRO TEM VAZQUEZ, MAYOR AMEZCUA NOES: NONE ABSTAIN:NONE ABSENT: COUNCILMEMBER HERNANDEZ Status:6 –0 – 0 – 1 – Pass 3. Excused Absences Department(s): City Clerk’s Office Recommended Action: Excuse the absent members. 4. Minutes from the Regular Meeting of August 19, 2025 (corrected) and September 16, 2025 Department(s): City Clerk’s Office Recommended Action: Approve minutes. AGENDA ITEM NO. 5 WAS WITHDRAWN FROM CONSIDERATION 5. Appoint Richard Santana Nominated by Councilmember Phan as the Ward 1 Representative to the Community Development Commission for a Partial Term Expiring December 12, 2028 Department(s): City Clerk’s Office Recommended Action: Appoint Richard Santana to the Community Development Commission as the Ward 1 representative and administer the Oath of Office. (Pursuant to SAMC Sec. 2-326(a), requires five affirmative votes.) CITY COUNCIL 8 OCTOBER 7, 2025 6. Public Facilities Naming No. 2025-02 - Naming of the Santa Ana Police Athletic & Activity League (PAAL) Center at 2627 W. McFadden Avenue Pursuant to SAMC Section 33-8 Department(s): Planning and Building Agency Recommended Action: Affirm the Planning Commission’s adoption of a resolution approving Public Facilities No. 2025-02 naming the Santa Ana Police Athletic & Activity League (PAAL) Center at 2627 West McFadden Avenue as the Jose Vargas PAAL Center. 7. Appropriation Adjustments to Carryover Unspent Amounts from Fiscal Year 2024-25 to Fiscal Year 2025-26 Department(s): Finance and Management Services Recommended Action: 1. Approve an Appropriation Adjustment to reduce the FY2024-25 budget for unspent amounts carried forward to FY2025-26. (Requires five affirmative votes) 2. Approve an Appropriation Adjustment to increase the FY2025-26 budget for amounts carried forward from FY2024-25. (Requires five affirmative votes) 8. Additional Construction Funding to Address Critical Maintenance Needs and Original Workmanship Quality Issues for the Newhope Library Renovation Project (Project No. 22-1802) (General Fund) (Non General Fund) Department(s): Library Recommended Action: 1. Approve additional construction funding for the Newhope Library Renovation Project in the amount of $600,000 in General Fund and Cannabis Public Benefit Fund funding. 2. Approve an amendment to the Fiscal Year 2025-26 Capital Improvement Program to include $600,000 in construction funds for the Newhope Library Renovation Project (Project No. 22-1802). 9. License Agreement with Bowers Museum for Digital Marquee Placement Department(s): City Manager’s Office Recommended Action: Authorize the City Manager to execute a license agreement with The Charles W. Bowers Museum Corporation to grant the City use of a specific section of real property, located on the northeast corner of 1914 W. Main St., for placement of a digital marquee for a 10-year term, with provisions for an automatic 10-year extension. (Agreement No. A-2025-164) CITY COUNCIL 9 OCTOBER 7, 2025 AGENDA ITEM NO. 10 PULLED FOR SEPARTE DISCUSSION AND CONSIDERATION MINUTES: Councilmember Hernandez returned to the dias at 8:01 P.M. 10.Agreement with OpportunitySpace Inc. dba Tolemi for a Rental Registry Portal to Enforce the Rent Stabilization and Just Cause Eviction Ordinance (Spec. 25-073) (Non-General Fund) Department(s):Community Development Agency Recommended Action: Authorize the City Manager to execute an agreement with OpportunitySpace Inc. dba Tolemito implement, operate, and maintain a Rental Registry portal in a total amount not to exceed $580,000 for a three-year term beginning October 7, 2025, and expiring October 6, 2028, with provisions for two one-year extensions (Agreement No. A-2025-165). MINUTES: Councilmember Bacerraasked how much revenue the rental registry program has generated this year, how many units were accounted for, whether the amount received would be on an ongoing basis, and if the presented contract is funded solely from program-generated revenues. Community Development Director Mike Garcia stated that the rental registry program has generated $2.2 million to date, is projected to receive approximately $2.2 to $2.3 million annually, and the contract is fully funded by registry fee revenues from the program. MOTION: Councilmember Bacerra moved to approve the recommended action for Item No. 10, seconded by Mayor Pro Tem Vazquez. The motion carried, 7-0, by the following roll call vote: AYES: COUNCILMEMBER BACERRA, COUNCILMEMBER HERNANDEZ, COUNCILMEMBER LOPEZ, COUNCILMEMBER PENALOZA, COUNCILMEMBER PHAN, MAYOR PRO TEM VAZQUEZ, MAYOR AMEZCUA NONE NOES: ABSTAIN:NONE ABSENT: NONE Status: 7– 0 – Pass CITY COUNCIL 10 OCTOBER 7, 2025 11. Purchase Order Contracts to American Sanitary Supply Inc., Imperial Bag & Paper Co. LLC dba Imperial Dade, Signal Hill Auto Enterprises Inc. dba Supply Solutions, and Veritiv Operating Company for Paper and Janitorial Products (Specification No. 25-115) (General Fund & Non-General Fund) Department(s):Finance and Management Services Recommended Action:Award Aggregate Purchase Order Contracts to vendors listed below for paper and janitorial products on an as-need basis in an annual aggregate amount not to exceed $315,645, for an initial one-year term expiring on October 6, 2026, with provisions for four, one-year renewal options, for a shared aggregate amount not-to-exceed total amount of $1,578,225. Vendor Location American Sanitary Supply Inc.Brea, CA Imperial Bag & Paper Co. LLC dba Imperial DadeLoma Linda, CA Signal Hill Auto Enterprises Inc. dba Supply Solutions Fullerton, CA Veritiv Operating Company Downey, CA 12. Purchase Order Contracts to Acme Supply Co., Ltd., Bob Barker Company, Inc., and Victory Supply, LLC for Incarcerated Persons Supplies (Specification No. 25-084) (General Fund) Department(s): Police Department Recommended Action: Award Aggregate Purchase Order Contracts to vendors listed below for incarcerated persons supplies on an as-needed basis in an estimated annual aggregate amount not to exceed $73,000 for an initial one-year term expiring on October 6, 2026, with provisions for four (4) one (1)-year renewal options and a total amount not to exceed $365,000 over a five-year period. VendorLocation Acme Supply Co., Ltd Glen Cove, NY Bob Barker Company, Inc. Fuquay Varina, NC Victory Supply, LLC Mount Pleasant, TN 13. Aggregate Purchase Order Contracts with Ferguson Enterprises, LLC dba Ferguson Waterworks, Orange County WinWater, and S&J Supply Company, Inc. for Waterworks Fittings and Supplies (Specification No. 25-010) (Non- General Fund) Department(s): Public Works Agency Recommended Action: Award Aggregate Purchase Order Contracts to Ferguson Enterprises, LLC dba Ferguson Waterworks, Orange County WinWater, and S&J Supply Company, Inc. for waterworks fittings and supplies on an as-needed basis for a shared annual aggregate amount not-to-exceed $800,000, for the term beginning October 7, 2025 and expiring October 6, 2026, with provisions for four, one-year renewal options. CITY COUNCIL 11 OCTOBER 7, 2025 14. Aggregate Agreements for Plumbing Contractor Services (Specification No. 25-070A) (General Fund & Non-General Fund) Department(s): Public Works Agency Recommended Action:Authorize the City Manager to execute agreements with Elegant Construction, Inc., Pacific Plumbing Company of Santa Ana, Pro-Craft Construction, Inc., and Verne’s Plumbing, Inc. for plumbing contractor services for a shared aggregate amount not-to-exceed total amount of $2,012,500, for the term beginning October 7, 2025 and expiring October 6, 2028, with provisions for one, two-year extension (Core Agreement No. A-2025-166). 15.Aggregate Agreements for Electrical Contractor Services (Specification No. 25-069A)(General Fund & Non-General Fund) Department(s): Public Works Agency Recommended Action:Authorize the City Manager to execute agreements with Fineline Products, Inc. dba Fineline Electric, Inter-Pacific, Inc., Radiant Electric LLC, and Williams and Maher, Inc. for electrical contractor services for shared aggregate not-to-exceed total of $3,150,000 for the term beginning October 7, 2025 and expiring October 6, 2028, with provisions for one, two-year extension (Core Agreement No. A-2025-167). 16. Second Amendment to Agreement with Mark Thomas & Company, Inc. for Grant Writing Services (No. 22-6899, 24-6899, 25-6899 & 26-6899) (Non- General Fund) Department(s): Public Works Agency Recommended Action: Authorize the City Manager to execute the second amendment to the agreement with Mark Thomas & Company, Inc. for grant writing services for the Santa Ana Boulevard Grade Separation in the amount of $75,000, for a new total not-to-exceed amount of $405,000 and exercise the final extension option ending December 20, 2026 (Agreement No. A-2025-168). 17. Memorandum of Understanding Establishing the Terms and Conditions of Employment for Classifications Represented by the Santa Ana Management Association and Resolution Updating the Salary Schedule for Associated Unrepresented Classifications Department(s): Human Resources Recommended Action: 1. Authorize the City Manager to execute a Memorandum of Understanding with the Santa Ana Management Association (“SAMA”) regarding wages, hours, and other terms and conditions of employment effective July 1, 2025 through June 30, 2028 and authorize non-substantive changes which may be necessary to implement the agreement (Agreement No. A-2025-169). CITY COUNCIL 12 OCTOBER 7, 2025 2. Adopt a Resolution updating the salary schedule for associated unrepresented classifications. RESOLUTION NO. 2025-044 entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA TO EFFECT CERTAIN CHANGESTO THE CITY’S CLASSIFICATION AND COMPENSATION PLAN 18. Second Readings for Amendment Application No. 2025-01 and Development Agreement No. 2025-01 Ordinances for The Village Santa Ana Specific Plan Project Located at 1561 W. Sunflower Avenue. Legal notices published in the OC Reporter on September 19, 2025. Department(s): Planning and Building Agency Recommended Action: 1. Conduct a second reading and adopt an ordinance approving Amendment Application No. 2025-01 establishing The Village Santa Ana Specific Plan (Specific Plan No. 6) and approving a zone change for the Project Site at 1561 W. Sunflower Avenue from Specific Development No. 48 to Specific Plan No. 6; and ORDINANCE NO. NS-3086 entitled AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING AMENDMENT APPLICATION NO. 2025-01 TO ESTABLISH THE VILLAGE SANTA ANA SPECIFIC PLAN AND TO APPROVE A ZONE CHANGE FOR THE PROJECT SITE GENERALLY LOCATED AT 1561 W. SUNFLOWER AVENUE, FROM SPECIFIC DEVELOPMENT NO. 48 TO THE VILLAGE SANTA ANA SPECIFIC PLAN (SP-6) 2.Conduct a second reading and adopt an ordinance approving Development Agreement No. 2025-01. ORDINANCE NO. NS-3087 entitled AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING DEVELOPMENT AGREEMENT NO. 2025-01 FOR THE VILLAGE SANTA ANA SPECIFIC PLAN PROJECT GENERALLY LOCATED AT 1561 W. SUNFLOWER AVENUE, BETWEEN THE CITY OF SANTA ANA AND SOUTH COAST PLAZA, A CALIFORNIA GENERAL PARTNERSHIP 3. Determine that, pursuant to the California Environmental Quality Act (CEQA), the ordinances’ second readings are covered by the Final Supplemental Environmental Impact Report (SEIR) No. 2025-01 (SCH No. 2020029087), including environmental findings of fact pursuant to the California Environmental Quality Act, the Statement of Overriding Considerations, and the Mitigation Monitoring and Reporting Program that were certified and adopted by the City Council on September 16, 2025 for the Project (Notice of Determination filed on September 18, 2025). CITY COUNCIL 13 OCTOBER 7, 2025 **END OF CONSENT CALENDAR** BUSINESS CALENDAR MINUTES: At 8:03 P.M., the Business Calendar was considered. 19. Approve the Naming of Park Located at the Southwest Corner of the Intersection of Bristol and Tolliver Streets (712 S. Bristol Street) (Continued from the Regular City Council meeting of September 16, 2025, Item No. 9) Department(s): Planning and Building Agency, Parks, Recreation, and Community Services Recommended Action: Affirm the Planning Commission’s adoption of a resolution approving Public Facilities No. 2025-01 naming the park located at the southwest corner of Bristol Street and Tolliver Street (712 S. Bristol Street) as “Nuestro Park.” MINUTES: Mayor Pro Tem Vazquez spoke regarding Salvador Quintana and recommended the park be named Salvador Quintana Park. Councilmember Bacerra spoke in support of the recommendation. Mayor Amezcua spoke in support of the recommendation and suggested more diversity in the naming of future parks. MOTION: Mayor Pro Tem Vazquezmoved to name the park located at the southwest corner of the intersection of Bristol and Tolliver Streets as Salvador Quintana Park, seconded by Councilmember Penaloza. The motion carried, 7-0, by the following roll call vote: AYES: COUNCILMEMBER BACERRA, COUNCILMEMBER HERNANDEZ, COUNCILMEMBER LOPEZ, COUNCILMEMBER PENALOZA, COUNCILMEMBER PHAN, MAYOR PRO TEM VAZQUEZ, MAYOR AMEZCUA NOES:NONE NONE ABSTAIN: ABSENT: NONE Status: 7– 0– Pass MINUTES: Councilmember Penaloza recused himself from Agenda Item No. 20 due to campaign contributions and left the dais at 8:08 P.M. CITY COUNCIL 14 OCTOBER 7, 2025 20. Third Amendments for Rotational Towing and Storage Services for the Police Department (Continued from the Regular City Council meeting of September 16, 2025, Item No. 15) Department(s): Police Department Recommended Action: Authorize the City Manager to execute the third amendment to the agreements with the following rotational towing service contractors and amend the scope of services to allow for the option and ability to store and release vehicles and/or contents in an area close to, but outside of, the corporate City limits (Agreement Nos. A-2025-170, A-2025-171, and A-2025-172): Standard Enterprises, Inc., dba To’ N’ Mo’; B&D Towing, Inc.; and MetroProRoad Services, Inc. MOTION: Mayor Amezcuamoved to approvethe recommended action for Item No. 20, seconded by Councilmember Bacerra. The motion carried, 5-1-1, by the following roll call vote: AYES: COUNCILMEMBER BACERRA, COUNCILMEMBER HERNANDEZ, COUNCILMEMBER PHAN, MAYOR PRO TEM VAZQUEZ, MAYOR AMEZCUA NOES:COUNCILMEMBER LOPEZ ABSTAIN: COUNCILMEMBER PENALOZA (recusal) ABSENT: NONE Status: 5– 1– 1 – Pass 21. AGENDA ITEM NO. 21 MOVED OUT OF ORDER AND HEARD PRIOR TO THE CONSENT CALENDAR (see page 6) **END OF BUSINESS CALENDAR** COUNCILMEMBER REQUESTED ITEMS 22. Discuss and Consider Providing Direction to the City Manager to Develop and Implement a Santa Ana Police Department Policy Requiring the Installation and Use of In-Car Video Recording Systems in all Patrol Vehicles, with Automatic Activation during Vehicular Pursuits, Code-3 Responses, and Other Critical Enforcement Activities, and to Return to the City Council within 90 Days with a Final Policy and Implementation Plan – Councilmember Lopez (Continued from the Regular City Council meeting of September 16, 2025, Item No. 29) CITY COUNCIL 15 OCTOBER 7, 2025 MINUTES: Councilmember Lopez gave a brief presentation regarding developing and implementing a Santa Ana Police Department policy requiring the installation and use of in-car video recording systems in all patrol vehicles, with automatic activation during vehicular pursuits, code-3 responses, and other critical enforcement activities, and to return to the City Council within 90 days with a final policy and implementationplan. Councilmember Penaloza returned to the dais at 8:11 P.M. Councilmember Bacerra spoke in opposition to the item due to its redundancyand suggested referring the concept to the Police Oversight Commission. Councilmember Hernandez spoke in support of the item. Mayor Pro Tem Vazquez spoke in support of the item. Councilmember Phan spoke in support of the itemand stated she is interested in obtaining additional data. Mayor Amezcua asked for more details on the 30 second delay when turning on body-cameras, cameras within police vehicles, and how many cameras will need to be purchased for vehicles. Police Chief Robert Rodriguez explained all officers in the field are equipped with body-worn cameras, which include a 30-second buffer that captures footage prior to activation and continues recording until the device is turned off. He described the placement of dash cameras within police vehicles and additional cameras mounted on top of vehicles to provide a 360-degree view. He stated approximately 54 additional cameras would need to be purchased, confirmed detectives also wear body-worn cameras, and clarified there are no recording devices inside the vehicles. Mayor Amezcua requested a report be brought back to Council with additional data on which other agencies utilize body-worn and vehicle cameras, the associated costs and potential funding sources, and mentioned having discussions with Neighborhood Association leaders regarding their expectations. Councilmember Penaloza echoed Councilmember Phan’s comments and requested data on what additional capabilities or benefits the cameras could provide. Councilmember Lopez spoke regarding Councilmember Penaloza’s request. Councilmember Bacerra asked for clarification on what the Flock cameras do. Police Chief Rodriguez explained Flock cameras capture license plates on vehicles. CITY COUNCIL 16 OCTOBER 7, 2025 23. Discuss and Consider Providing Direction to the City Manager to Prepare a Resolution in Support of California Proposition 50, also known as the “Election Rigging Response Act.” – Councilmember Penaloza MINUTES: Councilmember Penaloza gave a brief presentation regarding preparing a resolution in support of California Proposition 50. Mayor Amezcua spoke in support of the item. Mayor Pro Tem Vazquez spoke in support of the item. Councilmember Hernandez spoke in support of the item. 24. Discuss and Consider Providing Direction to the City Manager and City Attorney to Direct Staff to Prepare an Ordinance Prohibiting the Use of Algorithmic Pricing Tools – Councilmember Lopez MINUTES: Councilmember Lopez gave a brief presentation regarding preparing an ordinance prohibiting the use of algorithmic pricing tools. Councilmember Hernandez spoke in support of the item. Councilmember Bacerra spoke in support of the item and requested to wait for the outcome of the litigation between the City of Berkeley and RealPage. Mayor Amezcua spoke in support of the item and waiting for the outcome of the City of Berkeley’s litigation. Mayor Pro Tem Vazquez spoke in support of the item and waiting for the outcome of the City of Berkeley’s litigation. Councilmember Penaloza spoke in support of the item and waiting for the outcome of the City of Berkeley’s litigation. Councilmember Phan spoke in support of the item. Councilmember Lopez thanked everyone for their input and explained other cities have also implemented this. WORK STUDY SESSION MINUTES: At 8:42 P.M., the Work Study Session was considered. 25. Permanent Supportive Housing Inspections Work Study Session Department(s): Community Development Agency Recommended Action: Discuss and provide direction to staff. CITY COUNCIL 17 OCTOBER 7, 2025 MINUTES: Community Development Director Mike Garcia gave a presentation regarding the permanent supportive housing inspections. Councilmember Bacerra expressed concerns regarding calls for service and the drug use and criminal activity happening within the housing and requested staff come back to Council with options to improve and reduce calls for service. Mayor Amezcua thanked staff for their work and Santa Ana Police Department for their assistance with calls for service. She expressed concern regarding the frequency of calls and requested information on the types of welfare checks conducted, potential solutions to address these issues, and the actions property management companies are taking to assist. Mayor Pro Tem Vazquez suggested holding meetings with residents, staff, and Santa Ana Police Department to share plans on addressing housing concerns and to build trust and a stronger sense of community. Councilmember Bacerra requested quarterly reports on Santa Ana Police Department and Housing Division's web pages showing the calls for service data. RECESS MINUTES: Mayor Amezcua recessed the City Council meeting and convened to the Housing Authority meeting at 9:21 P.M. RECONVENE MINUTES: Mayor Amezcua reconvened the City Council at 9:25 P.M. CITY MANAGER COMMENTS MINUTES: None. COUNCIL COMMENTS AB1234 DISCLOSURE – If the City paid for travel or other expenses this is the time for members of the Council to provide a brief oral report on attendance of any regional board or commission meeting or any conference, meeting or event attended. MINUTES: Mayor Pro Tem Vazquezrequested a Department of Justice (DOJ) investigation into the Police Officer Association's (POA) health benefits trust, citing an audit that found $6.5 million in public funds lacked oversight for 30 years. He also announced his appointment to the Orange County Commission to Address Homelessness and shared several congratulations for his family's recent milestones. Councilmember Penaloza thanked City Manager Alvaro Nuñez for addressing downtown blight caused by business closures and urged continued focus on the area. CITY COUNCIL 18 OCTOBER 7, 2025 Councilmember Phan shared she recently hosted a trip to the Hoover Dam and the Colorado River to educate residents on water sources, noting Santa Ana gets 80% of its water from the local aquifer. She also recognized Breast Cancer Awareness Month, encouraging the community to stay safe. Councilmember Bacerra announced a playground will be installed at Sandpointe Park this Saturday, October 11th and thanked a resident for helping get a new safety streetlight installed. He disputed the need for a state audit of the POA, stating the council already implemented audit requirements. He concluded with a tribute to the late Lydia Salvetta, a beloved community leader of over 50 years. Councilmember Lopez requested the meeting be adjourned in memory of labor leader Andrea Linder and read the names of immigrants who died in detention this year: Ismael Ayala-Uribe, Jaime Alanis, Roberto Carlos Montoya Valdes, Lorenzo Batrez Vargas, Chaofeng Ge, Tien Phan, Isidro Perez, Johnny Noviello, Jesus Molina-Vega, Abelardo Avelleneda-Delgado, Marie Blaise, Nhon Nguyen, Bryan Rayo-Garzon, Maksym Chernyak, Serawit Dejene, and Genry Ruiz Guillen. She defended the city’s support for diverse cultural events and announced that Santa Ana earned a "Clean California Communities" designation from Caltrans for its cleanup efforts. She also encouraged residents to attend the Taste of Santa Ana. Councilmember Hernandez highlighted two recent library expansions at Delhi and Jerome parks and praised residents for keeping the new facilities well-maintained. He announced several upcoming weekend events, including an OCFA open house, Taste of Santa Ana, and the Willard Neighborhood Association's Trunk-or-Treat. Mayor Amezcua emphasized the need for integrity and refuted a newsletter claim that she returned a $6.9 million grant, calling it misinformation and explaining the city lacked the resources to manage the grant. Stating her priority is the city's long-term financial stability, she highlighted the current positive collaboration between city leadership and the POA. She celebrated a successful Police Department car show and announced her upcoming "InfluenceHER" conference, a Coffee with the Mayor, and the Police Department's Trunk- or-Treat. ADJOURNMENT – Adjourn the City Council meeting. MINUTES: Mayor Amezcua adjourned the City Council Meeting in memory of Andrea Zinder at 9:58 P.M. Respectfully submitted: ___________________________ Jennifer L. Hall, CMC City Clerk CITY COUNCIL 19 OCTOBER 7, 2025 City Clerk’s Office www.santa-ana.org/city-clerks-office Item # 6 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Re-Appoint Members to the Parks, Recreation, and Community Services Commission AGENDA TITLE Re-Appoint Members to the Parks, Recreation, and Community Services Commission Nominated by the Parks, Recreation, and Community Services Agency RECOMMENDED ACTION 1.Re-appoint Silvia Reyes as the Southwest Senior Center representative to the Parks, Recreation, and Community Services Commission for a two-year term expiring October 31, 2027 and administer the Oath of Office. 2.Re-appoint Nancy Gonzalez as the Santa Ana Senior Center representative to the Parks, Recreation, and Community Services Commission for a two-year term expiring October 31, 2027 and administer the Oath of Office. GOVERNMENT CODE §84308 APPLIES: No DISCUSSION Ordinance No. NS-3049, adopted by City Council on July 18, 2023, added two additional members to the Parks, Recreation, and Community Services Commission (PRCSC) to represent older adults who shall be age fifty-five (55) or older. The ordinance outlines that these additional members shall be nominated by one of the City’s two senior centers and appointed by a majority vote of the City Council. Appointed members serve a term of two-years and until their respective successors are appointed or qualified and will be limited to four terms of two-years each. City Council first appointed the two representatives from the City’s senior centers on October 17, 2023: Silvia Reyes from the Southwest Senior Center and David Dang from the Santa Ana Senior Center. Ms. Reyes is completing her first two-year term and is recommended for re-appointment. Mr. Dang resigned from the PRCSC in February 2024. City Council appointed Nancy Gonzales on July 1, 2025 to complete the Re-Appoint Members to the Parks, Recreation, and Community Service Commission October 21, 2025 Page 2 unfinished term for the Santa Ana Senior Center. Ms. Gonzalez is completing this partial term and is recommended for re-appointment. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT There is no fiscal impact associated with this action Submitted By: Jennifer L. Hall, City Clerk Approved By: Alvaro Nuñez, City Manager Public Works Agency www.santa-ana.org/pw Item # 7 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Sewer System Management Plan 2025 Update AGENDA TITLE Sewer System Management Plan 2025 Update RECOMMENDED ACTION Receive and File the Sewer System Management Plan 2025 Update GOVERNMENT CODE §84308 APPLIES: No DISCUSSION The Public Works Agency Water Resources Division (PWA) oversees and maintains the daily operations of the City’s water and sanitary sewer systems. The sanitary sewer system includes approximately 390 miles of sewer main, 9,000 manholes, 48,500 sewer laterals, and two sewage lift stations. All sewage carried by the City’s sewer mains is conveyed to the Orange County Sanitation District for treatment. The State Water Resources Control Board (SWRCB) promulgates regulations statewide regarding sewer systems and wastewater collection and treatment. On December 6, 2022, SWRCB adopted Order No. 2022-0103. The new order updated the statewide general waste discharge requirements for all public entities that own and operate sanitary sewer systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly-owned treatment facility in the State of California. One of the requirements is to continue with the development and implementation of a system-specific Sewer System Management Plan (SSMP), to audit the plan periodically, and update every five (5) years. The previous SSMP that was approved on November 17, 2020 has been updated to comply with current SWRCB Order No. 2022-0103. The City's SSMP 2025 Update and sewer maintenance and management program (Exhibit 1) comply with the new SWRCB order. The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all elements of the City's sanitary sewer collection system to minimize the occurrence of sanitary sewer overflows onto City streets. The City of Santa Ana recognizes the importance of protecting quality of life and the environment by preventing sanitary sewer overflows. To this end, with City Council approval, staff has continually made improvements to the operation and maintenance of the City's sewer system, including the expanded use of trenchless Sewer System Management Plan 2025 Update October 21, 2025 Page 2 methods for repairing and constructing sewer mains and laterals, such as pipe lining and pipe bursting. In addition, the City has implemented the installation of manhole monitoring technology that provides real-time alerts warning staff of potential overflows before they occur. The City of Santa Ana is a leader in sewer system management and received the 2022 award from the California Water Environment Association (CWEA) for Best Sewer Collections Agency in the State. The SSMP 2025 Update reflects the efforts made by staff to allow Santa Ana to continue to be a leader in the sewer system industry, as well as to be at the forefront of practices preventing sewage overflows from entering waterways and protecting our environment. Staff recommends the City Council receive and file the SSMP 2025 Update. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT There is no direct fiscal impact associated with this action. However, the SSMP requires a sewer system maintenance and capital improvement plan that will require operational and capital expenditures. The costs for these programs are funded through the Sanitary Sewer Service Fund and are budgeted annually. EXHIBIT 1.Sewer System Management Plan 2025 Update may be reviewed at: https://www.santa-ana.org/documents/sewer-system-management-plan-ssmp/ Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager 3¤¶¤± 3¸²³¤¬ - ­ ¦¤¬¤­³ 0« ­ City of Santa Ana 7 ³¤± 2¤²®´±¢¤² $¨µ¨²¨®­ 5/2/2025 0±¤¯ ±¤£ 5­£¤± ³§¤ 3´¯¤±µ¨²¨®­ ®¥Ȁ #¤² ± %ȁ Barrera, P.E. $¤¯´³¸ 0´¡«¨¢ 7®±ª² $¨±¤¢³®±ȝ7 ³¤± 2¤²®´±¢¤² - ­ ¦¤± 4 ¡«¤ ®¥ #®­³¤­³² SSMP Update Log .............................................................................................................................. i Abbreviations / Acronyms ............................................................................................................... ii Definitions ....................................................................................................................................... iii Section 1: Sewer System Management Plan Goal and Introduction ...................................... 1-1 Section 2: Organization ....................................................................................................... 2-1 Section 3: Legal Authority ................................................................................................... 3-1 Section 4: Operation and Maintenance Program.................................................................. 4-1 Section 5: Design and Performance Provisions ..................................................................... 5-1 Section 6: Spill Emergency Response Plan ............................................................................ 6-1 Section 7: Sewer Pipe Blockage Control Program ................................................................. 7-1 Section 8: System Evaluation, Capacity Assurance and Capital Improvements ...................... 8-1 Section 9: Monitoring, Measurement and Program Modifications ....................................... 9-1 Section 10: Internal Audits ................................................................................................ 10-1 Section 11: Communication Program ................................................................................. 11-1 Appendices Appendix A SWRCB Order No. 2022-0103-DWQ Appendix B Organizational Chart, The City of Santa Ana, Public Works Agency Appendix C Spill Emergency Response Plan Appendix D City of Santa Ana Municipal Code Chapter 39 Appendix E City of Santa Ana Ordinance NS 2921 Appendix F City of Santa Ana Standard Plans (for Sewer) Appendix G The City of Santa Ana Standard Specifications of Sewer Construction Appendix H Sewer Lateral Maintenance Flyer Appendix I Sample Video Inspection Log and Inspection Report Appendix J Appendix K Sam Appendix L The City of Santa Ana FOG Control Program Manual Appendix M #¨³¸ ®¥ 3 ­³  !­ 4 ¡«¤ ®¥ #®­³¤­³²ȝ$¤¥¨­¨³¨®­²ȝ!¡¡±¤µ¨ ³¨®­² SSMP Date Description of Change/Revision Made Change Authorized By: Element Original SSMP 5/2/2009 All Sections Principal Civil Engineer 5/2/2014 All Sections 5-year SSMP update Principal Civil Engineer 4/23/2020 All Sections 5-Year SSMP update Principal Civil Engineer 5/2/2025 All Sections Updated per 2022 WDR Requirements Principal Civil Engineer ¨ 2025 #¨³¸ ®¥ 3 ­³  !­ 4 ¡«¤ ®¥ #®­³¤­³²ȝ$¤¥¨­¨³¨®­²ȝ!¡¡±¤µ¨ ³¨®­² !¡¡±¤µ¨ ³¨®­² ȝ !¢±®­¸¬² BMP Best Management Practice CCTV Closed Circuit Television CEQA The California Environmental Quality Act CIWQS California Integrated Water Quality System CM Corrective Maintenance CMMS Computerized Maintenance Management System CIP Capital Improvement Program CWEA California Water Environment Association EML Enhanced Maintenance Location FOG Fats, Oils, Grease FSE Food Service Establishment GIS Geographical Information System I/I Inflow / Infiltration LRO Legally Responsible Official MRP Monitoring and Reporting Program NASSCO National Association of Sewer Service Companies NPDES National Pollution Discharge Elimination Program OCHCA Orange County Health Care Agency OC San Orange County Sanitation District OES State Office of Emergency Services O&M Operation and Maintenance PM Preventative Maintenance PVC Polyvinyl Chloride RWQCB Regional Water Quality Control Board SERP Spill Emergency Response Plan SLRRP Sewer Lateral Replacement and Repair Program SSIMS Sewer System Infrastructure Maintenance System SSMP Sewer System Management Plan Spill Sanitary Sewer Spill SWRCB State Water Resources Control Board WDR Waste Discharge Requirements ¨¨ 2025 #¨³¸ ®¥ 3 ­³  !­ 4 ¡«¤ ®¥ #®­³¤­³²ȝ$¤¥¨­¨³¨®­²ȝ!¡¡±¤µ¨ ³¨®­² Definitions City The City of Santa Ana Enrollee A federal or state agency, municipality, county, City, and other public entity that owns or operates a sanitary sewer system, as defined in the general WDRs, and that has submitted a complete and approved application for coverage under State Water Resources Control Board Order No. 2022-0103-DWQ. Nuisance California Water Code section 13050, subdivision (m), defines nuisances as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. c. Occurs during, or as a result of, the treatment or disposal of wastes. Sanitary Sewer Spills Any overflow, spill, release. Discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. Sanitary Sewer System Any system of pipes, pump stations, sewer lines, or other conveyances, upstream of a wastewater treatment plant headworks used to collect and convey wastewater to the publicly owned treatment facility. Temporary storage and conveyance facilities (such as vaults, temporary piping, construction trenches, wet wells, impoundments, tanks, etc.) are considered to be part of the sanitary sewer system, and discharges into these temporary storage facilities are not considered to be SSOs. Satellite collection system The portion, if any, of a sanitary sewer system owned or operated by a different public agency than the agency that owns and operates the wastewater treatment facility to which the sanitary sewer system is tributary. Sewage Untreated or partially treated domestic, municipal, commercial and/or industrial waste (including sewage sludge), and any mixture of these wastes with inflow or infiltration of stormwater or groundwater, conveyed in a sanitary sewer system. Spill Reporting System Online spill reporting system that is hosted, controlled, and maintained by the State Water Board. The web address for this site is http://ciwqs.waterboards.ca.gov. This online database is maintained on a secure site and is controlled by unique usernames and passwords. Untreated or partially treated Any volume of waste discharged from the sanitary sewer system wastewater upstream of a wastewater treatment plant headworks. ¨¨¨ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΐ Ȁ 33-0 '® «  ­£ )­troduction 3¤¢³¨®­ ΐȀ 33-0 'oal  ­£ )­³±®£´¢³¨®­ Section Δ ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-Δ ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ 33-0 Goal  ­£ )­³±®£´¢³¨®­Ȁ 4§¤ ¦® « ®¥ ³§¤ 33-0 (Plan) ¨² ³® ¯±®µ¨£¤   ¯« ­  ­£ ²¢§¤£´«¤ ³® Δȩ ¯±®¯¤±«¸ ¬ ­ ¦¤Ǿ ®¯¤± ³¤Ǿ  ­£ ¬ ¨­³ ¨­  «« ¯ ±³² ®¥ ³§¤ ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬Ȩ²ȩǾ Εȩ ±¤£´¢¤  ­£ ¯±¤µ¤­³ ²¯¨««²Ǿ  ­£ Ζȩ ¢®­³ ¨­  ­£ ¬¨³¨¦ ³¤ ²¯¨««² ³§ ³ £® ®¢¢´±ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤   ­ ±± ³¨µ¤ ¨­³±®£´¢³¨®­ ²¤¢³¨®­ ³§ ³ £¨²¢´²²¤² ³§¤ ¥®««®¶¨­¦Ȁ (a) ! ¦¤­¤± « £¤²¢±¨¯³¨®­ ®¥ ³§¤ «®¢ « ²¤¶¤± ²¸²³¤¬ ¬ ­ ¦¤¬¤­³ ¯±®¦± ¬  ­£ £¨²¢´²² 0« ­ ¨¬¯«¤¬¤­³ ³¨®­  ­£ ´¯£ ³¤²ǿ (b) ! ²¢§¤£´«¤ ¥®± ³§¤ %­±®««¤¤ ³® ´¯£ ³¤ ³§¤ 0« ­Ǿ ¨­¢«´£¨­¦ ³§¤ ²¢§¤£´«¤ ¥®± ¢®­£´¢³¨­¦ ¨­³¤±­ «  ´£¨³²ȁ 4§¤ ²¢§¤£´«¤ ¬´²³ ¨­¢«´£¤ ¬¨«¤²³®­¤² ¥®± ³§¤ ¨­¢®±¯®± ³¨®­ ®¥  ¢³¨µ¨³¨¤²  ££±¤²²¨­¦ ³§¤ ¯±¤µ¤­³¨®­ ®¥ ²¤¶¤± ²¯¨««²ǿ (c) ! £¤²¢±¨¯³¨®­ ®¥ ³§¤ %­±®««¤¤-®¶­¤£  ²²¤³²  ­£ ²¤±µ¨¢¤  ±¤ Ǿ ¨­¢«´£¨­¦ ¡´³ ­®³ «¨¬¨³¤£ ³®Ȁ «®¢ ³¨®­Ǿ ¨­¢«´£¨­¦ ¢®´­³¸Ȩ¨¤²ȩǾ ²¤±µ¨¢¤  ±¤  ¡®´­£ ±¸Ǿ ¯®¯´« ³¨®­  ­£ ¢®¬¬´­¨³¸ ²¤±µ¤£Ǿ ²¸²³¤¬ ²¨¹¤ Ȩ¨­¢«´£¨­¦ ³®³ « «¤­¦³§ ¨­ ¬¨«¤²Ǿ «¤­¦³§ ®¥ ¦± µ¨³¸ ¬ ¨­«¨­¤²Ǿ «¤­¦³§ ®¥ ¯±¤²²´±¨¹¤£ Ȩ¥®±¢¤ȩ ¬ ¨­²Ǿ  ­£ ­´¬¡¤± ®¥ ¯´¬¯ ²³ ³¨®­²  ­£ ²¨¯§®­²ȩǾ ²³±´¢³´±¤² £¨µ¤±³¨­¦ ²³®±¬¶ ³¤± ³® ³§¤ ²¸²³¤¬Ǿ £ ³  ¬ ­ ¦¤¬¤­³ ²¸²³¤¬²Ǿ ²¤¶¤± ²¸²³¤¬ ®¶­¤±²§¨¯  ­£ ®¯¤± ³¨®­ ±¤²¯®­²¨¡¨«¨³¨¤² ¡¤³¶¤¤­ %­±®««¤¤  ­£ ¯±¨µ ³¤ ¤­³¨³¨¤² ¥®± ´¯¯¤±  ­£ «®¶¤± ²¤¶¤± « ³¤± «²Ǿ ³§¤ ¤²³¨¬ ³¤£ ­´¬¡¤± ®± ¯¤±¢¤­³ ®¥ ±¤²¨£¤­³¨ «Ǿ ¢®¬¬¤±¢¨ «Ǿ  ­£ ¨­£´²³±¨ « ²¤±µ¨¢¤ ¢®­­¤¢³¨®­²Ǿ  ­£ ´­¨°´¤ ²¤±µ¨¢¤ ¡®´­£ ±¸ ¢®­£¨³¨®­²  ­£ ¢§ ««¤­¦¤Ȩ²ȩȁ (d) -to-£ ³¤ ¬ ¯ ®¥ ¨³² ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬  ² ±¤°´¨±¤£ ¨­ 3¤¢³¨®­ ΗȁΔ ®¥ ³§¤ /±£¤±ȁ 1.1 Goals The City of Santa Ana recognizes the importance of protecting ocean water quality by preventing sewer spills and has supplemented its existing sewer system maintenance practices with the Waste Discharge Requirements (WDR). The following specific goals have also been identified to serve as key performance indicators of the program. The success of the SSMP program is evaluated based on the accomplishments of these goals: Conduct a system-wide closed-circuit television inspection (CCTV) of all manholes and gravity mains at least once every eight years; Inspect 100% of gravity grease interceptors annually; Meet the assigned cleaning frequencies for all gravity mains; and ΐȃΐ 2025 ¸ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΑȀ Organization Section2:Organization Section Ε ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-Ε ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ /±¦ ­¨¹ ³¨®­Ȁ 4§¤ Plan ¬´²³ ¨£¤­³¨¥¸ ®±¦ ­¨¹ ³¨®­ « ²³ ¥¥¨­¦ ±¤²¯®­²¨¡«¤  ­£ ¨­³¤¦± « ¥®± ¨¬¯«¤¬¤­³¨­¦ ³§¤ «®¢ « 33-0 ³§±®´¦§  ­ ®±¦ ­¨¹ ³¨®­ « ¢§ ±³ ®± ²¨¬¨« ± ­ ±± ³¨µ¤ £®¢´¬¤­³ ³¨®­ ³§ ³ ¨­¢«´£¤²Ȁ (a) 4§¤ ­ ¬¤ ®¥ ³§¤ L¤¦ ««¸ R¤²¯®­²¨¡«¤ /¥¥¨¢¨ « Ȩ,2/ȩ  ² ±¤°´¨±¤£ ¨­ 3¤¢³¨®­ ΘȁΔ ®¥ ³§¤ /±£¤±ǿ (b) 4§¤ ¯®²¨³¨®­ ³¨³«¤²Ǿ ¤¬ ¨«  ££±¤²²¤²Ǿ  ­£ ³¤«¤¯§®­¤ ­´¬¡¤±² ¥®± ¬ ­ ¦¤¬¤­³Ǿ  £¬¨­¨²³± ³¨µ¤Ǿ  ­£ ¬ ¨­³¤­ ­¢¤ ¯®²¨³¨®­² ±¤²¯®­²¨¡«¤ ¥®± ¨¬¯«¤¬¤­³¨­¦ ²¯¤¢¨¥¨¢ 33-0 ¤«¤¬¤­³²ǿ (c) 4§¤ 33-0 ¬´²³ ¨£¤­³¨¥¸ «¨­¤² ®¥  ´³§®±¨³¸ ³§±®´¦§  ­ ®±¦ ­¨¹ ³¨®­ ¢§ ±³ ®± ²¨¬¨« ± £®¢´¬¤­³ ¶¨³§   ­ ±± ³¨µ¤ ¤·¯« ­ ³¨®­ǿ  ­£ (d) 4§¤ ¢§ ¨­ ®¥ ¢®¬¬´­¨¢ ³¨®­ ¥®± ±¤¯®±³¨­¦ ²¯¨««²Ǿ ¥±®¬ ±¤¢¤¨¯³ ®¥   ¢®¬¯« ¨­³ ®± ®³§¤± ¨­¥®±¬ ³¨®­Ǿ ¨­¢«´£¨­¦ ³§¤ ¯¤±²®­ ±¤²¯®­²¨¡«¤ ¥®± ±¤¯®±³¨­¦ ²¯¨««² ³® ³§¤ 3³ ³¤  ­£ 2¤¦¨®­ « 7 ³¤± "® ±£  ­£ ®³§¤±  ¦¤­¢¨¤² ¨¥  ¯¯«¨¢ ¡«¤ Ȩ²´¢§  ² #®´­³¸ (¤ «³§ /¥¥¨¢¤±Ǿ #®´­³¸ %­µ¨±®­¬¤­³ « (¤ «³§ !¦¤­¢¸Ǿ 2¤¦¨®­ « 7 ³¤± "® ±£Ǿ  ­£ȝ®± 3³ ³¤ /¥¥¨¢¤ ®¥ %¬¤±¦¤­¢¸ 3¤±µ¨¢¤² Ȩ/%3ȩȩȁ 2.1 ,¤¦ ««¸ 2¤²¯®­²¨¡«¤ /¥¥¨¢¨ « Per the 2022 WDR Order, all Enrollees must designate a Legally Responsible Official (LRO). As described in Section 5.1 of the WDR Order, all reports required by the Order and other submittals required by the State or Regional Water Board shall be signed and certified by a person designated as either a principal or executive office or ranking elected official, or by a duly authorized representative of that person. An individual is a duly authorized representative only if (a) the authorization is made in writing by the person designated as either a principal or executive officer or ranking elected official; and (b) the authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity. also the Legally Authorized Official (LRO), as described in Section 5.1 of Order No. 2022-0103-DWQ, for the City of Santa Ana. The Water Resources Manager is responsible for signing and certifying all reports required by the Order, as well as other submittals required by the State or Regional Water Board. Αȃΐ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΑȀ Organization 2.23´¬¬ ±¸ ®¥ /±¦ ­¨¹ ³¨®­ « 3³±´¢³´±¤ &¨¦´±¤ ΐǾ 3¤¶¤± 3¸²³¤¬ /±¦ ­¨¹ ³¨®­Chart 7 ³¤± 2¤²®´±¢¤² Manager (LRO) Principal#¨µ¨« 3¤­¨®± 0±¨­¢¨¯ « #¨µ¨« Engineer- ¨­³¤­ ­¢¤ Engineer Supervisor CIP/Admin Operations/ Compliance $¤²¨¦­  ­£ /¯¤± ³¨®­  ­£ ,¤¦ « !´³§®±¨³¸ 0¤±¥®±¬ ­¢¤ - ¨­³¤­ ­¢¤ ProvisionsProgram Training 3¸²³¤¬ /µ¤±¥«®¶ %µ «´ ³¨®­  ­£ %¬¤±¦¤­¢¸ # ¯ ¢¨³¸ 2¤²¯®­²¤ 0« ­ !²²´± ­¢¤ 0« ­ /±¦ ­¨¹ ³¨®­ « %°´¨¯¬¤­³ &/' #®­³±®« StructureInventoryProgram -®­¨³®±¨­¦Ǿ #®¬¬´­¨¢ ³¨®­ -¤ ²´±¤¬¤­³² Program  ­£ 0±®¦± ¬ Modifications Αȃΐ 2025 #¨³¸ ®¥ 3 ­³  Ana 3¤¢³¨®­ ΑȀ Organizational Figure 1, Sewer System Organizational Chart, identifies the personnel responsible for implementing their respective SSMP elements. The organizational structure is spearheaded by the Water Resources Manager. Beneath the Water Resources Manager are two Principal Civil Engineers and one Senior Water Maintenance Supervisor. The Capital Improvements and Administration division is lead by a Principal Civil Engineer who is ary sewer system (Section 2 of this SSMP), implementing the System Evaluation, Capacity Assurance and Capital Improvements communication program with all affected parties and general public. The Production Operations and Regulatory Compliance division is headed by a Principal Civil Engineer who is Response Plan (see Section 6), implementing the Sewer Pipe Blockage Control Program (see Section 7), and SSMP monitoring, measurement and program modifications (see Section 9). The Senior Water Maintenance Supervisor is responsible for implementing the C operation and maintenance program, staff training, and equipment inventory (see Section 4). See appendix B for a complete Resources personnel. 2.2.1 !£¬¨­¨²³± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 3³ ¥¥ 3´¬¬ ±¸ The names and titles of all management, administrative, and maintenance staff within the Water Resources Division can be found on the Water Resources Division organization chart maintained by the Public Works Agency. The telephone numbers for all staff are kept in a centralized City directory accessible to all staff through an intranet application. A copy of the Water Resources Division organization chart is included as Appendix B. The Water Resources Manager is responsible for overseeing the spill reporting process. The Water Maintenance Supervisor in charge of the Sewer Services Section, receives spill reports from the field crews and prepares a draft report. The draft is then reviewed by the Engineering & Administration Section and consideration is given to volume calculations, vacuum and wash down operations, cause of the spill, timeliness of response, etc. After discussions/reviews are complete, the report is finalized and submitted on- line to the California Integrated Water Quality System (CIWQS). Based on the monitoring and reporting requirement changes in Attachment E of the 2022 WDR, the spill emergency response procedures were updated in 2023 to represent the affected processes for responding to and reporting spills. The spill emergency response procedures are updated periodically to represent current policies and staffing of the City. The City continues its belief in keeping the reporting agencies and the public fully informed. As a first priority during a sewer spill, City staff and field crews notify the appropriate agencies by phone that a spill has occurred instead of depending on the report as a means of notification. ΑȁΒ #§ ¨­ ®¥ #®¬¬´­¨cation A set of Sewage Spill Procedures has been created by the Water Resources Division and distributed to the maintenance staff that details the spill response procedure and identifies the appropriate agencies to contact (i.e., OES). These procedures have been included in this SSMP as Appendix C. As shown in Appendix B, the City of Santa Ana maintains organizational charts which illustrate lines of authority and employee position titles. Additionally, the City provides sufficient staffing information to properly operate, maintain, and manage all parts of the City sanitary sewer system. ΑȃΑ 2025 #¨³¸ ®¥ 3 ­³  Ana 3¤¢³¨®­ ΑȀ Organizational Spill Procedures which describes the chain of communication for reporting and responding to spills, as well as names and contact information for positions charged with implementing specific portions of the SSMP. 2.4 Supporting Documents The following documents allow the City of Santa Ana to comply with the goals and organizational structure requirements of the WDR, and are attached as appendices. SWQCB Order No5. 2022-0103-DWQ, Appendix A. Organizational Chart, The City of Santa Ana, Public Works Agency, Appendix B. Sewage Spill Procedures, The City of Santa Ana, Appendix C. ΑȃΒ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΒȀ ,¤¦ « !´³§®±¨³¸ 3¤¢³¨®­ ΒȀ ,¤¦ « !´³§®±¨³¸ Section Ζ ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-Ζ ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ ,¤¦ « !´³§®±¨³¸Ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤ ¢®¯¨¤² ®±  ­ ¤«¤¢³±®­¨¢ «¨­ª ³® ³§¤ ²¤¶¤± ²¸²³¤¬ ´²¤ ®±£¨­ ­¢¤²Ǿ ²¤±µ¨¢¤  ¦±¤¤¬¤­³²Ǿ  ­£ȝ®± ®³§¤± «¤¦ ««¸ ¡¨­£¨­¦ ¯±®¢¤£´±¤² ³® £¤¬®­²³± ³¤ ³§¤ %­±®««¤¤ ¯®²²¤²²¤² ³§¤ ­¤¢¤²² ±¸ «¤¦ «  ´³§®±¨³¸ ³®Ȁ (a) 0±¤µ¤­³ ¨««¨¢¨³ £¨²¢§ ±¦¤² ¨­³® ¨³² ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬ Ȩ¤· ¬¯«¤² ¬ ¸ ¨­¢«´£¤ ¨­¥¨«³± ³¨®­ȝ¨­¥«®¶ Ȩ)ȝ)ȩǾ ²³®±¬ ¶ ³¤±Ǿ ¢§¤¬¨¢ « £´¬¯¨­¦Ǿ ´­ ´³§®±¨¹¤£ £¤¡±¨²Ǿ ¢´³ ±®®³²Ǿ ¥ ³²Ǿ ®¨«²  ­£ ¦±¤ ²¤Ǿ etc.); (b) #®«« ¡®± ³¤ ¶¨³§ ²³®±¬ ²¤¶¤±  ¦¤­¢¨¤² ³® ¢®®±£¨­ ³¤ ¤¬¤±¦¤­¢¸ ²¯¨«« resp®­²¤²Ǿ ¤­²´±¤  ¢¢¤²² ³® ²³®±¬ ²¤¶¤± ²¸²³¤¬² £´±¨­¦ ²¯¨«« ¤µ¤­³²Ǿ  ­£ ¯±¤µ¤­³ ´­¨­³¤­³¨®­ « ¢±®²² ¢®­­¤¢³¨®­² ®¥ ² ­¨³ ±¸ ²¤¶¤± ¨­¥± ²³±´¢³´±¤ ³® ²³®±¬ ²¤¶¤± ¨­¥± ²³±´¢³´±¤ǿ (c) 2¤°´¨±¤ ³§ ³ ²¤¶¤±²  ­£ ¢®­­¤¢³¨®­² ¡¤ ¯±®¯¤±«¸ £¤²¨¦­¤£  ­£ constructed; (d) %­²´±¤  ¢¢¤²² ¥®± ¬ ¨­³¤­ ­¢¤Ǿ ¨­²¯¤¢³¨®­Ǿ ®± ±¤¯ ¨±² ¥®± ¯®±³¨®­² ®¥ ³§¤ « ³¤± « ®¶­¤£ ®± ¬ ¨­³ ¨­¤£ ¡¸ ³§¤ %­±®««¤¤ǿ (e) %­¥®±¢¤  ­¸ µ¨®« ³¨®­ ®¥ ¨³² ²¤¶¤± ®±£¨­ ­¢¤²Ǿ ²¤±µ¨¢¤  ¦±¤¤¬¤­³²Ǿ ®± ®³§¤± «¤¦ ««¸ ¡¨­£¨­¦ ¯±®¢¤£´±¤²ǿ  ­£ (f) /¡³ ¨­ ¤ ²¤¬¤­³  ¢¢¤²²¨¡¨«¨³¸  ¦±¤¤¬¤­³² ¥®± «®¢ ³¨®­² ±¤°´¨±¨­¦ ²¤¶¤± ²¸²³¤¬ ®¯¤± ³¨®­²  ­£ ¬ ¨­³¤­ ­¢¤Ǿ  ²  ¯¯«¨¢ ¡«¤ȁ The City is regulated by several agencies of the United States Government and the State of California, pursuant to the provisions of Federal and State Law. Key Federal and State requirements: 1) Federal Water Pollution Control Act, commonly known as the Clean Water Act (33 U.S.C. Section 1251 et seq); 2) California Porter Cologne Water Quality Act (California Water Code section 13000 et seq.); 3) California Health & Safety Code sections 25100 to 25250; 4) Resource Conservation and Recovery Act of 1976 (42 U.S.C. Section 6901 et seq.); and 5) California Government Code, Sections 54739-54740. These laws provide the City the authority to regulate and/or prohibit, by the adoption of an ordinance, and by issuance of control mechanisms, the discharge of any waste, directly or indirectly, to the City sewerage facilities. Said authority includes the right to establish limits, conditions, and prohibitions; to establish flow rates or prohibit flows discharged to the City sewerage facilities; to require the development of compliance schedules for the installation of equipment systems and materials by all users; and to take all actions necessary to enforce its authority, whether within or outside the City boundaries, including those users that are tributary to the City or within areas for which the City has contracted to provide sewerage services. ΒȃΑ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΒȀ ,¤¦ « !´³§®±¨³¸ Through a series of Ordinances and Resolutions adopted by the City Council and internally developed Plans and Requirements, the City possesses the necessary legal authority required by Section D-3 Legal Authority of Order No. 2022-0103_DWQ: 1) The City of Santa Ana has the power to install sewers and enact regulations related thereto, including the regulation of discharges from private property. Section 39-57 of the Municipal Code states: City-owned sewer lines and private onsite sewer lines and laterals should be constructed and maintained to prevent water infiltration into the sewer system. Private on-site sewer lines and public sewer lines shall be used only to convey raw sewage. Rainfall runoff sources (including, but not limited to roof drains, site drains, inlets, uncovered wash area drains, etc.) are prohibited from connecting to any public or private sanitary sewer The City of Santa Ana currently enforces Orange County Sanitation District (OC San) regulations prohibiting the discharge of rainfall to the sewer system. This is done through the existing development approval process. No connections from any potential source of runoff are allowed to the 2) The City of Santa Ana has the legal authority to collaborate with storm sewer agencies to coordinate emergency spill responses, ensure access to storm sewer systems during spill events, and prevent unintentional cross connections of sanitary sewer infrastructure to storm sewer infrastructure. 3) The City prevents illicit discharges into its sanitary sewer system (including, but not limited to, infiltration and inflow (I/I), unauthorized stormwater, chemical dumping, and unauthorized debris) through the City Municipal Code, Chapter 39, Section 39-57, Infiltration and inflow into sewer system, Section 39-58, Introduction of pollutants prohibited and Ordinance No. NS-2921. 4) The City of Santa Ana has standard plans and specifications for the construction of sanitary sewers, which ensure the sewer system components and connections are properly designed and constructed. The Design Guidelines for Water and Sewer Facilities are available on the website. Also, the Specifications by reference incorporate the Standard Plans and Specifications for Public Works Construction (Green Book), which ensure the proper design and construction of sewer facilities. 5) The City of Santa Ana has a full time Construction Engineering section responsible for oversight of city construction projects. A staff of full-time engineers and inspectors are responsible for ensuring all city projects, including sanitary sewer improvements, are constructed in compliance with approved plans and specifications. 6) In November of 2001, the City of Santa Ana via Ordinance No. NS-2479 implemented a sewer lateral repair program. The City repairs and/or replaces the portion of damaged sewer laterals located within the public right-of-way. This work is accomplished by experienced in-house field maintenance personnel. 7) The City of Santa Ana recognizes the significant impacts to sewer collection system operation caused by fats, oils and grease (FOG) and trash, including rags and other debris that may cause blockages. In November of 2017, the City adopted a comprehensive FOG control ordinance (Ordinance No. NS 2921). This ordinance updated an already established legal authority requirement to implement a comprehensive FOG control program. The ordinance is attached as Appendix E. ΒȃΑ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΒȀ ,¤¦ « !´³§®±¨³¸ 8) Santa Ana sewer ordinances are currently enforced under Administrative Citation provisions of the municipal code. Public Works Agency Sanitation Inspectors have citation authority to enforce sewer ordinance provisions. Βȁΐ Supporting Documents The following documents allow the City to comply with the Legal Authority requirements of the WDR Order, and are attached as appendices: The City of Santa Ana Municipal Code, Chapter 39, Appendix D Ordinance No. NS-2921, Appendix E The City of Santa Ana Standard Plans for Sanitary Sewers, Public Works Agency, Appendix F. The City of Santa Ana Standard Specifications of Sewer Construction, Public Works Agency, Appendix G. ΒȃΑ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΓȀ /¯¤± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 0±®¦± ¬ 3¤¢³¨®­ ΓȀ /¯¤± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 0±®¦± ¬ 3¤¢³¨®­ Η ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-Η ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ /¯¤± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 0±®¦± ¬Ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤ ³§¤ ¨³¤¬² (a) Up-to-£ ³¤ ¬ ¯Ȩ²ȩ ®¥ ³§¤ ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬Ǿ  ­£ ¯±®¢¤£´±¤² ¥®± ¬ ¨­³ ¨­¨­¦  ­£ ¯±®µ¨£¨­¦ 3³ ³¤  ­£ 2¤¦¨®­ « 7 ³¤± "® ±£ ²³ ¥¥  ¢¢¤²² ³® ³§¤ ¬ ¯Ȩ²ȩȁ 4§¤ ¬ ¯Ȩ²ȩ ¬´²³ ²§®¶  «« ¦± µ¨³¸ «¨­¤ ²¤¦¬¤­³²  ­£ ¬ ­§®«¤²Ǿ ¯´¬¯¨­¦ ¥ ¢¨«¨³¨¤²Ǿ ¯±¤²²´±¤ ¯¨¯¤²  ­£ µ «µ¤²Ǿ  ­£  ¯¯«¨¢ ¡«¤ ²³®±¬ ¶ ³¤± ¢®­µ¤¸ ­¢¤ ¥ ¢¨«¨³¨¤² ¶¨³§¨­ ³§¤ ²¤¶¤± ²¸²³¤¬ ²¤±µ¨¢¤  ±¤  boundaries; (b) $¤²¢±¨¡¤   ²¢§¤£´«¨­¦ ²¸²³¤¬  ­£   £ ³  ¢®««¤¢³¨®­ ²¸²³¤¬ ¥®± ¯±¤µ¤­³¨µ¤ ®¯¤± ³¨®­  ­£ ¬ ¨­³¤­ ­¢¤  ¢³¨µ¨³¨¤² ¢®­£´¢³¤£ ¡¸ ²³ ¥¥  ­£ ¢®­³± ¢³®±²ȁ 4§¤ ²¢§¤£´«¨­¦ ²¸²³¤¬ ¬´²³ ¨­¢«´£¤Ȁ ¨­²¯¤¢³¨®­  ­£ ¬ ¨­³¤­ ­¢¤  ¢³¨µ¨³¨¤²Ǿ §¨¦§¤±-¥±¤°´¤­¢¸ ¨­²¯¤¢³¨®­²  ­£ ¬ ¨­³¤­ ­¢¤ ®¥ ª­®¶­ ¯±®¡«¤¬  ±¤ ² Ȩ¨­¢«´£¨­¦  ±¤ ² ¶¨³§ ³±¤¤ ±®®³ ¯±®¡«¤¬²ȩǾ ±¤¦´« ± µ¨²´ «  ­£ ¢«®²¤£-¢¨±¢´¨³ ³¤«¤µ¨²¨®­ Ȩ##46ȩ ¨­²¯¤¢³¨®­² ®¥ ¬ ­§®«¤²  ­£ ²¤¶¤± ¯¨¯¤²ȁ 4§¤ £ ³  ¢®««¤¢³¨®­ ²¸²³¤¬ ¬´²³ £®¢´¬¤­³ £ ³  ¥±®¬ ²¸²³¤¬ ¨­²¯¤¢³¨®­  ­£ ¬ ¨­³¤­ ­¢¤  ¢³¨µ¨³¨¤²Ǿ ¨­¢«´£¨­¦ ²¸²³¤¬  ±¤ ²ȝ¢®¬¯®­¤­³² ¯±®­¤ ³® ±®®³-¨­³±´²¨®­ ¯®³¤­³¨ ««¸ ±¤²´«³¨­¦ ¨­ ²¸²³¤¬ ¡ ¢ª´¯  ­£ȝ®± ¥ ¨«´±¤ǿ (c) In-§®´²¤  ­£ ¤·³¤±­ « ³± ¨­¨­¦ ¯±®µ¨£¤£ ®­   ±¤¦´« ± ¡ ²¨² ¥®± ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬ ®¯¤± ³¨®­²  ­£ ¬ ¨­³¤­ ­¢¤ ²³ ¥¥  ­£ ¢®­³± ¢³®±²ȁ 4§¤ %¬¤±¦¤­¢¸ 2¤²¯®­²¤ 0« ­ Ȩ3%20ȩ  ­£ ¯± ¢³¨¢¤ £±¨««²Ǿ ²ª¨««¤£ ¤²³¨¬ ³¨®­ ®¥ ²¨«« µ®«´¬¤² ¥®± ¥¨¤«£ ®¯¤± ³®±²Ǿ  ­£ ¤«¤¢³±®­¨¢ #)713 ±¤¯®±³¨­¦ ¯±®¢¤£´±¤² ¥®± ²³ ¥¥ ²´¡¬¨³³¨­¦ £ ³ ǿ  ­£ (d) !­ ¨­µ¤­³®±¸ ®¥ ²¤¶¤± ²¸²³¤¬ equipmentǾ ¨­¢«´£¨­¦ ³§¤ ¨£¤­³¨¥¨¢ ³¨®­ ®¥ ¢±¨³¨¢ « ±¤¯« ¢¤¬¤­³  ­£ ²¯ ±¤ ¯ ±³²ȁ Γȁΐ 5¯£ ³¤£ Map ®¥ 3 ­¨³ ±¸ 3¤¶¤± 3¸²³¤¬ The City utilizes a Geographic Information System (GIS) based mapping system to maintain and manage collection system maps and key system attribute data. The GIS mapping system, depicting the physical location of all sewer mains, manholes and lift stations, is deployed to collection system O&M staff using field tablets. This mobile system provides up-to-date system maps as well as historic system information such as construction plans, asset age, known defects, and maintenance frequencies. Where mapping errors or omissions are engineers for review and, where appropriate, revision to the GIS database. Figure 4-1, City of Santa Ana Sewer System Map GIS. 2025 ΓȃΖ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΓȀ /¯¤± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 0±®¦± ¬ &¨¦´±¤ Γ-ΐǾ #¨³¸ ®¥ 3 ­³  !­  3¤¶¤± 3¸²³¤¬ - ¯ 2025 ΓȃΗ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΓȀ /¯¤± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 0±®¦± ¬ ΗȁΔȁΕ 3³®±¬ $± ¨­System The locations of all the storm water conveyance facilities are available to field crews as a separate GIS layer which can be overlaid with collection system mapping layers to reveal important relationships between the two systems. While not responsible for the O&M of the storm drain system, City O&M staff is trained to understand the storm drainage network to supplement spill response actions. ΓȁΑ Preventive /¯¤± ³¨®­  ­£ Maintenance Activities Operations and Maintenance Program consists of critical proactive, preventive and corrective measures for the gravity sewer system and lift stations. The details of the O&M Program are summarized below with further detail and specific procedu System Operations and Maintenance Manual. ΗȁΕȁΔ Gravity Mains The City of Santa Ana cleans the majority of the sewer system on an 18-month cycle, and corresponding areas that are similar. However, the City does collect field observations and data during routine maintenance activities, which factor into maintenance frequencies. This utilization and analysis of field data allows the City to optimize maintenance activities throughout the sewer system. This process can result in more sections of gravity pipelines being cleaned less frequently than the traditional 18-month cycle. The City has identified areas of the collection system that require more frequent cleaning known as enhanced maintenance locations (EMLs) which are cleaned on a monthly or quarterly interval. EMLs include, but are not limited to, inverted siphons that run under flood control channels and commercial areas with a high density of food service establishments. The City executes the collection system maintenance program with two sewer cleaning trucks, each staffed with a two-man crew. The gravity mains within the City are divided into two discrete zones with one crew assigned to each zone. In general, the gravity mains are cleaned in a Northeast to Southwesterly direction, following the natural gravity flow of the sewer system. To control root growth within the sewer system, the City performs as-needed root control activities. The root control activities include the use of root-killing foam that is approved by the U.S. Environmental Protection Agency for this use. Closed-circuit television (CCTV) inspections are often used to evaluate the root growth and determine the appropriate mitigation measures for each stretch of impacted sewer mainlines. CCTV inspection of the entire sewer system was completed in 2022 to assess the system condition in detail. The City assigned each sewer segment one of six structural severity ratings established by the National Association of Sewer Service Companies (NASSCO) to classify the condition of sewer lines. Defect severity refers to the degree of damage or degradation, such as cracks, fractures, root intrusion, offsets, and FOG accumulation, in the sewer line. The rating ranges from Grade 5 for the most severe to Grade 0 for the least severe or no defect identified. Sewer maintenance activities are scheduled and tracked using the GIS-based computerized maintenance management system (CMMS). For each line segment cleaned, the maintenance crews complete a report detailing the date, time, location, and key observations during the maintenance activities. Field observations include assessment of the type (e.g., roots, FOG, debris) and quantity (e.g., light, medium, and heavy) of materials removed during the line cleaning process. These observations are analyzed and factor into determinations of maintenance frequency adjustments. Additionally, observations of accumulation are prioritized for CCTV inspection and/or other source control actions. 2025 ΓȃΘ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΓȀ /¯¤± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 0±®¦± ¬ ΗȁΕȁΕ ,¨¥³ 3³ ³¨®­ȝ&®±¢¤Mains maintenance of the two sewer lift stations and the force mains are cleaned as needed. Water Production Operators are cross-trained to assist with the maintenance of these pump systems. Maintenance activities include weekly inspections of each lift station, along with periodic equipment servicing consistent with ndations and industry standards/best practices. ΗȁΕȁΖ 3¤¶¤± , ³¤± « - ¨­³¤­ ­¢¤ Property owners are responsible for the maintenance, operation, cleaning, repair and reconstruction of sewer laterals. In an effort to prevent sewer pipe blockages and damage, the City distributes sewer lateral maintenance flyers to the public that contain information about grease and roots management, an example is provided as Appendix H. In some cases, if warranted, the City can assist property owners with sewer lateral repai access for inspection equipment and are free of debris through the lateral assistance program. Even though the City is not responsible for the maintenance of private sewer laterals, the City has a Sewer Lateral Replacement and Repair Program (SLRRP) to assist customers with sewer lateral repairs within the public right-of-way. CCTV inspections are often used to evaluate the root growth and determine the appropriate mitigation measures for each stretch of impacted sewer mainlines. ΓȁΒ Training City sewer system operations and maintenance personnel are trained on the requirements of the WDR Order No. 2022-0103, and are generally trained in-house/on-the-job to execute collection system maintenance tasks, as well as the Spill Emergency Response Plan procedures and practice drills. Equipment vendors provide additional training for specific equipment or components. When feasible, field crews also attend seminars and/or conferences for additional training opportunities. In addition, all staff attend monthly safety trainings. Staff that are responsible for submitting data receive additional training on electronic CIWQS procedures. Water production staff also receive on-the-job and equipment vendor training to operate and maintain all City pumping facilities and related equipment, including the two sewer lift stations. Field operators receive skilled spill volume estimation training. Although not required, City maintenance staff are encouraged to obtain California Water Environment Agency (CWEA) training and certification. Several staff members have received certification through this program. ΓȁΓ %°´¨¯¬¤­³ )­µ¤­³®±¸ ΗȁΗȁΔ ,¨¥³ 3³ ³¨®­ Inventory Each of the two sewer lift stations are equipped with redundant pumps. Therefore, should one pump experience reduced performance or a mechanical failure, the redundant pump will automatically start. Both lift stations are equipped with automatic backup emergency diesel generators for use during power failures. The City additionally has a stand-by bypass pump that can be deployed to any lift station if needed. ΗȁΗȁΕ Equipment Inventory An inventory of pipe and equipment is make repairs to smaller sewer mains and laterals. The City maintains a Call-Out Vehicle with all necessary, back- up materials, including plugs. In addition, the City has an on-call Contractor available to support emergency situations. 2025 ΓȃΐΏ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΓȀ /¯¤± ³¨®­  ­£ - ¨­³¤­ ­¢¤ 0±®¦± ¬ 4.5 Supporting Documents thereby allowing the City to comply with the Operation and Maintenance Program requirements of the WDR: Spill Emergency Response Plan, the City of Santa Ana, Appendix C. Video Inspection Log and Inspection Report, The City of Santa Ana, Appendix I. Sewer Cleaning Report, The City of Santa Ana, Appendix J. Sanitary Sewer System Atlas Maps, Appendix K. o the size of these documents, they have not been attached as appendices. City of Santa Ana Sewer Master Plan Final Report, December 2016, RMC 2025 Γȃΐΐ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΔȀ $¤²¨¦­  ­£ 0¤±¥®±¬ ­¢¤ 0±®µ¨²¨®­² 3¤¢³¨®­ ΔȀ $¤²¨¦­  ­£ 0¤±¥®±¬ ­¢¤ 0±®µ¨²¨®­² Section Θ ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-Θ ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ $¤²¨¦­  ­£ 0¤±¥®±¬ ­¢¤ 0±®µ¨²¨®­²Ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤ ³§¤ ¥®««®¶¨­¦ ¨³¤¬² (a) 5¯£ ³¤£ £¤²¨¦­ ¢±¨³¤±¨ Ǿ  ­£ ¢®­²³±´¢³¨®­ ²³ ­£ ±£²  ­£ ²¯¤¢¨¥¨¢ ³¨®­² ¥®± ³§¤ ¢®­²³±´¢³¨®­Ǿ installationǾ ±¤¯ ¨±Ǿ  ­£ ±¤§ ¡¨«¨³ ³¨®­ ®¥ ¤·¨²³¨­¦  ­£ ¯±®¯®²¤£ ²¸²³¤¬ ¨­¥± ²³±´¢³´±¤ ¢®¬¯®­¤­³²Ǿ ¨­¢«´£¨­¦ ¡´³ ­®³ «¨¬¨³¤£ ³® ¯¨¯¤«¨­¤²Ǿ ¯´¬¯ ²³ ³¨®­²Ǿ  ­£ ®³§¤± ²¸²³¤¬  ¯¯´±³¤­ ­¢¤²ȁ )¥ ¤·¨²³¨­¦ £¤²¨¦­ ¢±¨³¤±¨   ­£ ¢®­²³±´¢³¨®­ ²³ ­£ ±£²  ±¤ £¤¥¨¢¨¤­³ ³®  ££±¤²² ³§¤ ­¤¢¤²² ±¸ ¢®¬¯®­¤­³-²¯¤¢¨¥¨¢ §¸£± ´«¨¢ ¢ ¯ ¢¨³¸  ² £¤¥¨­¤£ ¨­ 3¤¢³¨®­ Λ Ȩ3¸²³¤¬ %µ «´ ³¨®­Ǿ # ¯ ¢¨³¸ !²²´± ­¢¤  ­£ # ¯¨³ « )¬¯±®µ¤¬¤­³²ȩ ®¥ ³§¤ /±£¤±Ǿ ³§¤ ¯±®¢¤£´±¤² ¬´²³ ¨­¢«´£¤ ¢®¬¯®­¤­³- ²¯¤¢¨¥¨¢ ¤µ «´ ³¨®­ ®¥ ³§¤ £¤²¨¦­ ¢±¨³¤±¨ ȁ (b) 0±®¢¤£´±¤²  ­£ ²³ ­£ ±£² ¥®± the inspection  ­£ ³¤²³¨­¦ of ­¤¶«¸ ¢®­²³±´¢³¤£Ǿ ­¤¶«¸ ¨­²³ ««¤£Ǿ ±¤¯ ¨±¤£Ǿ  ­£ ±¤§ ¡¨«¨³ ³¤£ ²¸²³¤¬ ¯¨¯¤«¨­es, ¯´¬¯²Ǿ  ­£ ®³§¤± ¤°´¨¯¬¤­³  ­£ appurtenances. The City has established Sewer System Standard Plans, Standard Specifications and Design Guidelines requiring that all newly constructed, newly installed, repaired, and rehabilitated sanitary sewer pipelines, pump stations, and other equipment established standards. Δȁΐ 5¯£ ³¤£ $¤²¨¦­ #±¨³¤±¨   ­£ #®­²³±´¢³¨®­ 3³ ­£ ±£²  ­£ 3¯¤¢¨¥¨¢ ³¨®­² The Contain design and construction standards and specifications for the installation of new sanitary sewer systems, and other appurtenances, and for the rehabilitation and repair of existing sanitary sewer infrastructure. The City construction of sewer facilities. Additionally, the City has standardized its use of equipment in the pumping stations for ease of maintenance and replacement. This includes the pumps, liquid level indicators, electrical components, valves, piping and radios. The City also uses cured-in-place pipe lining technology where these methods are cost effective and practical to supplement traditional replacement and rehabilitation methods. The City has adopted the American Public as its standard specification for sewer projects. The Greenbook specifications for pipeline rehabilitation are used as the standard for City projects. ΔȃΑ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΔȀ $¤²¨¦­  ­£ 0¤±¥®±¬ ­¢¤ 0±®µ¨²¨®­² ΔȁΑ 0±®¢¤£´±¤²  ­£ 3³ ­£ ±£² ontain procedures and standards for the inspection and testing of newly constructed, newly installed, repaired, and rehabilitated system pipelines, pumps, and other appurtenances. Inspection and testing of new construction is accomplished by trained City Public Works Agency construction inspect standards. 5.2.ΐ Supporting Documents thereby allowing the City to comply with the Design and Performance Provisions requirements of the WDR: The City of Santa Ana Standard Plans for Sanitary Sewers, Public Works Agency, Appendix F. The City of Santa Ana Standard Specifications of Sewer Construction, Public Works Agency, Appendix G appendices. Standard Specifications for Public Works Construction, Latest Edition adopted by The Greenbook Committee of Public Works Standards, Inc. Standard Plans for Public Works, 2019 Edition as promulgated by the Committee of Public Works Standards, Inc. ΔȃΑ 2025 3¤¢³¨®­ ΕȀ 3¯¨«« %¬¤±¦¤­¢¸ 2¤²¯®­²¤ 0« ­ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΕȀ Spill %¬¤±¦¤­¢¸ 2¤²¯®­²¤ 0« ­ 3¤¢³¨®­ Ι ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-Ι ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ 3¯¨«« %¬¤±¦¤­¢¸ 2¤²¯®­²¤ 0« ­Ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤  ­ ´¯-to-£ ³¤ 3¯¨«« %¬¤±¦¤­¢¸ 2¤²¯®­²¤ 0« ­ Ȩ3%20ȩ ³® ¤­²´±¤ ¯±®¬¯³ £¤³¤¢³¨®­  ­£ ±¤²¯®­²¤ ³® ²¯¨««² ³® ±¤£´¢¤ ²¯¨«« µ®«´¬¤²  ­£ ¢®««¤¢³ ¨­¥®±¬ ³¨®­ ¥®± ³§¤ ¯±¤µ¤­³¨®­ ®¥ ¥´³´±¤ ²¯¨««²ȁ 4§¤ 3%20 ¬´²³ ¨­¢«´£¤ ¯±®¢¤£´±¤² ³®Ȁ (a) .®³¨¥¸ ¯±¨¬ ±¸ ±¤²¯®­£¤±²Ǿ  ¯¯±®¯±¨ ³¤ «®¢ « ®¥¥¨¢¨ «²Ǿ  ­£ ±¤¦´« ³®±¸  ¦¤­¢¨¤² ¨­   ³¨¬¤«¸ ¬ ­­¤±ǿ (b) .®³¨¥¸ ®³§¤± ¯®³¤­³¨ ««¸  ¥¥¤¢³¤£ ¤­³¨³¨¤² Ȩ¤ȁ¦ȁ §¤ «³§  ¦¤­¢¨¤²Ǿ ¶ ³¤± ²´¯¯«¨¤±²Ǿ ¤³¢ȁȩ ®¥ ²¯¨««² ³§ ³ ¯®³¤­³¨ ««¸  ¥¥¤¢³ ¯´¡«¨¢ §¤ «³§ ®± ±¤ ¢§ ¶ ³¤±² ®¥ ³§¤ 3³ ³¤ǿ (c) #®¬¯«¸ ¶¨³§ ³§¤ ­®³¨¥¨¢ ³¨®­Ǿ ¬®­¨³®±¨­¦  ­£ ±¤¯®±³¨­¦ ±¤°´¨±¤¬¤­³² ®¥ ³§¤ /±£¤±Ǿ 3³ ³¤ « ¶  ­£ ±¤¦´« ³¨®­²Ǿ  ­£  ¯¯«¨¢ ¡«¤ 2¤¦¨®­ « 7 ³¤± "® ±£ /±£¤±²ǿ (d) %­²´±¤ ³§ ³  ¯¯±®¯±¨ ³¤ ²³ ¥¥  ­£ ¢®­³± ¢³®±² ¨¬¯«¤¬¤­³ ³§¤ 3%20  ­£  ±¤  ¯¯±®¯±¨ ³¤«¸ ³± ¨­¤£ǿ (e) Address ¤¬¤±¦¤­¢¸ ²¸²³¤¬ ®¯¤± ³¨®­²Ǿ ³± ¥¥¨¢ ¢®­³±®«  ­£ ®³§¤± ­¤¢¤²² ±¸ ±¤²¯®­²¤  ¢³¨µ¨³¨¤²ǿ (f) #®­³ ¨­   ²¯¨««  ­£ ¯±¤µ¤­³ȝ¬¨­¨¬¨¹¤ £¨²¢§ ±¦¤² ³® ¶ ³¤±² ®¥ ³§¤ 3³ ³¤ ®±  ­¸ £± ¨­ ¦¤ ¢®­µ¤¸ ­¢¤ ²¸²³¤¬ǿ (g) -¨­¨¬¨¹¤  ­£ ±¤¬¤£¨ ³¤ ¯´¡«¨¢ §¤ «³§ ¨¬¯ ¢³²  ­£  £µ¤±²¤ ¨¬¯ ¢³² ®­ ¡¤­¤¥¨¢¨ « ´²¤² ®¥ ¶ ³¤±² ®¥ ³§¤ 3³ ³¤ǿ (h) 2¤¬®µ¤ ²¤¶ ¦¤ ¥±®¬ ³§¤ £± ¨­ ¦¤ ¢®­µ¤¸ ­¢¤ ²¸²³¤¬ǿ (i) #«¤ ­ ³§¤ ²¯¨««  ±¤   ­£ £± ¨­ ¦¤ ¢®­µ¤¸ ­¢¤ ²¸²³¤¬ ¨­   ¬ ­­¤± ³§ ³ £®¤² ­®³ ¨­ £µ¤±³¤­³«¸ ¨¬¯ ¢³ ¡¤­¤¥¨¢¨ « ´²¤² ¨­ ³§¤ ±¤¢¤¨µ¨­¦ ¶ ³¤±²ǿ (j) )¬¯«¤¬¤­³ ³¤¢§­®«®¦¨¤²Ǿ ¯± ¢³¨¢¤²Ǿ ¤°´¨¯¬¤­³Ǿ  ­£ ¨­³¤± ¦¤­¢¸ ¢®®±£¨­ ³¨®­ ³® ¤·¯¤£¨³¤ ²¯¨«« ¢®­³ ¨­¬¤­³  ­£ ±¤¢®µ¤±¸ǿ (k) )¬¯«¤¬¤­³ ¯±¤-¯« ­­¤£ ¢®®±£¨­ ³¨®­  ­£ ¢®«« ¡®± ³¨®­ ¶¨³§ ²³®±¬ £± ¨­  ¦¤­¢¨¤²  ­£ ®³§¤± ´³¨«¨³¸  ¦¤­¢¨¤²ȝ£¤¯ ±³¬¤­³² ¯±¨®±Ǿ £´±¨­¦Ǿ  ­£  ¥³¤±   ²¯¨«« ¤µ¤­³ǿ (l) #®­£´¢³ ¯®²³-²¯¨««  ²²¤²²¬¤­³² ®¥ ²¯¨«« ±¤²¯®­²¤  ¢³¨µ¨³¨¤²ǿ (m) $®¢´¬¤­³  ­£ ±¤¯®±³ ²¯¨«« ¤µ¤­³²  ² ±¤°´¨±¤£ ¨­ ³§¤ /±£¤±ǿ (n) !­­´ ««¸Ǿ ±¤µ¨¤¶  ­£  ²²¤²² ¤¥¥¤¢³¨µ¤­¤²² ®¥ ³§¤ 3%20Ǿ  ­£ ´¯£ ³¤ ³§¤ 0« ­  ² needed. ΕȃΑ 2025 3¤¢³¨®­ ΕȀ 3¯¨«« %¬¤±¦¤­¢¸ 2¤²¯®­²¤ 0« ­ #¨³¸ ®¥ 3 ­³  !­  Εȁΐ 0±®¢¤£´±¤²  ­£ 3³ ­£ ±£² The City has outlined specific measures to protect public health and the environment in its Spill Emergency Response Plan (SERP) (Appendix C). These procedures contain a plan for responding and reporting to spills which includes, but is not limited to, the following: 1) Spill Emergency Response Plan (SERP) outlines the proper spill notification procedures, thereby ensuring that primary responders and regulatory agencies are informed of all spills in a timely manner; 2) The City complies with the notification, monitoring and reporting requirements of the 2022 waste discharge requirements (WDR), State law and regulations, and applicable Regional Water Board Orders. 3) City policy is to respond to all spills within the City whether on public or private property and to take all steps possible to prevent the spills from reaching the storm drains, flood control channels, or waters of the State, all in accordance with the WDR. 4) SERP contains a program to ensure an appropriate response to all types of spills; 5) SERP outlines the procedures which ensure prompt notification to appropriate regulatory agencies and other potentially affected entities of all spills that potentially affect public health or reach the waters of the State in accordance with the Monitoring and Reporting Program (MRP) and WDR Order. In addition, agencies to be notified include the Orange County Health Care Agency (OCHCA), and the California State Office of Emergency Services (OES), if necessary. These procedures also identify the officials who will receive immediate notification; 6) The City conducts internal training sessions to ensure familiarity with these procedures and prepare staff for a spill event, from initial notification to spill report documentation, including any necessary emergency activities, such as traffic control. In addition, City staff attend the OC San spill simulation training seminars whenever they are conducted by OC San; 7) City of Santa Ana sewer maintenance staff are trained to implement pre-planned coordination and collaboration with storm drain agencies, other utility agencies, and other departments prior to, during, and after a spill event. Specifically, staff are trained in the placement of traffic control and can respond to all but the Police Department is contacted. Officers are trained in traffic and crowd control during emergency situations. These procedures are also addressed in the SERP; and 8) The SERP ensures that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the State and to minimize or correct any adverse impact on the environment resulting from the spills. 9) Spill events are documented in accordance with the WDR. The City relies on the Orange County Health Care Agency (OCHCA) for monitoring water quality and posting beach closures. All spills are reported immediately to the OCHCA office. The WDR Order has specific procedures for the 4 Categories of Sanitary Sewer Spills: Category 1: a spill of any volume of sewage from or caused by a sanitary sewer system that ΕȃΑ 2025 3¤¢³¨®­ ΕȀ 3¯¨«« %¬¤±¦¤­¢¸ 2¤²¯®­²¤ 0« ­ #¨³¸ ®¥ 3 ­³  !­  results in a discharge to a surface water, or a drainage conveyance system that discharges to surface waters when the sewage is not fully captured and returned to the sanitary sewer system or disposed of properly. Category 2: a spill of 1,000 gallons or greater, from or caused by a sanitary sewer system failure or blockage, that spills out of a lateral and does not discharge to a surface water. Category 3: a spill of equal to or greater than 50 gallons and less than 1,000 gallons, from or caused by a sanitary sewer system failure or blockage, that spills out of a lateral and does not discharge to a surface water. Category 4: a spill of less than 50 gallons, from or caused by a sanitary sewer system failure or blockage, that spills out of a lateral and does not discharge to a surface water. The City has procedures for conducting water quality sampling and preparing a Spill Report for any Category 1 and Category 2 spills. Per WDR requirements, the City shall submit a draft Spill Report to the online CIWQS database within 3 business days of the City shall submit a Certified Spill Report to the CIWQS within 15 calendar days. The City shall report and certify all Category 3 and Category 4 spills to the online CIWQS database within 30 calendar days after the end of the month in which spills occurred. The City also has procedures for conducting water quality sampling and preparing a Spill Technical Report for any Category 1 spill in which 50,000 gallons or greater are spill to surface waters. For spills of this volume, the City shall submit a Spill Technical Report to the CIWQS database within 45 calendar days of the spill end date. Annually, the City will review and assess the effectiveness of its SERP, and update the Plan as needed. 6.1ȁΐ Supporting Documents The following documents allow the City to comply with the spill emergency response plan requirements of the WDR Order, and are attached as appendices. Spill Emergency Response Plan, City of Santa Ana, Water Resources Division, Appendix C. ΕȃΑ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΖȀ 3¤¶¤± 0¨¯¤ "«®¢ª ¦¤ #®­³±®« 0±®¦± ¬ 3¤¢³¨®­ ΖȀ 3¤¶¤± 0¨¯¤ "«®¢ª ¦¤ #®­³±®« 0±®¦± ¬ Section 7 ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-7 ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ 3¤¶¤± 0¨¯¤ "«®¢ª ¦¤ #®­³±®« 0±®¦± ¬: 4§¤ 33-0 ¬´²³ ¨­¢«´£¤ ¯±®¢¤£´±¤² ¥®± ³§¤ ¤µ «´ ³¨®­ ®¥ ¨³² ²¤±µ¨¢¤  ±¤  ³® £¤³¤±¬¨­¤ ¶§¤³§¤±   ²¤¶¤± ¯¨¯¤ ¡«®¢ª ¦¤ ¢®­³±®« ¯±®¦± ¬ ¨² ­¤¤£¤£ ³® ¢®­³±®« ¥ ³²Ǿ ®¨«²Ǿ ¦±¤ ²¤ Ȩ&/'ȩǾ ± ¦²  ­£ £¤¡±¨²ȁ )¥ ³§¤ %­±®««¤¤ £¤³¤±¬¨­¤² ³§ ³   ¯±®¦± ¬ ¨² ­®³ ­¤¤£¤£Ǿ ³§¤ %­±®««¤¤ ²§ «« ¯±®µ¨£¤   ©´²³¨¥¨¢ ³¨®­ ¨­ ¨³² 0« ­ ¥®± ¶§¸   ¯±®¦± ¬ ¨² ­®³ ­¤¤£¤£ȁ 4§¤ ¯±®¢¤£´±¤² ¬´²³ ¨­¢«´£¤  ³   ¬¨­¨¬´¬Ȁ (a) !­ ¨¬¯«¤¬¤­³ ³¨®­ ¯« ­  ­£ ²¢§¤£´«¤ ¥®±   ¯´¡«¨¢ ¤£´¢ ³¨®­  ­£ ®´³±¤ ¢§ ¯±®¦± ¬ ³§ ³ ¯±®¬®³¤² ¯±®¯¤± £¨²¯®² « ®¥ pipe-¡«®¢ª¨­¦ ²´¡²³ ­¢¤²ǿ (b) ! ¯« ­  ­£ ²¢§¤£´«¤ ¥®± ³§¤ £¨²¯®² « ®¥ ¯¨¯¤-¡«®¢ª¨­¦ ²´¡²³ ­¢¤² ¦¤­¤± ³¤£ ¶¨³§¨­ ³§¤ ² ­¨³ ±¸ ²¤¶¤± ²¤±µ¨¢¤  ±¤ ȁ 4§¨² ¬ ¸ ¨­¢«´£¤   «¨²³ ®¥  ¢¢¤¯³ ¡«¤ £¨²¯®² « ¥ ¢¨«¨³¨¤²  ­£ȝ®±  ££¨³¨®­ « ¥ ¢¨«¨³¨¤² ­¤¤£¤£ ³®  £¤°´ ³¤«¸ £¨²¯®²¤ ®¥ ²´¡²³ ­¢¤² ¦¤­¤± ³¤£ ¶¨³§¨­   ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬ ²¤±µ¨¢¤  ±¤ ; (c) 4§¤ «¤¦ «  ´³§®±¨³¸ ³® ¯±®§¨¡¨³ £¨²¢§ ±¦¤² ³® ³§¤ ²¸²³¤¬  ­£ ¨£¤­³¨¥¸ ¬¤ ²´±¤² ³® ¯±¤µ¤­³ ²¯¨««²  ­£ ¡«®¢ª ¦¤²ǿ (d) 2¤°´¨±¤¬¤­³² ³® ¨­²³ «« ¦±¤ ²¤ ±¤¬®µ « £¤µ¨¢¤² Ȩ²´¢§  ² ³± ¯² ®± ¨­³¤±¢¤¯³®±²ȩǾ £¤²¨¦­ ²³ ­£ ±£² ¥®± ³§¤ ±¤¬®µ « £¤µ¨¢¤²Ǿ ¬ ¨­³¤­ ­¢¤ ±¤°´¨±¤¬¤­³²Ǿ ¡¤²³ ¬ ­ ¦¤¬¤­³ ¯± ¢³¨¢¤² ±¤°´¨±¤¬¤­³²Ǿ ±¤¢®±£ª¤¤¯¨­¦  ­£ ±¤¯®±³¨­¦ requirements; (e) !´³§®±¨³¸ ³® ¨­²¯¤¢³ ¦±¤ ²¤ ¯±®£´¢¨­¦ ¥ ¢¨«¨³¨¤²Ǿ ¤­¥®±¢¤¬¤­³  ´³§®±¨³¨¤²Ǿ  ­£ ¶§¤³§¤± ³§¤ %­±®««¤¤ § ² ²´¥¥¨¢¨¤­³ ²³ ¥¥ ³® ¨­²¯¤¢³  ­£ ¤­¥®±¢¤ ³§¤ &/' ordinance; (f) !­ ¨£¤­³¨¥¨¢ ³¨®­ ®¥ ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬ ²¤¢³¨®­² ²´¡©¤¢³ ³® &/' ¡«®¢ª ¦¤²  ­£ ³§¤ ¤²³ ¡«¨²§¬¤­³ ®¥   ¢«¤ ­¨­¦ ²¢§¤£´«¤ ¥®± ¤ ¢§ ²¤¢³¨®­ǿ  ­£ (g) Implement ³¨®­ ®¥ ²®´±¢¤ ¢®­³±®« ¬¤ ²´±¤² ¥®±  «« ²®´±¢¤² ®¥ &/' ±¤ ¢§¨­¦ ³§¤ ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬ ¥®± ¤ ¢§ ²¤¢³¨®­ ¨£¤­³¨¥¨¤£  ¡®µ¤ȁ 7.1 3¤¶¤± 0¨¯¤ ¡«®¢ª ¦¤ #®­³±®« 0±®¦± ¬ Summary To reduce the amount of fats, oils and grease (FOG), rags and other debris sewer system, the City has developed a FOG Control Program. The City has identified all Food Service Establishments (FSE) within its service area as part of a monitoring and surveillance program, as per Ordinance No. NS 2921. Ζȃ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΖȀ 3¤¶¤± 0¨¯¤ "«®¢ª ¦¤ #®­³±®« 0±®¦± ¬ This process includes an interceptor-sizing component and an Interceptor Maintenance Plan, which includes the maintenance requirements, BMP requirements, record keeping and reporting requirements. A list of documentation requirements. The City has identified the sections of its sanitary sewer system subject to high levels of FOG, and has developed an Operation and Maintenance Program which includes a higher frequency (typically monthly) cleaning schedule for each of these sections. FSEs located upstream of these locations are subsequently inspected more frequently to help control the FOG discharge. Elements of the FOG Control Program includes: 1) needed, to discuss the FOG Control Program and proper grease control device maintenance. The City has developed formal literature to be disseminated during these meetings. The City also distributes FOG educational materials to residential communities associated with high levels of FOG discharge and kitchen BMPs in three languages, training and interceptor maintenance logs, informational charts, and more available on the FOG Control Program section of their website. 2) The City requires that each FSE maintain a plan and schedule for the disposal of FOG generated by its activities. The plan and schedule can be found within the FOG Control Program Appendix L. 3) In January of 2005, the City of Santa Ana implemented a FOG Control Program that includes all of the required WDR elements. A copy of the FOG Control Program Manual was submitted to the Regional Board in January, 2005. The FOG Control Program Manual is incorporated, by reference, into the SSMP and was updated in December 2019. All elements of the FOG Control Program are currently being NS 2921) provides the legal authority necessary to enforce the FOG program. 4) FOG Wastewater Discharge Requirements of the City of Santa Ana Fats, Oils, and Grease (FOG) Control Program Manual. This section, and related sections in the FOG Control Program Manual also describe the requirements for design standards for the removal devices, maintenance requirements, BMP requirements, and record keeping and reporting requirements. 5) The City has legal authority to inspect grease producing facilities established in Ordinance No. NS 2921 and the FOG Control Program Manual and enforces any violation of the sewer ordinance in accordance with City requirements. The City has sufficient staff to provide inspections of each grease removal device in its service area at least once per year. 6) The City has identified sections of its sanitary sewer system subject to high levels of FOG in its Digital frequency (typically monthly) cleaning schedule for each of these sections. These measures have prevented FOG related SSOs from occurring. Using infraMAP, the City can also pinpoint inspections to focus on these sections identified with high FOG accumulation. Inspection results and inspection history is stored in the infraMAP database and evaluated periodically. the Sewer System Infrastructure Management System. These EMLs along with siphons are cleaned on a weekly or monthly basis, depending on the severity of the problem. Ζȃ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΖȀ 3¤¶¤± 0¨¯¤ "«®¢ª ¦¤ #®­³±®« 0±®¦± ¬ 7) The City has developed and implemented source control measures for all sources of FOG discharged to the sanitary sewer system for each section of the Sewer Line Problem Areas identified by adopting Ordinance No. NS 2921. existing SSMP. A FOG Control Program Manual was developed to specify the key elements of the ongoing FOG Control Program and will be further discussed and updated (when necessary) as required in the WDR. A comprehensive FOG source identification investigation process is being implemented and refined as part of the FOG Control Program. The process incorporates CCTV investigation along with FSE inspections to determine the sources of FOG discharges to sewer system EMLs. The source identification process is included in the FOG Control Program Manual. 7.1 Supporting Documents The City to comply with the FOG Control Program requirements of the Statewide General Waste Discharge Requirements (WDR): City of Santa Ana Municipal Code, Chapter 39, Appendix D; Ordinance No. NS-2921, Appendix E; The City of Santa Ana Standard Plans for Sanitary Sewers, Public Works Agency, Appendix F; The City of Santa Ana Standard Specifications of Sewer Construction, Public Works Agency, Appendix G; The City of Santa Ana FOG Control Program Manual, Appendix L; A Collection of Regulations and Logs which support the FOG Control Program, Appendix M: o FOG Rules and Regulations (English) o FOG Rules and Regulations (Spanish) o FOG Worksite Poster o FSE Employee Training Log o FSE GRE Maintenance Log o FSE Lateral Maintenance Log o FSE Waste Grease Log Ζȃ 2025 3¤¢³¨®­ ΗȀ 3¸²³¤¬ %µ «´ ³¨®­Ǿ # ¯ ¢¨³¸ !²²´± ­¢¤  ­£ # ¯¨³ « )¬¯±®µ¤¬¤­³² #¨³¸ ®¥ 3 ­³  !­  Section 8: 3¸²³¤¬ %µ «´ ³¨®­, # ¯ ¢¨³¸ !²²´± ­¢¤  ­£ # ¯¨³ « )¬¯±®µ¤¬¤­³² Section 8 ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-8 ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ 3¸²³¤¬ %µ «´ ³¨®­Ǿ # ¯ ¢¨³¸ !²²´± ­¢¤  ­£ # ¯¨³ « )¬¯±®µ¤¬¤­³²: % ¢§ %­±®««¤¤ ¬´²³ ¨­¢«´£¤ ¯±®¢¤£´±¤²  ­£  ¢³¨µ¨³¨¤² ¥®±Ȁ (a) 2®´³¨­¤ ¤µ «´ ³¨®­  ­£  ²²¤²²¬¤­³ ®¥ ²¸²³¤¬ ¢®­£¨³¨®­²ǿ (b) # ¯ ¢¨³¸  ²²¤²²¬¤­³  ­£ £¤²¨¦­ ¢±¨³¤±¨  (c) 0±¨®±¨³¨¹ ³¨®­ ®¥ ¢®±±¤¢³¨µ¤  ¢³¨®­²ǿ  ­£ (d) ! # ¯¨³ « )¬¯±®µ¤¬¤­³ 0« ­ Ȩ#)0ȩȁ 3¸²³¤¬ %µ «´ ³¨®­  ­£ #®­£¨³¨®­ !²²¤²²¬¤­³Ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤ ¯±®¢¤£´±¤² ³®Ȁ (a) %µ «´ ³¤ ³§¤ ² ­¨³ ±¸ ²¤¶¤± ²¸²³¤¬  ²²¤³² ´³¨«¨¹¨­¦ ³§¤ ¡¤²³ ¯± ¢³¨¢¤²  ­£ ³¤¢§­®«®¦¨¤²  µ ¨« ¡«¤; (b) )£¤­³¨¥¸  ­£ ©´²³¨¥¸ ³§¤  ¬®´­³ Ȩ¯¤±¢¤­³ ¦¤ȩ ®¥ ¨³² ²¸²³¤¬ ¥®± ¨³² ¢®­£¨³¨®­ ³® ¡¤  ²²¤²²¤£ ¤ ¢§ ¸¤ ± (c) 0±¨®±¨³¨¹¤ ³§¤ ¢®­£¨³¨®­  ²²¤²²¬¤­³ ®¥ ²¸²³¤¬  ±¤ ² ³§ ³Ȁ §®«£   §¨¦§ «¤µ¤« ®¥ ¤­µ¨±®­¬¤­³ « ¢®­²¤°´¤­¢¤² ¨¥ µ´«­¤± ¡«¤ ³® ¢®«« ¯²¤Ǿ ¥ ¨«´±¤Ǿ ¡«®¢ª ¦¤Ǿ ¢ ¯ ¢¨³¸ ¨²²´¤² ®± ®³§¤± ²¸²³¤¬ £¤¥¨¢¨¤­¢¨¤²Ǿ  ±¤ «®¢ ³¤£ ¨­ ®± ¶¨³§¨­ ³§¤ µ¨¢¨­¨³¸ ®¥ ²´±¥ ¢¤ ¶ ³¤±²Ǿ ²³¤¤¯ ³¤±± ¨­Ǿ §¨¦§ ¦±®´­£¶ ³¤± ¤«¤µ ³¨®­²Ǿ  ­£ ¤­µ¨±®­¬¤­³ ««¸ ²¤­²¨³¨µ¤  ±¤ ²Ǿ  ­£ȝ®±  ±¤ ¶¨³§¨­ ³§¤ µ¨¢¨­¨³¸ ®¥   ±¤¢¤¨µ¨­¦ ¶ ³¤± ¶¨³§   ¡ ¢³¤±¨ «-±¤« ³¤£ ¨¬¯ ¨±¬¤­³ ®­ ³§¤ #«¤ ­ 7 ³¤± !¢³ ²¤¢³¨®­ ΖΓΖȨ£ȩ ,¨²³ǿ (d) !²²¤²² ³§¤ ²¸²³¤¬ ¢®­£¨³¨®­² ´²¨­¦ µ¨²´ « ®¡²¤±µ ³¨®­²Ǿ µ¨£¤® ²´±µ¤¨«« ­¢¤  ­£ȝ®± ®³§¤± ¢®¬¯ ± ¡«¤ ²¸²³¤¬ ¨­²¯¤¢³¨®­ ¬¤³§ods; (e) 5³¨«¨¹¤ ®¡²¤±µ ³¨®­²ȝ¤µ¨£¤­¢¤ ®¥ ²¸²³¤¬ ¢®­£¨³¨®­² ³§ ³ ¬ ¸ ¢®­³±¨¡´³¤ ³® ¤·¨³¨­¦ ®¥ ²¤¶ ¦¤ ¥±®¬ ³§¤ ²¸²³¤¬ ¶§¨¢§ ¢ ­ ¡¤ ±¤ ²®­ ¡«¸ ¤·¯¤¢³¤£ ³® £¨²¢§ ±¦¤ ¨­³®   ¶ ³¤± ®¥ ³§¤ 3³ ³¤ǿ (f) - ¨­³ ¨­ £®¢´¬¤­³²  ­£ ±¤¢®±£ª¤¤¯¨­¦ ®¥ ²¸²³¤¬ ¤µ «´ ³¨®­  ­£ ¢®­£¨³¨®­  ²²¤²²¬¤­³ ¨­²¯¤¢³¨®­²  ­£  ¢³¨µ¨³¨¤²ǿ  ­£ ΗȃΑ 2025 3¤¢³¨®­ ΗȀ 3¸²³¤¬ %µ «´ ³¨®­Ǿ # ¯ ¢¨³¸ !²²´± ­¢¤  ­£ # ¯¨³ « )¬¯±®µ¤¬¤­³² #¨³¸ ®¥ 3 ­³  !­  (g) )£¤­³¨¥¸ ²¸²³¤¬  ²²¤³² µ´«­¤± ¡«¤ ³® £¨±¤¢³  ­£ ¨­£¨±¤¢³ ¨¬¯ ¢³² ®¥ ¢«¨¬ ³¤ ¢§ ­¦¤Ǿ ¨­¢«´£¨­¦ ²¤  «¤µ¤« ±¨²¤Ǿ ¥«®®£¨­¦  ­£ȝ®± ¤±®²¨®­ £´¤ ³® ¨­¢±¤ ²¤£ ²³®±¬ µ®«´¬¤²Ǿ ¥±¤°´¤­¢¸Ǿ  ­£ȝ®± ¨­³¤­²¨³¸ǿ ¶¨«£¥¨±¤²ǿ  ­£ ¨­¢±¤ ²¤£ ¯®¶¤± disruptions. # ¯ ¢¨³¸ !²²¤²²¬¤­³  ­£ $¤²¨¦­ #±¨³¤±¨ Ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤ ¯±®¢¤£´±¤² ³® ¨£¤­³¨¥¸ ²¸²³¤¬ ¢®¬¯®­¤­³² ³§ ³  ±¤ ¤·¯¤±¨¤­¢¨­¦ ®± ¢®­³±¨¡´³¨­¦ ³® ²¯¨««² ¢ ´²¤£ ¡¸ §¸£± ´«¨¢ £¤¥¨¢¨¤­¢¸  ­£ȝ®± «¨¬¨³¤£ ¢ ¯ ¢¨³¸Ǿ ¨­¢«´£¨­¦ ¯±®¢¤£´±¤² ³® ¨£¤­³¨¥¸ ³§¤  ¯¯±®¯±¨ ³¤ §¸£± ´«¨¢ ¢ ¯ ¢¨³¸ ®¥ ª¤¸ ²¸²³¤¬ ¤«¤¬¤­³² ¥®±Ȁ (a) Dry-¶¤ ³§¤± ¯¤ ª ¥«®¶ ¢®­£¨³¨®­² ³§ ³ ¢ ´²¤ ®± ¢®­³±¨¡´³¤ ³® ²¯¨«« ¤µ¤­³² (b) 4§¤  ¯¯±®¯±¨ ³¤ £¤²¨¦­ ²³®±¬Ȩ²ȩ ®± ¶¤³-¶¤ ³§¤± ¤µ¤­³² ³§ ³ ¢ ´²¤ ®± ¢®­³±¨¡´³¤ ³® ²¯¨«« ¤µ¤­³²ǿ (c) 4§¤ ¢ ¯ ¢¨³¸ ®¥ ª¤¸ ²¸²³¤¬ ¤«¤¬¤­³²ǿ  ­£ (d) )£¤­³¨¥¸ ³§¤ ¬ ©®± ²®´±¢¤² ³§ ³ ¢®­³±¨¡´³¤ ³® ³§¤ ¯¤ ª ¥«®¶²  ²²®¢¨ ³¤£ ¶¨³§ ²¤¶¤± ²¯¨««²ȁ 4§¤ ¢ ¯ ¢¨³¸  ²²¤²²¬¤­³ ¬´²³ ¢®µ¤±Ȁ (a) $ ³  ¥±®¬ ¤·¨²³¨­¦ ²¸²³¤¬ ¢®­£¨³¨®­  ²²¤²²¬¤­³²Ǿ ²¸²³¤¬ ¨­²¯¤¢³¨®­²Ǿ ²¸²³¤¬  ´£¨³²Ǿ ²¯¨«« §¨²³®±¸Ǿ  ­£ ®³§¤±  µ ¨« ¡«¤ ¨­¥®±¬ ³¨®­ǿ (b) # ¯ ¢¨³¸ ®¥ ¥«®®£-¯±®­¤ ²¸²³¤¬² ²´¡©¤¢³ ³® ¨­¢±¤ ²¤£ ¨­¥¨«³± ³¨®­  ­£ ¨­¥«®¶ Ȩ)ȝ)ȩǾ ´­£¤± ­®±¬ « «®¢ «  ­£ ±¤¦¨®­ « ²³®±¬ ¢®­£¨³¨®­²ǿ (c) # ¯ ¢¨³¸ ®¥ ²¸²³¤¬² ²´¡©¤¢³ ³® ¨­¢±¤ ²¤£ )ȝ) £´¤ ³® « ±¦¤±  ­£ȝ®± §¨¦§¤±- ¨­³¤­²¨³¸ ²³®±¬ ¤µ¤­³²  ²   ±¤²´«³ ®¥ ¢«¨¬ ³¤ ¢§ ­¦¤ǿ (d) )­¢±¤ ²¤² ®¥ ¤±®²¨µ¤ ¥®±¢¤² ¨­ ¢ ­¸®­²  ­£ ²³±¤ ¬² ­¤ ± ´­£¤±¦±®´­£  ­£ above-¦±®´­£ ²¸²³¤¬ ¢®¬¯®­¤­³² £´¤ ³® « ±¦¤±  ­£ȝ®± §¨¦§¤r-¨­³¤­²¨³¸ ²³®±¬ events; (e) # ¯ ¢¨³¸ ®¥ ¬ ©®± ²¸²³¤¬ ¤«¤¬¤­³² ³®  ¢¢®¬¬®£ ³¤ £±¸-¶¤ ³§¤± ¯¤ ª ¥«®¶ ¢®­£¨³¨®­²Ǿ  ­£ ´¯£ ³¤£ £¤²¨¦­ ²³®±¬  ­£ ¶¤³-¶¤ ³§¤± ¤µ¤­³²ǿ  ­£ (f) .¤¢¤²² ±¸ ±¤£´­£ ­¢¸ ¨­ ¯´¬¯¨­¦  ­£ ²³®± ¦¤ ¢ ¯ ¡¨«¨³¨¤²ȁ 0±¨®±¨³¨¹ ³¨®­ ®¥ #®±±¤¢³¨µ¤ !¢³¨®­: 4§¤ ¥¨­£¨­¦² ®¥ ³§¤ ¢®­£¨³¨®­  ²²¤²²¬¤­³²  ­£ ¢ ¯ ¢¨³¸  ²²¤²²¬¤­³² ¬´²³ ¡¤ ´²¤£ ³® ¯±¨®±¨³¨¹¤ ¢®±±¤¢³¨µ¤  ¢³¨®­²ȁ 0±¨®±¨³¨¹ ³¨®­ ¬´²³  «²® ¢®­²¨£¤± ³§¤ ²¤µ¤±¨³¸ ®¥ ³§¤ ¢®­²¤°´¤­¢¤² ®¥ ¯®³¤­³¨ « ²¯¨««²ȁ # ¯¨³ « )¬¯±®µ¤¬¤­³ 0« ­ Ȩ#)0ȩȀ 4§¤ #)0 ¬´²³ ¨­¢«´£¤ ³§¤ ¥®««®¶¨­¦ ¨³¤¬²Ȁ (a) 0±®©¤¢³ ²¢§¤£´«¤² ¨­¢«´£¨­¦ ¢®¬¯«¤³¨®­ £ ³¤² ¥®±  «« ¯®±³¨®­² ®¥ ³§¤ #)0ǿ (b) )­³¤±­ «ȝ¤·³¤±­ « ¯±®©¤¢³ ¥´­£¨­¦ ²®´±¢¤² ¥®± ¤ ¢§ ¯±®©¤¢³ǿ  ­£ ΗȃΑ 2025 3¤¢³¨®­ ΗȀ 3¸²³¤¬ %µ «´ ³¨®­Ǿ # ¯ ¢¨³¸ !²²´± ­¢¤  ­£ # ¯¨³ « )¬¯±®µ¤¬¤­³² #¨³¸ ®¥ 3 ­³  !­  (c) *®¨­³ ¢®®±£¨­ ³¨®­ ¡¤³¶¤¤­ /lj- ²³ ¥¥Ǿ  ­£ ¤­¦¨­¤¤±¨­¦ ²³ ¥¥ȝ¢®­²´«³ ­³² £´±¨­¦ ¯« ­­¨­¦Ǿ £¤²¨¦­Ǿ  ­£ ¢®­²³±´¢³¨®­ ®¥ #)0 ¯±®©¤¢³²ǿ  ­£ ¨­³¤± ¦¤­¢¸ ¢®®±£¨­ ³¨®­ ¶¨³§ ®³§¤± ¨¬¯ ¢³¤£ ´³¨«¨³¸  ¦¤­¢¨¤²ȁ s detailed in the following subsections to meet the requirements outlined above and in the Order. 8.1 # ¯ ¢¨³¸ !²²¤²²¬¤­³  ­£ Design Criteria The 2016 Sewer Master Plan Update and Infiltration and Inflow Study analyzed the capacity of larger city sewers (generally 10-inch diameter and larger) for peak flow conditions under both dry and wet weather conditions. Deficient sewer line segments are identified for prioritization in the capital replacement program. The 2016 Sewer System Master Plan includes a list of recommended projects to address existing and future capacity deficiencies. The projects are grouped in four different priority categories, with priority 1 being the highest priority category and 4 being the lowest priority category. A copy of this Master Plan document has been provided to the Regional Board in digital format. Sanitary Sewer Standard Specifications and the Standard Plans for Sanitary Sewers and Design Guidelines for Water and Sewer Facilities outline the appropriate design criteria necessary to ensure sufficient capacity, as well as preserve the estimated life-cycle of wastewater infrastructure. Any design that is not encompassed by the City Standards shall be sufficiently reviewed to ensure proper design and construction of the facility. 8.2 0±¨®±¨³¸ ®¥ #®±±¤¢³¨µ¤ !¢³¨®­² There are several steps needed to establish a short- and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The findings of condition assessments and capacity assessments are used to prioritize corrective actions. The CIP also considers the severity of the consequences of potential spills when prioritizing projects. Examples of CIP enhancements may include increases in pipe size, I/I reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP includes an implementation schedule and identifies sources of funding. 8.3 # ¯¨³ « )¬¯±®µ¤¬¤­³ 0« ­ Ȩ#)0ȩ The City has established a Capital Improvement Program (CIP) to address projected hydraulic deficiencies. The CIP is included in the City of Santa Ana Sewer Master Plan, and includes projected cost estimates, alternatives Sewer Enterprise Funds describe how the City proposes to continue to pay for the CIP, by noting fund balances, funding sources and fund uses. The Sewer Master Plan Update contains a list of each projects identified as necessary to increase the capacity of portions of the system. The projects are grouped by priority into four categories, with priority category one being the highest. The projects are being addressed based upon priorities. ΗȃΑ 2025 3¤¢³¨®­ ΗȀ 3¸²³¤¬ %µ «´ ³¨®­Ǿ # ¯ ¢¨³¸ !²²´± ­¢¤  ­£ # ¯¨³ « )¬¯±®µ¤¬¤­³² #¨³¸ ®¥ 3 ­³  !­  allocated for maintenance, rehabilitation and repair and replacement of sanitary sewer facilities, as well as emergency response to sewer blockage issues. The Sewer Connection Fee fund is allocated solely for the construction of sewer capacity enhancements. The City balances the rehabilitation projects on a year-to-year basis and aims to improve the operating efficiency and life expectancy of the entire sewer system. Sewer service rates are periodically reviewed and adjusted to address identified CIP needs. 8.3.2 Supporting Documents The following documents, attached as appendices, support the System Evaluation and Capacity Assurance Plan, thereby allowing the City to comply with the System Evaluation and Capacity Assurance Plan requirements of the WDR: The City of Santa Ana Standard Plans for Sanitary Sewers, Public Works Agency, Appendix F. Division. Due to the size of these documents, they have not been attached as appendices. City of Santa Ana Sewer Master Plan Final Report, December 2016 ΗȃΑ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΘȀ -®­¨³®±¨­¦Ǿ -¤ ²´±¤¬¤­³  ­£ 0±®¦± ¬ -®£¨¥¨¢ ³¨®­² Section 9: -®­¨³®±¨­¦Ǿ -¤ ²´±¤¬¤­³  ­£ 0±®¦± ¬ Modifications 3¤¢³¨®­ Μ ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-Μ ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ -®­¨³®±¨­¦Ǿ -¤ ²´±¤¬¤­³Ǿ  ­£ 0±®¦± ¬ -®£¨¥¨¢ ³¨®­² Ȁ 4§¤ %­±®««¤¤ ²§ «« ¨­¢«´£¤  ­  £ ¯³¨µ¤ ¬ ­ ¦¤¬¤­³ ²¤¢³¨®­ ³§ ³  ££±¤²²¤² 0« ­-¨¬¯«¤¬¤­³ ³¨®­ ¤¥¥¤¢³¨µ¤­¤²²  ­£ ³§¤ ²³¤¯² ¥®± ­¤¢¤²² ±¸ 0« ­ ¨¬¯±®µ¤¬¤­³Ǿ ¨­¢«´£¨­¦Ȁ (a) - ¨­³ ¨­¨­¦ ±¤«¤µ ­³ ¨­¥®±¬ ³¨®­Ǿ ¨­¢«´£¨­¦  ´£¨³ ¥¨­£¨­¦²Ǿ ³® ¤²³ ¡«¨²§  ­£ ¯±¨®±¨³¨¹¤  ¯¯±®¯±¨ ³¤ 0« ­  ¢³¨µ¨³¨¤²ǿ (b) -®­¨³®±¨­¦ ³§¤ ¨¬¯«¤¬¤­³ ³¨®­  ­£ ¬¤ ²´±¨­¦ ³§¤ ¤¥¥¤¢³¨µ¤­¤²² ®¥ ¤ ¢§ 0« ­ element; (c) !²²¤²²¨­¦ ³§¤ ²´¢¢¤²² ®¥ ³§¤ ¯±¤µ¤­³¨µ¤ ®¯¤± ³¨®­  ­£ ¬ ¨­³¤­ ­¢¤  ¢³¨µ¨³¨¤²ǿ (d) 5¯£ ³¨­¦ 0« ­ ¯±®¢¤£´±¤²  ­£  ¢³¨µ¨³¨¤²Ǿ  ²  ¯¯±®¯±¨ ³¤Ǿ ¡ ²¤£ ®­ ³§¤ ±¤²´«³² ®¥ ¬®­¨³®±¨­¦  ­£ ¯¤±¥®±¬ ­¢¤ ¤µ «´ ³¨®­²ǿ  ­£ (e) )£¤­³¨¥¸¨­¦  ­£ ¨««´²³± ³¨­¦ ²¯¨«« ³±¤­£²Ǿ ¨­¢«´£¨­¦ ²¯¨«« ¥±¤°´¤­¢¸Ǿ «®¢ ³¨®­²  ­£ ¤²³¨¬ ³¤£ µ®«´¬¤²ȁ The City evaluates the following Monitoring, Measurement, and Program Modifications Metrics for the sanitary sewer system and all elements of the SSMP: The SSMP elements are discussed periodically throughout the year during regular staff meetings with the Water Resources Manager and the division supervisors. Additional meetings to assess the effectiveness of individual elements are held as needed. Major studies, such as Sewer Master Plan audits and updates, and Infiltration and Inflow Studies are also used to measure the effectiveness of the SSMP and make revisions as appropriate. The City tracks the location and cause of all spills, blockages, and gravity main EMLs. The City maintains a cleaning activity log, which details the size, material and location of each pipe cleaned, as well as the equipment utilized, and any relevant remarks observed during the cleaning. The City utilizes field data acquisition software (infraMap), which utilizes ESRI software for preventative maintenance tracking and work orders. City Field Staff observe all gravity mains and manholes during routine cleaning and conduct localized video inspections when their observations warrant further investigation. Additionally, the City conducts system-wide video inspections, and each pipe is given a score based on the National Association of Sewer Service pipeline rating system. All ratings are incorporated into the GIS so that all scoring is associated with a corresponding pipe that has been inspected. These ratings, as well as the observed condition of each pipeline, allow the City to identify gravity mains that are at risk of collapse or prone to more frequent blockages due to pipe defects. 2025 ΘȃΑ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΘȀ -®­¨³®±¨­¦Ǿ -¤ ²´±¤¬¤­³  ­£ 0±®¦± ¬ -®£¨¥¨¢ ³¨®­² The City identifies all food preparation and service locations within the city limits as part of its monitoring and surveillance program. the Inspectors as well as the FOG control consultant in accordance with the FOG Control Program Manual. In order to monitor the implementation and measure the effectiveness of the SSMP, the City tracks several performance indicators, including: Number and location of spills over the past 12 months, distinguishing between dry weather spills and wet weather spills; Volume distribution of spills (e.g. number of spills < 100 gallons, 100 to 999 gallons, 1,000 to 9,999 gallons, > 10,000 gallons); Number of gravity grease interceptors inspected over the past 12 months; Miles of gravity mains cleaned over the past 12 months; The SSMP and its elements will be updated in accordance with the results of the monitoring described above. To date, revisions have been made to the FOG Control Program Manual as well as the Sewer Spill Procedures. Θȁΐ Supporting Documents The following documents allow the City to comply with the Monitoring, Measurement, and Program Modifications requirements of the WDR, and are attached as appendices. Video Inspection Log and Inspection Report, Appendix I. 2025 ΘȃΑ #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΐΏȀ )­³¤±­ « !´£¨³² 3¤¢³¨®­ ΐΏȀ Internal Audits Section ΔΓ ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-ΔΓ ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ )­³¤±­ « !´£¨³s Ȁ 4§¤ 0« ­ ²§ «« ¨­¢«´£¤  ´£¨³ ¯±®¢¤£´±¤²Ǿ  ¯¯±®¯±¨ ³¤ ³® ³§¤ ²¨¹¤  ­£ ¯¤±¥®±¬ ­¢¤ ®¥ ³§¤ ²¸²³¤¬Ǿ ¥®± ³§¤ %­±®««¤¤ ³® ¢®¬¯«¸ ¶¨³§ ²¤¢³¨®­ ΘȁΗ Ȩ3¤¶¤± 3¸²³¤¬ - ­ ¦¤¬¤­³ 0« ­ !´£¨³²ȩ ®¥ ³§¤ '¤­¤± « /±£¤±ȁ The City will submit its SSMP Audit and other pertinent audit information, in accordance with Section 5.4 (Sewer System Management Plan Audits) of the Order, to the online CIWQS Sanitary Sewer System Database by six (6) months after the end of the 3-year audit period. The City shall conduct internal audits at a minimum frequency of once every three (3) years, evaluating its SSMP and its compliance with the requirements of Order No. 2022-0103-DWQ. The audit will use data collected as part of Section 9 Monitoring, Measurement, and Program Modifications and performance indicators to identify and correct SSMP deficiencies in the Audit Report. Audit Reports are available upon request. The internal audits include, but are not limited to the following: A review of this SSMP document to ensure compliance with the regulations established in the State 22-0103-DWQ.; A review of any supporting documents listed in this SSMP; SSMP implementation efforts over the past two (2) years; A description of additions and improvements made to the sanitary sewer collections system during the past three (3) years; A description of additions and improvements planned for the upcoming three (3) years; A list of deficiencies, if identified, and a plan to correct the identified deficiencies. Per Attachment E1 of the WDR Order, if an SSMP audit is not conducted as required, the Enrollee shall: Update the online CIWQS Sanitary Sewer System Database and select the justification for not conducting the Audit; and Notify its corresponding Regional Water Board of the jurisdiction for the lapsed requirements. -compliance with the General Order. The Enrollee shall: Submit the late Audit as required in the General Order; and Comply with the subsequent Audit requirements and due dates corresponding with the original audit cycle. ΐΏȃΐ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΐΏȀ )­³¤±­ « !´£¨³² ΐΏȁΐ )­³¤±­ « !´£¨³ 3¢§¤£´«¤ Audits must be conducted during the audit period and must include Sewer System Management Plan Audit Reports and other pertinent information. Audit Reports are due within six (6) months after the end of the three (3) year audit period. Audit Reports must be submitted into the online CIWQS Sanitary Sewer Database no later than November 2 of the following calendar year. The last audit period ended in May, 2024 and the audit report was electronically submitted to CIWQS. The next audit period ends in May, 2027, and the associated Audit Report is due into the CIWQS database by November 2, 2027. 10.2 Supporting Documents There are no applicable documents for this section. ΐΐȃΐ 2025 #¨³¸ ®¥ 3 ­³  !­  3¤¢³¨®­ ΐΐȀ #®¬¬´­¨¢ ³¨®­ 0±®¦± ¬ 3¤¢³¨®­ ΐΐȀ #®¬¬´­¨¢ ³¨®­ 0±®¦± ¬ 3¤¢³¨®­ ΔΔ ®¥ ³§¨² 33-0  ££±¤²²¤² ³§¤ ±¤°´¨±¤¬¤­³² ¨­¢«´£¤£ ¨­ !³³ ¢§¬¤­³ $-ΔΔ ®¥ ³§¤ /±£¤±ȁ 4§¤ ±¤°´¨±¤¬¤­³² ²³ ³¤Ȁ #®¬¬´­¨¢ ³¨®­ 0±®¦± ¬Ȁ 4§¤ 0« ­ ¬´²³ ¨­¢«´£¤ ¯±®¢¤£´±¤² ¥®± ³§¤ %­±®««¤¤ ³® ¢®¬¬´­¨¢ ³¤ ¶¨³§Ȁ (a) 4§¤ ¯´¡«¨¢ ¥®± ²¯¨««²  ­£ £¨²¢§ ±¦¤² ±¤²´«³¨­¦ ¨­ ¢«®²´±¤² ®¥ ¯´¡«¨¢  ±¤ ²Ǿ ®± ³§ ³ ¤­³¤±   ²®´±¢¤ ®¥ £±¨­ª¨­¦ ¶ ³¤±Ǿ  ­£ ³§¤ £¤µ¤«®¯¬¤­³Ǿ ¨¬¯«¤¬¤­³ ³¨®­  ­£ ´¯£ ³¤ ®¥ ¨³² 33-0Ǿ ¨­¢«´£¨­¦ ®¯¯®±³´­¨³¨¤² ¥®± ¯´¡«¨¢ ¨­¯´³ ³® 0« ­ ¨¬¯«¤¬¤­³ ³¨®­  ­£ ´¯£ ³¤²ȁ (b) ² ³¤««¨³¤ ²¸²³¤¬²Ǿ ¥®± ²¸²³¤¬ ®¯¤± ³¨®­Ǿ ¬ ¨­³¤­ ­¢¤Ǿ  ­£ ¢ ¯¨³ « ¨¬¯±®µ¤¬¤­³- ±¤« ³¤£  ¢³¨µ¨³¨¤²ȁ The City communicates on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system allows the public the opportunity to provide input to the City as the program is developed and implemented. The City has also created a plan of communication with system. The Water Resources Manager provides interested parties with status updates on the implementation of the website (www.santa-ana.org) presents information about on-going efforts, general information, as well as meeting agendas and minutes. sewer construction standards document), the FOG control program (including permit applications, and BMP documents in multiple languages and other helpful guidelines), sewer line stoppages, 2019 sewer rate study, sewer plans and documents (including the SSMP and Sewer Master Plan), and sewer resources (including the WDR Order, CIWQS resources, and more). ΐΐȁΐ #®¬¬´­¨¢ ³¨®­ ®¥ 3¯¨««²  ­£ $¨²¢§ ±¦¤² and to minimize spills that do occur. The Public Works department phone number is made available for the public to call in the event of a break-in or the collapse of the sewer lateral beyond the residential property line or for general assistance to contain a spill. ΐΐȁΒ Supporting Documents There are no applicable documents for this section. ΐΐȃΐ 2025 STATEWATER RESOURCES CONTROL BOARD 1001 I Street, Sacramento, California 95814 ORDER WQ 2022-0103-DWQ STATEWIDE WASTE DISCHARGE REQUIREMENTS GENERAL ORDER FORSANITARY SEWER SYSTEMS This Order was adopted by the State Water Resources Control Board on December6, 2022. This Order shall become effective180days after the Adoption Date of this General Order, onJune5, 2023. TheEnrolleeshall comply withtherequirements of this Order upon the Effective Date of this General Order. This General Order does not convey any property rights of any sort or any exclusive privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, protect the Enrolleefrom liability under federal, state, or local laws, nor create a vested right for the Enrolleeto continue the dischargeofwaste. CERTIFICATION I, Jeanine Townsend, Clerk to the Board, do hereby certify that this Order with all attachments is a full, true, and correct copy of the Order adopted by the State Water Board on December 6, 2022. AYE:ChairE. Joaquin Esquivel Board Member Sean Maguire Board Member Laurel Firestone Board Member Nichole Morgan NAY:None ABSENT:None ABSTAIN:None for Jeanine Townsend Clerk to the Board 1 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER Table of Contents 1. Introduction....................................................................................................................4 2.Regulatory Coverage and Application Requirements....................................................5 2.1. Requirements for Continuation of Existing Regulatory Coverage.......................5 2.2. Requirements for New Regulatory Coverage......................................................5 2.3. Regulatory Coverage Transfer............................................................................7 3. Findings.........................................................................................................................7 3.1. Legal Authorities.................................................................................................7 3.2. General.............................................................................................................11 3.3. Water Quality Control Plans, Policies and Resolutions.....................................14 3.4. California Environmental Quality Act.................................................................16 3.5. State Water Board Funding Assistance for Compliance with Water Board Water Quality Orders...................................................................................................16 3.6. Notification to Interested Parties.......................................................................17 4. Prohibitions..................................................................................................................17 4.1 Discharge of Sewage from a Sanitary Sewer System.......................................17 4.2. Discharge of Sewage to Waters of the State.....................................................17 4.3. Discharge of Sewage Creating a Nuisance.......................................................18 5. Specifications...............................................................................................................18 5.1. Designation of a Legally Responsible Official...................................................18 5.2. Sewer System Management Plan Development and Implementation...............18 5.3. Certification of Sewer System Management Plan and Plan Updates................19 5.4. Sewer System Management Plan Audits..........................................................19 5.5. Six-Year Sewer System Management Plan Update..........................................21 5.6. System Resilience.............................................................................................22 5.7. Allocation of Resources....................................................................................22 5.8. Designation of Data Submitters.........................................................................22 5.9. Reporting Certification.......................................................................................22 5.10. System Capacity...............................................................................................23 5.11. System Performance Analysis..........................................................................23 5.12. Spill Emergency Response Plan and Remedial Actions...................................23 5.13. Notification, Monitoring, Reporting and Recordkeeping Requirements.............24 5.14. Electronic Sanitary Sewer System Service Area Boundary Map.......................26 5.15. Voluntary Reporting of Spills from Privately-Owned Sewer Laterals and/or Private Sanitary Sewer Systems...................................................................................26 5.16. Voluntary Notification of Spills from Privately-Owned Laterals and/or Systems to the California Office of Emergency Services.....................................................27 5.17. Unintended Failure to Report............................................................................27 ORDER 2022-0103-DWQDecember6,2022 2 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 5.18. Duty to Report to Water Boards........................................................................27 5.19. Operation and Maintenance...............................................................................27 6. Provisions....................................................................................................................27 6.1.Enforcement Provisions....................................................................................27 6.2. Other Regional Water Board Orders.................................................................30 6.3. Sewer System Management Plan Availability...................................................31 6.4. Entry and Inspection.........................................................................................31 Table of Attachments Attachment A Definitions.....................................................................................................A-1 Attachment B Application for Enrollment.............................................................................B-1 Attachment C -Notice of Termination.....................................................................................C-1 Attachment D Sewer System Management Plan Required Elements..............................D-1 Attachment E1 Notification, Monitoring, Reporting and Recordkeeping Requirements.....E1-1 Attachment E2 Summary ofNotification, Monitoring and Reporting Requirements...........E2-1 AttachmentFRegional Water Quality Control Board Contact Information..........................F-1 ORDER 2022-0103-DWQDecember6,2022 3 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 1. INTRODUCTION This General Order regulates sanitary sewer systems designed to convey sewage. For the purpose of this Order, asanitary sewer systemincludes,butisnot limited to, pipes, valves, pump stations, manholes, siphons, wet wells, diversion structures and/or other pertinentinfrastructure,upstream of a wastewater treatment plant headworks. A sanitary sewer system includes: Laterals owned and/or operated by the Enrollee; Satellite sewer systems; and/or Temporary conveyance and storage facilities, including but not limited to temporary piping, vaults, construction trenches, wet wells, impoundments, tanks and diversion structures. Sewage is untreated or partially treated domestic, municipal, commercial and/or industrial waste (including sewage sludge), and any mixture of these wastes with inflow or infiltration of stormwater or groundwater, conveyed in a sanitary sewer system. Sewage contains high levels of suspended solids, non-digested organic waste, pathogenic bacteria, viruses, toxic pollutants, nutrients, oxygen-demanding organic compounds, oils, grease, pharmaceuticals, and other harmful pollutants. For the purpose of this General Order, a spill is a discharge of sewage from any portion of a sanitary sewer system due to a sanitary sewer system overflow, operational failure, and/or infrastructure failure. Sewage and its associated wastewater spilled from a sanitary sewer system may threaten public health, beneficial uses of waters of the State, and the environment. This General Order serves as statewide waste discharge requirements and supersedes the previous State Water Resources Control Board (State Water Board) Order 2006-0003-DWQ and amendments thereafter. All sections and attachments of this General Order are enforceable by the State Water Board and Regional Water Quality Control Boards (Regional Water Boards). Through this General Order, the State Water Board requires an Enrollee to: Comply with federal and state prohibitions of discharge of sewage to waters of the State, including federal waters of the United States; Comply with specifications, and notification, monitoring, reporting and recordkeeping requirements in this General Order that implement the federal Clean Water Act, the California Water Code (Water Code), water quality control plans (including Regional Water Board Basin Plans) and policies; Proactively operate and maintain resilient sanitary sewer systems to prevent spills; Eliminate discharges of sewage to waters of the State through effective implementation of a Sewer System Management Plan; Monitor, track, and analyze spills for ongoing system-specific performance improvements; and Report noncompliance with this General Order per reporting requirements. ORDER 2022-0103-DWQ December 6, 2022 4 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER An Enrollee is a public, private, or other non-governmental entity that has obtained approval for regulatory coverage under this General Order, including: A state agency, municipality, special district, or other public entity that owns and/or operates one or more sanitary sewer systems: o greater than one (1) mile in length (each individual sanitary sewer system); o one (1) mile or less in length where the State Water Board or a Regional Water Board requires regulatory coverage under this Order; or A federal agency, private company, or other non-governmental entity that owns and/or operates a sanitary sewer system of any size where the State Water Board or a Regional Water Board requires regulatory coverage under this Order in response to a history of spills, proximity to surface water, or other factors supporting regulatory coverage. For the purpose of this Order, a sanitary sewer system includes only systems owned and/or operated by the Enrollee. 2. REGULATORY COVERAGE AND APPLICATION REQUIREMENTS 2.1. Requirements for Continuation of Existing Regulatory Coverage To continue regulatory coverage from previous Order 2006-0003-DWQ under this General Order, within the 60-days-prior-to the Effective Date of this General Order, the Legally Responsible Official of an existing Enrollee shall electronically certify the Continuation of Existing Regulatory Coverage form in the online California Integrated Water Quality System (CIWQS) Sanitary Sewer System Database. The Legally Responsible Official will receive an automated CIWQS-issued Notice of Applicability email, confirming continuation of regulatory coverage under this General Order. All regulatory coverage under previous Order 2006-0003-DWQ will cease on the Effective Date of this Order. An Enrollee continuing existing regulatory coverage is not required to submit a new application package or pay an application fee for enrollment under this General Order. The annual fee due date for continued regulatory coverage from previous Order 2006-0003-DWQ to this General Order remains unchanged. A previous Enrollee of Order 2006-0003-DWQ that fails to certify the Continuation of Existing Regulatory Coverage form in the online CIWQS database by the Effective Date of this Order is considered a New Applicant, and will not have regulatory coverage for its sanitary sewer system(s) until: A new application package for system(s) enrollment is submitted per section 2.2 (Requirements for New Regulatory Coverage) below; and The new application package is approved per section 2.2.2 (Approval of Application Package (For New Applicants Only)). 2.2. Requirements for New Regulatory Coverage No later than 60 days prior to commencing and/or assuming operation and maintenance responsibilities of a sanitary sewer system, a duly authorized representative that ORDER 2022-0103-DWQ December 6, 2022 5 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER maintains legal authority over the public or private sanitary sewer system is required to enroll under this General Order by submitting a complete application package as specified below and as provided in Attachment B (Application for Enrollment Form)of this General Order. Unless required by a Regional Water Board, apublic agency that ownsa combined sewer system subject to the Combined Sewer Overflow Control Policy (33 U.S. Code § 1342(q)), is not required to enroll, under this Order, the portions of its sanitary sewer system(s) that collects combined sanitary wastewater and stormwater. 2.2.1.Application Package Requirements The Application for Enrollment package for new applicants must include the following items: Application for Enrollment Form. The form in Attachment B of this General Order must be completed, signed, and certified by a Legally Responsible Official, in accordance with section 5.1 (Designation of a Legally Responsible Official) of this General Order. If an electronic Application for Enrollment form is available at the time of application, a new applicant shall submit its application form electronically; and Application Fee accordance with the Fee Schedule in the California Code of Regulations, Title 23, section 2200, or subsequent fee regulations updates. The applicatio threat to water quality and complexity designations of category 2C or 3C, which is assigned based on the population served by the system. The current Fee Schedule for sanitary sewer systems is listed under subdivision (a)(2) at the following website: Fee Schedule (https://www.waterboards.ca.gov/resources/fees/water_quality/). 2.2.2.Approval of Application Package (For New Applicants Only) The Deputy Director of the State Water Board, Division of Water Quality (Deputy Director) will consider approval of each complete Application for Enrollment package. The Deputy Director will issue a Notice of Applicability letter which serves as approved regulatory coverage for the new Enrollee. If the submitted application package is not complete in accordance with section 2.2.1 (Application Package Requirements) of this General Order, the Deputy Director will send a response letter to the applicant outlining the application deficiencies. The applicant will have 60 days from the date of the response letter to correct the application deficiencies and submit the identified items necessary to complete the application package to the State Water Board. 2.2.3.Electronic Reporting Account for New Enrollee Within 30 days after the date of the Approval of Complete Application Package for System Enrollment, a duly authorized representative for the Enrollee shall obtain a CIWQS Sanitary Sewer System Database user account by clicking the on the CIWQS Login Page ORDER 2022-0103-DWQ December 6, 2022 6 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER (https://ciwqs.waterboards.ca.gov). If additional assistance is needed to establish an online CIWQS user account, contact State Water Board staff by email at CIWQS@waterboards.ca.gov.The online user account will provide the Enrolleesecure access to the online CIWQS database for electronic reporting. 2.3. Regulatory Coverage Transfer Regulatory coverage under this General Order is not transferable to any person or party except after an existing Enrollee submits a written request for a regulatory coverage transfer to the Deputy Director, at least 60 days in advance of any proposed system ownership transfer. The written request must include a written agreement between the existing Enrollee and the new Enrollee containing: Acknowledgement that the transfer of ownership is solely of an existing system with an existing waste discharge identification (WDID) number; The specific ownership transfer date in which the responsibility and regulatory coverage transfer between the existing Enrollee and the new Enrollee becomes effective; and Acknowledgement that the existing Enrollee is liable for violations occurring up to the ownership transfer date and that the new Enrollee is liable for violations occurring on and after the ownership transfer date. The Deputy Director will consider approval of the written request. If approved, the Deputy Director will issue a Notice of Applicability letter which serves as an approved transfer of regulatory coverage to the new Enrollee. 3. FINDINGS 3.1. Legal Authorities 3.1.1.Federal and State Regulatory Authority The objective of the Clean Water Act is to restore and maintain the chemical, physical, and biological integrity of the waters of the United States (33 U.S.C. 1251). The Water Code authorizes the State Water Board to implement the Clean Water Act in the State and to protect the quality of all waters of the State (Water Code sections 13000 and 13160). 3.1.2.Discharge of Sewage A discharge of untreated or partially treated sewage is a discharge of waste as defined in Water Code section 13050(d) that could affect the quality of waters of the State and is subject to regulation by waste discharge requirements issued pursuant to Water Code section 13263 and Chapter 9, Division 3, Title 23 of the California Code of Regulations. A discharge of sewage may pollute and alter the quality of the waters of the State to a degree that unreasonably affects the beneficial uses of the receiving water body or facilities that serve those beneficial uses (Water Code section 13050(l)(1)). ORDER 2022-0103-DWQ December 6, 2022 7 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 3.1.3 Water Boards Authority to Require Technical Reports, Monitoring, and Reporting Water Code sections 13267 and 13383 authorize the Regional Water Boards and the State Water Board to establish monitoring, inspection, entry, reporting, and recordkeeping requirements. Water Code section 13267(b), authorizes the Regional Water Bperson who has discharged, discharges, or is suspected of having discharged or discharging, or who proposes to discharge waste within its having discharged or discharging, or who proposes to discharge, waste outside of its region that could affect the quality of water within its region shall furnish, under penalty of perjury, technical or monitoring reports which the requiring those reports, the regional board shall provide the person with a written explanation with regard to the need for the reports and shall identify the evidence that Water Code section 13267(f) authorizes the State Water Board to require this information if it consults with the Regional Water Boards and determines that it will not duplicate the efforts of the Regional Water Boards. The State Water Board has consulted with the Regional Water Boards and made this determination. The technical and monitoring reports required by this General Order and Attachment E (Notification, Monitoring, Reporting and Recordkeeping Requirements) are necessary to evaluate and ensure compliance with this General Order. The effort to develop required technical reports will vary depending on the system size and complexity and the needs of the specific technical report. The burden and cost of these reports are reasonable and consistent with the interest of the state in protecting water quality, which is the primary purpose of requiring the reports. ing, discharges, or proposes to discharge, to navigable waters, any person who introduces pollutants into a publicly owned treatment works, any person who owns or operates, or proposes to own or operate, a publicly owned treatment works or other treatment works treating domestic sewage, or any person who uses or disposes, or proposes to use or regional boards may require any person subject to this section to establish and maintain monitoring equipment or methods, including, where appropriate, biological monitoring methods, sample effluent as prescribed, and provide other information as may be re Reporting of spills from privately owned sewer laterals and systems pursuant to section 5.15 (Voluntary Reporting of Spills from Privately-Owned Sewer Laterals and/or Private Sanitary Sewer Systems) of this General Order is authorized by Water Code section 13225(c) and encouraged by the State Water Board, wherein a local agency may investigate and report on any technical factors involved in water quality control provided the burden including costs of such reports bears a reasonable relationship to the need for the report and the benefits to be obtained therefrom. The burden of reporting private spills under section 5.15 (Voluntary Reporting of Spills from Privately-Owned Sewer Laterals and/or Private Sanitary Sewer Systems) is minimal and is outweighed by the benefit of providing Regional Water Boards an opportunity to respond to these spills ORDER 2022-0103-DWQ December 6, 2022 8 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER when an Enrollee, which in many cases has a contractual relationship with the owner of the private system, has knowledge of the spills. 3.1.4.Water Board Authority to Prescribe General Waste Discharge Requirements Water Code section 13263(i) provides that the State Water Board may prescribe general waste discharge requirements for a category of discharges if the State Water Board finds or determines that: The discharges are produced by the same or similar operations; The discharges involve the same or similar types of waste; The discharges require the same or similar treatment standards; and The discharges are more appropriately regulated under general waste discharge requirements than individual waste discharge requirements. Since 2006, the State Water Board has been regulating over 1,100 publicly owned sanitary sewer systems (See section 3.1.5 (Previous Statewide General Waste Discharge Requirements) of this General Order). California also has a large unknown number of unregulated privately owned sanitary sewer systems. All waste conveyed in publicly owned and privately owned sanitary sewer systems (as defined in this General Order) is comprised of untreated or partially treated domestic waste and/or industrial waste. Generally, sanitary sewer systems are designed and operated to convey waste by gravity or under pressure; system-specific design elements and system-specific operations do not change the common nature of the waste, the common threat to public health, or the common impacts on water quality. Spills of waste from a sanitary sewer system prior to reaching the ultimate downstream treatment facility are unauthorized and enforceable by the State Water Board and/or a Regional Water Board. Therefore, spills from sanitary sewer systems are more appropriately regulated under general waste discharge requirements. As specified in Water Code sections 13263(a) and 13241, the implementation of requirements set forth in this Order is for the reasonable protection of past, present, and probable future beneficial uses of water and the prevention of nuisance. The requirements implement the water quality control plans (Basin Plans) for each Regional Water Board and take into account the environmental characteristics of sewer service areas and hydrographic units within the state. Additionally, the State Water Board has considered water quality conditions that could reasonably be achieved through the coordinated control of all factors that affect water quality, costs associated with compliance with these requirements, the need for developing housing within California, and the need to protect sources of drinking water and other water supplies. 3.1.5.Previous Statewide General Waste Discharge Requirements On May 2, 2006, the State Water Board adopted Order 2006-0003-DWQ serving as Waste Discharge Requirements pursuant to Article 4, Chapter 4, Division 7 of the Water Code (commencing with section 13260) for inadvertent discharges to waters of the State. Order 2006-0003-DWQ prohibited discharges of untreated or partially treated sewage. Order 2006-0003-DWQ also required system-specific management, operation, and maintenance of publicly owned sewer systems greater than one mile in length. ORDER 2022-0103-DWQ December 6, 2022 9 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER To decrease the impacts on human health and the environment caused by sewage spills, the previous Order required enrollees to develop a rehabilitation and replacement plan thatidentifiessystem deficiencies and prioritizes short-term and long-term rehabilitation actions. The previous Order also required enrollees to: 1.Maintain information that can be used to establish and prioritize appropriate Sewer System Management Plan activities; and 2. Implement a proactive approach to reduce spills. The previous Order required Sewer System Management Plan elements for the proper and efficient management, operation, and maintenance of sanitary sewer systems, while taking into consideration risk management. On July 30, 2013, the State Water Board amended General Order 2006-0003-DWQ with Order WQ 2013-0058-EXEC, Amending Monitoring and Reporting Program for Statewide General Waste Discharge Requirements for Sanitary Sewer Systems. Many enrollees of Order 2006-0003-DWQ have already implemented proactive measures to reduce sewage spills. Other enrollees, however, still need technical assistance and funding to improve sanitary sewer system operation and maintenance for the reduction of sewage spills. 3.1.6.Existing Memorandum of Agreement with California Water Environment Association The California Water Environment Association is a nonprofit organization dedicated to providing water industry certifications, training, and networking opportunities. The Association Technical Certification Program provides accredited sanitary sewer system operator certification for collection system operators and maintenance workers. On February 10, 2016, the State Water Board entered into a collaborative agreement with the Association titled Memorandum of Agreement Between the California State Water Resources Control Board and the California Water Environment Association - Training Regarding Requirements Set Forth in Statewide General Waste Discharge Requirements for Sanitary Sewer Systems. The Memorandum sets forth collaborative training necessary for regulated sanitary sewer system personnel to operate and maintain a well operating system and ensure full compliance with statewide sewer system regulations. On March 15, 2018, the State Water Board and the California Water Environment Association amended the existing Memorandum of Agreement to include collaborative outreach and expand training needs associated with further updates to Water Board regulations for sanitary sewer systems. The State Water Board encourages further Agreement updates as necessary to support improved sewer system operations and the professionalism of collection system operators. ORDER 2022-0103-DWQ December 6, 2022 10 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 3.2. General 3.2.1.Waters of the State Waters of the Stateincludeany surface water or groundwater, including saline waters, within the boundaries of the state as defined in Water Code section 13050(e), and are inclusive of waters of the United States. 3.2.2.Sanitary Sewer System Spill Threats to Public Health and Beneficial Uses Sewage contains high levels of suspended solids, pathogenic organisms, toxic pollutants, nutrients, oxygen-demanding organic compounds, oil and grease and other pollutants. Sewage spills may cause a public nuisance, particularly when sewage is discharged to areas with high public exposure such as streets and surface waters used for drinking, irrigation, fishing, recreation, or other public consumption or contact uses. More specifically, sanitary sewer spills may: Adversely affect aquatic life and/or threaten water quality when reaching receiving waters; Inadvertently release trash, including plastics; Impair the recreational use and aesthetic enjoyment of surface waters by polluting surface water or groundwater; Threaten public health through direct public exposure to bacteria, viruses, intestinal parasites, and other microorganisms that can cause serious illness such as gastroenteritis, hepatitis, cryptosporidiosis, and giardiasis; Negatively impact ecological receptors and biota within surface waters; and Cause nuisance including odors, closure of beaches and recreational areas, and property damage. Sanitary sewer system spills may pollute receiving waters and threaten beneficial uses of surface water and groundwater. Potentially threatened beneficial uses include, but are not limited to the following (with associated acronym representations as included in statewide water quality control plans and Regional Water Boards Basin Plans): Municipal and Domestic Supply (MUN) Water Contact Recreation (REC-1) and Non-Contact Water Recreation (REC-2) Cold Freshwater Habitat (COLD) Warm Freshwater Habitat (WARM) Native American Culture (CUL) Wildlife Habitat (WILD) Rare, Threatened, or Endangered Species (RARE) Spawning, Reproduction, and/or Early Development (SPWN) Wetland Habitat (WET) Agricultural Supply (AGR) Estuarine Habitat (EST) ORDER 2022-0103-DWQ December 6, 2022 11 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER Commercial and Sport Fishing (COMM) Subsistence Fishing (SUB) Tribal Tradition and Culture (CUL) Tribal Subsistence Fishing (T-SUB) Aquaculture (AQUA) Marine Habitat (MAR) Preservation of Biological Habitats of Special Significance (BIOL) Migration of Aquatic Organisms (MIGR) Shellfish Harvesting (SHELL) Industrial Process Supply (PROC) Industrial Service Supply (IND) Hydropower Generation (POW) Navigation (NAV) Flood Peak Attenuation/Flood Water Storage (FLD) Water Quality Enhancement (WQE) Fresh Water Replenishment (FRSH) Groundwater Recharge (GWR) Inland Saline Water Habitat (SAL) 3.2.3.Proactive Sanitary Sewer System Management to Eliminate Spill Causes Finding 3 of the previous Order, 2006-0003-DWQ, states: Sanitary sewer systems experience periodic failures resulting in discharges that may affect waters of the state. There are many factors (including factors related to geology, design, construction methods and materials, age of the system, population growth, and system operation and maintenance), which affect the likelihood of an SSO \[sanitary sewer overflow\]. A proactive approach that requires Enrollees to ensure a system-wide operation, maintenance, and management plan is in place will reduce the number and frequency of SSOs within the state. This approach will in turn decrease the risk to human health and the environment caused by SSOs. Many spills are preventable through proactive attention on sanitary sewer system management using the best practices and technologies available to address major causes of spills, including but not limited to: Blockages from sources including but not limited to: o Fats, oils and grease; o Tree roots; o Rags, wipes and other paper, cloth and plastic products; and o Sediment and debris. Sewer system damage and exceedance of sewer system hydraulic capacity from identified system-specific environmental, and climate-change impacts, including but not limited to: ORDER 2022-0103-DWQ December 6, 2022 12 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER o Sea level rise impacts including flooding, coastal erosion, seawater intrusion, tidal inundation and submerged lands; o Increased surface water flows due to higher intensity rain events; o Flooding; o Wildfires and wildfire induced impacts; o Earthquake induced damage; o Landslides; and o Subsidence. Infrastructure deficiencies and failures, including but not limited to: o Pump station mechanical failures; o System age; o Construction material failures; o Manhole cover failures; o Structural failures; and o Lack of proper operation and maintenance. Insufficient system capacity (temporary or sustained), due to factors including but not limited to: o Excessive and/or increased storm or groundwater inflow/infiltration; o Insufficient capacity due to population increase and/or new connections from industrial, commercial and other system users; and o Stormwater capture projects utilizing a sanitary sewer system to convey stormwater to treatment facilities for reuse. Community impacts, including but not limited to: o Power outages; o Vandalism; and o Contractor-caused or other third party-caused damages. 3.2.4.Underground Sanitary Sewer System Leakage Portions of some sanitary sewer systems may leak, causing underground exfiltration (exiting) of sewage from the system. Exfiltrated sewage that remains in the underground infrastructure trench and/or the soil matrix, and that does not discharge into waters of the State (surface water or groundwater) may not threaten beneficial uses. Underground exfiltrated sewage may threaten beneficial uses if discharged to waters of the State. Exfiltrated sewage that discharges to groundwater may impact beneficial uses of groundwater and pollute groundwater supply. Additionally, if in close proximity, exfiltrated sewage may enter into a compromised underground drainage conveyance system that discharges into a water of the United States, or into groundwater that is hydrologically connected to (feeds into) a water of the United States, thus potentially causing: (1) a Clean Water Act violation, (2) threat and impact to beneficial uses, and/or (3) surface water pollution. ORDER 2022-0103-DWQ December 6, 2022 13 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 3.2.5.Proactive Sanitary Sewer System Management to Reduce Inflow and Infiltration Excessive inflow (stormwater entering) and infiltration (groundwater seepage entering) to sanitary sewersystemsis preventable through proactive sewer system management using the best practices and technologies available. The efficiency of the downstream wastewater treatmentprocessesis dependenton the performance of the sanitary sewer system. When the structural integrity of a sanitary sewer system deteriorates, high volumes of inflow and infiltration can enter the sewer system. High levels of inflow and infiltration increase the hydraulic load on the downstream treatment plant, which can reduce treatment efficiency, lead to bypassing a portion of the treatment process, cause illegal discharge of partially treated effluent, or in extreme situations make biological treatment facilities inoperable (e.g., wash out the biological organisms that treat the waste). 3.3. Water Quality Control Plans, Policies and Resolutions The nine Regional Water Boards have adopted region-specific water quality control plans (commonly referred to as Basin Plans) that designate beneficial uses, establish water quality objectives, and contain implementation programs and policies to achieve those objectives. The State Water Board has adopted statewide water quality control plans, policies and resolutions establishing statewide water quality objectives, implementation programs and initiatives. 3.3.1.State Water Board Antidegradation Policy On October 28, 1968, the State Water Board adopted Resolution 68-16, titled Statement of Policy with Respect to Maintaining High Quality of Waters in California, which incorporates the federal antidegradation policy. Resolution 68-16 requires that existing water quality be maintained unless degradation is justified based on specific findings. The continued prohibition of sewage discharges from sanitary sewer systems into waters of the State aligns with Resolution 68-16. A sewage discharge from sanitary sewers to waters of the State is prohibited by this Order. Therefore, this Order does not allow degradation of waters of the State. In addition, this Order: (1) further expands the existing prohibition of sewage discharges to include waters of the State, in addition to waters of the United States as provided in previous Order 2006-0003-DWQ, and (2) enhances the ability for Water Board enforcement of violations of the established prohibitions. 3.3.2.State Water Board Sources of Drinking Water Policy On May 19,1988, the State Water Board adopted Resolution 88-63 (amended on February 1, 2006), titled Sources of Drinking Water, establishing state policy that all waters of the State, with certain exceptions, are suitable or potentially suitable for municipal or domestic supply. 3.3.3.State Water Board Cost of Compliance Resolution On September 24, 2013, the State Water Board adopted Resolution 2013-0029, titled Directing Actions in Response to Efforts by Stakeholders on Reducing Costs of ORDER 2022-0103-DWQ December 6, 2022 14 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER Compliance While Maintaining Water Quality Protection. Through this resolution, the State Water Board committed to continued stakeholder engagement in identifying and implementing measures to reduce costs of compliance with regulatory orders while maintaining water quality protection and improving regulatory program outcomes. 3.3.4.State Water Board Human Right to Water Resolution On February 16, 2016, the State Water Board adopted Resolution 2016-0010, titled Adopting the Human Right to Water as a Core Value and Directing its Implementation in Water Board Programs and Activities, addressing the human right to water as a core value and directing Water Board programs to implement requirements to support safe drinking water for all Californians. On November 16, 2021, the State Water Board adopted Resolution 2021-0050 titled Condemning Racism, Xenophobia, Bigotry, and Racial Injustice, and Strengthening Commitment to Racial Equity, Diversity, Inclusion, Access, and Anti-racism. Among other actions, through Resolution 2021-0050, the State Water Board, in summary as corresponding to this General Order, reaffirms its commitment to its Human Right to Water resolution, upholding that every human being in California deserves safe, clean, affordable, and accessible water for human consumption, cooking, and sanitation purposes. Resolution 2021-0050 provides the State Water Board commitment to: Protect public health and beneficial uses of waterbodies in all communities, including communities disproportionately burdened by wastes discharge of waste to land and surface water; Restore impaired surface waterbodies and degraded aquifers; and Promote multi-benefit water quality projects. Through Resolution 2021-0050, the State Water Board also commits to expanding implementation of its Climate Change Resolution to address the disproportionate effects of extreme hydrologic conditions and sea-level rise on Black, Indigenous, and people of color communities, prioritizing: The right to safe, clean, affordable, and accessible drinking water and sanitation; Sustainable management and protection of local groundwater resources; Healthy watersheds; and Access to surface waterbodies that support subsistence fishing. On June 7, 2022, the State Water Board adopted a Resolution, titled Authorizing the Executive Director or Designee to Enter into One or More Multi-Year Contracts Up to a Combined Sum of $4,000,000 for a Statewide Wastewater Needs Assessment, supporting the equitable access to sanitation for all Californians and implementation of Resolutions 2016-0010 and 2021-0050. This General Order supports the State Water Board priority in collecting a systems. Data reported per the requirements of this Order will be used with data from other , to further develop criteria and create a statewide risk ORDER 2022-0103-DWQ December 6, 2022 15 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER framework to prioritize critical funding and infrastructure investments most vulnerable populations, including disadvantaged or severely disadvantaged communities with inadequate or failing sanitation systems and threatened access to healthy drinking water supplies. 3.3.5.State Water Board Open Data Resolution On July 10, 2018, the State Water Board adopted Resolution 2018-0032, titled Adopting Principles of Open Data as a Core Value and Directing Programs and Activities to Implement Strategic Actions to Improve Data Accessibility and Associated Innovation, directing regulatory programs to assure all monitoring and reporting requirements support the State . 3.3.6.State Water Board Response to Climate Change On March 7, 2017, the State Water Board adopted Resolution 2017-0012, titled Comprehensive Response to Climate Change, requiring a proactive response to climate change in all California Water Board actions, with the intent to embed climate change consideration into all programs and activities. 3.4. California Environmental Quality Act The adoption of this Order is an action to reissue general waste discharge requirements that is exempt from the California Environmental Quality Act (Public Resources Code section 21000 et seq.) because it is an action taken by a regulatory agency to assure the protection of the environment and the regulatory process involves procedures for protection of the environment (Cal. Code Regs., Title 14, section 15308). In addition, the action to adopt this Order is exempt from CEQA pursuant to Cal. Code Regs., Title 14, section 15301, to the extent that it applies to existing sanitary sewer collection systems sections 15301 and 15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion of capacity. 3.5. State Water Board Funding Assistance for Compliance with Water Board Water Quality Orders The State Water Board, Division of Financial Assistance administers the implementation of the State Water Board financial assistance programs, per Board-adopted funding policies. Among other funding areas, the Division administers loan and grant funding for the planning and construction of wastewater and water recycling facilities per funding program-specific policies and guidelines. Applicants may apply for Clean Water State Revolving Fund low-interest loan, Small Community Wastewater grant funding assistance, and other funding available at the time of application, for some of the costs associated with complying with this General Order. Funding applicants may obtain further information regarding current funding opportunities, and Division of Financial Assistance staff contact information at the following website: Financial Assistance Funding - Grants and Loans | California State Water Resources Control Board. (https://www.waterboards.ca.gov/water_issues/programs/grants_loans/) ORDER 2022-0103-DWQ December 6, 2022 16 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER Section 13477.6 of the Water Code authorizes the Small Community Grant Fund. The Small Community Grant Fund allows the State Water Board to provide grant funding assistance tosmall, disadvantagedcommunities and small severely disadvantaged communities that may not otherwise be able to afford a loan or similar financing for projects to comply with requirements of this General Order.The State Water Board also considers loan forgiveness on a disadvantaged community-specific basis. places priority on the funding of projects that address: Public health; Violations of waste discharge requirements and National Pollutant Discharge Elimination System (NPDES) permits; Providing sewer system service to existing septic tank owners; and High priority public health and water quality concerns identified by a Regional Water Board. 3.6. Notification to Interested Parties On January 31, 2022, the State Water Board notified interested parties and persons of its intent to reissue Sanitary Sewer Systems General Order 2006-0003-DWQ by issuing a draft General Order for a 60-day public comment period. State Water Board staff conducted extensive stakeholder outreach and encouraged public participation in the adoption process for this General Order. On March 15, 2022, the State Water Board held a public meeting to hear and consider oral public comments. The State Water Board considered all public comments prior to adopting this General Order. THEREFORE, IT IS HEREBY ORDERED, that pursuant to Water Code sections 13263, 13267, and 13383 this General Order supersedes Order 2006-0003-DWQ, Order WQ 2013-0058-EXEC, and any amendments made to these Orders thereafter, except for enforcement purposes and to meet the provisions contained in Division 7 of the Water Code (commencing with section 13000) and regulations adopted thereunder, and the provisions of the Clean Water Act and regulations and guidelines adopted thereunder, the Enrollee shall comply with the requirements in this Order. 4. PROHIBITIONS 4.1 Discharge of Sewage from a Sanitary Sewer System Any discharge from a sanitary sewer system that has the potential to discharge to surface waters of the State is prohibited unless it is promptly cleaned up and reported as required in this General Order. 4.2. Discharge of Sewage to Waters of the State Any discharge from a sanitary sewer system, discharged directly or indirectly through a drainage conveyance system or other route, to waters of the State is prohibited. ORDER 2022-0103-DWQ December 6, 2022 17 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 4.3. Discharge of Sewage Creating a Nuisance Any discharge from a sanitary sewer system that creates a nuisance or condition of pollution as defined in Water Codesection 13050(m)is prohibited. 5. SPECIFICATIONS 5.1. Designation of a Legally Responsible Official The Enrollee shall designate a Legally Responsible Official that has authority to ensure the enrolled sanitary sewer system(s) complies with this Order, and is authorized to serve as a duly authorized representative. The Legally Responsible Official must have responsibility over management of t, and must be authorized to make managerial decisions that govern the operation of the sanitary sewer system, including having the explicit or implicit duty of making major capital improvement recommendations to ensure long-term environmental compliance. The Legally Responsible Official must have or have direct authority over individuals that: Possess a recognized degree or certificate related to operations and maintenance of sanitary sewer systems, and/or Have professional training and experience related to the management of sanitary sewer systems, demonstrated through extensive knowledge, training and experience. For example, a sewer system superintendent or manager, an operations manager, a public utilities manager or director, or a district engineer may be designated as a Legally Responsible Official. The Legally Responsible Official shall complete the electronic CIWQS form (https://ciwqs.waterboards.ca.gov/ciwqs/newUser.jsp). A Legally Responsible Official that represents multiple enrolled systems shall complete the electronic CIWQS form for each system. The Enrollee shall submit any change to its Legally Responsible Official, and/or change in contact information, to the State Water Board within 30 calendar days of the change by emailing ciwqs@waterboards.ca.gov and copying the appropriate Regional Water Board as provided in Attachment F (Regional Water Quality Control Board Contact Information) of this General Order. 5.2. Sewer System Management Plan Development and Implementation To facilitate adequate local funding and management of its sanitary sewer system(s), the Enrollee shall develop and implement an updated Sewer System Management Plan. The scale and complexity of the Sewer System Management Plan, and specific elements of the Plan, must match the size, sanitary sewer system(s). The Sewer System Management Plan must address, at minimum, the required Plan elements in Attachment D (Sewer System Management Plan Required Elements) of this General Order. To be effective, the Sewer System Management Plan must include procedures for the management, operation, and maintenance of the sanitary sewer system(s). The procedures must: (1) incorporate the ORDER 2022-0103-DWQ December 6, 2022 18 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER prioritization of system repairs and maintenance to proactively prevent spills, and (2) address the implementation of current standard industry practices through available equipment, technologies,andstrategies. For an existing Enrollee under Order 2006-0003-DWQ that has certified its Continuation of Existing Regulatory Coverage, per section 2.1(Requirements for Continuation of Existing Regulatory Coverage) of this General Order: Within six (6) months of the Adoption Date of this General Order: The Legally Responsible Official shall upload Sewer System Management Plan to the online CIWQS Sanitary Sewer System Database. For a new Enrollee: Within twelve (12) months of the Application for Enrollment approval date: The governing entity of the new Enrollee shall approve its Sewer System Management Plan; and The Legally Responsible Official shall certify and upload its Sewer System Management Plan to the online CIWQS Sanitary Sewer System Database. 5.3. Certification of Sewer System Management Plan and Plan Updates The Legally Responsible Official shall certify and upload its Sewer System Management Plan and all subsequent updates to the online CIWQS Sanitary Sewer System Database. 5.4. Sewer System Management Plan Audits The Enrollee shall conduct an internal audit of its Sewer System Management Plan, and implementation of its Plan, at a minimum frequency of once every three years. The audit must be conducted for the period after the end of the required audit period. Within six months after the end of the required 3-year audit period, the Legally Responsible Official shall submit an audit report into the online CIWQS Sanitary Sewer System Database per the requirements in section 3.10 (Sewer System Management Plan Audit Reporting Requirements) of Attachment E1 of this General Order. Audit reports submitted to the CIWQS Sanitary Sewer System Database will be viewable only to Water Boards staff. The internal audit shall be appropriately scaled to the size of the system(s) and the number of spills. Tmust be involved in completing the audit. At minimum, the audit must: Evaluate the implementation and effectiveness of Sewer System Management Plan in preventing spills; Evaluate the Enrollee compliance with this General Order; Identify Sewer System Management Plan deficiencies in addressing ongoing spills and discharges to waters of the State; and ORDER 2022-0103-DWQ December 6, 2022 19 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER Identify necessary modifications to the Sewer System Management Plan to correct deficiencies. The Enrollee shall submit a complete audit report that includes: Audit findings and recommended corrective actions; A statement that sewer system operators input on the audit findings has been considered; and A proposed schedule for the Enrollee to address the identified deficiencies. A new Enrollee of this General Order (that did not have a sanitary sewer system enrolled in the previous State Water Board Order 2006-0003-DWQ) shall conduct its first internal Sewer System Management Plan audit for the time period between the date of submittal of its certified Sewer System Management Plan and the third st subsequent December 31 date. The audit report must be submitted into the online CIWQS Sanitary Sewer System Database by July 1 of the following calendar year. See the following tables for clarification: Initial Audit Period and Audit Due Date for New Enrollees Audit Period Audit Due Date Certified Sewer System Management st Plan Submittal Date July 1 date after New Enrollee through audit period st the third subsequent December 31 date Certified Sewer System Management Plan Submittal Date of August 2, 2025 Example July 1, 2028 Audit Period of August 2, 2025 through December 31, 2027 ORDER 2022-0103-DWQ December 6, 2022 20 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER Initial Audit Period for Transition from 2-Year Audit Required in Previous Order 2006-0003-DWQ to 3-Year Audit Required in this General Order Audit Period Audit Due Date An Enrollee Within six months previously A 3-year period starting from the end of after end of 3-year regulated by Order last required 2-year Audit Period Audit Period 2006-003-DWQ Last required Audit Period start date of August 2, 2021; Example February 1, 2025 Audit Period of August 2, 2021 through August 1, 2024 Three-Year Ongoing Audit Period Audit Period Audit Due Date Within six months A 3-year period starting from the end of Each Enrollee after end of 3-year last required Audit Period Audit Period 5.5. Six-Year Sewer System Management Plan Update At a minimum, the Enrollee shall update its Sewer System Management Plan every six (6) years after the date of its last Plan Update due date. (For an Enrollee previously regulated by Order 2006-0003-DWQ, the six-year period shall commence on the due date identified in section 3.11 of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this Order. The Updated Sewer System Management Plan must include: Elements required in Attachment D (Sewer System Management Plan Required Elements) of this Order; Summary of revisions included in the Plan update based on internal audit findings; and Other sewer system management-related changes. The s governing entity shall approve the updated Plan. The Legally Responsible Official shall upload and certify the approved updated Plan in the online CIWQS Sanitary Sewer System Database in accordance with section 3.11 (Sewer System Management Plan Reporting Requirements) of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this General Order. During the time period in between Plan updates, the Enrollee shall continuously document changes to its Sewer System Management Plan in a change log attached to the Plan. ORDER 2022-0103-DWQ December 6, 2022 21 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 5.6. System Resilience The Enrollee shall include and implement system-specific procedures in its Sewer System Management Plantoproactivelyprioritize: (1)operation and maintenance, (2) condition assessments, and (3) repair and rehabilitation, to address ongoing system resilience, as specified in Attachment D(Sewer System Management Plan Required Elements) of this General Order. 5.7. Allocation of Resources The Enrollee shall: Establish and maintain a means to manage all necessary revenues and expenditures related to the sanitary sewer system; and Allocate the necessary resources to its sewer system management program for: o Compliance with this General Order, o Full implementation of its updated Sewer System Management Plan, o System operation, maintenance, and repair, and o Spill responses. 5.8. Designation of Data Submitters The Legally Responsible Official may designate one or more individuals as a Data Submitter for reporting of spill data. The Legally Responsible Official shall authorize the designation of Data Submitter(s) through the online CIWQS database (https://ciwqs.waterboards.ca.gov) prior to the individuals establishing a CIWQS user account (https://ciwqs.waterboards.ca.gov/ciwqs/newUser.jsp) and entering spill data into the online CIWQS Sanitary Sewer System Database. The Legally Responsible Official shall submit any change to its Data Submitter(s), and/or change in Data Submitter contact information, to the State Water Board within 30 calendar days of the change, by emailing ciwqs@waterboards.ca.gov and copying the appropriate Regional Water Board as provided in Attachment F (Regional Water Quality Control Board Contact Information) of this General Order. 5.9. Reporting Certification The Legally Responsible Official shall electronically certify, on the behalf, all applications, reports, the Sewer System Management Plan(s) and corresponding updates, and other information submitted electronically into the online CIWQS Sanitary Sewer System Database, as follows: perjury under the laws of the State of California that the electronically submitted information was prepared under my direction or supervision. Based on my inquiry of the person(s) directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete, and complies with the Statewide Sanitary Sewer Systems General Order. ORDER 2022-0103-DWQ December 6, 2022 22 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER Hardcopy submittals to the State Water Board must be accompanied by the above certification statement. 5.10.System Capacity The Enrollee shall maintain the system capacity necessary to convey: (1) base flows during dry weather conditions, and (2) wet weather peak flows consistent with designated local historic storms. Design storms must take into account system-specific stormwater contributions via inflow and infiltration, and location-specific depth of groundwater and storm frequencies. The Enrollee shall implement capital improvements to provide adequate hydraulic capacity to: Meet or and Capacity Assurance element of its Sewer System Management Plan; and Prevent system capacity-related spills, and adverse impacts to the treatment efficiency of downstream wastewater treatment facilities. 5.11. System Performance Analysis The Enrollee shall include a running 10-year system performance analysis in its Annual Report. The analysis must include two CIWQS-generated graphs presenting the following information: Graph 1 Total Spill Volume per Year: X axis: A 10-year period which includes the current calendar year and the nine previous calendar years; Y axis: The total spill volume, per Spill Category, for each calendar year. Graph 2 Total Number of Spills per Year: X axis: A 10-year period which includes the current calendar year and the nine previous calendar years; Y axis: The total number of spills, per Spill Category, for each calendar year. The current calendar year is the calendar year covered in the Annual Report. The Enrollee shall generate the graphs in CIWQS, using the existing data in the online CIWQS Sanitary Sewer System Database at the following graph generation link: (https://ciwqs.waterboards.ca.gov/ciwqs/readOnly/PublicReportSSOServlet?reportActio n=criteria&reportId=sso_operation_report). 5.12. Spill Emergency Response Plan and Remedial Actions For Existing Enrollees (with regulatory coverage under Order 2006-0003-DWQ): Within six (6) months of the Adoption Date of this General Order, the Enrollee shall update and implement its Spill Emergency Response Plan, per Attachment D, section 6 (Spill Emergency Response Plan) of this General Order. ORDER 2022-0103-DWQ December 6, 2022 23 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER For New Enrollees: Within six (6) months of the Application for Enrollment approval date, the Enrollee shall develop and implement a Spill Emergency Response Plan,per Attachment D, section 6 (Spill Emergency Response Plan) of this General Order. The Enrollee shall certify, in its Annual Report, that its Spill Emergency Response Plan is up to date. The Spill Emergency Response Plan shall include measures to protect public health and the environment. The Enrollee shall respond to spills from its system(s) in a timely manner that minimizes water quality impacts and nuisance by: Immediately stopping the spill and preventing/minimizing a discharge to waters of the State; Intercepting sewage flows to prevent/minimize spill volume discharged into waters of the State; Thoroughly recovering, cleaning up and disposing of sewage and wash down water; and Cleaning publicly accessible areas while preventing toxic discharges to waters of the State. 5.13. Notification, Monitoring, Reporting and Recordkeeping Requirements The Enrollee shall comply with notification, monitoring, reporting, and recordkeeping requirements in Attachment E1 of this General Order. 5.13.1.Spill Categories Individual spill notification, monitoring and reporting must be in accordance with the following spill categories: Category 1 Spill A Category 1 spill is a spill of any volume of sewage from or caused by a sanitary sewer system regulated under this General Order that results in a discharge to: o A surface water, including a surface water body that contains no flow or volume of water; or o A drainage conveyance system that discharges to surface waters when the sewage is not fully captured and returned to the sanitary sewer system or disposed of properly. Any spill volume not recovered from a drainage conveyance system is considered a discharge to surface water, unless the drainage conveyance system discharges to a dedicated stormwater infiltration basin or facility. ORDER 2022-0103-DWQ December 6, 2022 24 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER A spill from an Enrollee-owned and/or operated lateral that discharges to a surface water is a Category 1 spill; the Enrollee shall report all Category 1 spills per section 3.1 of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this General Order. Category 2 Spill A Category 2 spill is a spill of 1,000 gallons or greater, from or caused by a sanitary sewer system regulated under this General Order that does not discharge to a surface water. A spill of 1,000 gallons or greater that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system, is a Category 2 spill. Category 3 Spill A Category 3 spill is a spill of equal to or greater than 50 gallons and less than 1,000 gallons, from or caused by a sanitary sewer system regulated under this General Order that does not discharge to a surface water. A spill of equal to or greater than 50 gallons and less than 1,000 gallons, that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system is a Category 3 spill. Category 4 Spill A Category 4 spill is a spill of less than 50 gallons, from or caused by a sanitary sewer system regulated under this General Order that does not discharge to a surface water. A spill of less than 50 gallons that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system is a Category 4 spill. 5.13.2.Annual Report The Enrollee shall submit an Annual Report (previously termed as Collection System Questionnaire in Order 2006-0003-DWQ) as specified in section 3.9 (Annual Report)of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this General Order. For new Enrollees: Within 30 days of obtaining a CIWQS account, a new Enrollee shall submit its initial Annual Report, as specified in section 3.9 (Annual Report) of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this General Order. ORDER 2022-0103-DWQ December 6, 2022 25 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 5.14. Electronic Sanitary Sewer System Service Area Boundary Map For continuing enrollees, starting on July 1, 2025, and no later than December 31, 2025: For new enrollees no earlier than July 1, 2025, or within 12 months of the Application for Enrollment approval date, whichever date is later: The Legally Responsible Official shall submit, to the State Water Board, geospatial data service area boundary, per the required content and specifications in section 3.8 (Electronic Sanitary Sewer System Service Area Boundary Map) of Attachment E1 of this General Order, for each system identified by a WDID number. An Enrollee of a disadvantaged community that may need assistance developing an electronic map to comply with this requirement, may contact State Water Board staff for assistance at SanitarySewer@waterboards.ca.gov. 5.15. Voluntary Reporting of Spills from Privately-Owned Sewer Laterals and/or Private Sanitary Sewer Systems Within 24 hours of becoming aware of a spill (as described below) from a private sewer lateral or private sanitary sewer system that is not owned/operated by the Enrollee, the Enrollee is encouraged to report the following observations to the online CIWQS Sanitary Sewer System Database at the following link: https://ciwqs.waterboards.ca.gov: A spill equal or greater than 1,000 gallons that discharges (or has a potential to discharge) to a water of the State, or a drainage conveyance system that discharges to waters of the State; or Any volume of sewage that discharges (or has a potential to discharge) to surface waters. In the CIWQS module, the Enrollee is encouraged to identify: Time of observation; Description of general spill location (for example, street name and cross street names); Estimated volume of spill; If known, general description of spill destination (for example, flowing into drainage channel, flowing directly into a creek, etc.); and If known, name of private system owner/operator. The CIWQS database will make the name and contact information of the entity voluntarily reporting a private spill, accessible to State and Regional Water Board staff only. The CIWQS database will only make information regarding the actual spill, accessible to the public. ORDER 2022-0103-DWQ December 6, 2022 26 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 5.16. Voluntary Notification of Spills from Privately-Owned Laterals and/or Systems to the California Office of Emergency Services Upon observing or acquiring knowledge of any of the followingfrom a privatesewer lateral or private sanitary sewer system that is not owned/operated by the Enrollee, the Enrolleeis encouraged to notifythe California Office of Emergency Services(as provided by Health and Safety Code section 5410 et. seq. and Water Code section 13271), or inform the responsible party that State law requires such notification to the Office of Emergency Services by any person that causes or allows a sewage discharge to waters of the State: A spill equal to 1,000 gallons or more that discharges (or has a potential to discharge) to waters of the State, or a drainage conveyance system that discharges to waters of the State; or A spill of any volume to surface waters. 5.17. Unintended Failure to Report If an Enrollee becomes aware that they unintentionally failed to submit relevant facts in any report required in this General Order, the Enrollee shall promptly notify Regional Water Board and State Water Board staff. Regional Water Board contact information is included in Attachment F of this Order. State Water Board staff shall be contacted by email at SanitarySewer@waterboards.ca.gov for assistance in formally amending the corresponding report(s) in the online CIWQS Sanitary Sewer System Database. 5.18. Duty to Report to Water Boards In accordance with Water Code section 13267 and/or section 13383, upon request by the State Water Board Executive Director (or designee) or a Regional Water Board Executive Officer (or designee), the Enrollee shall provide the requested information which the State or Regional Water Board deems necessary to determine compliance with this General Order. 5.19. Operation and Maintenance To prevent discharges to the environment, the Enrollee shall maintain in good working order, and operate as designed, any facility or treatment and control system designed to contain sewage and convey it to a treatment plant. 6. PROVISIONS 6.1. Enforcement Provisions The following enforcement provisions are based on existing federal and state regulations, laws and policies, including the federal Clean Water Act, the state Water Code and the State Water Board Enforcement Policy. 6.1.1.Enforceability of Clean Water Act and Water Code Violations Noncompliance with requirements of this General Order or discharging sewage without enrolling in this General Order constitutes a violation of the Water Code and a potential ORDER 2022-0103-DWQ December 6, 2022 27 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER violation of the Clean Water Act and is grounds for an enforcement action by the State Water Board or the applicable Regional Water Board. Failure to comply with the notification, monitoring, inspection, entry, reporting, and recordkeeping requirements may subject the Enrollee to administrative civil liabilities of up to $10,000 a day per violation pursuant to Water Code section 13385; up to $1,000 a day per violation pursuant to Water Code section 13268; or referral to the Attorney General for judicial civil enforcement. Discharging waste not in compliance with the requirements of this General Order or the Clean Water Act may subject the Enrollee to administrative civil liabilities up to $10,000 a day per violation and additional liability up to $10 per gallon of discharge not cleaned up after the first 1,000 gallons of discharge; up to $5,000 a day per violation pursuant to Water Code section 13350 or up to $20 per gallon of waste discharged; or referral to the Attorney General for judicial civil enforcement. 6.1.2.Monetary Penalties The Water Code provides the State and Regional Water Boards the authority to pursue formal enforcement actions, including imposing administrative liability and civil monetary penalties, for non-compliance with the requirements of this General Order and violations of the Clean Water Act. 6.1.3.Falsifying or Failure to Report The Water Code provides that any person failing or refusing to furnish technical or monitoring program reports, as required under this General Order, or falsifying any information provided in the technical or monitoring reports is subject to administrative liability and civil monetary penalties. Any person who knowingly fails or refuses to furnish technical or monitoring program reports or falsifies any information provided in reports required by this General Order is subject to criminal penalties. 6.1.4.Severability of General Order The provisions of this General Order are severable; if any provision of this Order, or the application of any provision of this Order to any circumstance, is held invalid, the application of such provision to other circumstances and the remainder of this Order shall not be affected thereby. 6.1.5.Indirect Discharges In the event that a spill enters into a drainage conveyance system, the Enrollee shall take all feasible steps to prevent discharge of sewage into waters of the State by blocking or redirecting the flow in the drainage conveyance system, removing the sewage from the drainage conveyance system, and cleaning the system in a manner that does not inadvertently impact beneficial uses of the receiving water body. 6.1.6.Water BoardsConsiderations for Discretionary Enforcement Consistent with the State Water Board Enforcement Policy, when considering Water Code section 13327 factors, the State Water Board or a Regional Water Board may efforts to contain, control, clean up, and mitigate spills. In assessing the factors, the State Water Board or the applicable Regional Water Board will consider: ORDER 2022-0103-DWQ December 6, 2022 28 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER The compliance with this General Order with a focus on compliance with reporting requirements; The provision of adequate funding to implement the requirements of this General Order; The compliance with providing a complete and updated Sewer System Management Plan; h implementing its Sewer System Management Plan; The overall effectiveness of the Enrollee Sewer System Management Plan with respect to: o System management, operation, and maintenance, o Adequate treatment facilities, sanitary sewer system facilities, and/or components with an appropriate design capacity, to reasonably prevent spills (e.g. adequately enlarging treatment or collection facilities to accommodate growth, infiltration and inflow, etc.), o Preventive maintenance (including cleaning, root grinding, and fats, oils, and grease control) and source control measures, o Implementation of backup equipment, o Inflow and infiltration prevention and control, o Appropriate sanitary sewer system capacity to prevent spills, and o The responsiveness to stop and mitigate the impact of the discharge; The compliance with identifying the cause of the spill; The use of available information and observations to accurately estimate the spill volume and identify the affected or potentially affected receiving waters; The thoroughness of cleaning up sewage in drainage conveyance systems after the spill(s); The use of water quality and biological monitoring and assessment to determine the short-term and long-term impacts to beneficial uses and the environment; The follow up actions to improve system performance; implementation of feasible alternatives to prevent spills, such as: o Use of temporary storage or waste retention, o Reduction of system inflow and infiltration, o Collection and hauling of waste to a treatment facility, o Prevention of and/ or containment of spills due to a design storm event identified in the Sewer System Management Plan, ORDER 2022-0103-DWQ December 6, 2022 29 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER o Implementation of available equipment, technologies, strategies, and recommended industry practices for maintaining and managing sewer systems to preventspills, and containandeliminatedischargesto waters of the State;and The spill duration and factors beyond the reasonable control of the Enrollee causing the event. 6.1.7.Enforcement Discretion Based on Reporting Compliance Consistent with the State Water Board Enforcement Policy, the State Water Board or a Regional Water Board may consider the efforts to comply with spill reporting requirements when determining compliance with Water Code section 13267 and section 13383. When assessing Water Code section 13227 factors, the State Water Board or the applicable Regional Water Board will consider: in this General Order; The use of best available information for the reporting of spill start date and start time in which the release of sewage from the sanitary sewer system initiated; The reporting of spill end date, and end time to be the date and time in which the release of sewage from the sanitary sewer system was stopped; The diligence to accurately estimate and report spill volumes; The subsequent verification and/or updates to initial Draft Spill Reports in accordance with this General Order; and The timely certification of required spill reports. Consistent with Water Code section 13267 and section 13383, the State Water Board or a Regional Water Board may require an Enrollee to report the results of a condition assessment of a specified portion 6.2. Other Regional Water Board Orders It is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with federal and state regulations. This Order will not be interpreted or applied: In a manner inconsistent with the federal Clean Water Act; To authorize a spill or discharge that is illegal under either the Clean Water Act, the Water Code, and/or an applicable Basin Plan prohibition or water quality standard; To prohibit a Regional Water Board from issuing an individual National Pollutant Discharge Elimination System (NPDES) permit or individual waste discharge requirements superseding an regulatory coverage under this General Order for a sanitary sewer system authorized under the Clean Water Act or Water Code; ORDER 2022-0103-DWQ December 6, 2022 30 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER To supersede any more specific or more stringent waste discharge requirements or enforcement orders issued by a Regional Water Board; or To supersede any more specific or more stringent state or federal requirements in existing regulation, an administrative/judicial order, or Consent Decree. 6.3. Sewer System Management Plan Availability The updated Sewer System Management Plan must be maintained for public inspection at the offices and facilities and must be available to the public through CIWQS and/or website, in accordance with section 3.8 (Sewer System Management Plan Reporting Requirements) of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this General Order. 6.4. Entry and Inspection 6.4.1.Entry and Availability of Information The Enrollee shall allow State and Regional Water Board staff, upon presentation of credentials and other documents as may be required by law, to: Enter upon the premises where a regulated facility or activity is located or conducted, or where records are kept under the requirements of this General Order; Have access to and reproduce any records required to be maintained by this General Order; Inspect any facility and/or equipment (including monitoring and control equipment), practices, or operations required in this General Order; and Sample or monitor substances or parameters for assuring compliance with this General Order, or as otherwise authorized by the Water Code. 6.4.2.Pre-Inspection Questionnaire The Enrollee shall provide pre-inspection information to State and Regional Water Board staff through the completion of a Pre-Inspection Questionnaire provided by Water Board staff. ORDER 2022-0103-DWQ December 6, 2022 31 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT A -DEFINITIONS Annual Report An Annual Report(previously termed as Collection SystemQuestionnaire in Order 2006-0003-DWQ)isamandatoryreportin which theEnrolleeprovidesacalendar-year update ofitsefforts to preventspills. Basin Plan ABasin Planisa water quality control plan specific to a Regional Water Quality Control Board (Regional Water Board),thatserves asregulations to:(1)define and designate beneficial uses ofsurface and groundwaters, (2)establish water quality objectivesfor protection ofbeneficial uses, and (3) provide implementation measures. Beneficial Uses Beneficial UsesisaWater Codeterm,defined as theuses ofthe waters of the Statethat may beprotected againstwater quality degradation.Examples ofbeneficial uses include butare not limited to,municipal,domestic,agriculturaland industrial supply;power generation;recreation;aesthetic enjoyment; navigation; and preservation and enhancement of fish, wildlife, and other aquatic resources or preserves. California Integrated Water Quality System (CIWQS) CIWQSis the statewide database that provides for mandatoryelectronic reporting as required inState and Regional Water Board-issued waste discharge requirements. Data Submitter AData Submitterisan individual designated and authorized by the EnrolleeLegally Responsible Officialto enterspilldata into the online CIWQSSanitary Sewer System Database.AData Submitterdoes not have the authority of a Legally Responsible Officialto certify reporting entered into the online CIWQSSanitary Sewer System Database. DisadvantagedCommunity Adisadvantagedcommunityis a community with a median household income of less than eighty percent (80%) of the statewide annual median household income. For the purpose of this General Order, there is no differentiation between a small and large disadvantaged community. Drainage ConveyanceSystem Adrainage conveyance systemis a publicly-or privately-ownedseparate storm sewersystem, includingbut not limited todrainage canals,channels,pipelines,pump stations,detention basins, infiltrationbasins/facilities,orother facilitiesconstructed to transport stormwaterand non-stormwater flows. ATTACHMENT A DEFINITIONS December 6,2022 A-1 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ Enrollee An Enrollee is a public, private, or other non-governmental entity that has obtained approval for regulatory coverage under this General Order, including: A state agency, municipality, special district, or other public entity that owns and/or operates one or more sanitary sewer systems: greater than one (1) mile in length (each individual sanitary sewer system); one mile or less in length where the State Water Resources Control Board or a Regional Water Quality Control Board requires regulatory coverage under this Order, or A federal agency, private company, or other non-governmental entity that owns and/or operates a sanitary sewer system of any size where the State Water Resources Control Board or a Regional Water Quality Control Board requires regulatory coverage under this Order in response to a history of spills, proximity to surface water, or other factors supporting regulatory coverage. Environmentally Sensitive Area An environmentally sensitive area is a designated agricultural and/or wildlife area identified to need special natural landscape protection due to its wildlife or historical value. Exfiltration Exfiltration is the underground exiting of sewage from a sanitary sewer system through cracks, offset or separated joints, or failed infrastructure due to corrosion or other factors. Flood Control Channel A flood control channel is a channel used to convey stormwater and non-stormwater flows through and from areas for flood management purposes. Governing Entity A governing entity includes but is not limited to the following: A publicly elected governing board, council, or commission of a municipal agency; A Department or Division director of a federal or state agency that is not governed by a board; A governing board or commission of an organization or association; and A private system owner/manager that is not governed by a board. Hydrologically Connected Two waterbodies are hydrologically connected when one waterbody flows, or has the potential to flow, into the other waterbody. For the purpose of this General Order, groundwater is hydrologically connected to a surface water when the groundwater feeds into the surface water. (The surface waterbody in this example is termed a gaining stream as it gains flow from surrounding groundwater.) ATTACHMENT A DEFINITIONS December 6, 2022 A - 2 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ Lateral (includingLower and UpperLateral) A lateral is an underground segment of smaller diameter pipe that transports sewage from a building or property (residential, commercial,or industrial)to the Enrolleemain sewer line in a street or easement. Upper and lower lateral boundary definitions are subject to local jurisdictional codes and ordinances, or private system ownership. A lower lateral is the portion of the lateral located between the sanitary sewer system main, and either the property line, sewer clean out, curb line, established utility easement boundary, or other jurisdictional locations. An upper lateral is the portion of the lateral from the property line, sewer clean out, curb line, established utility easement boundary, or other jurisdictional locations, to the building or property. Legally Responsible Official A Legally Responsible Official is an official representative, designated by the Enrollee, with authority to sign and certify submitted information and documents required by this General Order. Nuisance For the purpose of this General Order, a nuisance, as defined in Water Code section 13050(m), is anything that meets all of the following requirements: Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property; Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal; and Occurs during, or as a result of, the treatment or disposal of wastes. Private Sewer Lateral A private sewer lateral is the privately-owned lateral that transports sewage from private property(ies) into a sanitary sewer system. Private Sanitary Sewer System A private sanitary sewer system is a sanitary sewer system of any size that is owned and/or operated by a private individual, company, corporation, or organization. A private sanitary sewer system may or may not connect into a publicly owned sanitary sewer system. Potential to Discharge, Potential Discharge Potential to Discharge, or Potential Discharge, means any exiting of sewage from a sanitary sewer system which can reasonably be expected to discharge into a water of the State based on the size of the sewage spill, proximity to a drainage conveyance system, and the nature of the surrounding environment. ATTACHMENT A DEFINITIONS December 6, 2022 A - 3 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ Receiving Water A receiving water is a water of the State that receives a discharge of waste. Resilience Resilience is the ability to recover from or adjust to adversity or change, and grow from disruptions. Resilience can be built through planning, preparing for, mitigating, and adapting to changing conditions. Sanitary Sewer System A sanitary sewer system is a system that is designed to convey sewage, including but not limited to, pipes, manholes, pump stations, siphons, wet wells, diversion structures and/or other pertinent infrastructure, upstream of a wastewater treatment plant headworks, including: Laterals owned and/or operated by the Enrollee; Satellite sewer systems; and/or Temporary conveyance and storage facilities, including but not limited to temporary piping, vaults, construction trenches, wet wells, impoundments, tanks and diversion structures. For purpose of this Order, sanitary sewer systems include only systems owned and/or operated by the Enrollee. Satellite Sewer System A satellite sewer system is a portion of a sanitary sewer system owned or operated by a different owner than the owner of the downstream wastewater treatment facility ultimately treating the sewage. Sewer System Management Plan A sewer system management plan is a living document an Enrollee develops and implements to effectively manage its sanitary sewer system(s) in accordance with this General Order. Sewage Sewage, and its associated wastewater, is untreated or partially treated domestic, municipal, commercial and/or industrial waste (including sewage sludge), and any mixture of these wastes with inflow or infiltration of stormwater or groundwater, conveyed in a sanitary sewer system. Spill A spill is a discharge of sewage from any portion of a sanitary sewer system due to a sanitary sewer system overflow, operational failure, and/or infrastructure failure. Exfiltration of sewage is not considered to be a spill under this General Order if the exfiltrated sewage remains in the subsurface and does not reach a surface water of the State. Training Training is in-house or external education and guidance needed that provides the knowledge, skills, and abilities to comply with this General Order. ATTACHMENT A DEFINITIONS December 6, 2022 A - 4 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ Wash Down Water Wash down water is water used to clean a spill area. Waste Waste, as defined in Water Code section 13050(d), includes sewage and any and all other waste substances, liquid, solid, gaseous, or radioactive, associated with human habitation, or of human or animal origin, or from any producing, manufacturing, or processing operation, including waste placed within containers of whatever nature prior to, and for purposes of, disposal. Waste Discharge Identification Number (WDID) A waste discharge identification number (WDID) identifies each individual sanitary sewer system enrolled under this General Order. A WDID number is assigned to each enrolled system upon an approved regulatory coverage. Waters of the State Waters of the State are surface waters or groundwater within boundaries of the state as defined in Water Code section 13050(e), in which the State and Regional Water Boards have authority to protect beneficial uses. Waters of the State include, but are not limited to, groundwater aquifers, surface waters, saline waters, natural washes and pools, wetlands, sloughs, and estuaries, regardless of flow or whether water exists during dry conditions. Waters of the State include waters of the United States. Waters of the United States Waters of the United States are surface waters or waterbodies that are subject to federal jurisdiction in accordance with the Clean Water Act. Water Quality Objective A water quality objective is the limit or maximum amount of pollutant, waste constituent or characteristic, or parameter level established in statewide water quality control plans and Basin Plans, for the reasonable protection of beneficial uses of surface waters and groundwater and the prevention of nuisance. ATTACHMENT A DEFINITIONS December 6, 2022 A - 5 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT B APPLICATION FOR ENROLLMENT 1.Enrollment Status:(Mark only oneitem) New Enrollee New Enrollee with previous regulatory coverage under Order 2006-0003-DWQ (that failed to certify continuation of coverage in CIWQS per Order 2022-XXXX-DWQ) Existing WDID Number:__________________________________________________ 2.Applicant Information: Legally Responsible Official Submitting Application FirstandLastName:____________________________________________________ Title:_________________________________________________________________ Phone:_______________________________________________________________ Email:________________________________________________________________ System Owner/Operator Name:______________________________________________ Mailing Address:________________________________________________________ City,State, Zip:_________________________________________________________ County:_______________________________________________________________ Sanitary Sewer System Name:____________________________________________ Regional Water Quality Control Board(s):____________________________________ Signatureand Date:_____________________________________________________ 3.Applicant Type (Check one): CityCountyStateFederalSpecial District Government CombinationPrivateOther Non-governmental Entity 4.Wastewater Treatment Plant Receiving Sanitary Sewer System Waste: Wastewater Treatment Plant Permittee:________________________________________ WDID No.:______________________________________________________________ ATTACHMENT B APPLICATION FOR ENROLLMENTDecember6,2022 B-1 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ 5.Billing Information Billing Address: ___________________________________________________________ City, State, Zip: ___________________________________________________________ Billing Contact Person and Title: ______________________________________________ Phone and Email Address: __________________________________________________ 6. Application Fee: The application fee, as required by Water Code section 13260, is based on the daily population served by the sanitary sewer system. See updated Fee Schedule. (https://www.waterboards.ca.gov/resources/fees/water_quality/) Check one of the following and enter fee amount: Population Served < 50,000 Total Fee submitted: $ ___________ Population Served Total Fee submitted: $ ___________ Make the fee payment payable to the State Water Resources Control Board and mail the complete application package to: State Water Resources Control Board, Accounting Office P. O. Box 1888 Sacramento, CA 95812-1888 Attention: Statewide Sanitary Sewer System Program 7. Application Submittal Certification I certify under penalty of perjury under the laws of the State of California that to the best of my knowledge and belief, the information in the submitted application package is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment. Print Name: ______________________________________________________________ Title: ___________________________________________________________________ Signature: __________________________________________ Date: ________________ ATTACHMENT B APPLICATION FOR ENROLLMENT December 6, 2022 B - 2 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT C-NOTICE OF TERMINATION 1.Enrollee Information Enrollee Name:___________________________________________________________ WDIDNo:________________________________________________________________ Legally Responsible Official Requesting Termination of Coverage:___________________ First and Last Name:____________________________________________________ Title:_________________________________________________________________ Phone:_______________________________________________________________ Email:________________________________________________________________ Mailing Address:__________________________________________________________ City,State,Zip:___________________________________________________________ County:_________________________________________________________________ Sanitary Sewer System Name(s) or Unique Identifier(s):___________________________ Regional Water Quality Control Board(s):_______________________________________ Signatureand Date:________________________________________________________ 2.Basis of Termination Explanation of termination, including subsequent regulatory coverage and subsequent owner/operator of enrolled sanitary sewer system, as applicable: ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ATTACHMENT C NOTICE OF TERMINATIONDecember 6,2022 C-1 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ 3.Regulatory Coverage Termination Certification I certify under penalty of perjury under the laws of the State of California that to the best of my knowledge:1) the sanitary sewer systemI officially representis not required to be regulated under the Statewide Waste Discharge Requirements for Sanitary Sewer Systems Order 2022-XXXX-DWQ, and 2) the information submitted in this Notice of Termination is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. Additionally, I understand that the submittal of this Notice of Termination does not release sanitary sewer system agencies from liability for any violations of the Clean Water Act. Print Name: ______________________________________________________________ Title: ___________________________________________________________________ Signature: __________________________________________ Date: ________________ For State Water Board Use Only Approved for Termination Denied and Returned to Enrollee Deputy Director of Water Quality Signature: _____________________________________ Date: ____________________ Notice of Termination Effective Date: __________________ ATTACHMENT C NOTICE OF TERMINATION December 6, 2022 C - 2 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTS Table of Contents 1. Sewer System Management Plan Goal And Introduction............................................D-2 1.1. Regulatory Context...........................................................................................D-2 1.2. Sewer System Management Plan Update Schedule.........................................D-3 1.3. Sewer System Asset Overview.........................................................................D-3 2. Organization................................................................................................................D-3 3. Legal Authority.............................................................................................................D-4 4. Operation And Maintenance Program..........................................................................D-4 4.1. Updated Map of Sanitary Sewer System..........................................................D-4 4.2. Preventive Operation and Maintenance Activities.............................................D-4 4.3. Training.............................................................................................................D-5 4.4. Equipment Inventory.........................................................................................D-5 5. Design And Performance Provisions...........................................................................D-5 5.1. Updated Design Criteria and Construction Standards and Specifications.........D-5 5.2. Procedures and Standards................................................................................D-5 6. Spill Emergency Response Plan..................................................................................D-6 7. Sewer Pipe Blockage Control Program........................................................................D-7 8. System Evaluation, Capacity Assurance and Capital Improvements...........................D-7 8.1 System Evaluation and Condition Assessment.................................................D-7 8.2. Capacity Assessment and Design Criteria........................................................D-8 8.3. Prioritization of Corrective Action......................................................................D-9 8.4. Capital Improvement Plan.................................................................................D-9 9. Monitoring, Measurement and Program Modifications.................................................D-9 10. Internal Audits............................................................................................................D-10 11. Communication Program...........................................................................................D-10 ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-1 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTS ASewer System Management Plan(Plan) is a living planning document that documents ongoing local sewer system management program activities, procedures, and decision-making at the scale necessary to address the size and complexity of the subject sanitary sewer system(s). This Plan may incorporate other programs and other plans by reference, to address short-term and long-term system resiliencethrough: Proactive planning and decision-making; Local government ordinances; Updated operations and maintenance activities and procedures; Implementation of capital improvements; Sufficient local budget to support staff resources, contractors, equipment, and training; and Updated trainingof staff and contractors. ,and implementation of a Sewer System Management Planaddressing the requirements of this Attachment is an enforceable component of this General Order. As specified in Provision 6.1(Enforcement Provisions)of this GeneralOrder, consistent with the Water Code and the State Water Board Enforcement Policy, the State an effective Sewer System Management Plantoprevent, contain, control, and mitigate spills when considering Water Code section 13327 factors to determine necessary enforcement of this General Order. This Attachment includes the following required elements that the Enrollee shall address in its Planand subsequent updates. The Enrollee shall identify any requirement in this Attachment andshall explain in its Plan why the requirement is not applicable. 1.SEWER SYSTEM MANAGEMENT PLAN GOAL AND INTRODUCTION The goal of the Sewer System Management Plan(Plan) is to provide a plan and sanitary sewer system(s), (2) reduce and prevent spills, and (3) contain and mitigate spills that do occur. The Plan must include a narrative Introduction section that discusses the following items: 1.1.Regulatory Context The Plan Introduction section must provide a general description of the local sewer system management program and discuss Plan implementation and updates. ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-2 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ 1.2.Sewer System Management Plan Update Schedule The Plan Introduction section must include a schedule for the Enrollee to update the Plan, including the schedule for conducting internal audits. The schedule must include milestones for incorporation of activities addressing prevention of sewer spills. 1.3.Sewer System Asset Overview The Plan Introduction section must provide a description of the Enrollee-owned assets and service area, including but not limited to: Location, including county(ies); Service area boundary; Population and community served; System size, including total length in miles, length of gravity mainlines, length of pressurized (force) mains, and number of pump stations and siphons; Structures diverting stormwater to the sewer system; Data management systems; Sewer system ownership andoperationresponsibilities between Enrollee and private entities for upper and lower sewer laterals; Estimated number or percent of residential, commercial, and industrial service connections; and Unique service boundary conditions and challenge(s). up- to-datemap of its sanitary sewer system, as required in section4.1(Updated Map of Sanitary Sewer System)of this Attachment. 2.ORGANIZATION ThePlanmust identify organizational staffing responsible and integral for implementing the local Sewer System Management Planthrough an organization chart or similar narrative documentation that includes: The name of the Legally Responsible Officialas required in section 5.1(Designation of a Legally Responsible Official)of this General Order; The position titles, telephone numbers, and email addresses for management, administrative, and maintenance positions responsible for implementing specific Sewer System Management Plan elements; Organizational lines of authority;and Chain of communication for reporting spills from receipt of complaint or other information, including the person responsible for reporting spills to the State and Regional Water Boards and other agencies, as applicable. (For example, county ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-3 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ health officer, county environmental health agency, and State Office of Emergency Services.) 3.LEGAL AUTHORITY The Plan must include copies or an electronic link tothecurrentsewer system use ordinances, service agreements and/or other legally binding procedures to demonstratethe Enrollee possesses the necessary legal authority to: Prevent illicit dischargesinto its sanitary sewer system from inflow and infiltration (I&I); unauthorized stormwater; chemical dumping; unauthorized debris; roots; fats, oils, and grease; and trash, including rags and other debris that may cause blockages; Collaborate with storm sewer agencies to coordinate emergency spill responses, ensure access to storm sewer systems during spillevents, and prevent unintentional cross connections of sanitary sewer infrastructure to storm sewer infrastructure; Require that sewer system components and connections be properly designed and constructed; Ensure access for maintenance, inspection, and/or repairs for portions of the service lateralowned and/oroperatedby the Enrollee; Enforce any violation of its sewer ordinances, service agreements, or other legally binding procedures;and Obtain easement accessibility agreements for locations requiring sewer system operations and maintenance, as applicable. 4.OPERATION AND MAINTENANCE PROGRAM ThePlanmust include the items listed below that are appropriate and applicable to the 4.1.Updated Map of Sanitary Sewer System An up-to-date map(s)of the sanitary sewer system,and procedures for maintaining and providing State and Regional Water Board staff access to the map(s).Themap(s) must show gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater conveyance facilities within the sewer system service area boundaries. 4.2.Preventive Operation and Maintenance Activities A scheduling system and a data collection system for preventive operation and maintenance activities conducted by staff and contractors. The scheduling system must include: Inspection and maintenance activities; ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-4 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ Higher-frequency inspections and maintenance of known problem areas,including areas with tree root problems; Regular visual and closed-circuit television (CCTV) inspections of manholes and sewer pipes. The data collection system must document data from systeminspection and maintenanceactivities, including system areas/components prone to root-intrusion potentially resulting in system backup and/or failure. 4.3.Training In-house and external trainingprovided on a regular basis for sanitary sewer system operations and maintenance staffand contractors. The trainingmust cover: The requirements of this General Order; Skilled estimation of spillvolume for field operators;and Electronic CIWQSreporting procedures for staff submitting data. 4.4.Equipment Inventory Aninventory of sewer system equipment,including theidentification of critical replacement and spare parts. 5.DESIGN AND PERFORMANCE PROVISIONS ThePlanmust include the following items as appropriate and applicable to the 5.1.Updated Design Criteria and Construction Standards and Specifications Updated design criteria,and construction standards and specifications,for the construction, installation, repair, and rehabilitation of existing and proposed system infrastructurecomponents, including but not limited to pipelines, pump stations, and other system appurtenances.Ifexisting design criteria and construction standards are deficient to address thenecessarycomponent-specifichydrauliccapacity as specified in section8(System Evaluation,Capacity Assurance and Capital Improvements)of this Attachment, the procedures must include component-specific evaluation of the design criteria. 5.2.Procedures and Standards Procedures, and standards for the inspection and testing of newly constructed, newly installed, repaired, and rehabilitated system pipelines, pumps, and other equipment and appurtenances. ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-5 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ 6.SPILL EMERGENCY RESPONSE PLAN The Plan must include an up to date Spill Emergency Response Plan to ensure prompt detection and response to spills toreduce spill volumes and collect information for prevention of future spills. The Spill Emergency Response Plan must include procedures to: Notify primary responders, appropriate local officials, and appropriate regulatory agencies of a spill in a timely manner; Notify other potentially affected entities (for example, health agencies, water suppliers, etc.) of spills that potentially affect public health or reach waters of the State; Comply with the notification, monitoring and reporting requirements of this General Order, State law and regulations, and applicable Regional Water Board Orders; Ensure that appropriate staff and contractors implement the Spill Emergency Response Plan and are appropriately trained; Address emergency system operations, traffic control and other necessary response activities; Contain a spill and prevent/minimize discharge to waters of the State or any drainage conveyance system; Minimize and remediate public health impacts and adverse impacts on beneficial uses of waters of the State; Remove sewage from the drainage conveyance system; Clean the spill area and drainage conveyance system in a manner that does not inadvertently impact beneficial uses in the receiving waters; Implement technologies, practices, equipment, and interagency coordination to expedite spill containment and recovery; Implement pre-planned coordination and collaboration with storm drain agencies and other utility agencies/departments prior, during, and after a spill event; Conduct post-spill assessments of spill response activities; Document and report spill events as required in this General Order; and Annually, review and assess effectiveness of the Spill Emergency Response Plan, and update the Plan as needed. ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTS December 6, 2022 D - 6 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ 7.SEWER PIPE BLOCKAGE CONTROL PROGRAM The Sewer System Management Plan must include proceduresfor theevaluation ofthe Enrolleeservice areato determine whether a sewer pipe blockagecontrol program is neededtocontrolfats, oils, grease, rags anddebris.IftheEnrollee determines that a program is not needed, the Enrollee shallprovide justification in its Plan for why a programis not needed. The procedures must include, at minimum: An implementation plan and schedule for a public education andoutreach program that promotes proper disposal of pipe-blocking substances; A plan and schedule for the disposal of pipe-blocking substances generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed to adequately dispose of substances generated within a sanitary sewer system service area; The legal authority to prohibit discharges to the system and identify measures to prevent spills and blockages; Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, best management practices requirements, recordkeeping and reporting requirements; Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the fats, oils, and grease ordinance; An identification of sanitary sewer system sections subject to fats, oils, and grease blockages and establishment of a cleaning schedule for each section;and Implementation of source control measures for all sources of fats, oils, and grease reaching the sanitary sewer system for each section identified above. 8. SYSTEM EVALUATION,CAPACITY ASSURANCE AND CAPITAL IMPROVEMENTS ThePlanmust includeprocedures and activities for: Routine evaluation and assessment of system conditions; Capacity assessment and design criteria; Prioritization of corrective actions;and A capital improvementplan. 8.1System Evaluation and Condition Assessment ThePlan must includeprocedures to: Evaluatethe sanitary sewer systemassets utilizing the best practices and technologies available; ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-7 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ Identify and justify the amount (percentage) of its system for its condition to be assessed each year; Prioritize the condition assessment of system areas that: o Hold a high level of environmental consequences if vulnerable to collapse, failure, blockage, capacity issues, or other system deficiencies; o Are located in or within the vicinity of surface waters, steep terrain, high groundwater elevations, and environmentally sensitive areas; o Are within the vicinity of a receiving water with a bacterial-related impairment on the most current Clean Water Act section 303(d) List; Assess the system conditions using visual observations, video surveillance and/or other comparable system inspection methods; Utilize observations/evidence of system conditions that may contribute to exiting of sewage from the system which can reasonably be expected to discharge into a water of the State; Maintain documents and recordkeeping of system evaluation and condition assessment inspections and activities; and Identify system assets vulnerable to direct and indirect impacts of climate change, including but not limited to: sea level rise; flooding and/or erosion due to increased storm volumes, frequency, and/or intensity; wildfires; and increased power disruptions. 8.2. Capacity Assessment and Design Criteria The Plan must include procedures to identify system components that are experiencing or contributing to spills caused by hydraulic deficiency and/or limited capacity, including procedures to identify the appropriate hydraulic capacity of key system elements for: Dry-weather peak flow conditions that cause or contributes to spill events; The appropriate design storm(s) or wet weather events that causes or contributes to spill events; The capacity of key system components; and Identify the major sources that contribute to the peak flows associated with sewer spills. The capacity assessment must consider: Data from existing system condition assessments, system inspections, system audits, spill history, and other available information; Capacity of flood-prone systems subject to increased infiltration and inflow, under normal local and regional storm conditions; ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTS December 6, 2022 D - 8 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ Capacity of systems subject to increased infiltration and inflow due to larger and/or higher-intensitystorm events as a result of climate change; Increases of erosive forces in canyons and streams near underground and above- ground system componentsdue to largerand/or higher-intensitystormevents; Capacity of major system elements to accommodate dry weather peak flow conditions,and updated design storm and wet weather events; and Necessary redundancy in pumping and storage capacities. 8.3.Prioritization of Corrective Action The findings of the condition assessments and capacity assessments must be usedto prioritizecorrective actions.Prioritizationmust consider the severity of the consequences of potential spills. 8.4.Capital Improvement Plan The capital improvement plan must include the following items: Project schedules including completion dates for all portions of the capital improvement program; Internal and external project funding sources for each project;and Joint coordination between operation and maintenance staff, and engineering staff/consultants during planning, design, and construction of capital improvement projects; andInteragency coordination with other impacted utility agencies. 9. MONITORING, MEASUREMENT AND PROGRAM MODIFICATIONS ThePlanmust include an Adaptive Management section that addresses Plan- implementation effectiveness and the steps for necessary Plan improvement, including: Maintaining relevant information, including audit findings, to establish and prioritize appropriate Plan activities; Monitoringtheimplementation and measuring the effectiveness of each Plan Element; Assessing the successofthe preventive operation and maintenanceactivities; Updating Plan procedures and activities, as appropriate,based on results of monitoring and performance evaluations; and Identifying and illustrating spill trends, including spill frequency, locations and estimated volumes. ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-9 STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ 10.INTERNAL AUDITS ThePlanshall include internal audit procedures, appropriate to thesize and performance of the system, for the Enrollee to comply with section 5.4 (Sewer System Management Plan Audits)of this General Order. 11. COMMUNICATION PROGRAM ThePlanmust include procedures for the Enrollee to communicate with: The public for: o Spills anddischargesresulting in closures of public areas, or that enter a source of drinking water, and o Thedevelopment, implementation, and update of its Plan, including opportunities for public input to Plan implementation and updates. Owners/operators satellite systems,for: o System operation, maintenance, and capital improvement-related activities. ATTACHMENT D SEWER SYSTEM MANAGEMENT PLAN REQUIRED ELEMENTSDecember 6,2022 D-10 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ ATTACHMENT E1NOTIFICATION, MONITORING,REPORTING AND RECORDKEEPING REQUIREMENTS Table of Contents 1. Notification Requirements.........................................................................................E1-3 1.1. Notification of Spills of 1,000 Gallons or Greater to the California Office of Emergency Services......................................................................................E1-3 1.2. Spill Notification Information...........................................................................E1-4 1.3. Notification of Spill Report Updates................................................................E1-4 2. Spill-SpecificMonitoring Requirements....................................................................E1-5 2.1 Spill Location and Spread..............................................................................E1-5 2.2 Spill Volume Estimation..................................................................................E1-5 2.3. Receiving Water Monitoring............................................................................E1-5 2.4. Safety and Access Exceptions........................................................................E1-8 3. Reporting Requirements............................................................................................E1-8 3.1. Reporting Requirements for Individual Category 1 Spill Reporting.................E1-8 3.2. Reporting Requirements for Individual Category 2 Spill Reporting...............E1-12 3.3. Monthly Certified Spill Reporting for Category 3 Spills..................................E1-14 3.4. Monthly Certified Spill Reporting for Category 4 Spills..................................E1-16 3.5. Amended Certified Spill Reports for Category 3 Spills..................................E1-16 3.6.Annual Certified Spill Reporting of Category 4 and/or Lateral Spills.............E1-16 3.7. --Category 1 ................................................................................................E1-16 3.8. Electronic Sanitary Sewer System Service Area Boundary Map...................E1-17 3.9. Annual Report (Previously termed as Collection System Questionnaire in General Order 2006-0003-DWQ)..................................................................E1-17 3.10. Sewer System Management Plan Audit Reporting Requirements................E1-19 3.11. Sewer System Management Plan Reporting Requirements.........................E1-19 4. Recordkeeping Requirements.................................................................................E1-20 4.1. Recordkeeping Time Period..........................................................................E1-20 4.2. Availability of Documents..............................................................................E1-20 4.3. Spill Reports..................................................................................................E1-20 4.4. Recordkeeping of Category 4 Spills and Non-Category 1 Lateral Spills.......E1-21 4.5. Sewer System Telemetry Records................................................................E1-22 4.6. Sewer System Management Plan Implementation Records.........................E1-22 4.7. Audit Records................................................................................................E1-23 ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -1 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 4.8. Equipment Records.......................................................................................E1-23 4.9. WorkOrders..................................................................................................E1-23 ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -2 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPING REQUIREMENTS TheNotificationRequirements(section 1),Spill-specific MonitoringRequirements (section 2), ReportingRequirements (section 3)andRecordkeepingRequirements (section 4) in this Attachmentarepursuant to Water Code section13267and section 13383, andarean enforceable component of this GeneralOrder.For the purpose of this GeneralOrder,the term: Notification means the notifying of appropriateparties of a spill eventor other activity. Spill-specific Monitoring means the gathering of information and datafor a specific spill event to be reported orkept as records. Reporting meansthe reporting of information and data into theonlineCalifornia Integrated Water Quality System(CIWQS)Sanitary Sewer System Database. Recordkeeping means the maintainingofinformation and datain an official records storage system. Failureto comply with the notification,monitoring,reporting and recordkeeping requirements in thisGeneralOrdermay subject the Enrolleeto civil liabilities of up to $10,000 a day per violation pursuant to Water Code section 13385; up to $1,000 a day per violation pursuant to Water Code section 13268; or referral to the Attorney General for judicial civil enforcement. Water Code section 13193 et seq. requires the Regional WaterQuality ControlBoards(Regional Water Boards)and the State Water Resources Control Board (State Water Board)to collect sanitary sewer spillinformationfor each spillevent andmake this information available to the public. Sanitary sewer spillinformationfor each spillevent includesbutisnot limited to: Enrollee contact information for each spillevent,spillcause, estimated spillvolumeand factors usedfor estimation, location, date, time, duration, amountdischargedtowatersof the State, response and corrective action(s)taken. 1.NOTIFICATION REQUIREMENTS 1.1. Notification of Spills of 1,000 Gallons or Greater to the California Office of Emergency Services Per Water Code section 13271, for a spillthatdischargesin or on any waters of the State, or dischargesorisdeposited where it is, or probably will be, discharged in or on any waters of the State,theEnrolleeshallnotify the California Office of Emergency Services and obtain a California Office of Emergency Services Control Numberas soon as possible but no later than two(2)hoursafter: TheEnrolleehas knowledge of the spill;and Notification can be provided without substantially impeding cleanup or other emergency measures. Thenotification requirements in this section apply to individual spillsof 1,000 gallons or greater,from an Enrollee-owned and/or operated laterals, to a water of the State. ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -3 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 1.2. Spill Notification Information TheEnrolleeshall provide the following spillinformation tothe California Office of Emergency Services before receiving a Control Number, as applicable: Name and phone number oftheperson notifying theCalifornia Office of Emergency Services; Estimatedspillvolume (gallons); Estimatedspillratefrom the system (gallons per minute); Estimateddischargerate(gallons per minute)directly into watersof the Stateor indirectly into a drainage conveyance system; Spillincident description: o Brief narrative of the spillevent,and o Spillincident location (address, city, and zip code)and closest cross streets and/or landmarks; Name and phone number of contact person on-scene; Date and time theEnrolleewasinformedof the spillevent; Name of sanitary sewer system causing the spill; Spillcause or suspected cause (if known); Amount ofspillcontained; Name of receiving waterbodyreceiving or potentially receiving discharge; and Descriptionof water bodyimpactand/ or potential impactto beneficial uses. 1.3. Notification of Spill Report Updates Following the initial notification to theCalifornia Office of Emergency Services and until such time that theEnrolleecertifies the spillreport in theonlineCIWQSSanitary Sewer SystemDatabase, the Enrolleeshall provide updates to theCalifornia Office of Emergency Services regarding substantial changes to: Estimated spillvolume (increaseor decreasein gallons initially estimated); Estimated dischargevolume dischargeddirectly into watersof the Stateor indirectly into a drainage conveyancesystem(increase or decrease in gallons initially estimated);and Additionalimpact(s)tothereceiving water(s)andbeneficial uses. ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -4 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 2.SPILL-SPECIFIC MONITORING REQUIREMENTS 2.1Spill Location and Spread TheEnrolleeshall visually assessthespill location(s)andspreadusing photography, global positioning system(GPS), and other best available tools.The Enrollee shall document the critical spilllocations, including: Photographyand GPS coordinates for: o Thesystem location where spill originated. For multiple appearance points of a single spillevent,the points closest to the spill origin. Photographyfor: o Drainage conveyance system entry locations, o The location(s) of dischargeinto surface waters, as applicable, o Extentofspillspread,and o The location(s) of clean up. 2.2Spill Volume Estimation To assess the approximate spill magnitudeand spread, theEnrolleeshall estimatethe totalspillvolume using updated volume estimation techniques, calculations, and documentation for electronic reporting.TheEnrolleeshall update its notification and reporting of estimated spillvolume (which includes spillvolume recovered) as further information is gathered during and after a spillevent. 2.3. Receiving Water Monitoring 2.3.1.Receiving Water Visual Observations Through visual observations and use of best available spillvolume-estimating techniquesand field calculationtechniques, the Enrollee shall gatherand documentthe following information for spills discharging to surface waters: Estimatedspilltravel time to the receiving water; For spills entering a drainage conveyance system,estimatedspilltravel time from the point of entry into the drainage conveyancesystemto the point of dischargeinto thereceiving water; Estimatedspill volume entering the receiving water;and Photographyof: o Waterbody bank erosion, o Floating matter, o Water surface sheen (potentially from oil and grease), ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -5 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ o Discoloration of receiving water, and o Impact to the receiving water. 2.3.2.Receiving Water Water Quality Sampling and Analysis For sewage spills in which an estimated 50,000 gallons or greater are discharged into a surface water, the Enrollee shall conduct the following water quality sampling no later than 18 hours after the knowledge of a potential discharge to a surface water: Collect one water sample, each day of the duration of the spill, at: o The DCS-001 location as described in section 2.3.4 (Receiving Water Sampling Locations) of this Attachment, if sewage discharges to a surface water via a drainage conveyance system; and/or o Each of the three receiving water sampling locations in section 2.3.4 (Receiving Water Sampling Locations) of this Attachment; If the receiving water has no flow during the duration of the spill, the Enrollee Sampling Due To No its receiving water sampling locations. The Enrollee shall analyze the collected receiving water samples for the following constituents per section 2.3.3 (Water Quality Analysis Specifications) of this Attachment: Ammonia, and Appropriate bacterial indicator(s) per the applicable Basin Plan water quality objectives, including one or more of the following, unless directed otherwise by the Regional Water Board: o Total Coliform Bacteria o Fecal Coliform Bacteria o E-coli o Enterococcus Dependent on the receiving water(s), sampling of bacterial indicators shall be sufficient to determine post-spill (after the spill) compliance with the water quality objectives and bacterial standards of the California Ocean Plan or the California Inland Surface Water Enclosed Bays, and Estuaries Plan, including the frequency and/or number of post-spill receiving water samples as may be specified in the applicable plans. The Enrollee shall collect and analyze additional samples as required by the applicable Regional Water Board Executive Officer or designee. ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 6 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 2.3.3.Water Quality Analysis Specifications Spill monitoring must be representative of the monitored activity (40 Code of Federal Regulations section 122.41(j)(1)). Sufficiently Sensitive Methods Sample analysis must be conducted according to sufficiently sensitive test methods approved under 40 Code of Federal Regulations Part 136 for the sample analysis of pollutants. For the purposes of this General Order, a method is sufficiently sensitive when the minimum level of the analytical method approved under 40 Code of Federal Regulations Part 136 is at or below the receiving water pollutant criteria. Environmental Laboratory Accreditation Program-Accredited Laboratories The analysis of water quality samples required per this General Order must be performed by a laboratory that has accreditation pursuant to Article 3 (commencing with section 100825) of Chapter 4 of Part 1 of Division 101 of the Health and Safety Code. (Water Code section 13176(a).) The State Water Board accredits laboratories through its Environmental Laboratory Accreditation Program (ELAP). 2.3.4.Receiving Water Sampling Locations The Enrollee shall collect receiving water samples at the following locations. Sampling of Flow in Drainage Conveyance System (DCS) Prior to Discharge Sampling Sampling Location Description Location A point in a drainage conveyance system before the drainage DCS-001 conveyance system flow discharges into a receiving water. 1 Receiving Surface Water Sampling (RSW) Sampling Sampling Location Description Location RSW-001 A point in the receiving water where sewage initially enters the Point of Discharge receiving water. RSW-001U: A point in the receiving water, upstream of the point of sewage Upstream of Point discharge, to capture ambient conditions absent of sewage of Discharge discharge impacts. ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 7 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ Sampling Sampling Location Description Location RSW-001D: A pointin the receiving water,downstream of the point of Downstream ofsewagedischarge,where the spillmaterial is fully mixed with Point of Discharge thereceiving water. 1 TheEnrolleemust use its best professional judgment to determine the upstream and downstream distances based on receiving waterflow, accessibility to upstream/downstream waterbody banks, and size of visible sewageplume. 2.4.Safety and Access Exceptions If the Enrolleeencounters access restrictions or unsafe conditions that prevents its compliance with spill response requirements or monitoring requirements in this General Order, the Enrollee shall provide documentation of access restrictions and/or safety hazards in the corresponding required report. 3.REPORTING REQUIREMENTS All reportingrequired in this General Order must be submittedelectronicallytothe online CIWQS Sanitary Sewer System Database(https://ciwqs.waterboards.ca.gov), unlessspecified otherwise in this General Order.Electronic reportingmay solely be conducted by a Legally Responsible Official orData Submitter(s) previously designated by the LegallyResponsible Official, as required in section 5.8 (Designation of Data Submitters)of this General Order. TheEnrolleeshall report any information that is protected by the Homeland Security Act, by email to SanitarySewer@waterboards.ca.gov, with a brief explanation of the protection provided by the Homeland Security Act for the subject report to be protected from unauthorized disclosure and/or public access, and for official Water Board regulatory purposes only. 3.1.Reporting Requirements for Individual Category 1 Spill Reporting 3.1.1.DraftSpill Report for Category 1 Spills Within three (3)businessdaysoftheknowledge of aCategory 1 spill,the Enrolleeshall submit aDraft Spill Reportto theonlineCIWQSSanitary Sewer System Database. TheDraft Spill Report must,at minimum,includethe following items: 1.Contact information: Name and telephone number of Enrolleecontact person to respond to spill-specific questions; 2.Spilllocation name; 3. Date and time the Enrollee was notified of, or self-discovered, the spill; 4.Operator arrival time; ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -8 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 5. Estimated spill start date and time; 6. Date and time the Enrollee notified theCalifornia Office of Emergency Services, and the assigned control number; 7. Description, photographs, and GPS coordinates of the system location where the spill originated; o If a single spill event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the spill appearance point explanation field; 8. Estimated total spill volume exiting the system; 9. Description and photographs of the extent of the spill and spill boundaries; 10. Did the spill reach a drainage conveyance system? If Yes: o Description of the drainage conveyance system transporting the spill; o Photographs of the drainage conveyance system entry location(s); o Estimated spill volume fully recovered from the drainage conveyance system; o Estimated spill volume remaining within the drainage conveyance system; 11. Description and photographs of all discharge point(s) into the surface water; 12. Estimated spill volume that discharged to surface waters; and 13. Estimated total spill volume recovered. 3.1.2.Certified Spill Report for Category 1 Spills Within 15 calendar days of the spill end date, the Enrollee shall submit a Certified Spill Report for Category 1 spills, to the online CIWQS Sanitary Sewer System Database. Upon completion of the Certified Spill Report, the online CIWQS Sanitary Sewer System Database will issue a final spill event identification number. The Certified Spill Report must, at minimum, include the following mandatory information in addition to all information in the Draft Spill Report per section 3.1.1 (Draft Spill Report for Category 1 Spills) above: 1. Description of the spill event destination(s), including GPS coordinates if available, that represent the full spread and reach of the spill; 2. Spill end date and time; 3. Description of how the spill volume estimations were calculated, including at a minimum: o The methodology, assumptions and type of data relied upon, such as supervisory control and data acquisition (SCADA) records, flow monitoring or other telemetry information used to estimate the volume of the spill discharged, and the volume of the spill recovered (if any volume of the spill was recovered), and o The methodology(ies), assumptions and type of data relied upon for estimations of the spill start time and the spill end time; ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 9 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 4. Spill cause(s) (for example, root intrusion, grease deposition, etc.); 5.System failure location (for example, main, lateral, pump station, etc.); 6. Description of the pipe material, and estimated age of the pipe material, at the failure location; 7. Description of the impact of the spill; 8. Whether or not the spill was associated with a storm event; 9. Description of spill response activities including description of immediate spill containment and cleanup efforts; 10. Description of spill corrective action, including steps planned or taken to reduce, eliminate, and prevent reoccurrence of the spill, and a schedule of major milestones for those steps; 11. Spill response completion date; 12. Detailed narrative of investigation and investigation findings of cause of spill; 13. Reasons for an ongoing investigation (as applicable) and the expected date of completion; 14. Name and type of receiving water body(s); 15. Description of the water body(s), including but not limited to: o Observed impacts on aquatic life, o Public closure, restricted public access, temporary restricted use, and/or posted health warnings due to spill, o Responsible entity for closing/restricting use of water body, and o Number of days closed/restricted as a result of the spill. 16. Whether or not the spill was located within 1,000 feet of a municipal surface water intake; and 17. If water quality samples were collected, identify sample locations and the parameters the water quality samples were analyzed for. If no samples were taken, Not Applicable shall be selected. 3.1.3.Spill Technical Report for Individual Category 1 Spill in which 50,000 Gallons or Greater Discharged into a Surface Water For any spill in which 50,000 gallons or greater discharged into a surface water, within 45 calendar days of the spill end date, the Enrollee shall submit a Spill Technical Report to the online CIWQS Sanitary Sewer System Database. The Spill Technical Report, at minimum, must include the following information: 1. Spill causes and circumstances, including at minimum: o Complete and detailed explanation of how and when the spill was discovered; ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 10 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ o Photographs illustrating the spill origin, the extent and reach of the spill, drainage conveyance systementrance and exit, receiving water, and post-cleanupsite conditions; o Diagram showing the spill failure point, appearance point(s), the spill flow path, and ultimate destinations; o Detailed description of the methodology employed, and available data used to calculate the discharge volume and, if applicable, the recovered spill volume; o Detailed description of the spill cause(s); o Description of the pipe material, and estimated age of the pipe material, at the failure location; o Description of the impact of the spill; o Copy of original field crew records used to document the spill; and o Historical maintenance records for the failure location. 2. response to the spill: o Chronological narrative description of all actions taken by the Enrollee to terminate the spill; o Explanation of how the Sewer System Management Plan Spill Emergency Response Plan was implemented to respond to and mitigate the spill; and o Final corrective action(s) completed and a schedule for planned corrective actions, including: Local regulatory enforcement action taken against an illicit discharge in response to this spill, as applicable, Identifiable system modifications, and operation and maintenance program modifications needed to prevent repeated spill occurrences, and Necessary modifications to the Emergency Spill Response Plan to incorporate lessons learned in responding to and mitigating the spill. 3. Water Quality Monitoring, including at minimum: o Description of all water quality sampling activities conducted; o List of pollutant and parameters monitored, sampled and analyzed; as required in section 2.3 (Receiving Water Monitoring) of this Attachment; o Laboratory results, including laboratory reports; o Detailed location map illustrating all water quality sampling points; and o Other regulatory agencies receiving sample results (if applicable). 4. Evaluation of spill impact(s), including a description of short-term and long-term impact(s) to beneficial uses of the surface water. ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 11 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 3.1.4.Amended Certified Spill ReportsforIndividual Category 1 Spills TheEnrolleeshall update or add additional information to a Certified Spill Report within 90 calendar daysofthe spillend date by amending the report or by adding an attachment to the Spill Report in the online CIWQSSanitary Sewer SystemDatabase. TheEnrolleeshall certifytheamended report. After 90calendardays, the Enrolleeshall contact the State Water Board at SanitarySewer@waterboards.ca.govto request to amend a Spill Report. The Legally Responsible Officialshall submit justification for why the additional information was not reported within the Amended Spill Report due date. 3.2.Reporting Requirements for Individual Category 2Spill Reporting 3.2.1.Draft Spill Report for Category 2Spills Within three (3) business daysof the knowledge of a Category 2spill, the Enrolleeshall submit a Draft Spill Report to theonlineCIWQSSanitary Sewer System Database. The Draft Spill Report must, at minimum, include the following items: 1.Contact information: Name and telephone number of Enrolleecontact person to respond to spill-specific questions; 2.Spilllocation name; 3.Date and time the Enrollee was notified of, or self-discovered, the spill; 4.Operator arrival time; 5.Estimated spill start date and time; 6.Date and time the Enrollee notified theCalifornia Office of Emergency Services, and the assigned control number; 7.Description, photographs, and GPS coordinates of the system location wherethe spilloriginated; If a single spill event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the spill appearance point explanation field; 8.Estimated total spill volume exiting the system; 9.Description and photographs of the extent of the spill and spill boundaries; 10.Did the spill reach a drainage conveyance system? If Yes: o Description of thedrainage conveyance systemtransporting the spill; o Photographs of the drainage conveyance system entry location(s); o Estimatedspill volume fully recovered fromthe drainage conveyance system; o Estimated spill volume remaining within the drainage conveyance system; ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -12 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ o Estimated spill volume discharged to a groundwater infiltration basin or facility, if applicable;and 11. Estimated total spill volume recovered. 3.2.2. Certified Spill Report for Category 2 Spills Within 15 calendar days of the spill end date, the Enrollee shall submit a Certified Spill Report for the Category 2 spill, to the online CIWQS Sanitary Sewer System Database (https://ciwqs.waterboards.ca.gov). Upon completion of the Certified Spill Report, the online CIWQS Sanitary Sewer System Database will issue a final spill event identification number. The Certified Spill Report must, at minimum, include the following mandatory information in addition to all information in the Draft Spill Report per section 3.2.1 (Draft Spill Report for Category 2 Spills) above: 1. Description of the spill event destination(s), including GPS coordinates if available, that represent the full spread and reach of the spill; 2. Spill end date and time; 3. Description of how the spill volume estimations were calculated, including at a minimum: o The methodology, assumptions and type of data relied upon, such as supervisory control and data acquisition (SCADA) records, flow monitoring or other telemetry information used to estimate the volume of the spill discharged, and the volume of the spill recovered (if any volume of the spill was recovered), and o The methodology(ies), assumptions and type of data relied upon for estimations of the spill start time and the spill end time; 4. Spill cause(s) (for example, root intrusion, grease deposition, etc.); 5. System failure location (for example, main, pump station, etc.); 6. Description of the pipe/infrastructure material, and estimated age of the pipe material, at the failure location; 7. Description of the impact of the spill; 8. Whether or not the spill was associated with a storm event; 9. Description of spill response activities including description of immediate spill containment and cleanup efforts; 10. Description of spill corrective action, including steps planned or taken to reduce, eliminate, and prevent reoccurrence of the spill, and a schedule of major milestones for those steps; 11. Spill response completion date; 12. Detailed narrative of investigation and investigation findings of cause of spill; 13. Reasons for an ongoing investigation (as applicable) and the expected date of completion; and ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 13 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 14.Whether or not the spill was located within 1,000 feet of a municipal surface water intake. 3.2.3.Amended Certified Spill Reports for Individual Category 2Spills TheEnrolleeshall update or add additional information to a Certified Spill Report within 90 calendar daysof the spillend date by amending the report or by adding an attachment to the Spill Report in the online CIWQSSanitary Sewer SystemDatabase. TheEnrolleeshall certify the amended report. After 90calendardays, the Enrolleeshall contact the State Water Board at SanitarySewer@waterboards.ca.govto request to amend a Spill Report. The Legally Responsible Officialshall submit justification for why the additional information was not reported within the Amended Spill Report due date. 3.3.MonthlyCertifiedSpillReportingforCategory 3Spills TheEnrolleeshall report and certify all Category 3 spillsto the online CIWQSSanitary Sewer System Databasewithin 30 calendar days after the end of the month in which the spillsoccurred.(For example, all Category3 spills occurring in the month of th February shall be reported and certified by March 30).After the LegallyResponsible Official certifies the spills, theonlineCIWQSSanitary Sewer SystemDatabase will issue a spill eventidentification numberfor each spill. Themonthly reporting ofallCategory 3spillsmust include the followingitemsfor each spill: 1.Contact information: Name and telephone number of Enrollee contact person to respond to spill-specific questions; 2.Spill location name; 3.Date and time the Enrollee was notified of, or self-discovered, the spill; 4.Operator arrival time; 5.Estimated spill start date and time; 6.Description, photographs, and GPS coordinates where thespilloriginated: o If a single spill event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the spill appearance point explanation field; 7.Estimated total spill volume exiting the system; 8.Description and photographs of the extent of the spill and spill boundaries; 9.Did the spill reach a drainage conveyance system? If Yes: o Description of thedrainage conveyance systemtransporting the spill; o Photographs of the drainage conveyance system entry locations(s); o Estimatedspill volume fully recovered fromthe drainage conveyance system;and ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -14 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ o Estimated spill volume discharged to a groundwater infiltration basis or facility, if applicable. 10. Estimated total spill volume recovered; 11. Description of the spill event destination(s), including GPS coordinates, if available, that represent the full spread and reaches of the spill; 12. Spill end date and time; 13. Description of how the spill volume estimations were calculated, including, at minimum: o The methodology and type of data relied upon, including supervisory control and data acquisition (SCADA) records, flow monitoring or other telemetry information used to estimate the volume of the spill discharged, and the volume of the spill recovered (if any volume of the spill was recovered), and o The methodology and type of data relied upon to estimate the spill start time, on-going spill rate at time of arrival (if applicable), and the spill end time; 14. Spill cause(s) (for example, root intrusion, grease deposition, etc.); 15. System failure location (for example, main, pump station, etc.); 16. Description of the pipe/infrastructure material, and estimated age of the pipe/infrastructure material, at the failure location; 17. Description of the impact of the spill; 18. Whether or not the spill was associated with a storm event; 19. Description of spill response activities including description of immediate spill containment and cleanup efforts; 20. Description of spill corrective actions, including steps planned or taken to reduce, eliminate, and prevent reoccurrence of the spill, and a schedule of the major milestones for those steps; including, at minimum: o Local regulatory enforcement action taken against an illicit discharge in response to this spill, as applicable, and o Identifiable system modifications, and operation and maintenance program modifications needed to prevent repeated spill occurrences at the same spill event location, including: Adjusted schedule/method of preventive maintenance, Planned rehabilitation or replacement of sanitary sewer asset, Inspected, repaired asset(s), or replaced defective asset(s), Capital improvements, Documentation verifying immediately implemented system modifications and operating/maintenance modifications, Description of spill response activities, ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 15 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ Spillresponse completion date,and Ongoing investigation efforts, and expected completion date of investigation to determine the full cause of spill; 21.Detailed narrative of investigation and investigation findings of cause of spill. 3.4. Monthly Certified Spill Reporting for Category 4 Spills TheEnrolleeshall report and certifythe estimated total spill volume exiting the sanitary sewer system, and the total number ofall Category 4spillsto the online CIWQS Sanitary Sewer System Database,within 30 calendar days after the end of the month in which the spills occurred. 3.5.AmendedCertified Spill Reportsfor Category 3 Spills Within 90 calendar daysof the certified Spill Report due date,theEnrolleemay update or add additional information to a certified Spill Report by amending the report or by adding an attachment to the Spill Report in the online CIWQSSanitary Sewer SystemDatabase.TheEnrolleeshall certify the amended report. After 90 calendardays, the Legally Responsible Officialshall contact the State Water Board at SanitarySewer@waterboards.ca.govto request to amend a certified Spill Report. The Legally Responsible Officialshall submit justification for why the additional information was not reported within the 90-day timeframe foramending the certifiedSpill Report, as provided above. 3.6. Annual Certified Spill Reporting of Category 4 and/or Lateral Spills For allCategory 4 spillsandspills from its owned and/or operatedlateralsthatare caused by a failure or blockage in the lateralandthat do not discharge to a surface water,the Enrollee shall: Maintain records per section 4.4. of this Attachment; The Enrollee shall provide records upon requestby State Water Board or Regional Water Board staff. Annually upload and certify a report,in an appropriate digital format,of all recordkeeping of spills to the online CIWQSSanitary Sewer System Database, by February 1st after the end of the calendar year in which the spills occurred. A spill from an Enrollee-owned and/or operated lateral that discharges to a surface water is a Category 1 spill; the Enrollee shall report all Category 1 spills per section 3.1 of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this General Order. 3.7. Monthly Certification of -Spills or Category 4 Spillsand/or Non-Category 1 Lateral Spills Ifeither(1) nospills occur during a calendar monthor(2) only Category 4, and/or Enrollee-owned and/or operated lateralspills(that do not discharge to a surface water) occur during a calendar month, theEnrolleeshall certify, within 30 calendar days after ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -16 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ the end of each calendar month, either -, or a Spillsand/or Non-Category1 Lateralcertification statement,in the onlineCIWQSSanitary Sewer SystemDatabase,certifying that there were either no spills, orCategory 4 and/or Non-Category 1 Lateral Spills that will be reported annually (per section 3.6of this Attachment)for the designated month. If a spillstarts in one calendar month and ends in a subsequent calendar month, and theEnrolleehas no further spillsof any category,in the subsequent calendar month, the Enrolleeshall certifyno-spillsfor the subsequent calendar month. IftheEnrolleehas no spills from its systems during a calendar month, but the Enrollee voluntarily reportedaspillfrom a privatelateralor a private system,theEnrolleeshall certify - If the Enrollees has spills from its owned and/or operatedlateralsduring a calendar month,the Enrollee shall not certify for that calendar month. 3.8.Electronic Sanitary Sewer System Service Area Boundary Map TheLegally Responsible Officialshall submit,to the State Water Board,an up-to-date electronic spatial mapof its sewer system service areaboundaries.The map must be in accordance withsection 5.14(Electronic Sanitary Sewer System Service Area Boundary Map)of this General Orderand the specification provided on the statewide Sanitary Sewer Systems program website.The map must include the location of wastewater treatment facility(ies) that treats the sewer system waste, if in the same sewer service boundary. By the Effective Date of this General Order, specifications for the electronic sanitary sewer service area boundary map format will be provided on the statewide Sanitary Sewer SystemsOrder program website. 3.9.Annual Report(Previously termed as Collection System Questionnaire in General Order 2006-0003-DWQ) Anew Enrollee shall complete and submit itsfirstcertifiedAnnual Reportinto theonline CIWQSSanitary Sewer SystemDatabase,within 30 days of obtaining a CIWQS account;Subsequent Annual Reports are due by April 1 of each year. All enrolleesshall updatetheirAnnual Report,by April 1 of each year after the Effective Date of this General Order,for each calendar year (January 1 through December 31). TheAnnual Reportmust be entered directly into the online CIWQSSanitary Sewer SystemDatabase.Legally Responsible Officialshallcertifythe Annual Reportas instructed in CIWQS; TheAnnual Reportmust address, and updateas applicable,thefollowing items: Population served; ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -17 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ Updated sewer system service area boundary map, if service area boundary has changed from original map submitted per section 5.14 (Electronic Sanitary Sewer System Service Area Boundary Map) of this General Order; Number of system operation and maintenance staff: o Entry level (less than two years of experience), o Journey level (greater than two years of experience), o Supervisory level, and o Managerial level; Number of operation and maintenance staff certified as a certified collection system operator by the California Water Environmental Association (CWEA), with: o Corresponding number of certified collection system operator grade levels (Grade I, II, III, IV, and V); System information: o Miles of system gravity and force mains, o Number of upper and lower service laterals connected to system, o Estimated number of upper and lower laterals owned and/or operated by the Enrollee, o Portion of laterals that is Enrollee responsibility, o Average age the major components of system infrastructure, o Number and age of pump stations, and o Estimated total miles of the system pipeline not accessible for maintenance; Name and location of the treatment plant(s) receiving sanitary sewer system waste; Name of satellite sewer system tributaries; Number of gravity sewer above or underground crossings of water bodies throughout system; Number of force main (pressurized pipe) above or underground crossings of water bodies throughout system; Number of siphons used to convey waste throughout the sewer system; Miles of sewer system cleaned; Miles of sewer system video inspected, or comparable (i.e., video closed-circuit television or alternative inspection methods); System Performance Evaluation as specified in section 5.11 (System Performance Analysis) of this General Order; Major spill causes (for example, root intrusion, grease deposition); ATTACHMENT E1 NOTIFICATION, MONITORING, REPORTING AND RECORDKEEPING REQUIREMENTS December 6, 2022 E1 - 18 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ System infrastructurefailure points(for example, main,pump station,lateral, etc.); Ongoing spillinvestigations;and Actionstakentoaddress system deficiencies. 3.10.Sewer System Management Plan AuditReporting Requirements TheEnrolleeshall submitits Sewer System Management Plan Auditand other pertinent audit information, in accordance with section 5.4 (Sewer System Management Plan Audits)of this General Order,to the online CIWQS Sanitary Sewer System Database bysix(6) months after the end of the 3-year audit period. IfaSewer System Management PlanAuditisnot conductedasrequired:theEnrollee shall: Updatethe onlineCIWQSSanitary Sewer System Database and select the justification for not conductingthe Audit; and Notifyits corresponding Regional Water Board(seeAttachment F(Regional Water Quality Control Board Contact Information))of the justification for the lapsed requirements. Thereporting of ajustification for not conducting a timelyAudit does not justify non-compliance with this General Order. TheEnrolleeshall: Submitthelate Audit as requiredin this General Order; and ComplywithsubsequentAudit requirements and due datescorresponding with the original audit cycle. 3.11.Sewer System Management Plan Reporting Requirements For an Existing Enrollee previously regulated by Order 2006-0003-DWQ:Within every six(6)yearsafterthe required due dateof itslastPlanUpdate, the Legally Responsible Officialshall upload and certify alocalgoverning entity-approved Sewer System Management PlanUpdatetothe online CIWQSSanitary Sewer System Database. If theelectronic documentformat or sizecapacity prevents the electronic upload of the Plan, theLegallyResponsible Officialshallreportan electronic linktoits updated Sewer System Management Planposted on its own website. Order 2006-0003-DWQ requiredeachenrollee to developits initial Sewer System Management Planper the following schedule, with required Plan updatesat a frequency of5-yearsthereafter: Systems servingpopulations:Greater than100,000:May2, 2009 Between 100,000 and 10,000: August 2, 2009 Between 10,000 and 2,500:May 2, 2010 Less than2,500:August 2, 2010 ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -19 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ This Order carries forth thepreviously-required Plan Updatescheduleper Order 2006-0003-DWQ.Perthe six-year Plan Update frequency required inthis Order, theEnrollee shall upload and certify its first Plan Update,tothe online CIWQSSanitary Sewer System Databaseby the following due dates, withsubsequent Plan Updates at the frequency of six years thereafter: Systems serving populations: Greater than 100,000: May 2, 2025 Between 100,000 and 10,000: August 2, 2025 Between 10,000 and 2,500: May 2, 2026 Less than 2,500: August 2, 2026 ForaNew Enrollee:Within twelve (12) months of its Application for Enrollment Approvaldate,the Legally Responsible Official ofanew Enrolleeshallupload and certifyalocal governing entity-approvedSewer System Management Plantothe online CIWQSSanitary Sewer System Database. If electronic document format or size capacity prevents the electronic upload of the Plan, the Legally Responsible Official shall reportan electronic link to its Sewer System Management Planposted on its own website.The due date forsubsequent 6-year Plan updates,issix(6)years from the submittaldueSewer System Management Plan. 4.RECORDKEEPING REQUIREMENTS TheEnrolleeshall maintain records to document compliance with theprovisions of this General Order,andprevious General Order2006-0003-DWQ as applicable,for each sanitary sewer systemowned, including any required records generated by an contractor(s). 4.1.Recordkeeping Time Period TheEnrolleeshall maintain recordsof documents requiredin this Attachment,including recordscollectedfor compliance with this GeneralOrder, and records collectedin accordance with previous GeneralOrder 2006-0003-DWQ,forfive (5)years. 4.2.Availability of Documents TheEnrolleeshall make the records required in this General Orderreadily available, either electronic or hardcopies, for review by Water Board staff during onsite inspections or through an information request. 4.3.Spill Reports TheEnrolleeshall maintain records for each of the followingspill-related eventsand activities: Spilleventcomplaint,including but not limited torecords documenting how the Enrolleeresponded to notifications of spills. Each complaint record must, at a minimum, include the following information: o Date, time, and method of notification, ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -20 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ o Date and time the complainant firstnoticedthespill, if available, o Narrative description of the complaint, including any information the caller providedregarding whether thespillhas reached surface watersoradrainage conveyance system, if available, o contactinformation, if available,and o Final resolution of the complaint; Records documenting the steps and/or remedial action(s)undertaken by the Enrollee, using all available information, to comply with this General Order, and previous GeneralOrder 2006-0003-DWQ as applicable; Records documenting how estimate(s) of volume(s) and, if applicable, volume(s) of spillrecovered were calculated; All California Office of Emergency Services notification records,asapplicable; and Records, in accordance with the Monitoring Requirementsin this Attachment. 4.4.RecordkeepingofCategory 4 Spills and Non-Category 1 LateralSpills An Enrolleemust maintain the following records for eachindividual Category 4 spill and for each individual non-Category 1 Enrollee-owned and/or operatedlateralspill, and report in accordance to section3.6(Annual Certified Spill Reporting of Category 4 and/or Lateral Spills) of this Attachment. Recordkeeping of Individual Category 4 Spill Information: 1.Contact information: Name and telephone number of Enrollee contact person to respond to spill-specific questions; 2.Spill location name; 3.Description and GPS coordinates for the system location where the spill originated; 4.Did the spill reach a drainage conveyance system? If Yes: o Description of drainage conveyance system location, o Estimated spill volume fully recovered within the drainage conveyance system, and o Estimated spill volume remaining within the drainage conveyance system; 5.Estimated total spill volume exiting the sanitary sewer system; 6.Spill date and start time; 7.Spill cause(s) (for example, root intrusion, grease deposition, etc.); 8.System failure location (for example, main, pump station, etc.); 9.Description of spill response activities including description of immediate spill containment and cleanup efforts; 10. Description of how the volume estimation was calculated, including, at minimum: ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -21 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ o The methodology and type of data relied upon, including supervisory control and data acquisition (SCADA) records, flow monitoring or other telemetry information used to estimate the volume of the spill discharged, and the volume of the spill recovered (if any volume of the spill was recovered), and o The methodology and type of data relied upon to estimate the spill start time, on- going spill rate at time of arrival (if applicable), and the spill end time; 11. Description of implemented system modifications and operating/maintenance modifications. Recordkeeping of Individual Lateral SpillInformation: 1.Date and time the Enrollee was notified of, or self-discovered, the spill; 2.Location of individual spill; 3.Estimated individual spill volume; 4.Spill cause(s) (for example, root intrusion, grease deposition, etc.);and 5.Description of how the volume estimations were calculated. Total Annual Spill Information: 1.Estimatedtotal annual spill volume; 2.Description of spill corrective actions, including at minimum: o Local regulatory enforcement action taken against thesewer lateralownerin response to aspill,as applicable, and o Systemoperation, maintenance and programmodifications implemented to prevent repeated spilloccurrences at the same spilllocation. 4.5.Sewer System Telemetry Records TheEnrolleeshall maintain the following sewersystem telemetry records if used to document compliance with this General Order, and previous General Order 2006-0003-DWQ as applicable, including spillvolumeestimates: Supervisory control and dataacquisition (SCADA) system(s); Alarm system(s); Flow monitoring device(s) or other instrument(s) used to estimate sewageflow rates, and/or volumes; Computerized maintenance managementsystemrecords;and Asset management-related records. 4.6.Sewer System Management PlanImplementation Records TheEnrolleeshall maintain records documenting theimplementation ofits Sewer System Management Plan, including documents supportingitsSewer System Management Planaudits,corrections, modifications,andupdates to the Sewer System Management Plan. ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -22 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ 4.7.Audit Records TheEnrolleeshall maintain, at minimum, the followingrecordspertaining to its Sewer System Management Plan audits, and otherinternalaudits: Completed audit documentsandfindings; Name and contact information of staff and/or consultantsthatconducted or involved in theaudit; and Follow-upactions based on auditfindings. 4.8.EquipmentRecords TheEnrolleeshall maintain a log of all owned and leased sewer system cleaning, operational, maintenance, construction,and rehabilitationequipment. 4.9.Work Orders TheEnrolleeshall maintain recordofwork ordersforoperations and maintenance projects. ATTACHMENT E1NOTIFICATION,MONITORING,REPORTING AND RECORDKEEPINGREQUIREMENTSDecember 6,2022 E1 -23 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ ATTACHMENT E2 SUMMARY OF NOTIFICATION, MONITORINGANDREPORTING REQUIREMENTS This Attachment provides a summary of notification, monitoringandreporting requirements,by spill category, and for Enrollee-owned and/or operatedlateralsasrequired inAttachment E1of this General Order,for quickreferencepurposes only. Table E2-1 Spill Category 1: Spills to Surface Waters Spill DueMethod Requirement Within two (2)hoursoftheknowledge of California Office a Category 1 spill of 1,000 gallons or greater,of Emergency discharging or threatening to dischargetosurface Services at: Notification waters:(800) 852-7550 NotifytheCalifornia Office of Emergency Services (Section1of and obtain a notificationcontrol number.Attachment E1) Conduct spill-specificmonitoring; (Section 2 of Conduct water quality sampling of thereceiving Monitoring Attachment E1) waterwithin18hoursof initialknowledge ofspillof 50,000 gallons or greater to surface waters. SubmitDraft Spill Reportwithin three (3) businessdaysoftheknowledge of the spill; SubmitCertifiedSpillReportwithin15 calendar daysof the spillend date; (Section 3.1of Reporting SubmitTechnicalReportwithin45calendar days AttachmentE1) after the spillend datefor a Category 1 spillin which 50,000 gallons or greaterdischargedto surface waters; and Submit AmendedSpill Reportwithin 90 calendar daysafter the spillend date. ATTACHMENT E2SUMMARY TABLES FORNOTIFICATION,December 6,2022 MONITORINGANDREPORTINGREQUIREMENTS E2 -1 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ Table E2-2 Spill Category 2:Spills of 1,000 Gallons or Greater That Do Not Discharge to Surface Waters Spill Due Method Requirements California Office of Within two (2) hoursof the knowledge of Emergency aCategory 2spillof 1,000 gallons or greater, Services at: (800) discharging or threatening to dischargetowatersof Notification 852-7550 the State: Notify California Office of Emergency Services and (Section 1 of obtain a notification control number. Attachment E1) (Section 2 of MonitoringConduct spill-specific monitoring. Attachment E1) Submit Draft Spill Report within three (3) business daysofknowledge of the spill; (Section 3.2of Reporting Submit Certified Spill Report within15 calendar AttachmentE1) daysof the spill end date; and Submit Amended Spill Report within 90calendar daysafter the spillend date. ATTACHMENT E2SUMMARY TABLES FORNOTIFICATION,December 6,2022 MONITORINGANDREPORTINGREQUIREMENTS E2 -2 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ Table E2-3 Spill Category 3: Spills of Equal or Greater than 50 Gallons and Less than 1,000 Gallons ThatDoes Not Discharge to Surface Waters Spill DueMethod Requirements NotificationNot ApplicableNot Applicable (Section 2 of MonitoringConductspill-specific monitoring. AttachmentE1) Submit monthly Certified Spill Report tothe online CIWQSSanitary Sewer System Database within 30 calendars daysafter the end of the monthin (Section 3.3and3.5of Reporting which the spills occur; and Attachment E1) Submit Amended Spill Reports within 90 calendar daysafter the Certified SpillReport duedate. Table E2-4 Spill Category 4: Spills Less Than 50 GallonsThatDo Not Discharge to Surface Waters Spill DueMethod Requirements NotificationNot ApplicableNot Applicable (Section 2ofAttachment MonitoringConduct spill-specific monitoring. E1) If, during any calendar month,Category 4 spills occur,certify monthly, the estimated total spill volume exitingthe sanitary sewer system, and the total number of all Category 4 spills into the online CIWQS Sanitary Sewer System Database, within (Section 3.4,3.6,3.7 30 days after the end of the calendar monthin Reportingand4.4of Attachment which the spills occurred. E1) Upload and certify a report, in an acceptable digital format, of all Category 4 spills to the online CIWQS st Sanitary Sewer System Database, by February 1 after the end of the calendar year in which the spills occur. ATTACHMENT E2SUMMARY TABLES FORNOTIFICATION,December 6,2022 MONITORINGANDREPORTINGREQUIREMENTS E2 -3 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ Table E2-5 Enrollee Owned and/or OperatedLateral SpillsThatDo Not Discharge to Surface Waters Spill DueMethod Requirements Within two (2) hourswledge of a California Office of spill of 1,000 gallons or greater, from an enrollee- Emergency Services owned and/or operated lateral, discharging or at: (800) 852-7550 threatening to discharge to waters of the State: Notification Notify California Office of Emergency Services and (Section 1 of Attachment obtain a notification control number. E1) Not applicabletoa spill of less than 1,000 gallons. (Section 2 of Attachment MonitoringConduct visualmonitoring. E1) Upload and certifya report, in an acceptable digital format,of all lateral spills(that do not discharge to a surface water)to the online CIWQSSanitary st (Sections3.6, 3.7 and Sewer System Database, by February 1after the Reporting 4.4of Attachment E1) end of the calendar year in which the spills occur. Report a lateral spill of any volume that discharges to a surface water as a Category 1 spill. ATTACHMENT E2SUMMARY TABLES FORNOTIFICATION,December 6,2022 MONITORINGANDREPORTINGREQUIREMENTS E2 -4 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ ATTACHMENT FREGIONAL WATER QUALITY CONTROL BOARD CONTACT INFORMATION This Attachment provides amap, list of counties,and contact information to assist theEnrollee in identifying the corresponding Regional Water Quality Control Board office, for allRegional Water Boardnotification requirements in this General Order. Region 1 --North Coast Regional Water Quality Control Board: Del Norte, Glenn, Humboldt, Lake, Marin, Mendocino, Modoc, Siskiyou, Sonoma, andTrinity counties. RB1SpillReporting@waterboards.ca.govor (707) 576-2220 Region 2 --San Francisco Bay Regional Water Quality Control Board: Alameda, Contra Costa, San Francisco, Santa Clara (Northern most partof Morgan Hill), San Mateo,Marin, Sonoma, Napa, Solano counties. RB2SpillReports@waterboards.ca.govor (510) 622-2369 Region 3 --Central Coast Regional Water Quality Control Board: Santa Clara (mostof Morgan Hill), San Mateo (Southern portion), Santa Cruz, SanBenito, Monterey, Kern (small portions), San Luis Obispo, Santa Barbara, Ventura(Northern portion) counties. CentralCoast@waterboards.ca.govor (805) 549-3147 Region 4 --Los Angeles Regional Water Quality Control Board: Los Angeles, Ventura counties (small portions of Kern and Santa Barbara counties). rb4-ssswdr@waterboards.ca.govor (213) 576-6600 ATTACHMENT FREGIONAL WATER QUALITY CONTROLDecember 6,2022 BOARD CONTACT INFORMATION F-1 STATEWIDE SANITARY SEWER SYSTEMSGENERAL ORDER2022-0103-DWQ Region 5 -- Central Valley Regional Water Quality Control Board: Rancho Cordova (Sacramento) Office: Colusa, Lake, Sutter, Yuba, Sierra, Nevada, Placer, Yolo, Napa, (North East), Solano (West), Sacramento, El Dorado, Amador, Calaveras, San Joaquin, Contra Costa (East), Stanislaus, Tuolumne counties. RB5sSpillReporting@waterboards.ca.gov or (916) 464-3291 Fresno Office: Fresno, Kern, Kings, Madera, Mariposa, Merced, and Tulare counties, and small portions of San Benito and San Luis Obispo counties. RB5fSpillReporting@waterboards.ca.gov or (559) 445-5116 Redding Office: Butte, Glen, Lassen, Modoc, Plumas, Shasta, Siskiyou, and Tehama counties. RB5rSpillReporting@waterboards.ca.gov or (530) 224-4845 Region 6 -- Lahontan Regional Water Quality Control Board: Lake Tahoe Office: Alpine, Modoc (East), Lassen (East side and Eagle Lake), Sierra, Nevada, Placer, El Dorado counties. RB6sSpillReporting@waterboards.ca.gov or (530) 542-5400 Victorville Office: Mono, Inyo, Kern (East), San Bernardino, Los Angeles (North East corner) counties. RB6vSpillReporting@waterboards.ca.gov or (760) 241-6583 Region 7 -- Colorado River Basin Regional Water Quality Control Board: Imperial county and portions of San Bernardino, Riverside, San Diego counties. RB7SpillReporting@waterboards.ca.gov or (760) 346-7491 Region 8 -- Santa Ana Regional Water Quality Control Board: Orange, Riverside, San Bernardino counties. RB8SpillReporting@waterboards.ca.gov or (951) 782-4130 Region 9 -- San Diego Regional Water Quality Control Board: San Diego county and portions of Orange and Riverside counties. RB9Spill_Report@waterboards.ca.gov or (619) 516-1990 End of Order 2022-0103-DWQ ATTACHMENT F REGIONAL WATER QUALITY CONTROL December 6, 2022 BOARD CONTACT INFORMATION F - 2 REVISION 2.0 (4/23) ITEM PAGE Title ................................................................................................................................. 1 Table of Contents ............................................................................................................ 2 Acronyms and Definitions ................................................................................................ 3 General Information ......................................................................................................... 4 Notify the Supervisor ....................................................................................................... 6 Contain the Spill .............................................................................................................. 8 STOP the Spill ............................................................................................................... 10 Report the Spill .............................................................................................................. 11 Clean Up the Spill ......................................................................................................... 16 APPENDICES ITEM PAGE Appendix A Document Revision Log .......................................................................... 19 Appendix B Sanitary Sewer Overflow Reporting Guidelines ...................................... 21 Appendix C Sanitary Sewer Overflow (Field Form) .................................................... 23 Appendix D Volume Estimation Examples ................................................................. 28 REVISION 2.0 (4/23) 2 ACRONYMS CIWQS California Integrated Water Quality System GPM Gallons Per Minute GAL - Gallons LRO Legally Responsible Officer NPDES National Pollutant Discharge Elimination System OCEMA Orange County Environmental Management Agency OCFA Orange County Fire Authority OCHCA Orange County Health Care Agency OCSD Orange County Sanitary District OES Office of Emergency Services PWA Public Works Agency RWQCB Regional Water Quality Control Board DEFINITIONS Flow Rate The amount of fluid that flows in a given time. For the purpose of this manual, flow rate is expressed in gallons per minute (GPM). Legally Responsible Official (LRO) Is a person who is legally responsible to represent the sewer agency and the information being presented to the State. Public right-of-way Is a path for public access either meaning a sidewalk or street and is not restricted by private land ownership. Spill is a condition whereby untreated sewage is discharged into the environment prior to reaching sewage treatment facilities. Storm Drain Is a drain or drain system that is designed to drain excess rain and ground water from paved streets, parking lots, sidewalks, and roofs. Sewage Sewage, and its associated wastewater, is untreated or partially treated domestic, municipal, commercial and/or industrial waste (including sewage sludge), and any mixture of these wastes with inflow or infiltration of stormwater or groundwater, conveyed in a sanitary sewer system. Surface Waters All permanent and intermittent drainage ways, lakes, and reservoirs, either public or private, which are not man-made for the treatment of municipal, agricultural, or industrial waste, and wholly or partially within the boundaries of the City REVISION 2.0 (4/23) 3 of Santa Ana. Spills to storm drains tributary to surface waters shall be reported as discharges to surface waters. Waters of the State Is any surface water or groundwater within the boundaries of the state including any creek, river, lake, ocean, or wetland etc. The objectives of a sewage spill response procedure are to protect public health, the environment, and public and private property. These objectives are accomplished by notifying, containing, stopping, cleaning up, and reporting the spill to the appropriate authorities. GENERAL PROCEDURES When responding to a sewage spill, the following general procedures should be followed in order: 1st:NOTIFY THE SUPERVISOR AND OR ON-CALL SUPERVISOR 2nd: CONTAIN THE SPILL 3rd: STOP THE SPILL 4th: CLEAN UP THE SPILL 5th: REPORT THE SPILL TO APPROPRIATE AUTHORITIES WITHIN 2 HOURS OF BECOMING AWARE OF THE SPILL (Refer to Appendix B, SANITARY SEWER OVERFLOW REPORTING GUIDELINES) SEWAGE SPILL TYPES Any incident in which sewage is discharged onto the surface is considered a sewage spill. There are five types of spills; Category 1, Category 2, Category 3, Category 4 and Private Lateral. Category 1 Spill: A discharge of sewage of any volume sanitary sewer system that results in a discharge to: A surface water including a surface water body that contains no flow or volume of water; or A drainage conveyance system that discharges to surface waters when the sewage is not fully captured and returned to the sanitary sewer system or disposed of properly. REVISION 2.0 (4/23) 4 Any spill volume not recovered from a drainage conveyance system is considered a discharge to surface water, unless the drainage conveyance system discharges to a dedicated stormwater infiltration basin or facility (e.g., infiltration pit, percolation pond). A spill from an Enrollee-owned and/or operated lateral that discharges to a surface water. Category 2: A discharge of sewage: That is 1,000 gallons or greater. That does not discharge to a surface water. That enters a drainage conveyance system but is fully recovered and returned to the sanitary sewer system. Category 3: A discharge of sewage: That is greater than or equal to 50 gallons and less than 1,000 gallons. That does not discharge to a surface water. That enters a drainage conveyance system but is fully recovered and returned to the sanitary sewer system. Category 4: A discharge of sewage: That is less than 50 gallons. That does not discharge to a surface water. That enters a drainage conveyance system but is fully recovered and returned to the sanitary sewer system. Private Lateral Spills: Discharges of untreated or partially treated wastewater resulting from blockages or other problems within a privately owned sewer lateral connection to the REVISION 2.0 (4/23) 5 SPILL CATEGORYDETERMINATION DIAGRAM Upon receiving a call after normal working hours to respond to any sewer spill, the designated primary on-callemployeeshall immediately contact the on-callwater resources maintenance supervisor and inform him of the sewer spill event. The primary on-call employee shall then call the rest of the on-call crew and they shall report directly to the City Yard. They shallretrieve a vacuumtruck and a bobtail truck with appropriate sewer spill response equipment to the sewer spill location. The intent is to reduce the response time required to move the necessary equipment and manpower to the sewer spill locationand to minimize the sewer spill time.It is mandatory for the on-call water resources maintenance supervisor to attend the sewer spill site and take over the spill response operation upon his arrival. During normal working hours all phone calls and coordination will be handled by a Public Works Agency (PWA)-Water Resources MaintenanceSupervisor. REVISION 2.0 (4/23)6 Name Title #¤«« .®ȁ Water Services Supervisor (714) 328-7535 !«¤· Reyes Water Services Supervisor (714) 328-5233 -¨ª¤ -´±±¨¤³³  Water Quality Supervisor (714) 469-3244 %£¬´­£® 6¨««¤«  Water Services Crew Leader (714) 402-7042 -¨ª¤ ' ±¢¨  Water Services Crew Leader (714) 328-7617 $ µ¨£ # ±¡ © « Senior Civil Engineer (657) 322-8498 * ¨¬¤ !±¨ ² 3%7%2 394%- /6%2&,/7 Ȩ%15)0-%.4 2%15)2%$ȩȀ Vacuum Truck Bobtail Truck Sand Traffic Control equipment and devices Misc. Equipment (Shovels, sledge hammer, Manhole lift, etc.) Steps to Take (After Hours): 1. Contact On-call supervisor (Immediately) 2. Call the On-call crew to report to City Yard, one to retrieve a vacuum truck and the other to retrieve a bobtail truck, and additional vacuum truck if needed REVISION 2.0 (4/23) 7 Upon arriving at the spill location, the on-call duty water employee shall call the on-call Supervisor/Crew Leadera second time and report the spill status.He shall then; Take immediate action to contain the spill to prevent sewage from entering storm drains, channels or other critical infrastructure. Establish perimeters and control zones with cones, barricades, vehicles or terrain. (KEEP OUT ZONE) at all times. Collect representative photos of the spill location and flow rates. Notify the appropriate authorities. Refer to Appendix B, Sanitary Sewer Overflow Reporting Guidelines. Small spills can often be contained with sand berms. The additional personnel called out to assist the on-call duty water employee with the spill, shall make sure to have shovels and sand available on the bobtail truck used to respond to spills. Medium spills may be contained with large sand berms, in strategic locations. Medium size spills may also require vacuuming and hauling the sewage or pumping the sewage to a sewer manhole for disposal, to prevent sewage from flowing over dikes. Use plastic sheeting to block storm drain inlets and other critical locations. Call the on-call Supervisor/Crew Leader for direction and support. Large spills (spills more than a few gallons per minute that are likely to reach a storm drain inlet) in the public right of way may require various actions for containment, as follows: Build large sand berms to contain sewage. Block storm drains at inlets or at manholes at critical line intersection locations. Block sewage flow in channels with berms. Call contractor for vacuum trucks to remove sewage off site and for disposal. (At the discretion of the water maintenance supervisor and/or crew leader on- call). o Houston Harris, PCS at (909) 721-1756 Use a sewer pump and hoses to pump to a sewer manhole. Contact OCSD maintenance personnel for on-site support with vacuum trucks and other equipment as needed, if contractors are not available. Contain the sewage in a low area. Estimate the rate of overflow. Call the on-call Supervisor/Crew Leader for direction and support. REVISION 2.0 (4/23) 8 Private Spills, occur on private property, make all efforts to contain the spill on the private contain it on private property, contain the spill in the public right-of-way, before it enters a storm drain. Steps to Take: 1. Contact callout supervisor a second time (Provide details and up to date information) 2. Contain spill 3. Establish perimeters and control zones (KEEP OUT ZONE) 4. Make the appropriate calls to the required authorities. Refer to Appendix A, Spill Reporting Guidelines. REVISION 2.0 (4/23) 9 For spills originating in city owned sewer mains (public spills), clear the line blockage using the equipment and methods as you were trained to dousing City vacuumtrucks. In the event of an unusual situation, call the appropriate Supervisor/Crew Leader for support. If the sewage spill originates on private property (private spills), contact the responsible person (usually a property manager or owner) and direct them to immediately hire a contractor to correct the problem and perform cleanup work. Take the necessary actions to prevent the sewage from entering the public right of way or storm drain until the contractor corrects the problem such as a sand containment berm. Determine the name and contact number of the responsible party for the private property (owner, property manager, etc.). If the spill originates on private property, call the Orange County Health Care Agency. If the property owner is not willing to comply, contact the City of Santa Ana Code Enforcement division. Call them at (714) 667-2780 (main line) or (714) 667-2789; their hours of operation are 8:00 a.m. to 7:00 p.m. from Monday thru Thursday. The City of Santa Ana Water Resources cannot shut off the water to the property unless directed by a supervisor. REVISION 2.0 (4/23) 10 It is the on-call water resources maintenance supervisor responsibility to document and report to all agencies of the existence of the spill. After the spill is contained, all sewage spills, regardless of size, must be reported as soon as possible by phone to the Environmental Health Division of the Orange County Health Care Agency (OCHCA). During working hours, call OCHCA directly at (714) 433- 6419. After working hours and on the weekends, notify OCHCA by calling Orange County Control One (available 24 hours) at (714) 628-7008. Let Orange County Control One know that you are making an official spill notification. If you need assistance from the Orange County Environmental Management Agency (OCEMA) or OCHCA, ask Control One to have OCEMA or OCHCA call you (see Emergency Contractors and Mutual Aid section on page 9). If the spill enters the storm drain system, contact Craig Foster at (714) 397-0759 or Samuel Villalobos at (714) 371-7489. Note: If you see the release of what may be hazardous material from private property, call the Orange County Fire Authority (OCFA) Hazmat Team at (714) 573-6250. The Orange County Health Care Agency should also be called at (714) 433-6419 for this type of problem. Public Works Agency employees are not allowed to collect and or vacuum any substance other than sewage per OCSD rules and regulations. Other agencies may also need to be contacted, depending on the conditions present. Ask the on-call Supervisor/Crew Leader for direction. A mandatory debriefing meeting for the spill will be held no later than 72 hours after the spill has occurred. This meeting will be held between Engineering, the Water Resources Maintenance Supervisor in charge during the spill and at least one crew member attending the spill activities. Written reports of all public sewer spills must be prepared under the California Integrated Water Quality System (CIWQS) system and by a City authorized user. The Sanitary Sewer Overflow (CIWQS Reporting Form) and authorized City users are provided in Appendix B. All CIWQS reporting must be done via the online reporting system (CIWQS) website. For the on-call duty employee it is very important to write down all relevant information such as dates, times, names of persons contacted, estimated flow rate and volume of sewage spilled, methods used to determine spill flow rate and volume estimates, names of people responding, etc. The on-call duty employee is also required to provide photographs of the sewer spill, complete the attached Spill (Field Form) (see Appendix C) and turn it in to the appropriate Supervisor. The on-call supervisor shall review and complete the form entirely. REVISION 2.0 (4/23) 11 CATEGORY 1 SPILL REPORTING: Category 1 Spills include: A spill of sewage of any volume from or caused by an results in a discharge to: A surface water including a surface water body that contains no flow or volume of water; or A drainage conveyance system that discharges to surface waters when the sewage is not fully captured and returned to the sanitary sewer system or disposed of properly. Any spill volume not recovered from a drainage conveyance system is considered a discharge to surface water, unless the drainage conveyance system discharges to a dedicated stormwater infiltration basin or facility (e.g., infiltration pit, percolation pond). A spill from an Enrollee-owned and/or operated lateral that discharges to a surface water. Reporting Reporting for all Category 1 Spills shall be made by the on-call duty water supervisor/crew leader person and shall be handled as follows: 1. If the Category 1 Spill, contact the California Office of Emergency Services (Cal OES) at 1-(800) 852-7550 WITHIN 2 HOURS after becoming aware of the spill and wait on the phone for a control number. Cal OES will make a report and fax it to the Regional Water Quality Control Board (RWQCB). Cal OES will provide a Control Number, be sure to record this number for spill reporting purposes. If the spill is very large or hazardous, Cal OES will contact RWQCB and County Health Care Agency (HCA) personnel. 2. For all Category 1 Spills, contact the Citys NPDES Manager (Craig Foster) at (714) 397-0759. The spill must be documented as part of NPDES Permit requirements. The NPDES Manager may also be able to assist with spill response and contractor cleanup. 3. Submit a draft report within 3 business days of becoming aware of the spill and certify within 15 calendar days of spill end date. Enter data into the CIWQS Online spill Database (http://ciwqs.waterboards.ca.gov/). 4. Category 1 sewer spill certification will be perfor Responsible Officer (LRO). CATEGORY 2 SPILL REPORTING: Category 2 Spills are: 1,000 gallons or greater which: REVISION 2.0 (4/23) 12 o Does not reach surface water. o Enters a drainage conveyance system but is fully recovered and returned to the sanitary sewer system. Reporting Reporting for all Category 2 spills shall be made by the on-call duty employee, water maintenance supervisor, and or water maintenance crew leader and shall be handled as follows: 1. Call the Environmental Health Division of the Orange County Health Care Agency (OCHCA). During working hours, call OCHCA directly at (714) 433- 6419. After working hours and on the weekends, notify OCHCA by calling Orange County Control One (available 24 hours) at (714) 628-7008. 2. If the spill reached a City storm drain, contact the Citys NPDES Manager (Craig Foster) at (714) 397-0759. The spill must be documented as part of NPDES Permit requirements. The NPDES Manager may also be able to assist with spill response and contractor cleanup. 3. Submit a draft report within 3 business days of becoming aware of the spill and certify within 15 calendar days of spill end date. Enter data into the CIWQS Online Spill Database (http://ciwqs.waterboards.ca.gov/). 4. Category 2 sewer spill certification will be performed by the Responsible Officer (LRO). CATEGORY 3 SPILL REPORTING: Category 3 spills are: Greater than 50 gallons and less than 1,000 gallons which: o Does not reach a surface water o Enters a drainage conveyance system but is fully recovered and returned to the sanitary sewer system . Reporting Reporting for all Category 3 spills shall be made by the on-call duty employee, water maintenance supervisor, and or water maintenance crew leader and shall be handled as follows: 1. Call the Environmental Health Division of the Orange County Health Care Agency (OCHCA). During working hours, call OCHCA directly at (714) 433- 6419. After working hours and on the weekends, notify OCHCA by calling Orange County Control One (available 24 hours) at (714) 628-7008. REVISION 2.0 (4/23) 13 2.If the spill reached a City stormdrain, contact the Citys NPDES Manager (Craig Foster) at (714) 397-0759. The spill must be documented as part of NPDES Permit requirements. The NPDES Manager may also be able to assist with spill response and contractor cleanup. 3. Category 3 spills must be reported and certified through the California Integrated Water Quality System (CIWQS) within 30 days after the end of the calendar month in which the spill occurred. 4. Category 3 sewer spill certification wi Responsible Officer (LRO). CATEGORY 4 SPILL REPORTING: Category 4 spills are: Less than 50 gallons which: o Does not reach a surface water. o Enters a drainage conveyance system but is fully recovered and returned to the sanitary sewer system. Reporting Reporting for all Category 4 spills shall be made by the on-call duty employee, water maintenance supervisor, and or water maintenance crew leader and shall be handled as follows: 1. Call the Environmental Health Division of the Orange County Health Care Agency (OCHCA). During working hours, call OCHCA directly at (714) 433- 6419. After working hours and on the weekends, notify OCHCA by calling Orange County Control One (available 24 hours) at (714) 628-7008. 2. If the spill reached a City storm drain, contact the Citys NPDES Manager (Craig Foster) at (714) 397-0759. The spill must be documented as part of NPDES Permit requirements. The NPDES Manager may also be able to assist with spill response and contractor cleanup. 3. Category 4 spill volume and number estimate must be reported and certified monthly through the California Integrated Water Quality System (CIWQS) within 30 days after the end of the calendar month in which the spill occurred. 4. Category 4 spills must be reported and certified through the California st Integrated Water Quality System (CIWQS) by February 1 after the end of the calendar year in which the spill occurred. 5. Category 4 Responsible Officer (LRO). REVISION 2.0 (4/23) 14 LATERAL SPILL REPORTING: Lateral spills are: Any spills originating from privately owned or operated laterals. Does not reach a surface water. Reporting Reporting for all Lateral spills shall be made by the on-call duty employee, water maintenance supervisor, and or water maintenance crew leader and shall be handled as follows: 1. Contact Orange County Health Care Agency at (714) 433-6419 as described above within 2 hours after containing the spill. 2. If the spill reached a City storm drain, contact the Citys NPDES Manager (Craig Foster) at (714) 397-0759. The spill must be documented as part of NPDES Permit requirements. The NPDES Manager may also be able to assist with spill response and contractor cleanup. 3. - reported and certified monthly through the California Integrated Water Quality System (CIWQS) within 30 days after the end of the calendar month in which the spill occurred. 4. Lateral spills must be reported and certified through the California Integrated Water st Quality System (CIWQS) by February 1 after the end of the calendar year in which the spill occurred. 5. lly Responsible Officer (LRO). SPILL TECHNICAL REPORT: Submit within 45 calendar days after the end of any Category 1 Spill in which 50,000 gallons or greater are spilled to surface waters. 1. Conduct water quality sampling within 18 hours after initial spill notification for Category 1 Spills in which 50,000 gallons or greater are spilled to surface waters. : Statement certifying that no spills occurred within 30 calendar days of the end of the month in which no spills occurred. REVISION 2.0 (4/23) 15 All spills must be cleaned up. Affected areas shall be washed down and the wash water vacuumed and disposed of into the sewerand or hauled off to an appropriate waste facility (i.e.: Orange County Sanitation District, OCSD). For large spills requiring additional equipment and manpower, the contract pumping company listed below can provide these services. Wet berm material, sandbags, etc. must be removed and disposed of properly. Call the appropriate Supervisor for direction and support. The on-call Supervisor/Crew Leader will direct any special requirements for spill cleanup, such as disinfection. Do not apply disinfectant until directed to do so by the on-call Supervisor/Crew Leader. All water used to disinfect shall be vacuumed and disposed of into the sewer and or hauled off to an appropriate waste facility. (i.e., Orange County Sanitation District, OCSD). EMERGENCY CLEAN UP CONTRACTORS The following contractor may be contacted to provide assistance with spill containment and cleanup: o Houston Harris, PCS at (909) 721-1756 The contractor will provide vacuum trucks and other equipment as needed in emergency situations. They can also assist with clean up and disinfection of contaminated and affected spill areas. They are available for emergencies and on special situations at any time. Contact the on-call supervisor and or crew leader for assistance prior to calling the emergency contractors. Orange County Environmental Management Agency (OCEMA) The OCEMA is divided into a public works section and a water pollution section. Both sections provide access to OCEMA flood and road facilities, but each section has its own particular responsibilities. The Public Works section of OCEMA provides equipment and crews as requested for emergency containment of water and waste. This section also provides detailed information regarding OCEMA flood control and road facilities. The OCEMA Water Pollution section provides information regarding flood control and storm drain systems, and advice regarding characteristics of pollutants, containment measures and cleanup procedures. This section also provides some chemical analysis capabilities for water and waste, directs and monitors cleanup activities where OCEMA jurisdiction and facilities are involved, and provides access to rainfall and other weather data from the ALERT Flood Warning Network. REVISION 2.0 (4/23) 16 To contact either OCEMA section, call Orange County Control One (available 24 hours) at (714) 628-7008 and inform them of the type of assistance that is needed. Orange County Sanitation District (OCSD) OCSD should be contacted whenever a spill involves an OCSD trunk sewer facility. They may provide assistance with vactor trucks and other equipment in emergency situations after attempts to use contract services prove unsuccessful. Contact OCSD at (714) 962- 2411. City of Santa Ana NPDES Program The City of Santa Ana owns and operates a Municipal Separate Storm Sewer System (MS4) and is a co-permittee under the North Orange County Municipal NPDES Permit (order No. R8-2009-0030 as amended by Order No R8-2010-0062). The Permit requires the City to control the discharge of pollutants and respond to spills. The Permit also requires the City to report all sewage spills >1,000 gallons to the Regional Water Board within 24-hours. The City of Santa Ana NPDES Program staff should be contacted whenever a spill reaches the storm drain system. Contact Craig Foster, NPDES Manager, at (714) 397- 0759, Samuel Villalobos, Stormwater Coordinator, at (714) 371-7489, or Katrina Traficante, Stormwater Coordinator, at (714) 657-6570. NPDES Program staff must document sewage spills per NPDES Permit requirements and may assist with spill response and contractor cleanup. Refer to Appendix E for a sub watershed drainage map. APPROVED VOLUME CALCULATION METHODS EYEBALL ESTIMATION METHOD (for spills 200 gallons or less) 1. Position yourself so that you have a vantage point where you can see the entire spill. 2. Imagine one or more buckets or barrels of water tipped over. Depending on the size of the spill, select a bucket or barrel size as a frame of reference. 3. Estimate the volume of the sewage spill by comparing it to your knowledge of the appearance of a known quantity of water. 4. If rainfall is a factor in the spill, estimate what amount of the spill is rainwater and subtract that from your initial estimation. PHOTO COMPARISON METHOD 1. Refer to the photos in Appendix C to estimate the flow rate in gpm. 2. Calculate the gallons based on the flow rate and the total length of time of the spill (GPM X Time = Total Gallons) AREA/VOLUME PONDED SEWAGE METHOD REVISION 2.0 (4/23) 17 1.Draw an outline of the spill, and then break the footprint down into recognizable shapes. Then calculate the area of each shape RECTANGLECIRCLETRIANGLE H W E I I D G DIAMETER T H H T LENGTHBASE Rectangle: Area = length X width 2 Circle: Area = 3.14 X Radius Triangle: Area = ½ X (Base X Height) 2.Measure the depth of the liquid in multiple areas to calculate the average depth. 3.Calculate the total volume in gallons. (Area X Depth X 7.48) = Total Gallons MANHOLE COVER FLOW MEASUREMENT 1.Refer to Appendix D for determining volume based on manhole pick holes and vent holes. REVISION 2.0 (4/23)18 Document Revision Log REVISION 2.0 (4/23) 19 The following is a summary of revisions that have been made to this document. Revision Section Description Date By No. Revised 0.0 All Document version 3.0 created 10/12 R. Rosas 1.0 Updated contact information Added Revision Log 2.0 All Updated to comply with 2023 WDR 4/26/2023 Jaime Arias Requirements REVISION 2.0 (4/23) 20 Spill Reporting Guidelines REVISION 2.0 (4/23) 21 Type of Spill Notification Monitoring Reporting Agency to Notify Category 1 - Within two (2) hours Spill-specific monitoring -Draft Report within 3 business days of -COES Spills to Surface of knowledge of a knowledge of spill WatersCategory 1 spill of Water quality sampling -OCHCA 1,000 gallons or of receiving water within -Certified Report within 15 calendar days of greater, discharging 18 hours of initial spill end date -OC Public Works or threatening to knowledge of spill of discharge to surface 50,000 gallons or -Technical Report: certify within 45 calendar -City waters: greater to surface days after end date for any spill 50,000 gal or waters greater discharging to surface waters -CIWQS Sanitary Notify COES and Sewer System obtain a Notification -Amended Report within 90 calendar days Database Control Number after spill end date Category 2 - As soon as practical Spill-specific monitoring -Draft Report within 3 business days of -OCHCA Spills of 1,000 knowledge of spill Gallons or Greater -CIWQS Sanitary That Do Not -Certified Report within 15 calendar days of Sewer System Discharge to spill end date Database Surface Waters -Amended Report within 90 calendar days after spill end date Category 3 - As soon as practical Spill-specific monitoring -Certified Monthly Report within 30 calendar -OCHCA Spills of 50 Gallons days of the end of the month in which the or Greater and Less spills occur -CIWQS Sanitary than 1,000 Gallons Sewer System That Do Not -Amended Report within 90 calendar days Database Discharge to after the Certified Spill Report due date Surface Waters Category 4 - As soon as practical Spill-specific monitoring -Certified "Category 4 Spills" Statement with -OCHCA Spills of Less than an estimate of number and total volume of all 50 Gallons That Do Category 4 spills per month within 30 -CIWQS Sanitary Not Discharge to calendar days of the end of the month in Sewer System Surface Waters which the spills occurred Database -Certified Report of all Category 4 spills by February 1st after the end of the calendar year in which the spills occur. Lateral Spill - As soon as practical Spill-specific monitoring -Certified "Non-Category 1 Lateral Spills" -OCHA Spills from Privately Statement within 30 calendar days of the end Owned and/or of the month in which the spills occurred -Public Works Operated Laterals That Do Not -Certified Report of all private Lateral spills -CIWQS Sanitary Discharge to by February 1st after the end of the calendar Sewer System Surface Waters year in which the spills occur. Database No Spills N/A N/A -Certified "No Spill" Statement within 30 -CIWQS Sanitary calendar days of the end of the month Sewer System Database REVISION 2.0 (4/23) 22 Spill Overflow (Field Form) REVISION 2.0 (04/23) 23 SPILL REPORTING FIELD FORM NOTE: ALL On-Call personnel that are required to respond to sewer spills shall read and understand the complete Sewage Spill Procedures contained in the emergency callout manual. When responding to a sewage spill, the following general procedures should be followed in order: 1. NOTIFY SUPERVISOR AND OR ON CALL SUPERVISOR (IMMEDIATELY) 2. CONTAIN THE SPILL 3. STOP THE SPILL 4. CALL AND REPORT TO APPROPRIATE AUTHORITIES 5. CLEAN UP THE SPILL 6. FIELD REPORTS ON CALL SUPERVISOR SHALL VERIFY AND FILL ALL DATA FOR THE SPILL. BASIC SPILL INFORMATION: 1.) DATE: _____/_____/______ 2.) SPILL LOCATION: __________________________________________________________ Address / Street Intersection Spill Point (MH#, CO, etc.) 3.) TIME SPILL STARTED (If known): _________________ 4) TIME CITY WAS NOTIFIED: ______________ 5.) OPERATOR ARRIVAL TIME: ________________ 6.) PRIVATE PROPERTY (Y OR N): _____________ 7.) SPILL END TIME: _______________________ 8.) ESTIMATED SPILL FLOW RATE: ______________ (gpm) (See Appendix C) (Number of pick holes where water is coming out _______________ Height of water spout out of the MH ________________inches) 9.) ESTIMATED SPILL VOLUME LOST: ___________________ (GAL.) 10.) ESTIMATED SPILL VOLUME RECOVERED: _____________(GAL.) 11.) TOTAL SPILL (VOLUME) (FLOW RATE X MIN):__________________________(GAL.) 12.) SPILL REASON/CAUSE: ______________________________________________________ REVISION 2.0 (04/23) 24 SPILL REPORTING TYPE OF SPILL: _______________________________________ TYPE OF DESCRIPTION AGENCY(S) TO NOTIFICATON TIME SPILLNOTIFY BY PHONE FRAME 1. Spill that has entered a storm drain inlet 1. Cal OES 1. Within 2 Hours Category 1 or channel and not recovered 2. OC Public Works 2. Immediate 3. Santa Ana NPDES 3. Immediate 2. Spill that is greater less than 1,000 1. OCHCA 1. Within 2 Hours Category 2 gallons and has been contained prior to 2. Santa Ana NPDES 2. Immediate reaching a storm drain or channel or fully recovered from storm drain 3. Spill that is less than 1,000 gallons and 1. OCHCA 1. Within 2 Hours Category 3 has been contained prior to reaching a 2. Santa Ana NPDES 2. Immediate storm drain or channel or fully recovered from storm drain 4. Any spill that originates on private 1. OCHCA 1. Within 2 Hours Private property 2. Santa Ana NPDES 2. Immediate Lateral NOTIFICATION LIST PERSON TIME DATE INITIALS Agency Normal Hours After Hours CONTACTED OCHCA (Health Care (714) 433-6419 (714) 628-7008 Agency) OC (714) 955-0600 (714) 628-7008 Public Works Santa (714) 647-5659 (714) 397-0759 Ana NPDES (800) 852-7550 (800) 852-7550 Cal OES Cal OES Control Number (if Category 1 and greater than 1,000 gal): OPERATOR/MAINTENANCE PERSON RESPONDING TO SPILL: _________________________ ________________________________ ___________________________________ ________________ (Name) (Signature) (Date) REVISION 2.0 (04/23) 25 THE FOLLOWING IS TO BE COMPLETED BY THE ON-CALL SUPERVISOR SPILL CERTIFICATION Did the sewer spill enter a storm drain pipe (Y or N) ______________________ Location of storm drain pipe ________________________________________ Was the sewer spill fully recovered and returned to the sanitary sewer system or disposed of properly (Y or N) ____________________ Did Sewer Spill enter a drainage channel and/or surface water (Y or N) ___________________ (EX: Creek, River, or Ocean) Name & location of drainage channel and/or surface water ____________________________ Was Cal OES Contacted (for Category 1 and greater than 1,000 gallons) (Y or N) __________ Cal OES Control Number __________________________________ Was Santa Ana NPDES Contacted (for all Category 1 and sewer spills that enter the storm drain) (Y or N) ________________ NAME OF ON-CALL SUPERVISOR ______________________________________ SIGNED: ________________________________ DATE: ____/____/____ (On-Call Supervisor) (MM/DD/YY) REVISION 2.0 (04/23) 26 POST SEWER SPILL INVESTIGATION Spill Date: ______________________ Spill Location:___________________________ Spill Type: Spill Category: __________________________ Private Public Post- Spill (Work Plan): __________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ Existing Sewer Video (Y/N):_____________________ Spill Cause/Reason (findings): __________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ Corrective Measures (Check Applicable Box): InfraMAP (Add Spill) FOG Program (Enforcement) Pipe (Spot Replacement) M.H. Rehabilitation Other (Specify) Monitoring (Smart Cover) ____________________________________ Root Control (Foam) ____________________________________ Pipe Lining ____________________________________ Closed Circuit Television (CCTV) REVISION 2.0 (04/23) 27 (Volume Estimation Examples) REVISION 2.0 (04/23) 28 Collection System Collaborative Benchmarking Group Best Practices for Sanitary Sewer Overflow (SSO) Prevention and Response Plan Attachment D - Sample Templates for SSO Volume Estimation TABLE 'A' ESTIMATED SSO FLOW OUT OF M/H WITH COVER IN PLACE 24" COVER36" COVER Height ofMin. SewerHeight ofMin. Sewer spout aboveS S O FLOWsize in whichspout aboveS S O FLOWsize in which M/H rimthese flowsM/H rimthese flows QQ in gpmin MGDin gpmin MGD in inchesare possiblein inchesare possible HH 1/410.001 1/410.002 1/230.004 1/240.006 3/460.008 3/480.012 190.0131130.019 1 1/4120.0181 1/4180.026 1 1/2160.0241 1/2240.035 1 3/4210.0301 3/4310.044 2250.0372370.054 2 1/4310.0452 1/4450.065 2 1/2380.0542 1/2550.079 2 3/4450.0652 3/4660.095 3540.0773780.113 3 1/4640.0923 1/4930.134 3 1/2750.1073 1/21090.157 3 3/4870.1253 3/41270.183 41000.14541470.211 4 1/41150.1664 1/41690.243 4 1/21310.1894 1/21920.276 4 3/41480.2144 3/42170.3126" 51660.24052430.350 5 1/41850.2665 1/42700.389 5 1/22040.2945 1/22990.430 5 3/42240.3226"5 3/43270.471 62440.35263570.514 6 1/42650.3826 1/43870.5588" 6 1/22860.4126 1/24190.603 6 3/43080.4446 3/44510.649 73310.47674830.696 7 1/43540.5097 1/45170.744 7 1/23770.5437 1/25510.794 7 3/44010.5788"7 3/45870.84510" 84260.61386220.896 8 1/44510.6498 1/46590.949 8 1/24760.6868 1/26971.003 8 3/45020.7238 3/47341.057 95290.76197731.113 Disclaimer: This sanitary sewer overflow table was developed by Ed Euyen, Civil Engineer, P.E. No. 33955, California, for County Sanitation District 1. This table is provided as an example. Other Agencies may want to develop their own estimating tables. Collection System Collaborative Benchmarking Group Best Practices for Sanitary Sewer Overflow (SSO) Prevention and Response Plan The formula used to develop Table A measures the maximum height of the water coming out of the maintenance hole above the rim. The formula was taken from hydraulics and its application by A.H. Gibson (Constable & Co. Limited). Example Overflow Estimation: The maintenance hole cover is unseated and slightly elevated on a 24Ñ casting. The maximum height of the discharge above the rim is 5 ¼ inches. According to Table A, these conditions would yield an SSO of 185 gallons per minute. FLOW OUT OF M/H WITH COVER IN PLACE Height to be measured This sanitary sewer overflow drawing was developed by Debbie Myers, Principal Engineering Technician, for Ed Euyen, Civil Engineer, P.E. No. 33955, California, of County Sanitation District 1. Collection System Collaborative Benchmarking Group Best Practices for Sanitary Sewer Overflow (SSO) Prevention and Response Plan TABLE 'B' ESTIMATED SSO FLOW OUT OF M/H WITH COVER REMOVED 24" FRAME36" FRAME WaterMin. SewerWaterMin. Sewer Height aboveS S O FLOWsize in whichHeight aboveS S O FLOWsize in which M/H framethese flowsM/H framethese flows QQ in inchesin gpmin MGDare possiblein inchesin gpmin MGDare possible HH 1/8280.04 1/8490.07 1/4620.09 1/41110.16 3/81110.16 3/81870.276" 1/21600.23 1/22710.39 5/82150.316" 5/83610.528" 3/43540.518" 3/44580.66 7/85690.8210" 7/85560.810" 17991.1512"16600.9512" 1 1/81,0351.491 1/81,0351.49 1 1/41,3401.9315"1 1/41,4862.1415" 1 3/81,6602.391 3/81,9512.81 1 1/21,9862.861 1/22,4243.4918" 1 5/82,3963.4518"1 5/82,9034.18 1 3/42,7994.031 3/43,3824.87 1 7/83,1324.511 7/83,9175.6421" 23,4444.9621"24,4586.42 2 1/83,7505.42 1/85,0007.224" 2 1/43,9865.742 1/45,5568 2 3/84,2156.072 3/86,1188.81 2 1/24,4376.392 1/26,7649.74 2 5/84,5696.5824"2 5/87,40310.66 2 3/44,6876.752 3/47,97211.4830" 2 7/84,7996.912 7/88,52112.27 34,9107.0739,06213.05 3 1/89,60413.83 3 1/410,13914.6 3 3/810,62515.336" 3 1/211,09715.98 3 5/811,56916.66 3 3/412,03517.33 3 7/812,48617.98 412,86118.52 4 1/813,07618.83 4 1/413,28519.13 4 3/813,48619.42 Disclaimer: This sanitary sewer overflow table was developed by Ed Euyen, Civil Engineer, P.E. No. 33955, California, for County Sanitation District 1. This table is provided as an example. Other Agencies may want to develop their own estimating tables. Collection System Collaborative Benchmarking Group Best Practices for Sanitary Sewer Overflow (SSO) Prevention and Response Plan The formula used to develop Table B for estimating SSOÓs out of maintenance holes without covers is based on discharge over curved weir -- bell mouth spillways for 2Ñ to 12Ñ diameter pipes. The formula was taken from hydraulics and its application by A.H. Gibson (Constable & Co. Limited). Example Overflow Estimation: The maintenance hole cover is off and the flow coming out of a 36Ñ frame maintenance hole at one inch (1Ñ) height will be approximately 660 gallons per minute. FLOW OUT OF M/H WITH COVER REMOVED (TABLE "B") Height to be measured This sanitary sewer overflow drawing was developed by Debbie Myers, Principal Engineering Technician, for Ed Euyen, Civil Engineer, P.E. No. 33955, California, of County Sanitation District 1. Collection System Collaborative Benchmarking Group Best Practices for Sanitary Sewer Overflow (SSO) Prevention and Response Plan TABLE 'C' ESTIMATED SSO FLOW OUT OF M/H PICK HOLE Height ofSSOHeight ofSSO spout aboveFLOWspout aboveFLOW M/H coverM/H cover QQ in inchesin gpmin inchesin gpm HH 1/81.05 1/86.2 1/41.45 1/46.3 3/81.75 3/86.3 1/21.95 1/26.4 5/82.25 5/86.5 3/42.45 3/46.6 7/82.65 7/86.6 12.766.7 1 1/82.96 1/86.8 1 1/43.16 1/46.8 1 3/83.26 3/86.9Unrestrained 1 1/23.46 1/27.0M/H cover will 1 5/83.56 5/87.0start to lift 1 3/43.66 3/47.1 1 7/83.76 7/87.2 23.977.2 2 1/84.07 1/87.3 2 1/44.17 1/47.4 2 3/84.27 3/87.4 2 1/24.37 1/27.5 2 5/84.47 5/87.6 2 3/44.57 3/47.6 2 7/84.67 7/87.7 34.787.7 3 1/84.88 1/87.8 3 1/44.98 1/47.9 3 3/85.08 3/87.9 3 1/25.18 1/28.0 3 5/85.28 5/88.0 3 3/45.38 3/48.1 3 7/85.48 7/88.1 45.598.2 4 1/85.69 1/88.3 4 1/45.69 1/48.3 4 3/85.79 3/88.4 4 1/25.89 1/28.4 4 5/85.99 5/88.5 4 3/46.09 3/48.5 4 7/86.09 7/88.6 56.1108.7 Note: This chart is based on a 7/8 inch diameter pick hole Disclaimer: This sanitary sewer overflow table was developed by Ed Euyen, Civil Engineer, P.E. No. 33955, California, for County Sanitation District 1. This table is provided as an example. Other Agencies may want to develop their own estimating tables. Collection System Collaborative Benchmarking Group Best Practices for Sanitary Sewer Overflow (SSO) Prevention and Response Plan The formula used to develop Table C is Q=CcVA, where Q is equal to the quantity of the flow in gallons per minute, Cc is equal to the coefficient of contraction (.63), V is equal to the velocity of the overflow, and A is equal to the 2 area of the pick hole. If all units are in feet, the quantity will be calculated in cubic feet per second, which when multiplied by 448.8 will give the answer in gallons per minute. (One cubic foot per second is equal to 448.8 gallons per minute, hence this conversion method). Example Overflow Estimation: The maintenance hole cover is in place and the height of water coming out of the pick hole seven-eighths of an inch in diameter (7/8") is 3 inches (3Ñ). This will produce an SSO flow of approximately 4.7 gallons per minute. FLOW OUT OF VENT OR PICK HOLE (TABLE "C") Height to be measured This sanitary sewer overflow drawing was developed by Debbie Myers, Principal Engineering Technician, for Ed Euyen, Civil Engineer, P.E. No. 33955, California, of County Sanitation District 1. 2 Velocity for the purposes of this formula is calculated by using the formula h = v squared / 2G, where h is equal to the height of the overflow, v is equal to velocity, and G is equal to the acceleration of gravity. Collection System Collaborative Benchmarking Group Best Practices for Sanitary Sewer Overflow (SSO) Prevention and Response Plan Flow Estimation Pictures (Drainage Map) REVISION 2.0 (04/23) 29 PART II -THE CODE Chapter 39 WATER AND SEWERS Chapter 39 WATER AND SEWERS 1 ARTICLE I. IN GENERAL Sec. 39-1. Water and sewer service outside city limit. Except as provided by this chapter, no water or sewer service shall be made with the water or the sewer systems of the city for the rendering of service in any area not within the city limits, and no service to any area within the city limits shall provide water or sewer service to any area outside of the city limits, even though such areas outside the city limits may stand of record as owned by the same person or persons receiving water or sewer service on adjacent land within the city limits. The record owner of any parcel of land adjacent to the city's boundaries who desires to obtain water or sewer service shall make a request to the director of public works for such service and agree to execute with the city a legally binding agreement or contract in compliance with all conditions of water and sewer service in this chapter, California Government Code section 56133, and the rules of the Orange County Local Agency Formation Commission. Parcels adjacent to the city's boundaries that are being served by the city water or sewer systems at the time of adoption of this ordinance shall, by December 31, 2018, request and execute with the city a similarly compliant agreement for continued service. Failure to complete a water or sewer service agreement may result in the discontinuation of the sewer or water service. (Ord. No. NS-2921, 3, 8-1-17) Sec. 39-2. Water and sewer systems development impact fees. Development impact fee(s) shall be imposed on development project(s) that require water and or sewer facilities necessary to accommodate growth resulting from the development(s). Development impact fee(s) may be established by ordinance or resolution of the city council in compliance with California Government Code section 66000 et seq. (Ord. No. NS-2921, 3, 8-1-17) Sec. 39-3. Water and sewer systems design standards. (a) All water system distribution, storage, and treatment system components, combined as one (1) functional unit or system or individually, regardless of ownership and location, that connect to the city's domestic water system, directly or indirectly, shall be designed, constructed, and inspected in accordance with this Code, the city standard plans, the latest edition of the Standard Specifications for Public Works Construction (Green Book), the American Water Works Association Standards, and the California Waterworks Standards. (b) All sewer mains, laterals, manholes, lift stations, and other sewer system appurtenances, regardless of location and ownership, that connect to the city's sewer collection system, directly or indirectly, shall be 1 Ord. No. NS-2921, 2, adopted August 1, 2017, repealed art. I, §§ 39-139-3, in its entirety; and § 3 enacted a new art. I, to read as set out herein. Former art. I pertained to similar subject matter, and was derived from Code 1952, §§ 75047506; Ord. No. NS-465, § 1, 9-6-60 and Ord. No. NS-505, § 1, adopted February 20, 1961. Santa Ana, California, Code of Ordinances #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 1 of 54 designed, constructed, and inspected in accordance with this Code, the city standard plans, and the latest edition of the Standard Specifications for Public Works Construction (Green Book). (Ord. No. NS-2921, 3, 8-1-17) Sec. 39-4. Charges, fees, and deposits. All charges, fees, and deposits in this chapter shall be adjusted from time to time and established by the city council by resolution and as applicable shall be specified by the city's miscellaneous fee schedule. (Ord. No. NS-2921, 3, 8-1-17) Sec. 39-5. Private water and sewer lines. (a) Water distribution lines and sewer collection lines constructed in private streets or in local streets not meeting the design criteria established by the director of public works shall be designated as private lines. It is the sole responsibility of the owner to operate and maintain the private water distribution lines, including without limitation all routine and emergency repairs, operation, and upkeep of all above ground appurtenances and underground valves, fittings, pipes, and service connections up to and including the meter curb stop. It is the sole responsibility of the owner to operate and maintain the private sewer collection lines, including without limitation all routine and emergency repairs, operation, and upkeep of sewer manholes and sewerage lift pumps. (b) The private line owner's responsibility starts at the property line of the development served. Before construction, engineering plans for the construction of private lines must be submitted to the public works agency and the planning and building agency for review and approval in a manner consistent with the city's water and sewer systems design standards as described in section 39-3. Private water lines not constructed in conformance with these standards will be declared unapproved water systems requiring a higher degree of protection against cross-connection. Looped water lines must be protected against backflow at each connection to the city's public water system. (c) Any modifications to private lines and their appurtenances shall be performed in accordance with the city's standard plans and the California Waterworks Standards. This includes without limitation the renewal, addition, or removal of service connections. All work must be permitted by the public works agency and the planning and building agency. Private water lines with non-conforming modifications will be declared unapproved water systems requiring a higher degree of protection against cross-connection than a reduced pressure principle assembly. Upon completion of the project, and prior to gaining occupancy permits to any of the units served with water and sewer, as-built plans stamped by an engineer licensed by the state must be submitted and approved by the public works agency. (d) The city shall require the installation of a water meter in accordance with section 39-23(b) on every service connection to each dwelling unit, irrigation system, common area amenity, and individual commercial unit tapped from the private water line. The city will be responsible for the maintenance of the water meters, including meter reading, meter testing, meter repair, and replacement. To maintain, inspect, test, and read the public water meters, both an access easement to the development and a maintenance easement, confined to the water service meter box, shall be granted to the city by the private property served. (e) The allowance or permitting by the city of private water lines shall not in any way authorize the owner or private entity to resell water for profit within the city. (Ord. No. NS-2921, 3, 8-1-17) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 2 of 54 Secs. 39-639-14. Reserved. 2 ARTICLE II. WATER Sec. 39-15. Definitions. As used in this article: Afterhours means that period of time allotted by the finance director for the performance of unscheduled water service turn on or turn off, occurring after the regularly established hours for the performance of scheduled water service turn on or turn off, as set by the director of finance. Agency means public works agency, City of Santa Ana. Applicant means an individual, partnership, association, corporation, receivership, trust, trusteeship, or agency of government, or other legal entity recognized by the laws of the state or of the United States applying for water service. Backflow preventer means an approved device or means to prevent backflow into the city's potable water system. Common area amenities means areas within residential, commercial, or industrial developments for the common use of residents or workers managed by the owner or his agent, including but not limited to, rental offices, club houses, picnic areas, drinking fountains or filling stations, exercise rooms, and swimming pools. City means the City of Santa Ana. Cost means charges and/or fees which include the cost to the city of labor, materials, equipment, and overhead. Customer means an individual, partnership, association, corporation, receivership, trust, trusteeship, or an agency of government or other legal entity recognized by the laws of the state or of the United States receiving water service. Date of presentation means the date upon which a bill or notice is mailed to the customer at their mailing address of record, or in the event that a customer has signed up for electronic billing, the date upon which electronic notice is given to the customer at their electronic mailing address of record. Director of finance or finance director means the chief administrative officer of the department of finance and management services or his authorized designee. 2 Ord. No. NS-2921, 4, adopted August 1, 2017, repealed art. II, §§ 39-1539-46, in its entirety; and § 5 enacted a new art. II, to read as set out herein. Former art. II pertained to similar subject material, and was derived from Code 1952, §§ 74007416, 7418, 7419; Ord. No. NS-936, § 2, adopted September 16, 1968; Ord. No. NS-1084, § 1, adopted June 21, 1971; Ord. No. NS-1238, § 1, adopted November 18, 1974; Ord. No. NS-1624, § 1, adopted April 5, 1982; Ord. No. NS-2005, § 1, adopted May 1, 1989; Ord. No. NS-2045, §§ 111, adopted December 4, 1989; Ord. No. NS-2233, § 1, adopted September 19, 1994. Cross reference(s)Water pollution control, § 18-151 et seq.; draining water onto streets, abandoned wells to be capped, 10-1, § 18-17. State law reference(s)For powers of city respecting water supply, see § 38742, Gov. Code. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 3 of 54 Director of public works means the chief administrative officer of the public works agency, City of Santa Ana, or his authorized designee. Department of public works or public works department means the public works agency. Department of finance or finance department means the finance and management services agency. Fee means the amount established by resolution of the city council which is intended solely to cover the reasonable administrative costs (time, materials, overhead) incurred in performing any specified act on behalf of any person or at any person's request for which said person shall be liable. Gender pronouns: The masculine includes the feminine and neutral genders. Greywater means untreated wastewater that has not been contaminated by any toilet discharge; has not been affected by infectious, contaminated, or unhealthy bodily wastes; and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. Greywater includes, but is not limited to, wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines, and laundry tubs, but does not include wastewater from kitchen sinks or dishwashers, or as otherwise defined by the California Health and Safety Code. Main means the distribution pipe line located in a street, highway, public easement, or private right-of-way which is used to serve the general public. Master meter means a meter, read by the city, that measures water usage for an entire property or structure, which may include common areas. Meter means any suitable water measuring device or facility which measures or determines the volumetric flow of water. Multi-family dwelling/accommodation means an apartment building, apartment house, condominium complex, or any other group of residential units located upon a single premises, including mobile home parks, providing the residential units therein meet the requirements for a single family accommodation. Hotels or motels consisting primarily of guest rooms and/or transient accommodations are not classified as multifamily accommodations. Municipal utility services account/billing statement means the consolidated account and/or billing statement to which refuse service charges, sanitation service charges, sewerage service charges and other sewerage related charges and fees, water commodity consumption charges, and other related water service charges and fees (including fire line service charges), together with corresponding penalties, as applicable, shall accrue and/or are stated. Parcel means a division of land as shown in the Orange County Assessor's Book. Person means an individual, partnership, association, corporation or an agency of any governmental organization, receivership, trust, trusteeship, or other legal entity recognized by the laws of the state or of the United States. Premises or service address means the integral property or area, including improvements thereon, to which water service is provided or for which an application for water service is filed. Private fire protection service means provision of stand-by readiness to serve water to premises through a separate fire service line connection for fire protection only, such fire service lines to be connected to automatic sprinkling system, hose attachments, or hydrants. Property owner or owner means the record owner of real property, as shown on the most recently issued equalized assessment roll. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 4 of 54 Recycled water means treated wastewater supplied by Orange County Water District from the Green Acres Project, or treated wastewater of comparable quality from such other water recycling system as the city shall designate. Service area means all area within the city limits and the area served outside the city limits. Service charge or service related charge shall mean any commodity consumption cost, whether measured by consumption or volume or whether applied as a pass-through adjustment rate, or any fixed amount or variable schedule of amounts authorized herein or authorized elsewhere in this chapter or Code relating to refuse, sanitation, sewerage, and water (including fire line service), as established by resolution of the city council. Submeter means a device that measures water consumption of an individual unit within a multiunit residential structure or mixed-use residential and commercial structure, and that is owned and operated by the owner of the structure or the owner's agent. Temporary service means a water service through a city-owned fire hydrant for special outdoor events, fairs, construction work, irrigation of vacant property, and similar uses which, because of their nature, will not be permanent. Tenant improvement means changes made to the interior and exterior of a commercial or industrial property to accommodate the needs of tenants, including but not limited to, partitions, air conditioning, electrical, plumbing, fire protection, and security. Theft of water means the taking of water from any city water main, hydrant, service, or facility without a meter or the written permission of the city in the form of a permit or application as provided for in the provisions of this article. Unit of water means one hundred (100) cubic feet. Water facilities means water distribution and treatment components, individually or as a whole, operating to provide storage, flow, and pressurized domestic water. The following components make up water facilities: wells, reservoirs, pipelines, system valves, control valves, fire hydrants, interties, disinfection treatment, instrumentation and controls, power distribution, and supervisory control and data acquisition system. Water service means the tapping connection, pipe, valves, and other facilities by means of which water is conducted from the main water line, whether public or privately owned, to the meter. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-16. Application for turning on water and transfer of responsibility. (a) Procedures; registration fee. An application to have water turned on or to transfer responsibility for water charges shall be made to the finance department of the city in conformance with the procedures established by the director of finance. A "registration fee" for the administrative cost therefore shall be made; provided, however, that the reversion of responsibility for water charges from a tenant to a previously registered property owner or other customer possessing the legal right to act as a lessor, at the time of the termination of such tenant's tenancy, shall not constitute a new application for turning on water or transfer of responsibility for water charges and shall not be subject to the "registration fee." (b) Transfer of responsibility. Within the meaning of this chapter, a transfer of responsibility for water charges occurs when any of the following conditions are met: (1) The owner or other customer possessing the legal right to act as a lessor, or his authorized agent, informs the department of finance that a tenant has assumed lawful control of the property or premises or that there has been a change of lawful tenants; alternatively, the initial tenant or a new #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 5 of 54 incoming tenant informs the department of finance that they have assumed lawful control of the property or premises. (2) A lease or other rental agreement (signed by the owner or his authorized agent) is provided, clearly specifying that the named tenant shall be responsible for municipal utility services in tenant's own name. A triple-net lease or other written agreement obligating a tenant to pay charges for water services and other municipal utility services provided to the property or premises in the name of the owner or lessor shall not constitute a transfer in responsibility, and liability for the payment of water charges shall be deemed to remain with the owner or lessor. (c) Deposit. Each applicant, except for the property owner of record, shall make a water service deposit at the time of making an application for turning on water or transfer of responsibility in an amount as set forth by resolution of the city council. The deposit may be refunded or applied as an account credit if and when all municipal utility services account bills rendered have been paid before their delinquent date for a period of one (1) year. (d) In the event occupant(s) of any property or premises having registered a municipal utility services account and transferred municipal utility services into their own name as tenant(s), pursuant to a lease or other rental agreement (signed by the owner or his authorized agent) clearly specifying that the named tenant(s) shall be responsible for municipal utility services in tenant(s)' own name, thereafter quit or otherwise vacate the premises, then responsibility for future charges shall revert to the municipal utility services account of the property owner. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-17. Applications for new water service and change in service size or relocation. (a) Any person desiring to request a new water service or change the size or location of an existing water service shall make application to the agency for such addition or change. The agency, if in its judgment determines that the change in service size or location is advisable, will issue a permit authorizing the change. The agency reserves the right to make the final determination of the size of the service connection and its location. An applicant requesting the new water service or requesting the change in service size or location shall be liable for all costs. New locations and changes of the location or the size of water service must be built to city specifications by a private contractor, to be hired by applicant and inspected by city. (b) Meters for new water service, resized service, or relocated service shall be installed by the city. Fees for the service application, meter and installation shall be payable in advance prior to issuance of an occupancy permit. (c) The city shall furnish the meters. (d) The material used for the installation of new water service or change of the size or the location of water service shall conform to the water system design standards in accordance with section 39-3(a). (e) Before new water service will be permitted by the city, the customer shall obtain any approval of facilities furnished or installed by customer, which may be required by the planning and building agency or the Orange County Fire Authority or any other authority whose approval is required by law. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-18. Facilities declared property of city; cost of repairs. All facilities, including but not limited to water meters, meter boxes, fire hydrants and fittings installed by the city, shall remain at all times the property of the city. Where replacements, repairs, or adjustments of any facility #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 6 of 54 are rendered necessary by the act, omission, or negligence of the customer or of any person occupying the premises with the consent of the customer, any expense incurred by the city shall be charged against and collected from the customer. If the customer fails to pay such fees, the water may be shut off until such fees are paid. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-19. Water rates, service charges, fees and costs. (a) Water commodity consumption and service charges. (1) Commodity charges. Quantitative consumption rates shall be charged in the amount which the city council shall establish by resolution and in accordance with applicable law. (2) Basic service charges. Charges shall be made for services rendered to provide and maintain a potable water supply and to provide standby readiness in the amounts established by and for the purposes described in the resolution adopted by the city council and in accordance with applicable law. (3) Multi-family per unit charge. Basic service charges shall be applied to developments that meet the definition of multi-family dwelling/accommodation where the individual units are not individually metered by the city. (4) Private fire service protection charge (fire line charge). A charge shall be made for the service rendered to provide readiness to deliver relatively large quantities of water for short periods of time for on-site private fire protection and suppression systems in the amounts established by and for the purposes described in the resolution adopted by the city council and in accordance with applicable law. (b) Fees to establish water service. All applicants, prior to connecting to a water main or prior to an increase in size of an existing water meter or service, shall apply and obtain a permit to do so and pay the following fees in amounts as established by resolution of the city council. (1) New water service application fee see section 39-17. (2) Water meter cost and installation fee see section 39-17. (c) City is authorized to charge/levy the following administrative and other fees and deposits in an amount established by resolution of the city council: (1) Meter turn on or meter turn off fee during weekdays for new water turn on services and delinquent accounts see section 39-20(e). (2) Afterhours turn on or turn off fee during afterhours and holidays for new water turn on services and delinquent accounts when requested by customer see section 39-20(e). (3) Special investigation/meter reread fee when requested by customer or when meter was inaccessible at the time the routine meter read was attempted by the city see section 39-20(c). (4) Meter removal fee or meter resetting fee (to re-install meter when meter was removed for non- payment or for violation of this Code) see section 39-20(e). (5) Meter test fee (when requested by customer) see section 39-21(a). (6) Temporary construction meter deposit see section 39-24. (7) Temporary construction meter daily rental fee see section 39-24. (8) Field collection fee see section 39-20(j). (9) Return payment service fee see section 39-20(m). (10) Fire flow test application fee see section 39-28. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 7 of 54 (11) Fire flow test witness fee see section 39-28. (12) Backflow preventer third-and-final notice generation fee see section 39-29(e). (13) Water service deposit see section 39-16(c). (14) Backflow device testing administrative fee see section 39-29(e). (15) Registration fee application for turning on water and transfer of responsibility see section 39- 16(a). (16) Tag fee see Sec. 39-20(d). (17) Removal of unauthorized "straight pipe" connections fee see section 39-20(k). (18) In street cut-off (of water services) fee see section 39-20(l). (19) Meter read trip fee see section 39-20(e). (20) Abstract of billing history fee Whenever a customer of record or his agent requests a history of charges and/or fees billed to a municipal utility services account registered in the name of the customer, an abstract of billing history shall be provided and an "abstract of billing history fee" shall be added to the customer's next regularly scheduled municipal utility services account/billing statement. Whenever such request is made by a third party pursuant to customer's letter of authorization, the fee shall be payable in advance. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-20. Payment of water bills and penalties; municipal utility services account/billing statement. (a) Date payment due. Water commodity consumption charges, and related water service charges (including any fire line charges), and other fees and penalties shall be stated as part of a municipal utility services account/billing statement along with refuse related charges as established pursuant to section 16-38, sanitation related charges as established pursuant to section 18-601 et seq., sewerage related charges as established pursuant to section 39.55.1 et seq., and all above related corresponding associated penalties, and are due and payable to the department of finance on the date of presentation and become delinquent thirty (30) days after the date of such presentation, except that when the 30th day falls on a weekend, city holiday, or city hall closure day, such bills shall be due on the next following city working day. Any charge for water supplied to any customer, or any related charges or fees (including fire line charges), together with any refuse service, sanitation service, sewerage service charges, fees, or penalties due to the city from such customer, or due from any person who has applied for water service, as herein provided for, shall be added to any billing being currently rendered to such person, and the same shall become a part of his current municipal utility services account/billing statement for water service and subject to all of the provisions of this chapter. Partial payments made upon municipal utility services account/billing statements shall be applied in the following order: (1) Refuse service related charges, (2) Sanitation related charges, (3) Sewerage service related charges, (4) Water service commodity consumption charges and related charges (including fire line service charges) and fees established pursuant to section 39-19, and #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 8 of 54 (5) Corresponding penalties as provided respectively under sections 16-38(c), 18-603(b), 39-55.2(a), and 39-20(d). (b) Failure of meter to register correctly. If a meter fails to register during any period, or is known to have registered inaccurately, the customer shall be charged for a seasonally adjusted average daily consumption for a period of similar duration determined when the meter was registering accurately. (c) Meter reread and meter investigation. When a meter box is inaccessible at the time the routine meter read was attempted by the city or when consumption occurs in connection with a previously turned off meter, or when a customer requests that the city verify the accuracy of the read as shown on the bill, the customer shall be charged a "special investigation/meter reread fee" as established by resolution of the city council for sending a field representative to the service address to investigate the meter and obtain a reading or rereading of the meter. If the reading or rereading shows that the previous read is in error, no special investigation/meter reread fee will be imposed; otherwise such charge shall be added to the customer's next regularly scheduled water bill. (d) Penalties. A penalty of ten (10) percent shall be assessed on the unpaid balance of all unsatisfied municipal utility services account/billing statement charges, fees, and penalties thirty (30) days after the presentation date, in accordance with subsection (a). Thereafter, a past due notice shall be presented to the customer. On the next city working day following the seventh (7th) day after the date of presentation of the past due notice, the water service shall be subject to turn off at the premises. Two (2) days before the intended turn off of water service, a discontinuance of service notice for non-payment "turn-off tag" shall be affixed to the premises and a "tag fee" imposed for such notification service. Thereafter, service may be discontinued if the bill is not satisfied within the time required by such notice. Once turned off, water service shall remain off until all charges, penalties and fines have been paid, unless an application to have the water turned on is received accompanied by evidence satisfactory to the department of finance of change of ownership or change in tenants. Upon the receipt of such evidence, the application for turning on water or transfer of responsibility for water charges shall be processed as provided for in section 39-16. (e) Turn off and turn on of service. When the water has been turned off for non-payment or for the violation of any provision set forth in this code or any ordinance, regulation or requirement of the city, such water shall not be turned on again unless the violation has been corrected and all charges and penalties have been paid, unless the turn off is exempt from such payment by reason of change of person receiving service. A "meter turn on fee" and "meter turn off fee" shall be made for each separate trip to the premises for the purposes of turning on or turning off water service during weekdays for new water turn on services and delinquent accounts and whenever otherwise requested by customer; provided, however, that turn on or turn off of water service during afterhours and holidays for new water turn on services and delinquent accounts when requested by customer, shall be subject to a special "after hours turn on or turn off fee" as established by resolution of the city council. After a water meter has been turned off for a period of seven (7) days, the meter may be removed from the service. A "meter removal fee" as established by resolution of the city council shall be made for the cost of meter removal. A "meter resetting fee" as established by resolution of the city council shall be made for the reinstallation of the meter and the turning on of the water. A "meter read trip fee" as established by resolution of the city council shall be payable for each trip to a customer's premises for the purposes of performing a meter read for closing out of service, or for start of service, or for transfer of responsibility for service. Fees as herein provided shall be added to the next water bill issued after date of turn off, turn on, special investigation/reread, meter resetting/reinstallation or other designated trip, provided the amount is not collected in advance of the turn off, turn on, special investigation/reread, meter resetting/reinstallation, or other designated trip. For the purposes of this article, the term "trip" shall not include the regularly scheduled routine reading of customers' meters. (f) Closing bill. Upon the rendering of the final bill for service, the city shall not refund any credit balance or deposit of less than one dollar ($1.00); any checks returned that cannot be delivered or are unclaimed shall be forfeited unless the applicant applies for refund within twelve (12) months. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 9 of 54 (g) Individual liability for joint service. Two (2) or more persons who join in one (1) application or contract for service shall be jointly and severally liable thereunder and shall be billed by means of a single periodic bill presented to the person designated in the application process to receive the bill. (h) Change of address. Water service shall not be given to any customer upon change of address until all delinquent charges owing thereon at a former place of residence or business have been paid. (i) Transfer of charges. When a customer maintains separate water service at multiple premises in the city under the same name or identity of ownership or tenancy, and water service has been discontinued at one (1) premises for non-payment, the department of finance may transfer the unpaid balance owing from the account to which service has been discontinued to any other account belonging to the customer for which water service remains ongoing. (j) Field collection fee. When a representative of the city collects payment of delinquent charges owing from a customer or customer's agent in the field, in lieu of performing a turn off or removal of customer's meter, a "field collection fee" shall be applied and collected from the customer or his agent at the same time as all other delinquent charges and fees owing are collected. (k) Removal of unauthorized "straight pipe" connections. Whenever a customer has connected to the city's water service through an unauthorized straight pipe connection, the city shall cause such connection to be removed and a "removal of unauthorized straight pipe connections fee" as established by resolution of the city council shall be made and billed to the customer. (l) In street cut-off of water services. Whenever, in the discretion of the director of public works any customer's access to the water service must be physically severed by means of an in street cut-off of water service, whether due to authorized turn on of water service, or unauthorized straight pipe connection, or other violation of city code, an "in street cut-off fee" as established by resolution of the city council shall be made and billed to the customer. (m) Any charge, fee, or deposit owing to the city which has been paid by an instrument such as a check or draft which is dishonored upon presentation for payment, shall be void and of no effect from its inception. The director of finance, may, in his discretion, withhold the effect of this provision if the instrument is redeemed within fifteen (15) days of its return. Payment of charges, fees, or deposits following a dishonor of such instrument upon presentation for payment shall thereafter be made only by credit card, cashier's check, money order, or cash, which amount shall include any applicable penalty, as well as a "return payment service fee". The director of finance shall be authorized to reject payment other than by cash, cashier's check, or money order from such customer or such customer's agent for a period of two (2) years following any such dishonor. (n) Water service commodity consumption charges and water related charges and fees established pursuant to section 39-19, and any corresponding penalties accrued for failure to make timely payment therefore pursuant to section 39-20 shall be a civil debt owing to the city. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-21. Testing of meters; leaks. (a) A customer may request the agency to test the meter serving his premises. The customer shall be charged a "meter test fee" to cover the cost of such test. The fee shall not be applied if the meter is found to register not more than two (2) percent fast. The customer shall have the right to observe the performance of the test, and a written report of the test will be given to him upon request. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 10 of 54 (b) When upon test, a meter is found to be registering more than two (2) percent fast, the city will refund to the customer the amount of the overcharge based on corrected meter readings for the period the meter was in use, but not exceeding a period of six (6) months. (c) When upon test a meter two (2) inches or less in size is found to be registering more than twenty-five (25) percent slow, the city may bill the customer for the amount of the undercharge based upon corrected meter readings, seasonally adjusted for the period the meter was in service, but not exceeding a period of four (4) months. (d) When upon test a meter three (3) inches or larger in size is found to be registering more than five (5) percent slow, the city may bill the customer for the amount of the undercharge based upon corrected meter readings, seasonally adjusted for the period the meter was in service, but not exceeding a period of four (4) months. (e) Customers are required to keep their plumbing pipes, service pipes, and all facilities on the customer's side of the meter in good order and are required, at their own expense, to locate and repair any leaks. It is not the city's responsibility to locate or repair any water facility on the customer's side of the meter. No allowance will be made on a customer's bill for loss of water, once the water is delivered to the customer's side of the water meter. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-22. Finance director; responsibility; administrative authority. (a) The director of finance shall have responsibility for administering the city's consolidated municipal utility services accounts (refuse and refuse related, sanitation and sanitation related, sewerage and sewerage related, and water and water related, including fire line service) as they correlate to account establishment and maintenance, billing, payment processing, collection, and customer service operations. (b) To efficiently and equitably implement the purpose and intent of the general provisions of this chapter subject to his administration, including those portions of chapters 16 and 18 relating respectively to refuse service charges and sanitation service charges in connection with municipal utility services accounts/billing statements, the director of finance may vary and adjust the strict procedural, billing, collection, enforcement, or other administrative requirements. In addition, the director of finance shall have the power, for good cause shown, to waive, abate, adjust, refund, or reduce any commodity consumption, charge, other charge, fee, or penalty imposed, or deposit demanded. The director of finance may in his discretion exercise this authority on a case-by-case basis in connection with any individual applicant or customer, or other person or legal entity, or on a class-by-class basis in connection with any category, class or subclass of applicants, customers, or other persons. (c) In connection with the above described chapters and provisions subject to his administration, the director of finance shall have the authority to settle, discontinue, or waive the collection of any claim, or class of claims, for good cause shown, or if it appears that further proceedings would be without merit, or if the administrative or legal cost therefore would be excessive, or if the amount of the claim in question is de minimus. A claim, or class of claims, shall be deemed to be de minimus whenever the total amount of the claim is determined by the director of finance to be equal to or less than the total anticipated administrative costs associated with collecting the amount. The director of finance may in his discretion determine this amount on a case-by-case basis or on a class-by-class basis. (d) The director of finance shall have the further authority to interpret, make rules and regulations, and establish guidelines not inconsistent with the provisions of this chapter, subject to his administration, or those portions of chapters 16 and 18 relating respectively to refuse service charges and sanitation service charges in connection with municipal utility services accounts/billing statements, as may be necessary or #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 11 of 54 desirable to aid in the administration or enforcement of such provisions, including the establishment of service hours for scheduled water service turn on and turnoff, as well as afterhours periods for the performance of unscheduled water service turn on or turn off. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-23. General regulations. (a) There shall be the following types of water services: (1) Domestic-residential. Domestic-residential water service shall be used to serve domestic water to residential units, including single-family detached homes, single family attached units, residential units within multi-family developments such as apartments, condominiums, and townhomes, residential units within a mixed-use development, and mobile home spaces. (2) Domestic-commercial. Domestic-commercial water service shall be used to serve domestic water to motels, hotels, restaurants, office buildings, commercial centers, and strip malls. (3) Domestic-municipal. Domestic-municipal water service shall be used to serve domestic water to federal, state, county, and city government offices, buildings and parks. (4) Domestic-industrial. Domestic-industrial water service shall be used to serve domestic water to industries such as chemical and allied products, food, mining, paper and allied products, petroleum refining, and steel. (5) Domestic-institutional. Domestic-institutional water service shall be used to serve domestic water to hospitals, convalescent homes, developmental facilities, long term care facilities, nursing homes, psychiatric facilities, rehabilitation facilities, and developmental disability facilities. (6) Domestic-common area. Domestic-common area water service shall be used to serve domestic water to clubhouses, on-site laundry rooms, recreational areas, exercise rooms, drinking fountains, cooling equipment and make up water for recirculating decorative fountains. (7) Irrigation. Irrigation water service shall be used for irrigation systems to establish and maintain landscape areas, lawns, trees, gardens, and shrubs; assist crop and pasture growth; or to maintain vegetation on recreational lands such as parks, sports fields, and golf courses. Irrigation includes water that is applied for pre-irrigation, chemical application, weed control, field preparation, harvesting, and dust suppression. Irrigation water service shall be used to irrigate all non-residential irrigated landscapes of one thousand (1,000) square feet and residential irrigated landscape of five thousand (5,000) square feet or greater. (8) Industrial. Industrial water service shall be used to serve water to industries that use water in their manufacturing or any portion of their fabrication or process systems. (9) Recycled water. Recycled water service, if available, shall be used in accordance with section 39-38. (10) Fire protection. Fire protection services shall be used for fire protection systems pursuant to the local fire code as specified in section 39-27. (b) There shall be the following metering requirements: (1) Each individual residential unit, commercial unit, industrial unit, and mobile home space shall be individually metered by city or submetered as required by applicable law. (2) Residential lots with landscape area over five thousand (5,000) square feet shall be required to have a dedicated irrigation service and water meter. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 12 of 54 (3) Non-residential lots with landscape area greater than one thousand (1,000) square feet shall have dedicated irrigation service and water meter. (4) At the discretion of the director of public works, master metering can be allowed if site conditions prohibit the installation of individual meters, or submeters are proposed by the developer. (5) Newly constructed multiunit residential structures or newly constructed mixed-use residential and commercial structures for which an application for a water connection, or more than one (1) connection, is submitted after January 1, 2018, shall at the owner's sole cost and responsibility have a measurement of the quantity of water supplied to each individual residential dwelling unit as a condition of new water service. The measurement may be by individual water meters or submeters. The owner shall be required to install and read such meters, unless otherwise agreed by the city. (6) Multifamily dwellings and common interest developments including apartment complexes, condominiums, townhomes, mixed use developments, and mobile home parks with common area amenities shall have a dedicated domestic-common area water service and meter. (c) Meter required. Every water service, except fire protection services meeting conditions of section 39-27, shall have a meter installed in the service line in the public right-of-way or a dedicated easement. (d) Maintenance of customer's facilities. Customers shall prevent all waste of water and keep their service pipes, all plumbing fixtures, pipes, and other apparatus (except facilities owned by the city) in good repair and free from leakage and backflow at their own expense. Customers shall be liable for all damages which may result from the customer's failure to maintain such facilities in good repair and free from leakage and backflow. (e) Vacated premises. Water rates will be charged for vacated premises until the city is notified of the discontinuance of the use of water, and is requested to turn off the water. (f) Admittance to premises. Any authorized employee of the city shall be admitted at all reasonable hours to all appropriate parts of the premises supplied with water to see that the provisions of this article, resolutions adopted pursuant hereto, and administrative regulations published in accordance herewith are carried out. (g) Unauthorized turn-on or tampering. No one except an authorized employee of the city shall turn the water on or off from or to any premises at any city curb stop, or connect or disconnect, or in any way tamper with, any pipes in the meter boxes or with any other part of the water system of the city. (h) Resale or distribution. No customer supplied by the city shall commercially supply water to any other person on property other than the premises for which the customer has applied for service, except as may be permitted by special agreement with the agency. Water used by any customer shall be restricted to that use specified in the application or permit for such service. (i) Utility emergency requirements. All faucets, sprinklers, hose nozzles, or other continuous streams must be shut off promptly upon the sounding of an alarm of fire or upon notice of other emergency or major disaster. The water shall not be turned on again until the fire is known to be extinguished or the required repairs have been made. (j) Shut-offs for extensions and repairs. The city reserves the right upon reasonable notice, if possible, at any time to shut off the water in its mains for the purpose of making extensions or repairs, or for other purposes, and all persons having boilers within their premises not supplied with tanks or cisterns, but depending upon the pipes of the city to keep them supplied, shall caution against the danger of collapse. (k) Responsible owner or applicant. In all cases where water is supplied to several tenants from one (1) connection or tap, the city contracts only with the person designated on the application. Failure by such person to comply with the provisions of this article, or with resolutions or regulations enacted or adopted pursuant hereto shall be sufficient cause to disconnect all service until such ordinances, resolutions or regulations are complied with. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 13 of 54 (l) Right of agency to install facilities. The city shall have the right at any time, and at any point for good cause, to install or change any water meter, detector check, backflow preventer, and fittings as required by this article, and the customer shall bear all costs for work so performed. Failure to pay for these facilities as set forth in this article shall relieve the city of any responsibility to provide any service and the service shall be disconnected until full payment of costs, interest, and penalties has been made to the city. (m) Nonliability of city for interruption in service. The city shall not be liable for damage resulting from interruption of service, shortage, insufficiency, or quality of supply. (n) Notice to customer for shutdown of service. In case of emergency or during normal water system maintenance and repair operations, whenever possible, all consumers affected will be notified prior to any shutdown of service. (o) Temporary shutdowns authorized. Temporary shutdowns may be restored by the city for improvements and repairs and the city shall not be liable for any loss or damage occasioned thereby. (p) Inspecting apparatusRight of city. The city reserves the right of inspection of customer's apparatus at all times. (q) Resale of water prohibited. Where submeters are utilized, customer shall not resell to another person at any charge higher than his pro rata share of the total charges as rendered by the agency. (r) Pressure and supply. The city assumes no responsibility for loss or damage because of high water pressure or lack of water or pressure and merely agrees to furnish such quantities and pressure as are present in its general distribution system. The service is subject to shut down and variations required by the operation of the system. Any pressure regulation to control water pressure greater than eighty (80) psi (pounds per square inch) shall be the responsibility of the customer. (s) Curb stops. There shall be a curb stop or valve in every attachment just inside the curb at a point to be designated by the city. The curb stop and box will be supplied by the city and shall be for its exclusive use and under its exclusive control. (t) Damage to customer's property. The city will not be responsible for damages to buildings or their contents from any break in a water pipe beyond the street service box. Water customers shall, for their own protection, provide at their own expense another valve at the first suitable point beyond the meter. (u) Unused service connection. Any service connection which has been installed for a period of ten (10) years or more and has not been activated for ten (10) years shall be considered inactive and obsolete. Any person desiring water service for such premises or any portion thereof formerly supplied by the inactive service shall make application for a new service connection and pay the current charge therefore. (v) Meter box or hydrant obstruction. No person shall place trash, dirt, building materials, or other objects or obstructions on or around meter boxes or on, around, or adjacent to city hydrants. No person shall allow the meter boxes or hydrants to become obstructed or obscured by vines, trees shrubs, plants, or in any manner so as to make their location difficult to determine, or so as to interfere with or render difficult free access to, or use of, meter boxes or fire hydrants. In the event of obstruction or obscuring, notice shall be given by the agency to the property served by such meter, or adjacent to such hydrant; such notice shall contain the requirement that the obstruction be removed within twenty-four (24) hours. Where a meter box is obstructed or obscured so that it cannot be read, a "special investigation/meter reread fee" shall be made for returning to read the meter. (w) Responsibility of city. The city's responsibility ends at the customer's side of the meter or where the city's facilities terminate. (x) Above ground water system appurtenances. Fire hydrants and aboveground backflow prevention devices, fire connection stand pipes and above ground meters shall be entirely color coded as follows: #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 14 of 54 Public fire hydrant White Private fire hydrants OSHA Red Irrigation meter and Backflow Prevention Device Green Domestic meter and Backflow Prevention Device Blue Fire Backflow Prevention Device and fire connection standpipes OSHA Red All colors shall follow the city's standard specification as established by the agency. (y) Fire hydrant location. Fire hydrants shall be installed in locations specified by the agency. If an applicant requests, and the agency approves, a change in the size, type, or location of specified hydrants may be made. The applicant shall pay any additional costs required to comply with the request. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-24. Temporary service; fire hydrant meters. (a) Use of fire hydrants as temporary water service. City fire hydrants are provided for the primary purpose of extinguishing fire and shall be opened and used only by the agency, fire department, or such persons as may be authorized by permit. No person shall draw water from any fire hydrant without a permit. Water shall be drawn from hydrants by use of a standard fire hydrant wrench, an auxiliary valve, and meter. Such auxiliary valve and meter shall be placed on the fire hydrant outlet with the auxiliary valve closed before any fire hydrant valve is opened. Any person using a fire hydrant without the required permit, tools, and meter may be charged with theft of water. (b) Permits shall be issued in the following manner: (1) Permits shall be issued for a period not to exceed six (6) months. Renewals for the same location or permits for a different location may be granted only after the city has inspected the meter for damage or tampering and has determined the amount of water used as recorded by the meter and that all bills due and payable have been paid or that the amount of deposit is adequate to cover all unpaid bills or cost of repairs. (2) Permits shall not be granted to any individual business or agency known to be in violation of any provision of this Code. (3) Permits shall show the name and address of the permittee, the date issued, the expiration date, the number and location of each hydrant from which water may be obtained, and the amount of money deposited. (4) Deposits may be transferred from one (1) permit to another only if all the conditions of subsections (b)(1) and (2) have been met. (c) Deposit and fees. Upon granting any permit under this section, the agency shall require the applicant to make a deposit as set by resolution of the city council sufficient to cover cost of meter with stand, auxiliary valve, and hydrant wrench. Deposits will be refunded upon the return of undamaged meter and tools and payment for water used. All or part of the deposit may be forfeited for failure to report the amount of water used monthly, for failure to pay any bill, or for failure to return any meter and tools issued to the permittee. (d) Fees. A daily meter rental fee as set by resolution of the city council, in addition to the cost of water used, shall be charged for each day the meter is in possession of the permittee. A minimum fee equal to the total of the daily rental charge for five (5) days shall also be established. The rental and cost of the water used may be deducted from the deposit. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 15 of 54 (e) Timing. Upon completing the fire hydrant meter permit application, a fire hydrant meter will be installed by the city at the location specified in the permit within forty-eight (48) hours of the completed application. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-25. Water measurement. (a) Every water service as defined in this chapter shall be metered. (b) Water services shall be designated according to the type of use as defined in this chapter. (c) Only duly authorized employees or agents of the city shall be permitted to install water meters. Following the final acceptance of the water service and meter, the meter and the service connection shall belong to the city and are the sole property of the city. (d) Meters will be read at regular intervals for the preparation of regular bills and as required for the preparation of opening bills, closing bills, and special bills. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-26. Continuity of service. (a) The city will exercise reasonable diligence to furnish a continuous and sufficient supply of water to its customers and to avoid any shortage or interruption of delivery thereof. It cannot, however, guarantee a continuous or sufficient supply or freedom of interruption. (b) The city shall not be liable for interruptions or shortage of supply, nor for any loss or damage occasioned thereby. (c) Whenever, in the operation of the city's water system, interruption in the delivery of water to customers results from or is occasioned by cause other than the exercise by the city of its right to temporarily suspend the delivery of water for the purpose of making repairs or improvement to its system, notice of any such interruption will not be given to the customers of the city, but the city shall exercise reasonable diligence to reinstitute delivery of water. (d) The city, whenever it shall find it necessary for the purpose of making repairs or improvements to its system, shall have the right to temporarily suspend the delivery of water. In all such cases, as reasonable notice as circumstances will permit will be given to the customer, and the making of such repairs or improvements will be completed as rapidly as may be practicable and at such times as will cause the least inconvenience to its customers. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-27. Private fire protection service. (a) The use of separate fire protection services shall be limited to servicing structural and buildings fire sprinkler systems, fire hoses, on-site fire pumps, fire department connection standpipes, and fire hydrants. No such service shall be used for any purpose other than flushing, fire flow testing, and the extinguishment of fires. All such services shall be equipped with an approved double check valve assembly in accordance with section 39-29(i) at the expense of the owner. (b) A private fire protection service required to be flow tested routinely shall be equipped with an appropriately sized fire service meter approved by the Orange County Fire Authority. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʇ Ơ%34ơ (Supp. No. 30) Page 16 of 54 (c) For non-residential tenant improvement projects that require a permit, plan check, or design review costing fifty thousand dollars ($50,000.00) or more, an approved double check valve assembly shall be installed on the existing private fire service. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-28. Fire flow tests. Fire flow tests shall be performed by a certified fire protection professional. An application shall be submitted and a permit issued to the individual requesting the test prior to conducting the test. The flow test must be witnessed by a representative of the agency. A fire flow application fee and a fire flow witness fee, as set by resolution of the city council, shall be the responsibility of the applicant. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-29. Protection of public water supply. (a) State regulations adopted. The regulations of the State of California related to Drinking Water Supplies, Title 17, as they are now in effect or as they may be amended in the future, insofar as the same are applicable to the protection of the water supply of this city, are hereby adopted, incorporated herein and made a part hereof. (b) Purpose; applicability. (1) The purpose of this section is: (A) To protect the public water supply against actual or potential cross-connection by isolating within the premises contamination that may occur because of some undiscovered or unauthorized cross-connection on the premises; (B) To eliminate existing connections between drinking water systems and other sources of water that are not approved as safe and potable for human consumption; (C) To eliminate cross-connections between drinking water systems and sources of contamination; and (D) To prevent the making of cross-connections in the future. (2) It is unlawful to make or maintain, for any period of time whatsoever, any cross-connection between plumbing pipes or water fixtures being served with water by the agency and any other source of water supply, or to maintain any sanitary fixture or other appurtenances or fixtures which may cause or allow backflow of water or other substances into the water supply system of the city and/or the service of water pipes or fixtures of any customer of the city. (3) No water service connection to any premises of a type specified in subsection (i) shall be installed or maintained unless the public water supply is protected as required by applicable state regulations and this section. (c) Approval. (1) Each backflow preventer required hereunder shall be approved by the agency prior to installation and shall be installed by and at the expense of the customer for continued service or before a new service will be granted. (2) The agency shall approve a device when the device has received approval by the Foundation for Cross- Connection Control and Hydraulic Research of the University of Southern California (or other qualified #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 17 of 54 organization as designated by the agency), and will provide desired service and reliability. The agency shall provide, upon request, to any affected customer, a list of approved devices. (d) Installation. (1) Devices shall be installed as close as practical to the customer's service connection and shall be installed above grade in an accessible location approved by the agency. (2) Devices shall have at least the same cross-sectional area as the water meter. In those instances where it is determined that a continuous water supply is necessary, two (2) sets of devices shall be installed in parallel. Where parallel devices are required, the sum of the cross-sectional areas of the devices shall be at least equivalent to the cross-sectional area of the meter. (e) Maintenance, testing, and records. (1) The customer shall test and service such devices at least once a year and immediately after installation, relocation, or repair. A report, in a form acceptable to the agency, which sets forth the results of such test(s) shall be filed immediately with the agency. The agency may require a more frequent testing schedule if it is determined to be necessary and all costs shall be borne by the customer. (2) Devices shall be serviced, overhauled or replaced whenever they are found to be defective. All costs of such service, overhaul or replacement, including testing, repair, and maintenance shall be borne by the customer. The agency may require device information, such as location and pictures, to be submitted with the test forms. (3) The agency will supply affected customers with a list of persons acceptable to the agency to test devices. (4) The agency will notify affected customers when annual testing of a device is needed. Failure to notify shall not relieve the customer of the obligation to test and service its devices. (5) Upon the issuance of a third and final notice to test a device, the agency may impose a backflow preventer third-and-final-notice generation fee in an amount established by resolution of the city council. (6) The city reserves the right to hire a private tester to test the device and bill the customer for the cost of the test plus a backflow device testing administrative fee as set by resolution of the city council, which shall be the responsibility of the applicant, if a device has not been maintained and tested within six (6) months, or one hundred eighty (180) days, from the date when the first notice regarding testing was mailed. Reasonable efforts to notify the customer of the impending testing will be made. (f) Backflow prevention device removal. (1) Notification and approval. The agency must be notified and approval must be obtained from the agency before a device is removed. (2) Removal in general. The use of a device may be discontinued and the device removed from service upon presentation of sufficient evidence to the agency to verify that a hazard no longer exists or is not likely to be created in the future. (3) Removal for relocation. A device may be relocated following confirmation by the agency that the relocation will continue to provide the required protection to satisfy installation requirements. A retest will be required, prior to return to service, following the relocation of the device. (4) Temporary removal for repair. A device may be removed for repair or service, provided water use is either discontinued until repair is completed and the device is returned to service, or the service connection is equipped with backflow protection approved by the agency. A retest will be required, prior to return to service, following the repair or service of the device. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 18 of 54 (5) Temporary removal for replacement. A device may be removed and replaced, provided water use is discontinued until the replacement device is installed. All replacement devices must be approved by the agency prior to being put into service and must be commensurate with the degree of hazard involved. A retest will be required, prior to return to service, following the replacement of the device. (g) Water system survey. (1) Plans and specifications must be submitted to the agency upon request for review of possible cross- connection hazards for new or existing service connections. If it is determined that a device is necessary to protect the public water system, the required device must be installed before service will be provided or continued. (2) The agency may conduct an on-premises inspection or reinspection to evaluate cross-connection hazards. Any customer which cannot or will not allow an on-premises inspection of their piping system shall be required to install the device the agency considers necessary. (h) User supervisor. At each premises where it is necessary in the opinion of the agency, a user supervisor shall be designated by and at the expense of the customer. This user supervisor shall be responsible for the monitoring of the devices and for avoidance of cross-connections. In the event of contamination or pollution of the drinking water system due to a cross-connection on the premises, the agency shall be promptly notified by the user supervisor so that appropriate measures may be taken to overcome the contamination. The customer shall inform the agency of the user supervisor's identity on, as a minimum, an annual basis and whenever a change occurs. (i) Type of protection required. (1) The type of protection that shall be provided to prevent backflow into the approved water supply shall be commensurate with the degree of hazard that exists on the customer's premises. The type of device shall be one (1) of the following: (A) Approved air gap separation (hereinafter "AG"); (B) Approved double check valve assembly (hereinafter "DC"); or (C) Approved reduced pressure principle assembly (hereinafter "RP"). (2) The customer may choose a higher level of protection than required by the agency. The minimum types of backflow protection required to protect the approved water supply at the customer's water connection to premises, with varying degrees of hazard, are provided in Table 1. Situations which are not covered in Table 1 shall be evaluated on a case-by-case basis, and the appropriate backflow protection shall be determined by the agency. (3) In those instances where conditions warrant, the agency may modify the minimum installation herein indicated as appropriate to provide a degree of protection commensurate with the degree of hazard. TABLE 1. TYPE OF BACKFLOW PROTECTION REQUIRED Degree of Hazard Minimum Type of Backflow Protection 1. Aircraft and missile plants RP 2. Automotive plants RP 3. Auxiliary water systems (interconnected) RP 4. Auxiliary water systems (not interconnected) RP 5. Beverage bottling plants RP #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 19 of 54 6. Boilers RP 7. Breweries RP 8. Buildings greater than three (3) stories or greater than thirty-four DC (34) feet in height from curb level 9. Buildings with two (2) or more service connections (interconnected) DC 10. Buildings with house pumps and/or potable water storage tank DC 11. Buildings with wastewater pumping and/or treatment plants (not RP interconnected) 12. Canneries RP 13. Car wash facilities RP 14. Centralized heating and air conditioning plants RP 15. Chemical plants RP 16. Chemically treated potable water systems RP 17. Civil works (facilities not subject to city plumbing inspection) RP 18. Commercial laundries RP 19. Cooling towers AG 20. Dairies and cold storage plants RP 21. Dye works RP 22. Film processing laboratories RP 23. Fire protection system with biological or chemical additives RP 24. Fire protection system with unapproved auxiliary water supply (not DC interconnected) 25. Fire protection system with unapproved auxiliary water supply RP (interconnected) 26. Fire protection system with storage tanks or private reservoirs DC 27. Fire protection systems with two (2) or more service connections DC (interconnected) 28. Food processing plants RP 29. High schools and colleges RP 30. Holding tank disposal stations RP 31. Hospitals (major complexes) RP 32. Irrigation systems RP 33. Laboratories using toxic materials RP 34. Manufacturing, processing, and fabricating plants using toxic RP materials 35. Manufacturing, processing, and fabricating plants using nontoxic RP materials 36. Medical and dental buildings RP 37. Mobile home parks DC 38. Motion picture studios RP 39. Oil and gas production facilities RP 40. Paper and paper production plants RP 41. Plating plants RP 42. Premises where recycled water is used (not interconnected) RP 43. Radioactive materials processing facilities RP 44. Restricted, classified, or other closed facilities RP 45. Rubber plants RP #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 20 of 54 46. Sand and gravel plants RP 47. Sewage and storm drainage facilities RP 48. Any premises where there is a repeated history of cross-connections RP being established or reestablished 49. Unapproved water systems or private piping systems constructed AG without the approval of the agency or the city's planning and building agency 50. Premises where entry is restricted so that inspections for cross RP connections cannot be made with sufficient frequency or at sufficiently short notice to assure that they do not exist (j) Discontinuance of water service. (1) Service of water to any premises may be discontinued by the agency, after notice, if a device is not installed, tested, and maintained as required by this section, or if any defect is found in an installed device, or it is found that a device has been removed or bypassed, or if unprotected cross-connections exist on the premises, or if the agency determines a hazard or potential hazard exists. Service will not be restored until such conditions or defects are corrected. (2) When the agency encounters water uses that represent a clear and immediate hazard to the potable water supply, the agency shall institute the procedure for discontinuing the city water service. (3) Conditions or water uses that create a basis for refusal to provide or termination of water service shall include, but are not limited to, any of the following items: (A) Refusal to install a required device. (B) Refusal to test a device. (C) Refusal to repair a faulty device. (D) Refusal to replace a faulty device. (E) Direct or indirect connection between the public water system and a sewer line. (F) Unprotected direct or indirect connection between the public water system and a system or equipment containing contaminants. (G) Unprotected direct or indirect connection between the public water system and an auxiliary water system. (H) A situation which presents an immediate health hazard to the public water system. (4) Water service termination procedures shall include the following items: (A) For conditions (3)(A), (3)(B), (3)(C) or (3)(D) of subsection (j) above, the agency will terminate service to a customer's premises after written notice has been sent, specifying the corrective action needed and the time period in which it must be done. If no action is taken within the allowed time period, water service may be terminated. (B) For conditions (3)(E), (3)(F), (3)(G) or (3)(H) of subsection (j) above, the agency will take the following steps: (i) Make a reasonable effort to advise customer of intent to terminate water service. (ii) Terminate water supply and lock service valve. The water service will remain inactive until correction of violations has been approved by the agency. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 21 of 54 (k) Information requests. Upon request, the agency will provide interested parties with copies of section 39-29, rules and regulations for the testing and maintenance of devices, and such other advice, information, illustrative sketches, drawings and data as may be necessary to familiarize the customers, engineers, architects and others with agency requirements. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-30. Certification of water supply. Before the issuance of any permit or variance or the signing of any tract map, parcel map, lot split, or improvement plans, a certification must be obtained from the agency stating that the water system supplying the property meets the requirements for the last rate classification of the city by the American Insurance Association in supply, distribution facilities and fire hydrants, or that the property is or will be served by the city. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-31. Greywater systems. No person shall construct or maintain a greywater system, as defined by the Water Code of the State of California. In order to avoid the potential health hazard presented by a greywater system, the public works agency may discontinue water service to any premises on which a greywater system has been installed until such system is removed. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-32. Recycled waterSource of recycled water. (a) The city has agreed to buy recycled water from the Orange County Water District (OCWD) and to resell such recycled water, as contractor for OCWD, to water users located within the jurisdictional and service boundaries of the city. (b) Any city obligation to deliver recycled water is conditioned upon OCWD's completing and making operational the recycled water treatment and distribution system known as the Green Acres Project, including the distribution pipeline system necessary to provide recycled water to users; upon OCWD's making recycled water available for sale to users; and upon issuance of all necessary permits, certificates, and approvals by all federal, state and local regulatory agencies having jurisdiction over the construction and operation of water recycling facilities and over the production, distribution, sale and use of recycled water. Any obligation is further conditioned upon OCWD being able to acquire acceptable right-of-way access from the Green Acres Project facilities to the users' property for distribution pipeline purposes, and upon approval of all federal, state, and local agencies having regulatory jurisdiction or grant-funding responsibilities with regard to the Green Acres Project facilities. (c) The city shall have no obligation to supply recycled water beyond that usable by the user on the property set forth in any recycled water user agreement. Recycled water furnished by the city shall be provided solely for the user's use, and the user shall not resell any such recycled water. (Ord. No. NS-2921, 5, 8-1-17) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 22 of 54 Sec. 39-33. SamePressure and quality of water purchased by user. Subject to compliance by OCWD, all recycled water delivered to users from Green Acres Project facilities shall conform to the current and future requirements established by the California Regional Water Quality Control Board-Santa Ana Region, state and local health departments, and federal, state and county agencies having jurisdiction to establish minimum standards for the quality of recycled water. Recycled water shall be delivered on a continuous basis at the minimum and maximum pressures set forth in the user's recycled water user agreement. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-34. SameOwnership of valves and meters. (a) The city shall own, operate, and maintain the control valves located on each side of the meter and the metering device installed on the service line to the user's property. At locations where recycled water is used exclusively, the city may convert existing service connections (including control valves and meters) from potable to recycled water system connections. The user will own and maintain all facilities on the user's side of the customer control valve. The user shall be held responsible and charged for all water passing through meters at its property. (b) The city reserves the right to determine the size of the recycled water pipeline, the type of pipe, the service connection required, and any and all other appurtenances related to recycled water usage which are located on the property location to which recycled water will be delivered. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-35. SamePurchase of water by user. (a) The city will supply recycled water to the user, and the user shall purchase recycled water for the location(s) and purposes and in the estimated amounts set forth in its recycled water user agreement. (b) The user shall commence taking deliveries of recycled water after receiving written notice of availability from the city. To the extent that the user's then-current use of its property necessitates the use of recycled water, the user will continue to purchase recycled water from the city. In the event that the current use of the property is discontinued or is modified, recycled water service may be terminated by mutual agreement in writing by the city and the user. (c) The city reserves the right to control and schedule the use, distribution, and delivery of recycled water if, in its reasonable discretion, control and scheduling are necessary to maintain the recycled water distribution system in acceptable working condition. Scheduling may include, but is not limited to, varying rates of pressure and programming deliveries to the user and/or to portions of the user's property. (d) If at any time during the construction or operation of the Green Acres Project facilities, real or potential hazards, or evidence of a hazard, are found to exist, the city reserves the right and has the authority to terminate recycled water service to the user's property in the interest of protecting the public health. Service shall be reinstated upon abatement of the hazard. If service is terminated pursuant to this section, the city may supply the user with water from its potable water sources or an alternative recycled water system at the then-current recycled water rate for up to thirty (30) days; after thirty (30) days and until such time as the delivery of recycled water is reinstated, the user shall pay the potable water rate if potable water is supplied or the recycled water rate if an alternative source of recycled water is used. (e) In the event the lack of delivery of recycled water is the result of an operational fault of the city, the rate for the water delivered through the system will be equal to the then-current rate for recycled water for a period #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 23 of 54 of up to thirty (30) days; thereafter, the user shall pay the regular potable rate. If the inability to deliver is beyond the control of the city, the city shall charge and the user shall pay the regular potable rate. (f) In the event that OCWD ceases the production and distribution of recycled water or in the event that the treatment criteria imposed by any regulatory authority exceed or differ significantly from those existing as of the date of the execution of the recycled water user agreement and application for water service, the city shall supply potable water at the then-established potable water price. The city shall incur no liability to the user by reason of the temporary cessation of delivery of recycled water or by reason of the termination of such delivery. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-36. SamePrice of recycled water. The price to be paid by the user for all recycled water delivered by the city shall be established by resolution of the city council, subject to the provision of the user's recycled water user agreement. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-37. SamePayment. Recycled water accounts shall be subject to section 39-20. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-38. SameLimitation on use. Recycled water delivered from OCWD's Green Acres Project facilities has restricted uses. The user shall use recycled water only upon the property of the user and only for those uses and purposes provided for in the recycled water user agreement and which are legally permissible under the laws of the state, as well as the rules and regulations adopted by the city, by OCWD and by all regulatory agencies having jurisdiction, including but not limited to the California Regional Water Quality Control Board-Santa Ana Region, and by state and local health departments. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-39. SameRules and regulations. The user shall comply with all rules and regulations, including the "Green Acres Project, Project Rules and Regulations for the Use of Recycled Water," promulgated now and in the future by OCWD, the city, the State of California or the federal government relating to the sale, distribution, transportation, and use of recycled water. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-40. SameResponsibility. (a) The city's responsibility for the recycled water delivered to the user ends at the user's side of the meter or, in the case of an unmetered or other special installation, where the city's facilities terminate. Operation, management, maintenance, and monitoring with respect to the storage, distribution, and other facilities under the control of the user shall be the responsibility of the user. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 24 of 54 (b) The user shall allow the city and/or OCWD's representatives to enter the user's premises for monitoring, inspecting, sampling, analysis, and observation of the user's recycled water facilities at all reasonable times. The user, its personnel, representatives, and agents shall cooperate with the city and/or OCWD in such activities and assist in the performance of operational tests as required. If a determination is made that the user's facilities are not in compliance with city and/or OCWD requirements, the user shall promptly initiate and diligently pursue to completion action that will correct the conditions causing the noncompliance. If the user shall fail to comply with its obligations specified herein, the city may, at the user's expense, make such repairs, improvements, changes, or undertake such other activities as are necessary to comply with the user's obligations. Such expense shall be payable to the city by the user upon demand, or the city may discontinue recycled water service until such time as the user makes appropriate repairs and the city inspects the user's system to assure conformance with applicable rules and regulations. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-41. SameApplicability of chapter. Recycled water accounts and service shall be subject to and shall comply with all the provisions of this chapter, except as specified in sections 39-32 through 39-40. In the event of conflict between sections 39-32 through 39-40 and the other portions of this chapter, the provisions of sections 39-32 through 39-40 shall control. (Ord. No. NS-2921, 5, 8-1-17) Sec. 39-42. SameAgreement to be signed. Before any recycled water service is provided, the user shall sign a recycled water user agreement with the director of public works, who is hereby designated as the agent of the city to enter into such agreements, in addition to filing or obtaining any applications or permits required by this chapter. (Ord. No. NS-2921, 5, 8-1-17) Secs. 39-4339-49. Reserved. 3 ARTICLE III. SEWERS Sec. 39-50. Definitions. As used in this article: Agency means Public Works Agency, City of Santa Ana. Best management practices (BMPs) means schedules of activities, a prohibition of practices, maintenance procedures, and other management practices to prevent or reduce the introduction of FOG to the sewer facilities. 3 Ord. No. NS-2921, 6, adopted August 1, 2017, repealed art. III, §§ 39-5039-58, in its entirety; and § 7 enacted a new art. III, to read as set out herein. Former art. III pertained to similar subject matter, and was derived from Code 1952, §§ 75007502; Ord. No. NS-1497, §§ 1, 2, adopted August 6, 1979; Ord. No. NS-2065, § 1, adopted June 18, 1990; Ord. No. NS-2479, § 2, adopted September 17, 2001; Ord. No. NS-2670, § 2, adopted November 15, 2004 and Ord. No. NS-2887, §§ 57, adopted December 15, 2015. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 25 of 54 Change in operations means any change in the ownership, food types, or operational procedures that have the potential to increase the amount of FOG generated and/or discharged by FSEs in an amount that alone or collectively causes or creates a potential for SSOs to occur. Director of public works means the chief administrative officer of the Department of Public Works, City of Santa Ana. Discharger means any person who discharges or causes a discharge of wastewater directly or indirectly to a public sewer. Discharger shall mean the same as user or customer. Enforcing attorney means the city attorney or district attorney acting as counsel to the city and his/her designee. Fats, oils, and grease (FOG) means any substance such as a vegetable or animal product that is used in, or is a byproduct of, the cooking or food preparation process, and that turns or may turn viscous or solidifies with a change in temperature or other conditions. FOG control program means the FOG control program required by and developed pursuant to statewide general waste discharge requirements for sanitary sewer systems (State Water Resources Control Board Order No. 2006-0003-DWQ). FOG control program manager means the agency's water resources manager and persons designated by and under his/her instruction and supervision, who are assigned to administer the FOG control program. A consultant retained under contract by the city may be designated as the FOG control program manager. Food grinder means any device installed in the plumbing or sewage system for the purpose of grinding, chopping, macerating, or pressing food waste or food preparation byproducts for the purpose of disposing some or all food waste into the sewer system. Food service establishment (FSE) means food facilities defined in the California Retail Food Code, and any commercial entity, operating in a permanently constructed structure such as a room, building, or place, or portion thereof, maintained, used, or operated for the purpose of storing, preparing, serving, or manufacturing, packaging, or otherwise handling food for sale to other entities, or for consumption by the public, its members, or employees, and which has any process or device that uses or produces FOG, or grease vapors, steam, fumes, smoke or odors that are required to be removed by a type I or type II hood, as defined in the California Retail Food Code. Grease control device means any grease interceptor, grease trap, or other mechanism, device, or process, which attaches to, or is applied to, wastewater plumbing fixtures and lines, the purpose of which is to trap or collect or treat FOG prior to it being discharged into the sewer system. A grease control device may also include any other method proven to reduce FOG subject to the approval of the director of public works. Grease interceptor means a multi-compartment device that is constructed in different sizes and is generally required to be located outdoors and underground between a FSE and the connection to the sewer system. These devices must be cleaned, maintained, and have the FOG regularly removed and disposed of in a proper manner to be effective. Also referred to as gravity grease interceptor or GGI. Grease removal device means a type of hydro-mechanical grease interceptor that automatically and mechanically removes non-petroleum fats, oils, and grease from the interceptor, the control of which is either automatic or manually initiated. Also referred to as GRD. Grease trap means a grease control device that is used to serve individual fixtures. These have a limited effect and should only be used in those cases where the use of a grease interceptor or other grease control device is determined to be impossible or impracticable. Also referred to as hydro-mechanical grease interceptor or HGI. Hot spots means areas in sewer lines that have experienced sanitary sewer overflows that must be cleaned or maintained frequently to avoid blockages of sewer system, or require maintenance that otherwise would be unnecessary. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 26 of 54 Inflow means water entering a sewer system through a direct stormwater runoff connection to the sanitary sewer, which may cause an almost immediate increase in wastewater flows. Infiltration means water entering a sewer system, including sewer service connections, from the ground through such means as defective pipes, pipe joints, connections, or manhole walls. Interference means any discharge which, alone or in conjunction with discharges from other sources, inhibits or disrupts the city's sewer system or is a cause of violation of federal or state environmental laws. New construction means any structure planned or under construction for which sewer connection permits have not been issued. Lower sewer lateral means that portion of the sewer lateral that extends from the sewer main to the private property line. Person means any individual, partnership, firm, association, corporation or public agency, including the state and the United States of America. Private sanitary sewer overflow means any surface spill, loss, or discharge of untreated or partially treated wastewater resulting from blockages or other problems within a privately owned sewer lateral. Remodeling means a physical or operational change causing generation of FOG that exceeds the current amount of FOG discharged to the sewer system by the FSE in an amount that alone or collectively causes or creates a potential for FOG discharge to the sewer system; or requires either a discretionary land use approval, building permit, or plumbing permit, and involves any one (1) or combination of the following: (1) Under slab plumbing in the food processing area; (2) An increase in the net public seating area; (3) An increase in the size of the kitchen area; or (4) Any change in the size or type of food preparation equipment. Rules and regulations means non-punitive rules and regulations as established by the director of public works to implement this section and the FOG control program. Upper sewer lateral means that portion of the sewer lateral that extends from the private property line to the structure to which it connects. Sanitary sewer overflow (SSO) means a surface sewer spill, loss, or discharge of wastewater from a sanitary sewer system. Sewer district means sewer assessment districts formed for the purpose of financing and constructing public sewer systems owned and operated by the city. Sewer facilities means any and all facilities used for collecting, conveying, pumping, and disposing of wastewater. Sewer facilities shall mean the same as sewer system. Sewer lateral means that entire connecting sewer line running from the sewer main to the private property line and extending to the structure to which it connects. Sewer main means the main line sewer, used as a trunk line or major channel of passage for transporting sewage and waste, constructed in a street, highway, alley, place, or right-or-way dedicated to public use. It shall not include sewer laterals or any portion of them. Waste means sewage and any and all other waste substances, liquid, solid, gaseous or radioactive, associated with human habitation or of human and animal nature, including such wastes placed within containers of whatever nature prior to and for the purpose of disposal. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 27 of 54 Wastewater means the liquid and water-carried wastes of the community and all constituents thereof, whether treated or untreated, discharged into or permitted to enter a public sewer. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-50.1. Ownership. (a) The city shall in no way whatsoever be responsible for any damage to persons or property because of any leakage, breakage, or seepage from, or accident or damage to, any sewer pipe or its appurtenances located on any private premises; nor shall the city be responsible for or on account of any damage, injury, or loss caused directly or indirectly by the existence on private premises of any sewer pipe or its appurtenances. (b) A sewer lateral from its connection to a building on the property to its point of connection with the sewer main, inclusive of both the upper and lower sewer lateral, shall remain the responsibility of the property owner or user with regard to maintenance, repair and upkeep. All sewer laterals shall be maintained by the owner of the property or user served by such lateral in a safe and sanitary condition so that there is no seepage of waste at any point up to and including the junction of the sewer lateral and the sewer main and so that passage of waste through the lateral to the sewer main is free from stoppage and obstruction. All devices and safeguards that are required by this chapter for the operation thereof shall be maintained in good working order. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-50.2. Repair by city forces. (a) Repair and maintenance of all sewer mains dedicated to the city shall be the responsibility of the city's sewer enterprise. (b) Except as provided herein, repair and maintenance of all privately owned sewer mains and all lateral lines, equipment, and appurtenances connected to the city sewer mains shall be the responsibility of the owner/user, and shall meet the requirements contained in this article. (c) The city's sewer enterprise may perform the repair and maintenance of all lower sewer lateral lines within the public right-of-way, at the discretion of the director of public works and so long as funds are available in the sewer enterprise to perform such repair and maintenance in accordance with Resolution NS-2479. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-51. Mandatory connections. (a) All buildings or other structures which contain any plumbing fixtures and which are located within any sewer district or district serviced by a public sewer must be connected to a public sewer. (b) Whenever any property shall be included in a sewer district or area served by a public sewer, every building or other structure located on such property and containing any plumbing fixtures shall, within ninety (90) days after completion of the public sewer in such district or area, have all such fixtures connected to the such public sewer, and all cesspools or septic tanks on such property shall be disconnected and completely filled with good, sound earth at the time the sewer connection is made; provided, however, if the property has been, previous to its inclusion in a sewer district, connected to a public sewer and if such connection is approved by the director of public works, such connection shall be considered as complying with the provisions of this section. (Ord. No. NS-2921, 7, 8-1-17) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 28 of 54 Sec. 39-52. Connection outside of a sewer district; permit required. Any lot or any building or structure on any lot located within the city, but outside of an existing sewer district or area served by a public sewer, may be connected with a public sewer, but no person shall make any such connection unless and until he shall have been granted a sewer permit for such connection and unless and until such person or the owner of such lot or parcel or his duly authorized agent, shall have paid to the agency an amount equal to that which would have been assessed to such lot or parcel had it been in the district assessed for the existing sewer to which the connection is to be made. The amount may be reduced at the discretion of the director of public works to allow for extra length of house sewer or connecting sewer if necessary. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-53. Connection permit required; determination of fee. (a) Except as provided in subsection (b), no person shall make any sewer connection unless a permit shall have been applied for and issued by the director of public works. No permit for such connection shall be issued by the director of public works as provided in this section unless the application is accompanied by the payment of a fee to the agency in an amount which the director of public works shall determine to be the applicant's proportionate share of the cost of construction of such public sewer, as prescribed in subsection (c). (b) Whenever a main sewer line is replaced by a new line, the laterals connected to the former line shall be connected to the new line and the entire lower lateral shall be reconstructed or rehabilitated as part of the installation thereof. In such event, no permit shall be required from the owner or occupant of any existing premises thus reconnected. (c) The sewer connection fee for the applicant's proportionate share of the cost of public sewer construction shall be computed on the following basis: (1) The fee shall be an amount equal to the assessment per fixture unit, multiplied by the net increase in fixture units on the parcel or parcels for which sewer connection application is made over the total fixture units previously serviced by any sewer line to which such parcel or parcels were connected. The number of fixture units assigned to each plumbing fixture shall be as provided in the California Plumbing Code. (2) In all cases of sewer connection application for the servicing of a commercial laundry or restaurant, a fee in the amount of the standard cost per fixture unit multiplied by thirty (30) fixture units per clothes washing or dishwashing machine shall be assessed in addition to other fee assessments pursuant to subsection (c)(1). (3) The city council shall, from time to time, establish by resolution the current assessment per fixture unit and the sewer connection application fees resulting therefrom in accordance with this section. (4) All fees collected shall be deposited into the sewer connection fee fund pursuant to article VII of chapter 13. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-54. Development conditioned upon sewer line construction. The director of public works shall review building permit applications for the purpose of determining whether the proposed development would result in an overload of existing sewer line capacity. No building permit which would result in such overload shall be approved unless a sewer line of sufficient capacity be first constructed or unless the city and the applicant enter into an agreement for its subsequent construction. In determining the #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 29 of 54 necessary sewer line capacity, the director of public works shall take into account the anticipated future development of all parcels that use or will use the sewer line to be constructed. The city may enter into an agreement with any person constructing a sewer line pursuant to this section by which such person, or his successor-in-interest, shall be reimbursed for costs of construction of a sewer line, to the extent they exceed such person's own sewer connection fees due under section 39-53, solely from revenues in the sewer connection fee fund established by article VII of chapter 13. Any such agreement may provide that any fee that would otherwise be due pursuant to section 39-53 from the contracting party shall be a credit on the contracting party's right to receive reimbursement, in which case no payment of the fee to the city shall be required from the contracting party. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-55. General regulations. (a) Maintenance of discharger's facilities. Dischargers shall prevent the discharge of FOG and prohibited wastes pursuant to section 39-58 and keep their sewer laterals, cleanouts, and other apparatus (except facilities owned by the city) in good repair and free from leakage and blockages at their own expense. Customers shall be liable for all damages which may result from the customer's failure to maintain such facilities in good repair and free from leakage and blockages. (b) Vacated premises. Sewerage rates will be charged for vacated premises until the city is notified of the discontinuance of the use of water and is requested to turn off the water. (c) Admittance to premises. Any authorized employee of the city shall be admitted at all reasonable hours to all appropriate parts of the premises supplied with sewerage service to see that the provisions of this article, resolutions adopted pursuant hereto, and administrative regulations published in accordance herewith are carried out. (d) Responsible owner or applicant. In all cases where sewerage service is being provided to several tenants from one (1) connection, the city contracts only with the person designated on the application. Failure by such person to comply with the provisions of this article, or with resolutions or regulations enacted or adopted pursuant hereto, shall be sufficient cause to disconnect all service until such ordinances, resolutions, or regulations are complied with. (e) Damage to discharger's property. The city will not be responsible for damages to buildings or their contents from any blockage in any portion of a sewer lateral. (f) Unused sewer lateral. Any sewer lateral connection which has been installed for a period of ten (10) years or more and has not been activated for ten (10) years shall be considered inactive and obsolete. Any person desiring sewerage service for such premises or any portion thereof formerly served by the inactive sewer lateral shall make application for a new sewer lateral connection and pay the current charge therefore. (g) Facilities owned by city. The city's ownership of sewer facilities ends at the point of connection between the sewer main and the sewer lateral, or, in other special installations, where the city's facilities terminate. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-55.1. Sewerage service chargePurpose. In order to reimburse the city, in part, for its service in transporting sewerage from a water utility customer or other person using the city-owned sewer system and facilities to Orange County's publicly owned treatment works and related infrastructure, and to operate, maintain, repair, and replace the city-owned sewer system and facilities, it is appropriate for the city to charge a sewerage service fee. This charge does not duplicate any existing #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 30 of 54 fee, charge, levy, or other toll currently collected by any public agency, and is intended to be, and shall be interpreted as, distinct and separate from any current or future (a) sewer standby or availability charge or assessment; (b) special benefit assessment or special tax imposed pursuant to state or local law; (c) sewer connection charge or sewer capacity charge paid in connection with or as a condition of approving an application for sewer service; or (d) mitigation fee imposed on new development pursuant to state law (California Government Code section 66000 et seq.) or local law. Where appropriate, words and phrases used in sections 39- 55.139.55.5 shall have the same meaning as given them under article II. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-55.2. SameEstablishment. (a) Except as provided in section 39-55.3, upon each water utility customer of the city there shall be imposed, in addition to the commodity charge for usage of city water, a sewerage service charge. All sewerage service charges imposed pursuant to this subsection, together with all charges imposed pursuant to subsections (b) and (c), shall be due and payable at the same time and in the same manner and subject to the same penalties for unsatisfied fees, charges, and penalties as provided in section 39-20 for payment of municipal utility services account/billing statements for water utility services pursuant to article II, but shall be listed as separate line items on the municipal utility services account/billing statement. The sewerage service fee shall be charged based upon the volume of usage of the city's sewer system by the water utility customer, as measured by metered water service. (b) Except as provided in section 39-55.3, a sewerage service charge shall be imposed upon any person who receives potable water service from a municipal water provider other than the city or from a private water provider, and who discharges into the city-owned sewer system and facilities. The sewerage service charge shall be made upon the volume of usage of the city's sewer system by the person, as measured by metered water service or other means approved by the director of public works or designee. (c) Sewer system capital recovery charge. Customers receiving sewer service will be charged a sewer system capital recovery fee as established by resolution. (d) Lower sewer lateral replacement charge. Customers receiving sewer service will be charged a sewer lateral repair fee as established by resolution. (e) Fats, oils, and grease control program. Food service establishments and food facilities receiving sewer service will be charged a fats, oils, and grease control program charge as established by resolution. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-55.3. SameExceptions. The following types of connections shall not be liable for payment of the sewerage service charge: (a) Fire protection service connections when separately metered; (b) Irrigation service connections when separately metered; (c) Any individual, partnership, association, corporation, or agency of government that is not connected to the city's sewerage system; provided, however, that it shall be the obligation of the individual, partnership, association, corporation or agency of government to present evidence of this fact to the city; or (d) Any water utility customer who has not received city-supplied water during a billing period. (Ord. No. NS-2921, 7, 8-1-17) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 31 of 54 Sec. 39-55.4. SameSetting charge. The city council shall, from time to time, set a sewerage service charge in accordance with applicable law. All monies collected from the sewerage service charge, including penalties and interest for late payment, shall be deposited into the sewerage enterprise fund established pursuant to chapter 13. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-55.5. SameDelinquencies. (a) Sewerage service charges and other sewerage service related charges established under section 39-55.2 and any penalties accrued for failure to make timely payment therefore shall be a civil debt owing to the city. (b) In the event that the owner and occupant of the premises or property receiving sewerage service are the same, then said civil debt against such customer shall constitute a lien against said property upon recordation following appropriate action by the city council following substantial compliance with all provisions of California Government Code section 54354 et seq., as it may be amended from time to time, including notice and an opportunity to be heard; except as may be provided therein. As a separate and distinct remedy, the city attorney is authorized to bring suit pursuant to California Government Code section 54356. (c) Establishment of a lien against the property shall remove said sewerage charge(s) from the city's regular consolidated municipal utility services account/billing statement and toll the accrual of additional penalties therefore under section 39-20. (d) The city shall not disconnect water utility service for failure to pay the sewer service charge, unless such failure is accompanied by a customer's failure to pay the water utility service, in which case disconnection of water utility service shall be governed by article II. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56. Fats, oils, and grease controlPurpose and policy. (a) The purpose of this section is to allow the maximum beneficial public use of the city's sewer services and facilities while preventing blockages of the sewer lines resulting from discharges of fats, oils, and grease (FOG) to the sewer facilities and to specify appropriate FOG discharge requirements for FSEs. (b) The purpose of this section is to comply with federal, state, and local policies regarding sanitary sewer overflows and to allow the city to meet applicable standards and provisions for the regulations of wastewater or waste containing FOG discharges to the sewer facilities. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.1. SameRule and regulations and interpretations. (a) The director of public works is hereby authorized and directed to promulgate rules and regulations consistent with the provisions of this section as may be necessary or desirable to aid in administration of this section and the FOG control program. Any such rule or regulation may be added, modified, or deleted as necessitated by changes in law, increased demands of regulatory agencies, or technological improvements or advances. The rules and regulations shall be filed in the office of the director of public works and maintained in an orderly manner readily accessible to the public. Further, the city will provide a copy of the rules and regulations to all FSEs at the time of initial inspection for compliance with this section. The burden to secure #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 32 of 54 and comply with the rules and regulations shall be upon the FSE and in accordance with the goals and purposes of the FOG control program. (b) The city manager, the director of public works, and persons designated and under the instruction and supervision of any of them, may investigate compliance of this chapter. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.2. SameProhibitions. (a) Prohibitions. The following prohibitions shall apply to all FSEs: (1) The discharge into the sewer system of FOG that may accumulate and/or cause or contribute to blockages in the sewer system or at the sewer system lateral, except as provided herein. (2) The installation of food grinders in the plumbing system of new constructions of FSEs. All existing food grinders shall be removed from FSEs within one hundred eighty (180) days of the effective date of this section. (3) The introduction of any additives into a FSE's wastewater system for the purpose of emulsifying FOG, unless a specific written authorization from the FOG control program manager is obtained. (4) The disposal of cooking oil into drainage pipes. (5) The discharge of wastewater from dishwashers into any grease trap or grease interceptor. (6) The discharge of wastewater with temperatures in excess of 140°F to any grease control device, including grease traps and grease interceptors. (7) The use of biological additives for grease remediation or as a supplement to interceptor maintenance, without prior authorization from the FOG control program manager. (8) The discharge of waste from toilets, urinals, washbasins, and other fixtures containing fecal materials to sewer lines intended for grease interceptor service. (9) The discharge of any waste, including FOG and solid materials removed from the grease control device, to the sewer system. (b) Dishwashers and food waste disposal units shall not be connected to or discharged into any grease trap. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.3. SameBest management practices required. All FSEs shall implement best management practices (BMPs) in their operation to minimize the discharge of FOG to the sewer system. The requirements and guidelines for BMPs are specified in the rules and regulations. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.4. SameFOG pretreatment. (a) FOG pretreatment required. Waste containing FOG shall be discharged into the sewer system only under the conditions of this section. The following facilities shall discharge all waste from sinks, dishwashers, drains, and any other fixtures through which grease may be discharged, into an adequately sized, properly maintained and functioning grease interceptor before the discharge enters the sewer system, as well as provide a grease interceptor effluent monitoring port. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 33 of 54 (b) Newly constructed FSEs. (1) A newly constructed FSE(s) shall install grease interceptors prior to commencing the discharge of wastewater to the sewer system. (2) Existing FSEs undergoing remodeling or a change in operations shall be required to install a grease interceptor prior to commencing the discharge of wastewater to the sewer system. (c) Existing FSEs. Existing FSEs are not required to install a grease interceptor unless the FOG control program manager makes a determination that the existing FSE currently or potentially adversely impacts the sewer system by causing or contributing to: (1) FOG hot spots; (2) Interference; (3) SSOs; or (4) The FSE is not implementing or complying with BMPs as listed in the rules and regulations. (5) The FSE(s) shall install grease interceptors within one hundred eighty (180) days after receipt of official notice to install the interceptor unless the FSE obtains a conditional waiver as discussed below. (d) Conditional waiver of interceptor requirement. The FOG control program manager may provide a written waiver of the requirement to install a grease interceptor, listing the conditions upon which the waiver is granted, upon a finding of one or more of the following conditions set forth in subsections (1), (2), and (3): (1) The FSE can substantively demonstrate that it employs an alternative pretreatment technology that is equivalent to or better than a grease interceptor in controlling its FOG discharge. (2) There is no potential for FOG from the FSEs to cause or contribute to SSOs. (3) The FSE discharges of FOG are negligible and do not cause a significant impact to the sewer system. (4) The FSE may use or may be required to install grease traps in lieu of installation of a grease interceptor when: (A) Installation of an interceptor cannot physically be accomplished; (B) There is not adequate slope for gravity flow between kitchen plumbing fixtures and the grease interceptor and/or between the grease interceptor and the private collection lines or the public sewer; and (C) No alternative pretreatment can be installed. Sizing and installation of grease traps shall conform to the current edition of the California Plumbing Code. Grease traps shall be maintained in efficient operating conditions by periodic removal of their full content, including sewage, FOG, floating materials, sludge, and solids. The maintenance frequency for all FSEs with grease traps is specified in FOG Control Program Rules and Regulations. (e) Revocation of waiver. The program manager may revoke a waiver upon a determination of one (1) or more of the following: (1) Quantity of FOG discharge, as measured or as indicated by the size of FSEs based on seating capacity, number of meals served, menu, water usage, amount of on-site consumption of prepared food, and other conditions, has changed since the granting of the waiver such that the FSE is contributing to FOG discharges. (2) Adequacy of implementation and compliance with BMPs. (3) Change in sewer size, grade, and condition based on visual information. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 34 of 54 (4) Changes in operations that significantly affect FOG discharge. (5) Failure to comply with any of the conditions set forth in the waiver. (6) Any other condition deemed reasonably related to the generation of FOG discharges by the FOG control program manager. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.5. SameGrease interceptor requirements. (a) All interceptors shall be of an approved type and adequately sized in conformance with the current edition of the California Plumbing Code and shall be installed, operated, and maintained as necessary to maintain compliance with the objectives of this section. (b) Fixtures, equipment, and drain lines located in the food preparation and cleanup areas of FSEs that are sources of FOG discharges shall be connected to the grease interceptor. (c) Grease interceptors shall be constructed in accordance with the design approved by the FOG control program manager and in accordance with the current edition of the California Plumbing Code design requirements and shall have a minimum of two (2) compartments with fittings designed for grease retention. (d) The grease interceptor shall be installed at a location where it shall be at all times easily accessible for inspection, cleaning, and removal of accumulated grease. (e) Access manholes, with a minimum diameter of twenty-four (24) inches, shall be provided over each grease interceptor chamber and sanitary tee. The access manholes shall extend at least to finished grade and be designed and maintained to prevent water inflow or infiltration. The manholes shall also have readily removable covers to facilitate inspection, grease removal, and wastewater sampling activities. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.6. SameGrease interceptor maintenance requirements. (a) Grease interceptors shall be maintained in efficient operating condition by periodic removal of the full content of the interceptor. The maintenance frequency for all FSEs with a grease interceptor is specified in the rules and regulations. (b) No FOG that has accumulated in a grease interceptor shall be allowed to pass into any sewer lateral, sewer system, storm drain, or public right-of-way during maintenance activities. (c) FSEs with grease interceptors are required to maintain data and information necessary to establish the maintenance grease interceptors. This documentation shall be provided to the program manager as requested. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.7. SameMultiple FSEs on same property. Property owners with more than one (1) FSE located on the same property shall be responsible for the installation and maintenance of a grease interceptor(s) and shall be responsible for compliance of the interceptor(s) with FOG program requirements. (Ord. No. NS-2921, 7, 8-1-17) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 35 of 54 Sec. 39-56.8. SameMonitoring for compliance. In an effort to minimize the discharge of FOG to the sewer system, the FOG control program manager may require the FSE to monitor and/or sample wastewater for compliance with the rules and regulations. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.9. SameRecordkeeping requirements. All FSEs shall be required to keep records in accordance with the rules and regulations established by the city under its FOG control program for no less than two (2) years. Required records include, but are not limited to, grease interceptor/trap maintenance and cleaning logs, employee-training logs, waste hauling manifest, interceptor sampling data, and facility plumbing and mechanical plans. The FSE shall, upon reasonable request, make the records available to the program manager or his designee. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.10. SameInspection and sampling conditions. (a) The FOG control program manager or his designee may inspect or order the inspection of and sample the wastewater discharges of any FSE to ascertain whether the FSE is complying with all requirements of this section. The FSE shall allow the city access to the FSE premises, during normal business hours, for purposes of inspecting the FSE's grease control devices or interceptor, or reviewing the manifests, receipts, and invoices relating to the cleaning, maintenance, and inspection of the grease control devices or interceptor. Where a FSE has security measures in force, the FSE shall make necessary arrangements so that representatives of the city shall be permitted to enter without delay for the purpose of performing their specific responsibilities/inspections. (b) The FOG control program manager or his designee shall have the right to place or order the placement on the FSE's property such devices as are necessary to conduct sampling or metering operations. The FSE shall, without restriction, make available for inspection and copying by the program manager or his designee all notices, monitoring reports, waste manifests, and records including, but not limited to, those related to wastewater generation, and wastewater disposal. All such records shall be kept by the FSE for a minimum of two (2) years. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.11. SameRight of entry. Persons or occupants of premises where wastewater is created or discharged shall allow the FOG control program manager or his designee reasonable access to all parts of the wastewater generating and disposal facilities for the purposes of inspection and sampling during all times the discharger's facility is open, operating, or any other reasonable time. No person shall interfere with, delay, resist, or refuse entrance to city representatives attempting to inspect any facility involved directly or indirectly with a discharge of wastewater to the city's sewer system. If entry is refused, the FOG control manager or his designee shall have recourse to the remedies provided by law to secure entry. (Ord. No. NS-2921, 7, 8-1-17) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 36 of 54 Sec. 39-56.12. SameEmergency notification requirements. (a) In the event a FSE is unable to comply with any section condition due to a breakdown of equipment, accidents, or human error, or the FSE has reasonable opportunity to know that its discharge will exceed the discharge provisions of the this section, the discharger shall immediately notify the program control manager. If the material discharged to the sewer has the potential to cause or result in sewer blockages or SSOs, the discharger shall immediately notify the local health department and the city. (b) Confirmation of this notification shall be made in writing to the FOG control program manager no later than five (5) working days from the date of the incident. The written notification shall state the date of the incident, the reasons for the discharge or spill, what steps were taken to immediately correct the problem, and what steps are being taken to prevent the problem from recurring. (c) Such notification shall not relieve the FSE of any expense, loss, damage, or other liability which may be incurred as a result of damage or loss to the city or any other damage or loss to person or property; nor shall such notification relieve the FSE of any charges, fees or other liability which may be imposed by this section or other applicable law. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.13. SameEmergency suspension order. The city may, by order of the director of public works, suspend sewer service when the director of public works determines that such suspension is necessary in order to stop an actual or impending discharge which presents or may present an imminent or substantial endangerment to the health and welfare of persons, or to the environment; or may cause SSOs, sewer blockages, or interference to the city's sewer facilities; or may cause the city to violate any state or federal law or regulation. Any discharger notified of and subject to an emergency suspension order shall immediately cease and design the discharge of all wastewater containing FOG to the sewer system. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.14. SameNuisance. Any condition that the FOG control manager determines may result in the discharge of waste, which causes or contributes to any sewer blockage, SSOs, obstruction, interference, damage, or any other impairment to the city's sewer facilities or to the operation of those facilities, shall constitute a threat to the public health, safety, and welfare, and is declared and deemed a public nuisance and may be summarily abated as such. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-56.15. SameViolation of other laws. Any person acting in violation of this section also may be acting in violation of the Federal Clean Water Act or the California Porter-Cologne Water Quality Control Act and other laws and also may be subject to sanctions including civil liability. Accordingly, the enforcing attorney is authorized to file a citizen suit pursuant to Federal Clean Water Act Section 505(a), seeking penalties, damages, and orders compelling compliance, and other appropriate relief. The enforcing attorney may notify the Environmental Protection Agency, the California Regional Water Quality Control Board, or any other appropriate state or local agency, of any alleged violation of this section. (Ord. No. NS-2921, 7, 8-1-17) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 37 of 54 Sec. 39-56.16. SameOther civil remedies. (a) The enforcing attorney may file an action for civil damages in a court of competent jurisdiction seeking recovery of: (1) All costs incurred in enforcement of the section, including but not limited to costs relating to investigation, sampling, monitoring, inspection, administrative expenses, all other expenses as authorized by law, and consequential damages; (2) All costs incurred in mitigating harm to the environment or reducing the threat to human health; and (3) Damages for irreparable harm to the environment. (b) The remedies available to the city pursuant to the provisions of this article shall not limit the city's right to seek any other remedy that may be available by law. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-57. Infiltration and inflow into sewer system. All city-owned sewer lines and private on-site sewer lines and laterals should be constructed and maintained to prevent water infiltration into the sewer system. Private on-site sewer lines and public sewer lines shall be used only to convey raw sewage. Rainfall runoff sources (including but not limited to roof drains, site drains, inlets, uncovered wash area drains, etc.) are prohibited from connecting to any public or private sanitary sewer pipeline. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-58. Introduction of pollutants prohibited. No person shall introduce or cause to be introduced any of the following into the city's sewer system: (a) Pollutants that create a fire or explosion hazard in the sewer collection system or the publicly owned treatment works (POTW), including but not limited to waste streams with a closed cup flashpoint of less than 140° Fahrenheit or 60° Centigrade using the test methods specified in 40 CFR (Code of Federal Regulations) section 261.21. (b) Pollutants that will cause corrosive structural damage to the sewer collection pipes and structures, but in no case discharges with pH lower than five (5.0), unless the sewer system is specifically designed to accommodate such discharges. (c) Solid or viscous substances in amounts which will cause obstruction to the flow in the sewer collection system or the POTW, resulting in interference. (d) Any pollutant, including oxygen demanding pollutants, exerting biological oxygen demand, released in a discharge at a flow rate and/or pollutant concentration which will cause interference with the POTW. (e) Heat in amounts, which will inhibit biological activity in the POTW resulting in interference, but in no case heat in such quantities that the temperature at the POTW treatment plant exceeds 40° Centigrade (104° Fahrenheit) unless the approval authority, upon request of the POTW, approves alternate temperature limits. (f) Petroleum oil, non-biodegradable cutting oil, or products of mineral oil in amounts that will cause interference or pass through. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 38 of 54 (g) Pollutants which result in the presence of toxic gases, vapors, or fumes within the sewer collection system or the POTW in a quantity that may cause acute worker health and safety problems. (h) Any trucked or hauled pollutants. (i) Large volume discharges in a short period of time (slug flows) that adversely affect the operational capacity of the sewer. (Ord. No. NS-2921, 7, 8-1-17) Sec. 39-59. Private sewer overflows prohibited. (a) No person shall cause or create a condition which causes a private sanitary sewer overflow. When a private sanitary overflow is found to occur, it shall be the responsibility of the private property owner to: (1) Immediately prevent the continued discharge of wastewater onto the public right-of-way; (2) Capture and collect any overflowed or spilled wastewater and return it to the appropriate sewer facilities; (3) Clean and sanitize all affected areas, both within private property and public right-of-way, to the satisfaction of the director of public works; and (4) Comply with all other federal, state, and local health department requirements. (b) Any private property owner who causes or creates a condition which causes a private sanitary sewer overflow and or fails to satisfy the above mitigation responsibilities will be subject to administrative citations under section 1-21. If city personnel are dispatched to perform any of the actions outlined in this section, for any reason, the city reserves the right to charge the private property owner for staff time, equipment, and material spent. Such charges may be billed directly to the private property owner or his/her designee or added to the owner's sewerage service utility account if one (1) exists. (c) The remedies available to the city pursuant to the provisions of this article shall not limit the city's right to seek any other remedy that may be available by law. (Ord. No. NS-2921, 7, 8-1-17) ARTICLE IV. CONSTRUCTION AND ABANDONMENT OF WELLS Sec. 39-60. Purpose. It is the purpose of this article to control the construction and reconstruction of wells to the end that the ground water of this city will not be impaired in quality and that water obtained from such wells will be suitable for the purpose for which used and will not jeopardize the health, safety or welfare of the people of this city and to provide for the destruction of abandoned wells or wells found to be public nuisances to the end that such wells will not impair the quality of ground water or otherwise jeopardize the health, safety or welfare of the people of this city. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-61. Definitions. As used in this article, the following words shall have the meaning provided in this section. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 39 of 54 Abandoned and abandonment. The terms "abandoned" or "abandonment" shall apply to a well which has not been used for a period of one (1) year, unless the owner declares in writing to the advisory agency his intention to use the well again for supplying water or other associated purpose (such as an observation well or injection well) and receives approval of such declaration from the advisory agency. All such declarations shall be renewed annually and at such time be resubmitted to the advisory agency for approval. Test holes and exploratory holes shall be considered abandoned twenty-four (24) hours after construction work has been completed, unless otherwise approved by the enforcement officer. Advisory agency. At all such times as an agreement is in effect between the City of Santa Ana and the County of Orange providing for the enforcement of the provisions of this article by the County of Orange, the advisory agency shall be as set forth in that agreement; otherwise, the advisory agency shall be the city council of the City of Santa Ana. Agricultural well. A water well used to supply water for irrigation or other agricultural purposes, including so- called stock wells. Cathodic protection well. Any artificial excavation in excess of fifty (50) feet constructed by any method for the purpose of installing equipment or facilities for the protection, electrically, of metallic equipment in contact with the ground, commonly referred to as a cathodic protection well or a deep anode. Community water supply well. A water well used to supply water for domestic purposes in systems subject to Chapter 7 of Part I of Division 5 of the California Health and Safety Code. Construct, reconstruct (construction, reconstruction). To dig, drive, bore, drill or deepen a well, or to reperforate, remove, replace, or extend a well casing. Destruction. The proper filling and sealing of a well that is no longer useful so as to assure that the ground water is protected and to eliminate a potential physical hazard. Electrical grounding well. Any artificial excavation in excess of fifty (50) feet constructed by any method for the purpose of establishing an electrical ground. Enforcement officer. At all such times as an agreement is in effect between the City of Santa Ana and the County of Orange providing for the enforcement of the provisions of this article by the County of Orange, the enforcement officer shall be as set forth in that agreement; otherwise, the enforcement officer shall be the director of public works of the City of Santa Ana or his designee. Individual domestic well. A water well used to supply water for domestic needs of an individual residence or commercial establishment. Industrial well. A water well used to supply an industry on an individual basis. Observation well. A well used for monitoring or sampling the conditions of a water-bearing aquifier, such as water pressure, depth, movement or quality. Permit. A written permit issued by the enforcement officer permitting the construction, reconstruction, destruction, or abandonment of a well. Person. Any person, firm, corporation or governmental agency. Public nuisance. The term "public nuisance," when applied to a well, shall mean any well which threatens to impair the quality of ground water or otherwise jeopardize the health or safety of the public. Salt water (hydraulic) barrier well. A well used for extracting water from or injecting water into the underground as a means of preventing the intrusion of salt water into a fresh water bearing aquifer. Test or exploratory hole. An excavation used for determining the nature of underground geological or hydrological conditions, whether by seismic investigation, direct observation or any other means. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 40 of 54 Well. Any artificial excavation constructed by any method for the purpose of extracting water from or injecting water into the underground, for providing cathodic protection or electrical grounding of equipment, for making tests or observations of underground conditions, or for any other similar purpose. Wells shall include, but shall not be limited to, community water supply wells, individual domestic wells, industrial wells, agricultural wells, cathodic protection wells, electrical grounding wells, test and exploratory holes, observation wells and salt water (hydraulic) barrier wells, as defined herein, and other wells whose regulation is necessary to fulfill the purpose of this article as determined by the advisory agency. Wells shall not include: (a) Oil and gas wells, geothermal wells or other wells constructed under the jurisdiction of the state department of conservation, except those wells converted to use as water wells; (b) Wells used for the purpose of dewatering excavations during construction, or stabilizing hillsides or earth embankments; or (c) Other wells whose regulation is not necessary to fulfill the purpose of this article as determined by the advisory agency. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-62. Acts prohibited; permit required. No person shall, within the City of Santa Ana, construct or reconstruct any well unless such construction or reconstruction is carried out pursuant to and in conformance with a written permit issued for that purpose by the enforcement officer as provided in this article. Nor shall any such person abandon a well unless it has been destroyed pursuant to and in conformance with a written permit issued by the enforcement officer. Nor shall any such person violate the terms of any order issued by the advisory agency or the enforcement officer, issued pursuant to this article. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-63. Applications for permits; contents, fee; term, conditions, cancellation of permit. Applications for permits shall be made to the enforcement officer containing such information as he shall require. Each application shall be accompanied by a fee as established by the Orange County Board of Supervisors on the basis of the cost incurred in enforcing the provisions of this article. Fifty (50) per cent of the fee shall be returned to the applicant should the permit be denied or if the permit is cancelled within sixty (60) days after issuance and no work has been done. A permit shall remain in effect for one (1) year from date of issuance. Permits may be issued subject to any condition or requirement found by the enforcement officer to be necessary to accomplish the purposes of this article. A permit may be cancelled or the conditions amended by the enforcement officer if he determines that to proceed with the work would result in a public nuisance or the permit holder has violated the terms of the permit or this article. (Ord. No. NS-1219, § 1, 9-16-74; Ord. No. NS-2145, § 6, 9-16-91) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 41 of 54 Sec. 39-64. Notification of completion of work; inspection. The permittee shall notify the enforcement officer in writing upon completion of the work and no work shall be deemed to have been completed until such written notification has been received. A final inspection of the work shall be made by the enforcement officer and no permittee shall be deemed to have complied with this article or his permit until such inspection has been performed. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-65. Notice of denial or cancellation of permit. In the event a permit is denied or cancelled, the applicant or permit holder shall be given written notice by the enforcement officer, which notice shall specify the reasons for his action and shall notify the applicant or permit holder of his right to request a hearing before the advisory agency within ten (10) days. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-66. Notice that well constitutes public nuisance; posting, contents. In the event the enforcement officer determines that a well constitutes a public nuisance, he shall mail a written notice to the landowner and the permit holder, if other than the landowner. A copy of the notice shall be posted on the affected property. The notice shall state the specific facts giving rise to such nuisance; the corrective measures deemed necessary; the time, date, and place at which a hearing shall be held by the advisory agency relating thereto, which date shall be not less than ten (10) nor more than thirty (30) days after the date such notice is mailed. The notice shall state that in the event the advisory agency determines that a public nuisance exists a special assessment shall be imposed upon the land for any costs of abatement. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-67. Immediate abatement of nuisance. If the enforcement officer finds that immediate action is necessary to prevent impairment of the ground water or a threat to the health or safety of the public, he may abate the nuisance without giving notice. Within twenty-four (24) hours after initiating such abatement, the enforcement officer shall give notice of a hearing before the advisory agency in the manner prescribed in section 39-66. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-68. Board hearing. At the time fixed for the hearing, the advisory agency shall hear and consider all relevant testimony and evidence offered by the landowner and by any other interested person. In the event the advisory agency finds that a public nuisance exists, it shall direct the enforcement officer to take any necessary action to protect the ground water or the health and safety of the public, unless the situation is corrected by the landowner on or before a date to be specified by the advisory agency. The costs of such corrective work by the enforcement officer shall become a special assessment upon the land pursuant to section 39-69. If the advisory agency finds that a permit was improperly denied or cancelled, it shall order the enforcement officer to issue or reinstate such permit. (Ord. No. NS-1219, § 1, 9-16-74) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʈ Ơ%34ơ (Supp. No. 30) Page 42 of 54 Sec. 39-69. Abatement costs a special assessment. Upon a finding by the advisory agency that a well constitutes a public nuisance, all cost of abatement carried out under the terms of this article shall constitute a charge and special assessment upon the parcel of land involved. If such costs are not paid within sixty (60) days, they shall then be declared a special assessment against that parcel as provided in Government Code, Section 28773.5. Such special assessment shall be collected at the same time and in the same manner as ordinary city taxes are collected and shall be subject to the same penalties and the same procedures and sale in case of delinquency as provided for ordinary city taxes. The city shall retain the additional and independent right to recover its costs by way of civil action against the owner and person in possession or control, jointly or severally. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-70. Standards. Standards for the construction, reconstruction, destruction, or abandonment of wells shall be the standards recommended in the state department of water resources Bulletin No. 74, Chapter II, and future amendments thereto. Standards for the construction, reconstruction, destruction or abandonment of cathodic protection wells and electrical grounding wells shall be the standards recommended in the state department of water resources Bulletin No. 74-1, and future amendments thereto. Well standards may be modified by the enforcement officer, with the advice and concurrence of the advisory agency, where required to cope with the local geological and ground water conditions. (Ord. No. NS-1219, § 1, 9-16-74) Sec. 39-71. Penalty for article violation. Any person who violates the terms of this article or any permit issued hereunder shall be guilty of a misdemeanor, punishable by a fine not exceeding five hundred dollars ($500.00) or by imprisonment not exceeding six (6) months, or by both such fine and imprisonment. Such person shall be deemed guilty of a separate offense for each and every day or portion thereof during which any such violation is committed, continued or permitted and shall be subject to the same punishment as for the original offense. (Ord. No. NS-1219, § 1, 9-16-74) Secs. 39-7239-79. Reserved. 4 ARTICLE V. RESERVED Secs. 39-8039-83.5. Reserved. 4 Ord. No. NS-2921, § 9, adopted August 1, 2017, repealed art. IV, §§ 39-8039-83.5, in its entirety. Former art. IV pertained to "Memory Lane Interceptor Sewer Development Fee," and was derived from Ord. No. NS-2178, § 1, adopted October 5, 1992. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 43 of 54 PART II -THE CODE Chapter 39 -WATER ANDSEWERS ARTICLE VI. WATER CONSERVATION 5 ARTICLE VI. WATER CONSERVATION DIVISION 1. GENERALLY Sec. 39-84. Purpose. This article establishes water management requirements necessary to conserve water, enable effective water supply planning, assure reasonable and beneficial use of water, prevent waste of water, and prevent unreasonable method of use of water within the City of Santa Ana in order to assure adequate supplies of water to meet the needs of the public, and further the public health, safety, and welfare, recognizing that water is a scarce natural resource that requires careful management not only in times of drought, but at all times. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-8539-87. Reserved. DIVISION 2. DEFINITIONS Sec. 39-88. Definitions. For the purposes of this article, unless otherwise apparent from the context, certain words and phrases used in this article are defined as follows: "City" shall mean the City of Santa Ana, Orange County, California. "City manager" means the chief administrative officer of the City of Santa Ana appointed by the city council. "Cost" means the actual cost to the utility, including all labor, material, supplies, equipment and miscellaneous items, together with any applicable indirect and general charges, plus the general administrative overhead, in accordance with the accounting practices of the utility. "Customer" means water customer or water user. "Executive director of public works" means the chief administrative officer of the public works agency of the City of Santa Ana, or his or her designee. "Flow restricting device" or "flow restrictor" means a fitting inserted into the service connection to reduce flow capacity. "Grower" refers to those engaged in the growing plant material or raising animals. 5 Ord. No. NS-3016, §§ 1, 2, adopted April 5, 2022, repealed art. VI, §§ 39-8439-93 and 39-10539-116 and enacted a new art. VI as set out herein. Former art. VI pertained to water shortage contingency plan and derived from Ord. No. NS-2073, § 1, adopted September 4, 1990; Ord. No. 2781, §§ 718, adopted April 20, 2009; and Ord. No. NS-2877, §§ 620, adopted May 19, 2015. Santa Ana, California, Code of Ordinances #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 44 of 54 "Landscape irrigation system" means an irrigation system with pipes, hoses, spray heads, or sprinkling devices that are operated by hand or through an automated system. "New construction" means, for the purposes of this article, a new building with a landscape or other new landscape such as a park, playground, or greenbelt without an associated building. "Permit" means an authorizing document issued by local agencies for new construction or rehabilitated landscape. "Person" shall mean any natural person, corporation, partnership, government entity or subdivision, trust, estate, cooperative association, joint venture, business entity, or other similar entity, or the agent, employee or representative of any of the above. "Potable water" means water that is suitable for drinking. "Recycled water" or "reclaimed water" means treated or recycled waste water of a quality suitable for non- potable uses such as landscape irrigation and water features. This water is not intended for human consumption. "Service connection" means the pipe or tubing, fittings, and valves necessary to conduct water from the distribution main to and through the meter. "Single pass cooling systems" means equipment where water is circulated only once to cool equipment before being disposed. "Valve" means a device used to control the flow of water. "Water allocation" shall mean the amount of water a customer may use in a billing cycle pursuant to this article. "Water customer" means the person in whose name service is rendered as evidenced by the signature on the application, contract or agreement for that service, or in the absence of a signed instrument, by the receipt and payment of bills regularly issued in his/her name, regardless of the identity of the actual user of the service. "Water feature" or "feature" means a design element where open water performs an aesthetic or recreational function. Water features include ponds, lakes, waterfalls, fountains, artificial streams, spas, and swimming pools (where water is artificially supplied). The surface area of water features is included in the high water use hydrozone of the landscaped area. Constructed wetlands used for on-site wastewater treatment, habitat protection or storm water best management practices that are not irrigated and used solely for water treatment or storm water retention are not water features and, therefore, are not subject to the water budget calculation. "Water shortage emergency" shall mean a condition existing within the City of Santa Ana in which the ordinary water demands and requirements of persons within the city cannot be satisfied without depleting the water supply of the city to the extent that there would be insufficient water for human consumption, sanitation, and fire protection. A water shortage emergency includes both an immediate emergency, in which the city is unable to meet current water needs of persons within its jurisdiction, as well as a threatened water shortage, in which the city determines that its supply cannot meet an increased future demand. "Water user" means any user of water including a water customer. (Ord. No. NS-3016, § 2, 4-5-22) DIVISION 3. RESERVED. Sec. 39-8939-95. Reserved. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 45 of 54 PART II -THE CODE Chapter 39 -WATER AND SEWERS ARTICLE VI. - WATER CONSERVATION DIVISION 4. REGULATIONS GOVERNING WATER CONSERVATION PHASES DIVISION 4. REGULATIONS GOVERNING WATER CONSERVATION PHASES Sec. 39-96. Applications. (a) The provisions of this article apply to any customer, person, and property using water provided by and/or used within the city. (b) The provisions of this article do not apply to uses of water necessary to protect public health and safety or for essential government services, such as police, fire, and other similar emergency services. (c) The provisions of this article do not apply to the use of recycled water, with the exception of section 39-99, as recycled water is considered a valuable source of water. (d) The provisions of this article do not apply to the use of water by commercial nurseries and commercial growers to sustain plants, trees, shrubs, crops or other vegetation intended for commercial sale, with the exception of section 39-99. (e) The provisions of this article do not apply to the use of water from private wells, with the exception of section 39-99. (f) This article is intended solely to further the conservation of water. It is not intended to implement any provision of federal, state, or local statutes, ordinances, or regulations relating to protection of water quality or control of drainage or runoff. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-97. Procedures for determination of water supply shortage and level implementation. (a) Under Water Code Section 10632.1, the city is required to submit a water shortage assessment "report" to the California Department of Water Resources by July 1 of each year. (b) The city will follow a written decision-making process defined in the Water Shortage Contingency Plan (WSCP) to assess water supply reliability on an annual basis. (c) The executive director of public works will determine if a water shortage exists based on the water shortage criteria and levels defined in the WSCP. (d) In the event a water shortage is triggered according to the procedures and conditions defined in the adopted WSCP, the city council shall make findings of water supply shortage and declare the applicable water conservation phase by resolution. The implemented phase of the water supply shortage shall be in effect until the city council declares that the water supply shortage has ended or until another phase has been implemented. (e) The public will be informed of the shortage according to the procedures and protocols for communication identified in section 39-98 of this article. (f) Subject to subsequent ratification by the city council, when the executive director of public works determines that a sudden event has, or threatens to, significantly diminish the reliability or quality of the city's water supply, the executive director of public works may declare a catastrophic water supply shortage and impose emergency water allocation or conservation actions as deemed necessary, in the executive Santa Ana, California, Code of Ordinances #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 46 of 54 director of public works' professional judgment, to protect the reliability and quality of the city's water supply, until the emergency passes or the city takes other action. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-98. Procedures and protocols for communication. Upon declaration of a water shortage, the city will inform all relevant stakeholders, such as customers, the public, interested parties, and local, regional, and state governments, of the effective date of the water shortage response actions associated with the relevant level according to the communication procedures identified in the city's WSCP, including: (a) Any current or predicted shortages as determined by the annual water supply and demand assessment. (b) Any shortage response actions triggered or anticipated to be triggered by the annual water supply and demand assessment. (c) Any other relevant communications. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-99. Permanent water conservation requirementsProhibition against water waste. The following water conservation requirements are effective at all times and are permanent. Violations of this section will be considered waste and an unreasonable use of water. Noncompliance with restrictions on water waste shall be subject to an administrative citation. (a) Watering of a lawn, landscape or other vegetated area between the hours of 8:00 a.m. and 6:00 p.m. is prohibited. Hand-held water cans, buckets, or similar containers reasonably used to convey water for irrigation purposes are not subject to these time restrictions. Similarly, a hand-held hose equipped with a fully functioning, positive self-closing water shut-off nozzle, may be used during the otherwise restricted period. If necessary, and for very short periods of time, for the express purpose of adjusting or repairing a landscape irrigation system, one may operate a landscape irrigation system during the otherwise restricted period. (b) Washing down sidewalks, walkways, driveways, parking areas, or other hard or paved surfaces is prohibited, except to alleviate safety or sanitary hazards using a handheld container, hose with an automatic shut-off device, or a low-volume high-pressure cleaning machine that recycles used water. (c) Watering or irrigating of any lawn, landscape or other vegetated area in a manner that causes or allows excessive water flow or runoff from the property onto an adjoining sidewalk, driveway, street, alley, gutter or ditch is prohibited. (d) The use of water to irrigate outdoor landscapes during or within forty-eight (48) hours after measurable rainfall is prohibited. (e) Using water to wash or clean a vehicle, including, but not limited to, any automobile, truck, van, bus, motorcycle, boat or trailer, is prohibited, except by use of a hand-held bucket or hand-held hose equipped with a positive self-closing device or water shut-off nozzle. This subsection does not apply to any commercial car washing facility. (f) The use of water to clean, fill, or maintain levels in decorative fountains, ponds, lakes, or other similar aesthetic structures, unless such water is part of a re-circulating system, is prohibited. The only exceptions shall be a water feature currently listed in the National Register of Historic Places, where #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 47 of 54 water use is deemed necessary for the integrity of the feature, or a water feature that has been issued a waiver from the city. (g) All leaks, breaks, or other malfunctions in the water user's plumbing, irrigation or distribution system must be repaired within seventy-two (72) hours, unless other arrangements are made with the city. (h) No restaurant, hotel, café, cafeteria or other public place where food is sold, served or offered for sale shall serve drinking water to any customer unless expressly requested. (i) Hotels, motels and other commercial lodging establishments must provide customers the option to opt out of towels and linen laundering service. Commercial lodging establishments must prominently display notice of this option in each bathroom using simple and easily understood language. (j) Food preparation establishments such as restaurants or cafes are prohibited from using non-water efficient kitchen pre-rinse spray valves. (k) Installation of single pass cooling systems is prohibited in any new or remodeled buildings. (l) Commercial car wash system: Effective on January 1, 2012, all commercial conveyor car wash systems must have installed operational re-circulating water systems or must have secured a waiver of this requirement from the city. (m) Installation of non-recirculating water systems is prohibited in new commercial conveyor car wash and new commercial laundry systems unless a waiver from the city has been obtained. (n) Watering or irrigation with a device that is not continuously attended is limited to fifteen (15) minutes per day per valve. Low flow drip type systems, water efficient stream rotor systems, and sensor/weather-controlled systems are exempt. (o) Any new planting should be performed with drought tolerant plants, as listed in the Metropolitan Water District of Southern California's list of California friendly plants. (p) Irrigating ornamental turf on public street medians is prohibited. (q) Use a shutoff nozzle on hoses is required at all times. (r) Unauthorized use of hydrants is prohibited. Authorization for use must be obtained from the city. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-100. Water shortage levels. The city's Water Shortage Contingency Plan defines six (6) water supply shortage levels corresponding to progressive ranges of up to ten (10), twenty (20), thirty (30), forty (40), and fifty (50) percent shortages and a greater than fifty (50) percent shortage. The city council by resolution shall require or impose reductions in the use of water if such reductions are necessary in order for the city to comply with water use restrictions imposed by federal, state or regional water agencies, or to respond to local or regional water shortage conditions and emergencies, as defined in the city's Water Shortage Contingency Plan. Depending on the expected duration and severity of the shortage, these measures may include, but are not limited to, some or all of the water conservation management measures listed for each of the six (6) water supply shortage levels listed below and in the WSCP, which shall take effect upon declaration by the city council. In an emergency, the executive director of public works may make the declaration, which will be ratified by the city council at a subsequent meeting. During each elevated water supply shortage level, the water conservation/demand management measures will include the permanent water conservation requirements and the water conservation management measures #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 48 of 54 of the previous level(s). Each level is intended to be more restrictive than the previous level(s). The city may implement other prohibited water uses as determined by the city, after notice to customers. (a) Water Shortage Level 0. Water shortage level 0 exists during periods when the city anticipates no supply reductions. City's permanent water conservation requirements (section 39-99) are in place at all times to prevent waste and unreasonable use of water. (b) Water Shortage Level 1. Water shortage level 1 exists when the city determines, in its sole discretion, that due to drought or other water supply restrictions, a water supply shortage exists and a consumer demand reduction of up to ten (10) percent is necessary to make more efficient use of water and appropriately respond to existing water restrictions. In addition to the permanent water conservation requirements, the demand reduction actions provided in the most recent WSCP apply, including, but not limited to: (1) Watering of a lawn, landscape or other turf areas between the hours of 6:00 a.m. and 6:00 p.m. is prohibited, except by use of hand-held device, hose equipped with an automatic shutoff device, or for adjusting or repairing an irrigation system for short periods of time. (2) All leaks, breaks, or other malfunctions in the water user's plumbing, irrigation or distribution system must be repaired within seventy-two (72) hours of notification by the city, unless other arrangements are made with the city. (3) All non-essential water use for public entities shall cease. (c) Water Shortage Level 2. Water Shortage Level 2 exists when the city determines, in its sole discretion, that due to drought or other water supply restrictions, a water supply shortage exists and a consumer demand reduction of eleven (11)twenty (20) percent is necessary to make more efficient use of water and appropriately respond to existing water restrictions. In addition to the above-mentioned requirements and Permanent Water Conservation Requirements, the demand reduction actions provided in the most recent WSCP apply, including, but not limited to: (1) All leaks, breaks, or other malfunctions in the water user's plumbing, irrigation or distribution system must be repaired within forty-eight (48) hours of notification by the city, unless other arrangements are made with the city. (2) Irrigation shall be limited to two (2) days per week turf watering when using potable water. Plant containers, trees, shrubs and vegetable gardens may be watered additional days using only drip irrigation or hand watering. (3) Filling or re-filling ornamental lakes is prohibited. Ornamental lakes and ponds that sustain aquatic life of significant value and were actively managed prior to the shortage declaration are exempt. (4) Subject to applicable law, the city may impose drought rates and surcharges if deemed necessary. (5) The city may reduce potable water allocations in all categories to meet the available water supply. (d) Water Shortage Level 3. Water shortage level 3 exists when the city determines, in its sole discretion, that due to drought or other water supply restrictions, a water supply shortage exists and a consumer demand reduction of twenty-one (21)thirty (30) percent is necessary to make more efficient use of water and #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 49 of 54 appropriately respond to existing water restrictions. In addition to the above-mentioned requirements and permanent water conservation requirements, the demand reduction actions provided in the most recent WSCP apply, including, but not limited to: (1) Decorative water features that use potable water must be drained and kept dry. (2) Car washing is only permitted using a commercial car wash that recirculates water or by high- pressure/low-volume wash systems. (3) Any new construction will be required to submit a water use plan to the city that addresses the impacts to the existing water users and how they will be mitigated (such as dust control, etc.). (4) Except for landscapes watered with non-potable water, the installation of new landscaping is limited to drought tolerant trees, shrubs and groundcovers. Installation of new turf or hydroseed is prohibited. Customers may apply for a waiver to irrigate during an establishment period for the installation of new turf or hydroseed. (5) Turf irrigation shall be limited to 2 days per week when using potable water. Plant containers, trees, shrubs and vegetable gardens may be watered additional days using only drip irrigation or hand watering. (e) Water Shortage Level 4. Water shortage level 4 exists when the city determines, in its sole discretion, that due to drought or other water supply restrictions, a water supply shortage exists and a consumer demand reduction of thirty-one (31)forty (40) percent is necessary to make more efficient use of water and appropriately respond to existing water restrictions. In addition to the above-mentioned requirements and permanent water conservation requirements, the demand reduction actions provided in the most recent WSCP apply, including, but not limited to: (1) Irrigation shall be limited to one (1) day per week turf watering when using potable water. Plant containers, trees, shrubs and vegetable gardens may be watered additional days using only drip irrigation or hand watering. (2) Existing pools shall not be emptied and refilled using potable water, unless required for public health and safety purposes. (3) No new permits for pools will be issued. (4) No new landscape installations or renovations will be permitted. (5) Previous waivers for watering during an establishment period will be revoked. (f) Water Shortage Level 5. Water shortage level 5 exists when the city determines, in its sole discretion, that due to drought or other water supply restrictions, a water supply shortage exists and a consumer demand reduction of forty-one (41)fifty (50) percent is necessary to make more efficient use of water and appropriately respond to existing water restrictions. In addition to the above-mentioned requirements and permanent water conservation requirements, the demand reduction actions provided in the most recent WSCP apply, including, but not limited to: (1) All leaks, breaks, or other malfunctions in the water user's plumbing, irrigation or distribution system must be repaired within twenty-four (24) hours of notification by the city, unless other arrangements are made with the city. (2) All irrigation is prohibited. (3) Watering for agricultural or commercial nursery purposes is prohibited. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 50 of 54 (4) Watering of all golf course areas is prohibited. (5) Watering of parks, school grounds and recreation fields is prohibited, except for rare plant or animal species. (6) No new potable water service connections will be permitted. (7) Water use is only permitted for public health and safety purposes. (g) Water Shortage Level 6. Water shortage level 6 exists when the city determines, in its sole discretion, that due to drought or other water supply restrictions, a water supply shortage exists and a consumer demand reduction of greater than fifty (50) percent is necessary to make more efficient use of water and appropriately respond to existing water restrictions. In addition to the above-mentioned requirements and permanent water conservation requirements, the demand reduction actions provided in the most recent WSCP apply, including, but not limited to: (1) Water can only be used for public health and safety purposes. Customer rationing may be implemented. (2) Water usage for air conditioning is prohibited. (3) The city may shut off all non-essential water services. (4) Water for commercial manufacturing or processing purposes shall be reduced in volume by up to fifty percent (50) or more if necessary for public health and safety purposes. (5) The City of Santa Ana may discontinue service to consumers who willfully violate any water conservation provisions. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-101. Correlation between city water supply shortage levels and California Department of Water Resources water supply shortage levels. The city's water supply shortage levels are aligned with the state water supply shortage levels and therefore comply with Water Code Section 10632(a)(3) as may be updated from time to time. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-102. Levels of declared water supply shortage. The city council is authorized to require or impose reductions in the use of water by resolution if such reductions are necessary to comply with water supply shortage conditions as defined in the city's Water Shortage Contingency Plan. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-103. Hardship waiver. (a) Waiver. If, due to unique circumstances, a specific requirement of this article would result in undue hardship to a person using water or to property upon which water is used, then the person may apply for a waiver from the requirements as provided in this section. Unless specified otherwise at the time a waiver is #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 51 of 54 approved, the waiver will apply to the subject property during the period of the mandatory water supply shortage condition. (1) Application for a waiver. Application for a waiver must be on a form prescribed by the executive director of the public works agency, or his or her designee. (2) Supporting documentation. The written application shall be accompanied by photographs, maps, drawings, or other pertinent information as applicable, including a written statement of the applicant. (3) Required findings for waiver. Based on the information and supporting documents provided in the application, additional information provided as requested, and water use information for the property as shown by the records of the city, the executive director of the public works agency, or designee, in making the waiver determination, will take into consideration the following: (A) That the waiver does not constitute a grant of special privilege inconsistent with the limitation upon other city water service customers; (B) That because of special circumstances applicable to the property or its use, the strict application of this article would have a disproportionate impact on the property or use that exceeds the impacts to water service customers generally; (C) That the authorizing of such waiver will not be of substantial detriment to adjacent properties, and will not materially affect the ability of the city to effectuate the purpose of this article and will not be detrimental to the public interest; (D) That the condition or situation of the subject property or the intended use of the property for which the waiver is sought is not common, recurrent or general in nature; and (E) That no person shall be given relief on appeal for hardship unless the water service customer has installed water saving devices, as determined by the city, and made every reasonable effort to reduce water use. (b) Approval authority. The executive director of the public works agency, or designee, will act upon any completed application after submittal and may approve, conditionally approve, or deny the waiver. The applicant requesting the waiver will be promptly notified in writing of the action taken. The decision of the executive director of the public works agency, or designee, is final. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-104. Penalties, violations, and enforcement. Noncompliance with restrictions on water waste shall be subject to an administrative citation. The penalties set forth in this section shall be additional to those penalties provided in any other section of this Code. The penalties for failure to comply with any of the prohibited use provisions of this article shall be as follows: (a) First violation: The city shall issue a written notice pursuant to section 39-105. (b) Second violation: A second violation within one (1) year from the date of the first violation is punishable by a fine of two hundred fifty dollars ($250.00). (c) Third and subsequent violation(s): A third violation within one (1) year from the date of the first violation and any subsequent violation is punishable by a fine of five hundred dollars ($500.00) per notice. In addition to the fine and at the discretion of the executive director of public works, or his or her designee, the city may implement one (1) or more of the following: (1) Water flow restrictor device: The city may install a water flow restrictor device of approximately one (1) gallon per minute. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 52 of 54 (2) Termination of service: Subject to applicable law, the city may disconnect and/or terminate a customer's water service for a willful violation of mandatory restrictions in this article. (3) Cost of restricting flow or disconnecting service: A person that violates this article is responsible for payment of the city's charges for disconnecting and/or reconnecting service. All associated costs and fines must be paid in full prior to service restoration. Nonpayment will be subject to the same remedies as nonpayment of basic water rates. (4) Separate offenses: Each day that a violation of this article occurs is a separate offense. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-105. Notice of Violation. (a) If any person fails or refuses to comply with this article, the executive director of public works, or his or her designee, shall provide that person with written notice of the violation and an opportunity to correct the noncompliance. The written notice shall: (1) Be posted or presented at the site of the noncompliance; (2) State the time, date, and place of violation; (3) State a general description of the violation; (4) State the means to correct the violation; (5) State a date by which correction is required; and, (6) State the possible consequences of failing to correct the violation. (b) The city will issue a notice of violation by mail or personal delivery to the address of the violation, to the party who is billed for the water, or to the owner of the property, as appropriate at least ten (10) calendar days before taking enforcement action. Such notice must describe the violation and the date by which corrective action must be taken. (c) Pending receipt of a written appeal or pending a hearing pursuant to an appeal, the city may take appropriate steps to prevent the unauthorized use of water as appropriate to the nature and extent of the violations and the current declared water shortage level condition. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-106. Procedures for monitoring compliance and reporting to the state. In order to ensure compliance with state reporting requirements and customer compliance, the city will ensure to collect, track, and analyze relevant data per the procedures defined in the WSCP. (Ord. No. NS-3016, § 2, 4-5-22) Sec. 39-107. Reevaluation and improvement process of water shortage procedures. To ensure that water shortage risk tolerance is adequate and appropriate water shortage mitigation strategies are implemented, the WSCP will be reviewed and evaluated as defined by the procedures identified in the WSCP as needed. (Ord. No. NS-3016, § 2, 4-5-22) #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 53 of 54 Sec. 39-10839-116. Reserved. #±¤ ³¤£Ÿ ʆʂʆʉŻʂʅŻʆʍ ʅʅŸʆʆŸʅʉ Ơ%34ơ (Supp. No. 30) Page 54 of 54 CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE SPECIAL PROVISIONS - SANITARY SEWER IMPROVEMENTS 6.01 OPEN TRENCH OPERATIONS, EXCAVATION, BEDDING, AND BACKFILL Open trench operations, excavation, bedding and backfill shall conform to the applicable provisions of Section 306 of the Standard Specifications and these Special Provisions. All trenches shall be base paved with hot mix or covered with steel traffic plates recessed and flushed with existing pavement at the end of each working day. No temporary pavement will be allowed. Trenching operations shall not be allowed on more than one street at any time. Work shall not be allowed in more than one intersection at any one time. The third paragraph of Subsection 306-1.1.1 of the Standard Specifications is hereby deleted and replaced as follows: Excavation shall include the removal of all excess excavated materials and all water and materials of any nature which interfere with the construction work. All pavement removals shall be sawcut unless, approved otherwise by the Engineer prior to commencement of work. All removed pavement and excess excavated material shall be immediately disposed of off the project site at a legal dumpsite at the Contractor's expense. Pipe bedding: Unless otherwise secified or shown on the plans, for VCP sewer the pipe bedding material and ductile iron pipe sewers, the pipe bedding material shall be imported SE-30 sand. Pipe Zone Backfill: Unless otherwise specified or shown on the plans, for VCP sewer, the pipe zone backfill ns the pipe zone equal.) For PVC and ductile iron pipe sewers, the pipe zone backfill material shall be imported SE-30 sand. Trench Zone Backfill: The trench zone backfill shall be Class II aggregate base. All material tickets (i.e. Sand, Class II Base, Crushed Rock, Asphalt, Concrete, etc.) shall be given to the City Inspector on a daily basis. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE No backfill shall be placed until the sewer pipe laid has been approved by the City Inspector. Crushed rock products shall be in accordance with subsection 200-1.2 and Table 200- 1.2(A) of the Standard Specifications. The seventh and eighth paragraphs of Subsection 306-1.3.1 of the Standard Specifications are hereby deleted and replaced with the following: Rocks greater than 4 inches in any dimension will not be permitted in backfill placed between 1-foot above the top of any pipe and 1-foot below pavement subgrade. Backfill around sewer manhole and structures shall be sand placed a minimum of 2' laterally around structure and backfilled to subgrade. The following test methods shall be used for determining relative compaction: California Test 216 (Sand Cone Method) California Test 231 (Nuclear Gauge Method) The Contractor will be provided with compaction test at locations deemed necessary by the Engineer. If compaction fails to meet the Contract Specifications, then the Contractor shall make the necessary adjustments and is responsible for the cost of additional compaction tests until compaction per the specifications is met. All trench and structure backfill sand, crushed rock and Class II aggregate base and native material shall be compacted to 95% of maximum density at optimum moisture. If any trench, through the neglect of the Contractor, is excavated below the grade required by the plans and these Special Provisions, it shall be refilled to grade with additional bedding. 6.02 IMPORT BACKFILL MATERIAL Imported backfill shall conform to the applicable provisions of Section 306-1.3.7 of the Standard Specifications and these Special Provisions Imported backfill shall be clean soil, free from organic material, trash, debris, rubbish, broken Portland cement concrete, bituminous materials, or other objectionable substances. The Contractor shall dispose unsuitable material to an approved facility. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE 6.03 EXISTING UTILITIES AND ADJUSTMENTS IN GRADE All existing utilities shall be protected in place, unless otherwise noted on the plans. The Contractor shall be responsible for any damage to existing utilities as a result of his operations. The location of existing utilities as shown on the plans was obtained from a search of available records. It shall be the Contractor's responsibility to notify the respective utility owners and Underground Service Alert (811) to determine the exact field location of all utilities shown or not shown on the plans, which may conflict with his operations. Potholing of existing utilities, points of connection and service connections to determine exact depth and field locations shall be the responsibility of the Contractor. The Contractor shall determine the location and depth of all utilities including service connections and points of connection, which may affect or be affected by its operation, three (3) weeks in advance. In the event of any conflicts the Engineer shall be immediately notified. City owned utility frames and covers for survey monuments, water meter, water valves, traffic signal and street light pull boxes, and manholes within the area to be paved or graded, shall be set to finish grade by Contractor after construction of new pavement. In Portland cement concrete pavement and sidewalk areas, City utility frames and covers shall be adjusted to grade prior to placement of concrete. Contractor shall supply new sewer manhole frame and covers, sewer cleanout frame and covers, concrete rings and water valve pot frame, canister and lids per City of Santa Ana Standard Plans. Prior to paving, an "I.D. Locator" shall be attached to each valve box or manhole cover. An "ID Locator" is a rubberized marker approximately 4" high that adheres to the utility cover and pops-up after paving for easy identification and location of the respective valve box or manhole. Contractor shall measure and tie-out locations of manholes and water valves prior to paving. 6.04 LANDSCAPING AND IRRIGATION REPAIR This section shall conform to Sections 212 and 308 of the Standard Specifications and these Special Provisions. All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the work shall be prepared/brought to adjacent grade and restored to match existing landscaping. If there are any existing sprinkler heads and irrigation lines in the construction areas, whether on public or private property, they shall be replaced or relocated by the Contractor. 6.05 PORTLAND CEMENT CONCRETE (PCC) CROSS GUTTER This work shall consist of replacing PCC cross-gutter from the spandrel to street centerline (cold joint to cold joint) to facilitate water main construction. All work shall be CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE accomplished in accordance with City of Santa Ana Standard Plan No. 1109. The replacement areas are clearly indicated on the construction plans. Concrete shall be high early strength concrete, treated in accordance with section 201-1 to obtain (7) day compressive strength in (3) days. 6.06 TEMPORARY PAVING (WHEN TRENCHING IN PCC STREETS) In PCC streets, all trenches shall be backfilled and have temporary pavement installed or covered with steel traffic plates at the end of each working day. All steel plates shall be set flush with adjacent pavement. Within four consecutive calendar days following installation of the conduit, or after compaction is approved by the Engineer, whichever comes first, steel traffic plates shall be removed and three inches of temporary pavement installed. Cross streets are to be paved with temporary pavement on the same day that excavation and backfill are completed. Temporary pavement shall be maintained so that a smooth traversable surface is available at all times for vehicular traffic, free from ruts, depressions, and holes and loose gravel. Temporary paving shall be removed and disposed of by the Contractor before the permanent resurfacing is placed. The Contractor shall construct temporary asphalt concrete with a slope of 1:1 at the edge of open excavation (remove and reconstruct section) if all the following occur: 1. Clearance between travel lane and open excavation is less than five (5) feet 2. Excavation depth is four (4) inches or deeper, and 3. If open excavation will last more than 24 hours. 6.07 PERMANENT ASPHALT CONCRETE TRENCH PAVEMENT REPLACEMENT This work shall consist of constructing permanent asphalt concrete pavement replacement and shall be accomplished in accordance with the details shown on the Plans, these Special Provisions and the street work permit. Asphalt concrete construction shall conform to Section 400, 200, 203, and 302 of the Standard Specifications and these Special Provisions. Tack coat is required and shall be applied and conform to Section 302 of the Standard Specifications. The Contractor shall prevent the tack coat to be applied outside the pavement area. Course aggregate shall consist of material with at least 75% by weight be crushed particles in lieu of the requirements of Section 400-2.3. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE The asphalt concrete trench pavement replacement for each street shall consist of an asphalt concrete base course and a 2" thick asphalt concrete surface course. The asphalt concrete trench pavement replacement shall be adjusted to match existing street section. Recommendations are as follows: Arterial Streets: Deep lift asphalt concrete pavement consisting of an asphalt concrete Base Course asphalt concrete Surface Course. Thickness of entire section and base thick deep lift asphalt concrete asphalt concrete asphalt concrete Surface Course shall be constructed. Local Streets: Deep lift asphalt concrete pavement consisting of an asphalt concrete Base Course asphalt concrete Surface Course. Thickness of entire section and base course shall be as shown on deep lift asphalt concrete asphalt concrete Base asphalt concrete Surface Course shall be constructed. The required asphalt concrete mix designs shall be as follows: Base Course III-B3-AR-4000 or PG 64-10 Overlay/Surface Course III-C3-AR-4000 or PG 64-10 Crack Filler III-F-AR-4000 or PG 64-10 6.08 PERMANENT PORTLAND CEMENT CONCRETE (PCC) TRENCH PAVEMENT AND BUS PAD REPLACEMENT PCC pavement replacement shall be at least 6 inches thick and shall be 1 inch thicker than the existing pavement. Existing concrete pavement adjacent to trench operations shall be sawcut and drilled with #4 dowel bars epoxy coated and or approved. Construction and installation of dowels shall be per City of Santa Ana Standard Plan No. 1428A, the construction plans, and these specifications. PCC pavement replacement and bus pad replacement shall conform to Sections, 400, 200, 201, and 302 of the Standard Specifications and these Special Provisions. PCC used for street pavement and bus pad construction shall be minimum class 560-A- 3250. In addition to these minimum requirements, the concrete shall possess the following characteristics: Flexural strength at 28 days: 550 p.s.i. min. Flexural strength at 7 days: 430 p.s.i. min. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE Compressive strength at 7 days: 2500 p.s.i. min. All cement to be used or furnished on this Project shall be Type II low alkaline Portland cement conforming to ASTM C150. Prior to the start of construction, the Contractor shall furnish to the Engineer laboratory test data for the particular mix design he will use. The data will include the following: A. A detailed concrete mix design including the type and amount of cement used; complete gradation and source of the aggregate used; the amount of water used; and any proposed admixtures. B. Flexural strength test data for the same batch of concrete used in A above showing the compressive strength of the concrete at 3, 7, and 28 days. Section 302-6.4.2 entitled "Tamping" of the Standard Specifications shall be modified by adding the following: The outer edge of the gutter shall not be used as a side form for the mechanical tamper except where existing gutter is to remain as shown on the construction plans. Concrete pavement for bus pads shall be installed monolithic with the curb and gutter and shall be accomplished in accordance with City of Santa Ana Standard Plan No. 1108. Section 302-6.4.4 entitled "Final Finishing" of the Standard Specifications shall be modified as follows: Delete all reference to wetted burlap. Final finish of the surface shall be textured by stiff broom process that will produce scoring perpendicular to the centerline of the street, performed at a time and in a manner to produce a hardened surface have a coefficient of friction of not less than 0.38 as determined by California Test 342. Curing to be applied immediately following broom process. Joints in the concrete pavement shall be constructed as described in Section 302-6.5 of the Standard Specifications except as modified herein. Sawing of the joints shall begin as soon as the concrete has hardened sufficiently to permit sawing without excessive raveling, usually 4 to 24 hours per Engineer's directions. If necessary, the sawing operations shall be carried on both day and night, regardless of weather conditions. All joints shall be sawed before uncontrolled shrinkage cracking occurs. A standby saw shall be available in the event of breakdown. All weakened plane joints shall be saw cut to a depth equal to one fourth of the pavement thickness. Longitudinal joint spacing shall be at 10' minimum and 15' maximum on either side of centerline joint. Transverse joint spacing shall be at 10' minimum and 15' maximum for pavement, curb and gutter. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE Longitudinal joints shall be aligned such that they will cross manholes and water valves at centerline if possible. Transverse construction joints within 1' shall cross all manholes and water valves. Provide a weakened plane joint around the perimeter of all utility vaults. The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following: Tests Test Method Requirements Cleanness Value California 227 Individual Test 70 min Moving Average 75 min The Sand Equivalent requirement of Section 200-1.5.3 shall be replaced with the following: Tests Test Method Requirements Sand Equivalent California 227 Individual Test 70 min Moving Average 75 min Evaluation of Sand Equivalent and Cleanness Value results shall conform to the provisions of Standard Specifications Subsection 400-1.4. Concrete shall be high early strength concrete, treated in accordance with section 201-1 to obtain (7) day compressive strength in (3) days. Traverse joints shall match those of the adjacent pavement. The concrete pavement shall be immediately barricaded upon its installation and no vehicular traffic will be permitted until and after 3-days of placement and with the approval of the Engineer. 6.09 VITRIFIED CLAY PIPE (VCP) SEWER MAIN Where indicated on the plans, sanitary sewer pipe shall be extra strength vitrified clay pipe (VCP) with compression joints conforming to Subsection 207-8 of the Standard Specifications. Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions. Potholing shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvement when it is exposed. Any adjustments in line or grade which will be necessary to accomplish the intent of the plans shall be made. In the event obstructions are encountered during the progress of the work which will require alterations to the plans, the Engineer shall have the authority to CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE change the plans and order the necessary deviation from the line or grade. Contractor shall not make any deviation from the specified line or grade without approval by the Engineer. Pipe sections shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer. The pipe and fittings shall be lowered into the trench. Do not throw the pipe or fittings into the trench. If it is determined that bypassing of sewer flow will be required, the bypass pumping system shall have sufficient capacity to pump the peak flow. Sewer bypassing shall conform to Section 6-21 of these Special Provisions. The Contractor shall provide bypass piping for the effluent during the construction of the sewer main between manholes. The inlet of the downstream manhole and the outlet of the upstream manhole shall be plugged. A portable pump shall be installed in the upstream manhole to discharge the effluent from the upstream manhole to the downstream manhole through the bypass piping. Pump and bypass piping shall be of adequate size and capacity to handle the flow without sewage backup occurring to facilities connected to the sewer. For sewers 12-inches in diameter and larger, or where deemed necessary by the City, the following shall apply: All pumps used shall be fully automatic self-priming units. All pumps used must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of effluent flows. The Contractor shall provide the necessary stop/start controls for each pump. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. The Contractor shall continually monitor all pumping equipment. The Contractor shall perform leakage and pressure tests of the bypass pumping discharge piping suing clean water prior to the actual operation. The Water Resources Division shall be given 24 hours notice prior to testing. The Contractor shall be required to flow monitor for a two week period to assist in sizing the pumps necessary for the sewer work and shall be considered included as part of the work. The Contractor shall prepare, with the vendor, a flow monitoring map for key manholes that will provide adequate data for the work subject to review and approval from the Water Resources Division. Flow monitoring shall capture accurate instantaneous depth, velocity and flow data in 15-minute increments or less, or as otherwise approved by the Water Resources Division. The Contractor shall prepare with the vendor a specific, references to the City. The Contractor shall submit to the City detailed descriptions outlining all provisions and precautions to be taken by the Contractor regarding handling of existing sewage flows. The submittal must be specific and complete, including such items as schedules, capacities of equipment, materials, and all other incidental protection of the access and bypass pumping locations from damage due to the discharge flows. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE The submittal shall include but not be limited to the following: 1. Sewer plugging method and types of plug. 2. Number, size, material, location and method of installation of suction piping. 3. Number, size, material, location and method of installation of discharge piping. 4. Bypass pump sizes, capacity, number of each size to be on-site and power requirements. 5. Calculations of static lift, friction losses, and flow velocity (pump curves showing pump operating range shall be submitted). 6. Standby power generator size. 7. Method of protecting discharge manholes or structures from erosion and damage. 8. Thrust block sizes and restraining lengths of pipes and locations (if necessary). 9. Method of noise control for each pump and/or generator. 10. Any temporary pipe supports and anchoring requirements. 11. Design plans and computations for access to bypass pumping locations indicated on the drawings. 12. Calculations for selection of bypass pumping pipe size. 13. Schedule for installation of and maintenance of bypass pumping piping. 14. Submit a sewer overflow emergency response plan. The plan will dictate backup pumping plans, spill containment procedures, spill recovery procedures and emergency call out phone numbers. Provision shall be made by the Contractor for the collection of sewage from cutoff lateral sewers. Lateral sewers shall be reconnected to the main before the termination of every working day. The text of Subsection 306-1.6 of the Standard Specifications is hereby deleted and replaced with the following: Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. 6.10 POLYVINYL CHLORIDE (PVC) SEWER PIPE Installation and construction of PVC sewer main shall conform to all applicable provisions of the ASTM D2321- CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE cations and these Special Provisions and the construction plans. Where indicated on the plans, sanitary sewer pipe shall be Polyvinyl Chloride (PVC) sewer pipe with compression joints conforming to Subsection 207-8 of the Standard Specifications. Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions. PVC sewer pipe shall be manufactured by JM Eagle or approved equivalent. PVC gravity sewer pipe and fittings shall conform to ASTM D3034 for diameters from 4" - 15", and ASTM F679 for 18" - 24", with integral bell gasket joints. Rubber gaskets shall be factory installed and conform to ASTM F477. Pipe shall be made of PVC plastic having a cell classification of 12454B or 12364B as defined in ASTM D1784 and shall have SDR of 26 and minimum pipe stiffness of 115 psi according to ASTM Test D2412. Pipe shall be installed in compliance with ASTM D2321. Bedding material shall provide adequate and uniform support under the pipe. Pipe shall not be stored in direct sunlight. Pipe stored outdoors shall be protected from the natural elements by covering it with opaque material such as canvas. The covering shall be placed in such a way as to allow adequate air circulation between the cover and the pipe. Discolored pipe will not be allowed. Individual pipe sections shall not be stacked in piles higher than five feet. The pipe shall not be stored next to heat sources or engine exhausts. All gaskets should be protected from heat, oil and grease. Field cutting of PVC pipe shall be square cut and bevel the end with a beveling tool. Remove all burrs and raised edges prior to assembly. Potholing shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvement when it is exposed. Any adjustments in line or grade which will be necessary to accomplish the intent of the plans shall be made. In the event obstructions are encountered during the progress of the work which will require alterations to the plans, the Engineer shall have the authority to change the plans and order the necessary deviation from the line or grade. Contractor shall not make any deviation from the specified line or grade without approval by the Engineer. Pipe sections shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE The pipe and fittings shall be lowered into the trench. Do not throw the pipe or fittings into the trench. If it is determined that bypassing of sewer flow will be required, the bypass pumping system shall have sufficient capacity to pump the peak flow. Sewer bypassing shall conform to Section 6-21 of these Special Provisions. The Contractor shall provide bypass piping for the effluent during the construction of the sewer main between manholes. The inlet of the downstream manhole and the outlet of the upstream manhole shall be plugged. A portable pump shall be installed in the upstream manhole to discharge the effluent from the upstream manhole to the downstream manhole through the bypass piping. Pump and bypass piping shall be of adequate size and capacity to handle the flow without sewage backup occurring to facilities connected to the sewer. For sewers 12-inches in diameter and larger, or where deemed necessary by the City, the following shall apply: All pumps used shall be fully automatic self-priming units. All pumps used must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of effluent flows. The Contractor shall provide the necessary stop/start controls for each pump. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. The Contractor shall continually monitor all pumping equipment. The Contractor shall perform leakage and pressure tests of the bypass pumping discharge piping suing clean water prior to the actual operation. The Water Resources Division shall be given 24 hours notice prior to testing. The Contractor shall be required to flow monitor for a two week period to assist in sizing the pumps necessary for the sewer work and shall be considered included as part of the work. The Contractor shall prepare, with the vendor, a flow monitoring map for key manholes that will provide adequate data for the work subject to review and approval from the Water Resources Division. Flow monitoring shall capture accurate instantaneous depth, velocity and flow data in 15-minute increments or less, or as otherwise approved by the Water Resources Division. The Contractor shall prepare with the vendor a specific, references to the City. The Contractor shall submit to the City detailed descriptions outlining all provisions and precautions to be taken by the Contractor regarding handling of existing sewage flows. The submittal must be specific and complete, including such items as schedules, capacities of equipment, materials, and all other incidental protection of the access and bypass pumping locations from damage due to the discharge flows. The submittal shall include but not be limited to the following: 1. Sewer plugging method and types of plug. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE 2. Number, size, material, location and method of installation of suction piping. 3. Number, size, material, location and method of installation of discharge piping. 4. Bypass pump sizes, capacity, number of each size to be on-site and power requirements. 5. Calculations of static lift, friction losses, and flow velocity (pump curves showing pump operating range shall be submitted). 6. Standby power generator size. 7. Method of protecting discharge manholes or structures from erosion and damage. 8. Thrust block sizes and restraining lengths of pipes and locations (if necessary). 9. Method of noise control for each pump and/or generator. 10. Any temporary pipe supports and anchoring requirements. 11. Design plans and computations for access to bypass pumping locations indicated on the drawings. 12. Calculations for selection of bypass pumping pipe size. 13. Schedule for installation of and maintenance of bypass pumping piping. 14. Submit a sewer overflow emergency response plan. The plan will dictate backup pumping plans, spill containment procedures, spill recovery procedures and emergency call out phone numbers. Provision shall be made by the Contractor for the collection of sewage from cutoff lateral sewers. Lateral sewers shall be reconnected to the main before the termination of every working day. The text of Subsection 306-1.6 of the Standard Specifications is hereby deleted and replaced with the following: Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. Following placement and compaction of backfill and prior to the placement of permanent pavement, all newly constructed PVC sewer mains shall be cleaned and tested for deflection and ovality by either using: a rigid mandrel for smaller diameter pipe; or laser profile technology and/or with an electronic deflect-o-meter for larger diameter piping. The deflection and or ovality shall not exceed (5%) of the inside diameter of the pipe. If the pipe exceeds this tolerance, it is the responsibility of the contractor to replace and re- test the newly constructed pipe for deflection and ovality. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE If the pipe is to be tested by mandrel, the rigid mandrel shall have a circular cross section having a diameter of at least 95 percent of the specified inside pipe diameter and shall be pulled through the pipe by hand. The minimum length of the circular portion of the mandrel shall be equal to the nominal diameter of the pipe. A ¼-inch diameter nylon line shall be pulled from manhole to manhole and shall be left for use in conducting the CCTV inspection. Obstructions encountered by the mandrel shall be repaired and the pipeline section shall be retested. All labor and equipment necessary to conduct these tests shall be furnished by the contractor. The contractor shall submit all laser profile documents to the Engineer for review and approval no later than (10) days after the test. 6.11 NEW MANHOLE STRUCTURES Construction of new concrete manhole structures shall be done in accordance with City of Santa Ana Standard No. 1201, details as shown on the plans, the applicable provisions of Sections 201, 303, and 306 of the Standard Specifications and these Special Provisions. This work shall also include the removal and/or modification of any interfering portions of existing sewer pipes, drop inlets, PCC encasements, etc., necessary to construct each manhole structure complete in place. Concrete for manhole structures shall be Class 560-C-3250. All reinforcing steel used in these structures shall be Grade 40 minimum. Fly ash additives and/or substitutes shall not be permitted. The following is hereby added to Subsection 201-4.1, of the Standard Specification: Concrete curing compound shall be Type 2. The following is hereby added to Subsection 303-1.1, of the Standard Specification: Once any excavation for the construction of a manhole structure is commenced, the Contractor must diligently pursue the completion of the structure, including structure backfill, compaction, and restoration of surface improvements and temporary paving. Open excavations shall be properly barricaded, backfilled or covered with steel traffic plates to the satisfaction of the Engineer at the end of each workday. For new manholes on large sewer mains, or for manholes with extreme depths of cover, a larger diameter manhole will be required. The design of these larger manholes shall be CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE reviewed with and approved by the Water Resources Division. The larger manhole cover shall be in accordance with Standard Plan No. 1211 and these Special Provisions. For larger manhole frames and covers, the Water Resources Division may require frames and covers fabricated of fiber reinforced polymer (FRP). These larger FRP manhole frame and cover sets shall be manufactured by GMI Composites, Inc., no equal. The FRP frame and cover system shall meet the following requirements: contain 45 percent to 70 percent fiber reinforcement; thermoset resin with UV inhibitors to prevent photo degredation; minimum strength to weight ratio of 750:1; integrated gasket to minimize traffic shock, abate noise and orders and prevent water entry into manhole; skid slip resistance greater than 0.6 as described in ASTM C1028 Standard; and dimensional tolerance of 1/16-inch. The FRP frame and cover shall be designed to exceed AASHTO H-20 loading by a factor of 2.5 (125,000 pounds) and shall meet AASHTO EN124 D400 loading (89,924 pound which exceeds AASHTO Proof Load of 50,000 pounds for severe traffic service) proof load on a 250 mm round plate for 30 seconds. Documentation of certified testing results shall be submitted including complete Fatigue Loading Test with no loss of carrying performance and no visible damage (apply 16,000 pound point load for 2,000,000 cycles). The FRP frame and cover shall be provided with a five (5) year guarantee. 6.12 REMOVE EXISTING MANHOLE STRUCTURES Removal of existing manholes shall be accomplished in accordance with the project plans, City of Santa Ana Standards and Design Criteria, the applicable provisions of Section 306 of the Standard Specifications, and these Special Provisions. The following is added to the third paragraph of Subsection 306-5 of the Standard Specifications: The top six inches of backfilled subgrade shall be compacted to a relative compaction of 90%. 6.13 ABANDON EXISTING SEWER MAIN The Contactor shall abandon existing pipes per Section 306-5 of the Standard Specifications, as specified herein, and as shown on the construction plans. The Contractor shall provide traffic control as required and approved by the agency having jurisdiction. Under no circumstances shall the abandonment take place before existing sewers and manholes are out of service and all flow directed to the new or alternate pipes. The abandon pipes shall be filled with sand cement slurry 1-sack (941bs) of concrete. In lieu of slurry, the contractor may use low density cellular concrete, Elastizell (EF) or approved equal. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE The Contractor shall demonstrate that the pipe to be abandoned has been completely filled, without voids, by providing volume calculations for each placement of grout and materials strength tests as required by the City. The Contractor is responsible for the selection methods and material to be used. Pipe abandonment shall be coordinated with the construction sequence. Appropriate plugs shall be installed by the Contractor, and grout shall be injected in an upslope manner to remove trapped air. Samples of the outgoing water (at the exit end) shall be made until the existing grout mix is observed to be similar to the grout being injected at the inlet end. The grouting plan, and grout mix design shall be submitted to the Engineer for review and approval prior to commencement of work. 6.14 ABANDON EXISTING MANHOLE STRUCTURES The contractor shall abandon existing manhole structures in conformance to the Standard Specifications Section 306-5, as specified herein, and as shown on the construction plans and per City of Santa Ana Standard Plan No. 1209. The contractor shall provide traffic control as required and approved by the agency having jurisdiction. Under no circumstances shall the abandonment take place before existing sewers and manholes are out of service and all flow directed to the new or alternate pipes. The manhole wall shall be removed to 18-inches below finished surface and be completely removed and properly disposed of, unless otherwise shown. The manhole base shall be perforated or cored through and filled with sand (SE 30 minimum). The manhole rim and cover shall be salvaged and delivered to the City of Santa Ana Water Resources Division at 215 S. Center Street. Existing pipe ends within manholes to be abandoned shall be plugged with concrete and bricks per section 306-5. Concrete shall be Class C and bricks shall be a manhole brick as specified in Section 202-1 of the Standard Specifications. The contractor shall remove and replace all asphalt, concrete pavement, earthwork, landscaping, or other surface damaged by the abandonment operations per an in conformance with these provisions. 6.15 HIGH DENSITY POLYETHYLENE (HDPE) SEWER LATERALS AND CLEANOUTS (PIPE BURST) This work involves the installation of HDPE Pipe. Method of construction shall be via trenchless pipe replacement installations. The Contractor shall connect to the new sewer main and to the existing sewer lateral pipe at the property line. The existing sewer lateral shall be depicted on the construction plans based on the best information available. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE all points of connection for each new sewer lateral at both ends: the wye at the public sewer main and the private connection point at property line where lateral cleanout The Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. All locations points shall be marked in the field prior to installation and construction of new sewer lateral. Underground conduit construction shall conform to all applicable Subsections of Section 306 and Section 500 of the Standard Specifications, the Standard Plans and these Special Provisions. High density polyethylene pipe in accordance with these specifications shall be used in pipe bursting or trenchless pipe replacement installations. All piping system components shall be the products of one manufacturer and shall conform to the latest edition of ASTM D1248, ASTM D3350, and ASTM F714. The HDPE pipe shall be a minimum of SDR 17 or as specified on the plans. The HDPE pipe shall provide a structurally sound, impermeable, jointless pipe. It shall be pertaining to all aspects of the work. The HDPE pipe shall be chemically resistant to internal exposure to sewage containing small quantities of hydrogen sulfide, carbon dioxide, methane, mercaptans, kerosene, moisture and diluted sulfuric acid. It shall also be chemically and physically resistant to external exposure of soil, bacteria, roots and chemical attack due to material in the surrounding ground. The polyethylene resin shall meet or exceed the requirements of ASTM D3350 for PE 3408 material with a cell classification of 345464C, or better. The maximum allowable hoop stress shall be 800 psi at 73.4 degrees F. The Hydrostatic Design Basis (HDB) shall be 1600 psi per ASTM D2837. Material designation shall be PE 3408 following ASTM F412. Pipe shall be assembled in accordance with ASTM D2657 or as otherwise approved by the Engineer. Sanitary sewer pipe shall be green in color or contain green striping. Sanitary sewer pipe interior shall have a reflective coating for CCTV inspection. Contractor shall video laterals prior to pipe bursting in order to identify any features that would disrupt the pipe bursting procedure. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE Construction of sewer lateral and cleanout shall be done in accordance with City of Santa Ana Standard Plan No. 1204A. Insertion rate of HDPE pipe shall not exceed pipe tolerances any given time. Contractor shall maintain logs verifying pipe tolerances do not exceed pipe limitations. Any HDPE pipe stretched beyond its elastic limit or damaged in any way will be rejected. Any defect which will affect the integrity or strength of the pipe discovered during the The text of Subsection 306-1.6 of the Standard Specifications is hereby deleted and replaced with the following: Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. Joining of HDPE pipe shall be performed by thermal butt-fusion in accordance with the -fusion method shall be removed on the bottom 120 degrees of the pipe, minimum. The bead shall must sufficiently cool to ambient temperature before the bead is removed. Butt-fused joint strength shall be equal to or greater than the strength of the pipe. Threaded or solvent-cement joints and connections shall NOT be permitted. City of Santa Ana Standard Plan No. 1204A. In the case where the lateral is to be connected d. The connection shall conform to the size and shape of the inside diameter of the new connection. Service connection openings shall be free from rough edges or protrusions. CORING OF NEW SEWER MAIN TO ACCOMMODATE LATERAL CONNECTION SHALL NOT BE ALLOWED. At all locations where more than one (1) lateral serves a single parcel, Contractor shall expose existing lateral connection to the existing sewer main and verify that the lateral is active by CCTV inspection. In addition, the Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place. The Contractor shall connect to the new sewer main and to the existing sewer lateral pipe at property line. During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the termination of each working day. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE The Contractor shall submit all material information for sewer lateral cleanout connections and appurtenances prior to commencing work. The Engineer shall review and upon approval notify the Contractor by a memorandum. Non-approved materials shall not be used. New submittals shall be required for material substitutions. The Engineer shall review and upon approval notify the Contractor by a memorandum. All fittings shall be pressure rated and classified the same as adjoining pipe. The inside diameter shall match inside diameter of adjoining pipe and shall be designed for pipe bursting or pipe jacking applications. Metal in saddles, clamps and appurtenances shall be 302 or 304 stainless steel following ASTM A240. Elastomeric materials, gaskets, clamps and connectors shall be oil resistant and manufactured following ASTM F477. The Contractor shall submit certification by the manufacturer of the pipe bursting system to have successfully completed training in operating the bursting head, installing proposed replacement pipe and operation and maintenance of all equipment to be used. The Contractor shall submit certification by the manufacturer of the fusing equipment having successfully completed training in handling replacement of pipe materials, butt- fusion of pipe joints and saddle fusion of fittings for service laterals, and operation and maintenance of all equipment to be used. The Certificate of Training includes at a certified to install. These certifications of training and operation of pipe bursting system shall be submitted prior to commencing pipe bursting work. The curb and gutter shall be protected in place. If the Contractor damages curb, gutter, it shall be removed and replaced to match existing in accordance with City of Santa Ana Standard Plan No. 1101. This work shall also include removal and replacement of PCC sidewalk, driveway panels and landscaping to facilitate construction of sewer laterals. PCC sidewalk and driveway approach panels shall be replaced to match existing in accordance with City of Santa Ana Standard Plan Nos. 1104 and 1112. Sidewalk replacement shall be from score line to score line, unless the sidewalk panels exceed four feet in length. At no time, shall a sidewalk panel floater be less than four feet from the nearest score line. Landscaping shall be replaced in-kind. 6.16 POLYVINYL CHLORIDE (PVC) SEWER LATERALS AND CLEANOUTS (OPEN TRENCH) PVC sewer pipe shall be as manufactured by JM EAGLE or approved equivalent. PVC gravity sewer pipe and fittings shall conform to ASTM D3034 for diameters from 4" - 15", and ASTM F679 for 18" - 24", with integral bell gasket joints. Rubber gaskets shall be factory installed and conform to ASTM F477. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE Pipe shall be made of PVC plastic having a cell classification of 12454B or 12364B as defined in ASTM D1784 and shall have SDR of 26 and minimum pipe stiffness of 115 psi according to ASTM Test D2412. Pipe shall be installed in compliance with ASTM D2321. Bedding material shall provide adequate and uniform support under the pipe. Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions. There shall be no pipe joints from the sewer lateral cleanout connection to 20 feet into street right away. No pipe joints shall be allowed in the parkway. Pipe joints shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer. Construction of sewer lateral and cleanout shall be done in accordance with City of Santa Ana Standard Plan No. 1204, the contract plans and these Special Provisions. City of Santa Ana Standard Plan No. 1204. In the case where the lateral is to be connected shall conform to the size and shape of the inside diameter of the new connection. Service connection openings shall be free from rough edges or protrusions. CORING OF NEW SEWER MAIN TO ACCOMMODATE LATERAL CONNECTION SHALL NOT BE ALLOWED. At all locations where more than one (1) lateral serves a single parcel, Contractor shall expose existing lateral connection to the existing sewer main and verify that the lateral is active by CCTV inspection. In addition, the Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place. The Contractor shall connect to the new sewer main and to the existing sewer lateral pipe at the property line. The existing sewer lateral shall be depicted on the construction plans based on the best information available. all points of connection for each new sewer lateral at both ends: the wye at the public sewer main and the private connection point at property line where lateral cleanout , prior to installing new wye at the main. The Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. All locations points shall be marked in the field prior to installation and construction of new sewer lateral. The new lateral shall be constructed perpendicular to the sewer main. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE The Contractor shall perform pipeline testing as directed by the Engineer in accordance with the applicable provisions of Subsection 306-1.4 of the Standard Specifications. The Contractor shall submit all material information for sewer lateral cleanout connections and appurtenances prior to commencing work. The Engineer shall review and upon approval notify the Contractor by a memorandum. Non-approved materials shall not be used. New submittals shall be required for material substitutions. The Engineer shall review and upon approval notify the Contractor by a memorandum. During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the termination of each working day. The curb and gutter shall be protected in place. If the Contractor damages curb, gutter, it shall be removed and replaced to match existing in accordance with City of Santa Ana Standard Plan No. 1101. This work shall also include removal and replacement of PCC sidewalk, driveway panels and landscaping to facilitate construction of sewer laterals. PCC sidewalk and driveway approach panels shall be replaced to match existing in accordance with the City of Santa Ana Standard Plan No. 1104 and 1112. Sidewalk replacement shall be from score line to score line, unless the sidewalk panels exceed four feet in length. At no time, shall a sidewalk panel floater be less than four feet from the nearest score line. Landscaping shall be replaced in-kind. 6.17 CONNECT SEWER LATERALS This work shall include reconnecting existing sewer lateral to the new sewer main. This work shall include locating all existing laterals and pipe connection points, furnishing and installing new pipe and connections to the new main in accordance with City of Santa Ana Standard Plan Nos. 1204 and 1204A, replacement of street surface over trench as shown on drawings. At all locations where more than one (1) lateral serves a single parcel, Contractor shall expose existing lateral connection to the existing sewer main and verify that the lateral is active by CCTV inspection. In addition, the Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place. During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the termination of each working day. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE 6.18 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF SEWER MAIN AND LATERALS Following installation of pipe, CCTV inspection shall be performed on all newly constructed sewer mains and sewer laterals. This work shall also include cleaning of sewer main prior to videoing in accordance with section 500-1.1.4 of the Standard Specifications. The scope of work includes the cleaning and videoing by means of remote CCTV. If a blockage in the pipe hampers the CCTV work, then the Contractor shall attempt to complete the CCTV work by televising from the opposite manhole (upstream or downstream) of the location. The operator immediately shall notify the Contractor. Then, the Contractor shall notify the Engineer. CCTV inspections shall be delivered in an electronic format (DVD/USB drive) to the Engineer for review and approval. A. All Pipe Assessment & Certification Program (PACP) header information shall be completed in accordance with the PACP Guidelines. B. The documentation for the work shall consist of CCTV reports, database, logs, electronic reports, etc. noting important features during the inspection. The above documentation must be submitted to the City. The speed of travel during the inspection shall not exceed at any time more than 30 feet per minute, except noted otherwise. C. The camera must be centered to provide accurate distance measurements and locations of features in the sewer main. All observations shall be displayed and documented on video and identified by audio on PACP log. All video must be continuously metered from the manhole. D. All lengths of installed sewer main and sewer laterals shall be documented by footage or stationing in the video. Sewer laterals shall be videoed up to the property line. The pipe shall be clean to ensure all defects and observations are logged and documented. E. During inspection, the operating technician shall, in addition to his/her video (with audio) record of conditions, log in writing the location of all laterals, defects, misalignments, and other conditions and data pertinent to the physical condition and operation of the sewer main and sewer laterals. Cleaning of the sewer main and laterals shall include removal of debris or foreign objects introduced during construction. Such debris shall be vacuumed from the system and shall not be washed or otherwise deposited downstream. Cleaning apparatus shall be removed prior to insertion of the video camera. Under no circumstances shall cleaning apparatus be used in direct conjunction with video operations. Under no circumstances will plugging and/or bypassing be permitted without prior approval and presence of the Engineer. If plugging and/or bypassing are deemed necessary, the Contractor shall be responsible for plugging manhole outlets and/or CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE providing a bypass line for the effluent during videotaping. The sewer mains will be "in service" at the time of the video inspection. If the video is of poor quality and not suitable for review, the Contractor shall re-video the line and resubmit to the City. The video technician shall hold a current National Association of Sewer Service Companies (NASSCO) certification. Provide operator certification to the engineer for review and approval. All CCTV work shall conform to the current NASSCO-PACP Standards for sewer main, and sewer lateral and these Special Provisions. 6.19 SEWER FLOW LEVEL MONITORING & ALARMING DEVICE Contractor shall supply and install a Smart Cover® sewer flow level monitoring and alarming device as manufactured by Hadronex (760-291-1980). The flow level monitoring and alarming system shall be compatible with the existing sewer flow level and monitoring first year maintenance fee assessed by the alarming company for all sewer flow level monitoring & alarming devices installed. 6.20 REPAIR COUPLINGS For sewer repairs, the Contractor shall use a double banded shielded sewer coupling. The coupling shall have excellent resistance to heavy earth loads, shear forces and deflection. The coupling shall be able to connect similar and dissimilar pipe materials and sizes. Clamps shall be stainless steel and have stainless steel grade 316 nuts and bolts. The gasket material shall be molded, one-piece elastomeric. The shield shall be heavy-duty, stainless steel. Increasing the band tension shall secure the pipe ends, forming a watertight, root- prevent the pipe end from slippage, for a reinforced joint seal. The shielded sewer coupling shall be Flex-Seal®ARC shielded adjustable repair coupling manufactured by Mission Rubber Company or approved equal. 6.21 SEWER FLOW BYPASSING The Contractor is responsible for the temporary handling of sewage, spill prevention and control, and odor control throughout any sewer flow bypass operation. Temporary handling of sewage includes bypass pumping, diversion, bypass piping, plugs, flow- through plugs and other means of handling of sewage flows. Contractor shall provide all materials, labor, supervision, and equipment for temporary handling of flow, including preparation and implementation of a spill prevention, control and countermeasure plan (SPCCP) to facilitate the work. The Contractor shall comply with the Regional Water Quality Control Board, Health Department, and Air Quality Management District permits and regulations. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE Contractor shall prepare a detailed bypass pumping plan for any temporary handling of sewage. Contractor shall be responsible for all aspects of the mobilization, set up, operation, management, monitoring, maintenance operation, pressure testing, spill containment, and spill management including clean up. When bypass pumping flows, the Contractor shall have at least one designated person on site 24 hours per day to operate, monitor and maintain the bypass pumping system and implement the spill prevention and control procedures. For manhole bypassing, the Contractor shall install and operate a flow bypass system that shall limit the flow to zero (0) flow within the channel by using a bypass flow through tube for both rechanneling of the manhole base and when connecting to the existing sewer manhole. The Contractor shall develop a Spill Prevention, Control and Countermeasure Plan (SPCCP) which shall include the following items: Identify all equipment, materials and labor necessary to prevent sewage spill in the event there is a sewage leak during bypassing of sewers. ge spill should it occur. The plan shall include a step by step procedure on how the equipment, materials and labor will be mobilized and implemented in the event of a spill. Describe handling of sewage flow during a bypass system failure. A plan identifying existing storm drains and materials used to block the openings in the event of a spill. As a minimum, include the following emergency overflow response equipment: a minimum of 10-feet of pipe of each size and type used on the bypass system together with matching repair couplings; rubber matting to overlap storm drain inlets by a minimum of 24-inches on all sides; for inlets in traffic, the grating removed and wrapped with rubber sheeting and reinstalled; a minimum of one 48- inch wide by 36 foot long roll of rubber matting and the equivalent of eight cubic yards of sandbags in a pre-loaded truck ready for use in addition to the materials required to cover storm drain inlets; and temporary sewer and storm drain plugs to manage collection and disposal of any sewage overflows. The Contractor shall prepare an Odor Control Plan identifying and locating any potential construction activities that might produce odors. The plan shall describe the means of mitigating the odors and identifying all materials, equipment and systems the Contractor is planning to use. Potential nuisance odor areas shall include open manholes, and open sewers where gases may be present or can be released. During bypass pumping, manholes CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE upstream of the pump shall also be considered as potential odor sources due to the blocking off of the airflow in the headspace of sewer. The Contractor shall submit the following as part of the Sewer Bypass Plan: Plans showing the details of each installation site. For bypass pumping, the plans shall include the arrangement of the temporary pumping equipment, location of suction and discharge points, routing of bypass piping, method of protection of equipment and piping from traffic, and whether the piping is buried, exposed or pipe ramps. For gravity bypasses, the plans shall include locations of temporary flow-through plugs, sewer plugs and bypass discharge piping. A description of how the bypass system will be controlled and operated. Describe the method of control, the procedure and time requirements for switching to the standby equipment and alarm notification. Capacities of pumps, prime movers and standby equipment. Design calculations proving adequacy of the bypass system and selected equipment. Standby power source for bypass pumping. Staffing plan for maintaining equipment for 24-hour continuous, reliable operation on weekdays and/or weekend days. Noise and Odor Control Plan. Plan showing the existing sewer line and the proposed points of flow interruption and/or flow diversion. Construction time schedule showing anticipated times of flow interruption and/or flow diversion. Spill Contingency Plan detailing precautions to be implemented to prevent sewage spills including specific responses and control measures to follow during an overflow resulting from breakage or blockage and maintenance and inspection schedules to detect potential problems to mitigate the potential release resulting from overflows, bypass pipe ruptures, and blockages. The Contractor shall provide temporary pumps, conduits, and other equipment to bypass the sewer flow. Engine-driven pumps shall be equipped with mufflers and/or shall be lines shall be of adequate capacity and size to handle the flows. Bypass duty and standby pumps shall be designed for raw sewage applications, resistant to ragging, and capable of passing a 3-inch solid sphere. Pumps shall be self-priming with CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE suction lift sufficient to avoid sewer surcharge. The self-priming system shall allow the pump to start dry and run dry without causing damage. Pumps may be equipped with a vacuum assisted self-priming device. Any orifice designed to discharge air during pump priming shall be connected to a portable activated carbon scrubber. All engines shall be critically silenced for sound control and regardless of noise level, soundproofing shield not less than eight feet high shall be provided around each engine to absorb noise. 100% standby pumping shall be provided. Standby pump shall be sized to match the duty pump. Standby pumping equipment shall be at the site continuously during bypassing to provide standby pumping capacity. Above ground bypass piping shall be high density polyethylene (HDPE) pipe, steel or aluminum pipe with grooved couplings. HDPE shall be butt welded and have a minimum wall thickness of SDR 17. For protection against damage, the bypass piping shall be protected in place by barrier or crash cushions when adjacent to traffic. All temporary connections to existing and new manholes shall be properly covered and sealed to prevent nuisance odors from escaping into the atmosphere. When the bypass piping discharges into a manhole, the discharge pipe shall extend into the manhole, ending at the elevation of the center of the trunk sewer. All valves used on the bypass system shall be open port gate, plug or ball valves. Temporary plugs shall be appropriate for the application. Plugs shall be heavy-duty inflatable type with a steel rod through plug centerline, a retaining plate and an eye-lift on both ends. Plugs shall have a flexible sealing design to compensate for any irregular interior surface of the pipe. Flow-through plugs shall be appropriate for the application and provided with the required configuration to perform the bypass. The flow-through plug shall consist of a flow-through plug and a flexible hose. The flexible hose shall be rubber coated, heavy duty, nylon hose with and enclosed steel helix coil. The flow-through plug shall attach to the flexible hose using high torque, stainless steel pipe clamps. The flow-through plugs shall be equipped with continuous pressure monitoring. The Contractor shall take all necessary precautions, including constant monitoring of bypass pumping to prevent sewage spills due to back-up and/or overflow resulting from breakage or blockage of the bypass system. The Contractor shall provide experienced personnel knowledgeable in the operation of the bypass equipment to monitor each bypass when the bypass is installed and operating. At no time shall the bypass system be left unattended during operation by the designated personnel. The bypass system (all equipment) shall be fully tested prior to commencing bypass operation, including back-up pumps. CITY OF SANTA ANA APPENDIX I PROJECT NO.: XX-XXXX PROJECT TITLE 6.22 SUBMITTALS Sewer main pipe and appurtenance submittals shall include, but not limited to the following manufacturer information: 1. SDR-26 PVC pipe, VCP pipe, and or other as approved by the Engineer 2. Fittings and Bends 3. Sewer Main Encasement Materials 4. Adapters/Repair Couplings/Gaskets 5. Sewer Bypass Plan and Overflow Plan 6. Sample of proposed backfill material (approximate one gallon bag) Sewer manhole structures shall be in conformance with all City of Santa Ana Standard Plans, the Standard Specifications, and these Special Provisions and not limited to the following manufacturer information: 1. Sewer Manhole Structure- Material composition, frame and cover 2. Terminal Cleanout Structure- Material composition, frame and cover 3. Sewer Flow Monitoring and Alarming Device Sewer laterals shall be in conformance with all City of Santa Ana Standard Plans, the Standard Specifications, and these Special Provisions and not limited to the following manufacturer information: 1. SDR-26 PVC pipe, VCP pipe, HDPE pipe, and or other as approved by the Engineer 2. 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Djuz!gps!mbufsbm!bttjtubodf@ dmfbs!cmpdlbhft!ps!tupq!cbdlvqt/ Fotvsf!uibu!zpvs!mbufsbm!ibt!cffo!dmfbofe!)ps!kfuufe*!cz! €!Lffq!zpvs!dmfbopvu!dbq!po!boe!jo!hppe!tibqf/!Uijt!lffqt! b!qspgfttjpobm!qmvncfs/!Btl!zpvs!qmvncfs!up!qspwjef!fwj. pvu!sbjo!boe!efcsjt!uibu!dbo!dbvtf!cmpdlbhft-!cbdl.vqt!ps! efodf!uibu!mbufsbm!xbt!qspqfsmz!dmfbofe!)j/f/!DE0EWE*/! DTB/21:!!1626 tfxfs!mbufsbm!sfqbjs0sfqmbdfnfou!tvqqpsu!825!758.4431 )* City : Santa Ana Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection Report DateP/O. No.WeatherSurveyor's NameiWater ID:Section No. 5/18/2022 DryMIGUEL1279286 Certificate No.Survey CustomerSystem OwnerDate CleanedPre-CleaningSewer Category U-1220-70400631 Jetting StreetS BRISTOL STUse of SewerSanitaryUpstream MHJ08-028 CitySanta AnaDrainage AreaDowstream MHK08-010 Loc. detailsFlow ControlDir. of SurveyUpstream Location CodeLength surveyed350.12 ftSection Length350.12 ft Purpose of SurveyRoutine AssessmentJoint Length Year LaidDia./Height15 inch Year RehabilitatedMaterialVitrified Clay Pipe Tape / Media No.Lining Method Add. Information : 1:855PositionCodeObservationGrade K08-010 0.00AMHDownstream Manhole, Survey Begins / K08-010 0 FT 0.00MWLWater Level, 20 %of cross sectional area 100.53MGPGeneral Photograph 132.54TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 04" 100.53 FT 139.02TFTap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 04" 186.97TFTap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 04" 199.24TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 04" 200.85MGPGeneral Photograph 200.85 FT 237.57TFTap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 04" 300.61MGPGeneral Photograph 304.62TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 04" 300.61 FT 310.72TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 04" 350.12AMHUpstream Manhole, Survey Ends / J08-028 J08-028 QSRQMRSPRMPROPRSPRIMPRIOPRI 00000000000000 Task 01-0821 // Page: 1 City : Santa Ana Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection photos City :Street :Date :iWater ID :Section No : Santa AnaS BRISTOL ST5/18/20221279286 Photo: 20220518-286-2307.JPG 0FT, Water Level, 20 %of cross sectional area Photo: 20220518-286-2308.JPG 100.53FT, General Photograph Task 01-0821 // Page: 2 City : Santa Ana Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection photos City :Street :Date :iWater ID :Section No : Santa AnaS BRISTOL ST5/18/20221279286 Photo: 20220518-286-2309.JPG 200.85FT, General Photograph Photo: 20220518-286-2310.JPG 300.61FT, General Photograph Task 01-0821 // Page: 3 City : Santa Ana Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection Report DateP/O. No.WeatherSurveyor's NameiWater ID:Section No. 1/31/2022 DryMIGUEL1395148 Certificate No.Survey CustomerSystem OwnerDate CleanedPre-CleaningSewer Category U-1220-70400631 Jetting StreetW MC FADDEN AVUse of SewerSanitaryUpstream MHK08-008 CitySanta AnaDrainage AreaDowstream MHK08-009 Loc. detailsFlow ControlDir. of SurveyDownstream Location CodeLength surveyed331.55 ftSection Length331.55 ft Purpose of SurveyRoutine AssessmentJoint Length Year LaidDia./Height12 inch Year RehabilitatedMaterialPolyvinyl Chloride Tape / Media No.Lining Method Add. Information : 1:486PositionCodeObservationGrade 0.00AMHUpstream Manhole, Survey Begins / K08-008 K08-008 0.00MWLWater Level, 10 %of cross sectional area 11.00MWLWater Level, 40 %of cross sectional area 0 FT 67.22MWLWater Level, 20 %of cross sectional area 71.59TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 06" 78.27TFTap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 06" 107 FT 107.00MGPGeneral Photograph 111.77TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 06" 118.32TFTap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 06" 153.43MWLWater Level, 40 %of cross sectional area 202.37 FT 160.92TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 06" 162.74TFTap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 06" 182.96MWLWater Level, 20 %of cross sectional area 198.53MWLWater Level, 30 %of cross sectional area 202.37MGPGeneral Photograph Task 01-0821 // Page: 1 City : Santa Ana Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 Email: info@houstonandharris.com Inspection Report Date :Job number :Weather :Operator :Counter :Section name : 1/31/2022 DryMIGUEL148 Present :Vehicle :Camera :Preset :Cleaned :Rate : Jetting 1:486PositionCodeObservationRate 206.05TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 06" 214.56TFTap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 06" 252.11TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 06" 263.01TFTap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 06" 294.65TFTap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 06" 318.38TFTap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 06" 331.55AMHDownstream Manhole, Survey Ends / K08-009 K08-009 QSRQMRSPRMPROPRSPRIMPRIOPRI 00000000000000 Task 01-0821 // Page: 2 City : Santa Ana Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection photos City :Street :Date :iWater ID :Section No : Santa AnaW MC FADDEN AV1/31/20221395148 Photo: 20220131-148-1354.JPG 0FT, Water Level, 10 %of cross sectional area Photo: 20220131-148-1355.JPG 107FT, General Photograph Task 01-0821 // Page: 3 City : Santa Ana Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection photos City :Street :Date :iWater ID :Section No : Santa AnaW MC FADDEN AV1/31/20221395148 Photo: 20220131-148-1356.JPG 202.37FT, General Photograph Task 01-0821 // Page: 4 City : SANTA ANA Houston & Harris PCS, Inc. 1655 Riverview Dr San Bernardino, CA 92408 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection Report DateP/O. No.WeatherSurveyor's NameiWater IDSection No. 9/16/2022 DryNOEL O.1524239 Certificate No.Survey CustomerSystem OwnerDate CleanedPre-CleaningSewer Category U-0721-70402267 Jetting StreetGRAND AVEUse of SewerSanitaryUpstream MHL11-013 CitySANTA ANADrainage AreaDowstream MHL11-014 Loc. detailsFlow ControlDir. of SurveyDownstream Location CodeLength surveyed470.10 ftSection Length470.10 ft Purpose of SurveyMaintenance RelatedJoint Length Year LaidDia./Height18 inch Year RehabilitatedMaterialVCP Tape / Media No.Lining Method Add. Information : 1:1140PositionCodeObservationGrade L11-013 0.00MWLWater Level, 20 %of cross sectional area 0 FT 0.00AMHUpstream Manhole, Survey Begins / L11-013 169.41TBATap Break-In Active, at 10 o'clock, -, within 8 0 FT inches of joint: YES, 4" 185.56TBTap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" 226.39MGPGeneral Photograph 267.90TBTap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 4" 226.39 FT 273.61TBDTap Break-In Defective, at 10 o'clock, -, , withinM 3 8 inches of joint: YES, 4", 4" / DEPOSIT'S IN L/T 370.44TBBTap Break-In Abandoned, at 10 o'clock, -, within 8 inches of joint: YES, 4" 375.02TBBTap Break-In Abandoned, at 03 o'clock, -, within 8 inches of joint: YES, 6" 460.54TBCTap Break-In Capped, at 10 o'clock, -, within 8M 2 470.1 FT inches of joint: YES, 6" 464.88TBTap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 4" 470.10AMHDownstream Manhole, Survey Ends / L11-014 L11-014 QSRQMRSPRMPROPRSPRIMPRIOPRI 0000312105502.52.5 Task 03-0222 // Page: 1 City : SANTA ANA Houston & Harris PCS, Inc. 1655 Riverview Dr San Bernardino, CA 92408 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection photos City :Street :Date :iWater ID :Section No : SANTA ANAGRAND AVE9/16/20221524239 Photo: L11-013-L11-014-0-9162022-041702.JPG 0FT, Water Level, 20 %of cross sectional area Photo: L11-013-L11-014-0-9162022-041639.JPG 0FT, Upstream Manhole, Survey Begins Task 03-0222 // Page: 2 City : SANTA ANA Houston & Harris PCS, Inc. 1655 Riverview Dr San Bernardino, CA 92408 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: info@houstonandharris.com Inspection photos City :Street :Date :iWater ID :Section No : SANTA ANAGRAND AVE9/16/20221524239 Photo: L11-013-L11-014-226.3902-9162022-042545.JPG 226.39FT, General Photograph Photo: L11-013-L11-014-470.0976-9162022-043547.JPG 470.1FT, Downstream Manhole, Survey Ends Task 03-0222 // Page: 3 13101246 1240123812361234 12261220121612121210 1204120211381134 11301124112211181114 1110210 1082106810661060 1058105410461044 10401038103010281026 10241020101610141008 1006212 F06F07F08 208 1309204 1245 12411235 12331227 122312191213 121312091205 1201 113711331129914 11251123 11171115 111111071103 1079 107310711065 10611057 105510511049 10411037 103310291021 10251023 10151011 1005 G06G07G08 1000 VCP1920H07-032 H08-013 H08-058 ! (! H08-017 2ND H08-024 ! 6" !( !H08-042 H08-041 ! H08-040 ! VCP1919Sources: Esri, DeLorme, H08-039 ! H06H07H08 !( 6" NAVTEQ, USGS, NRCAN, METI, 700 iPC, TomTom 1310 1306114 12501246 124212361232 12261224 122012161212 120012001204 11361130 112811241120 11161112 1112 10781074 10681064 10601058 105410501048 1042 City of Santa Ana 901 1001 1301 1233 1215 1201 Sewer Atlas 1135 111711151101 11131105 1055 104710431043 1015 PVC2008H07-038 H08-014 H08-057 !VC (P1920 !F !H08-016 H08-025 12" !(1S T 6! " SS-072H08-047 Sewer Manhole H08-046 ! H08-045 VC P1972 !H08-044 ! VCP1925 ! H08-043 1 2" VCP1972 !H09-033 12" ! 12" H08-048 H08-015 ! ! ! Standard MH 1102 1238 1234 1216 1214 12121206 1138 1204114211341132 11241070 1116106810661064 111010601056!( 1108105010461040 10361034 10321028 Starter MH 102010161002936928 932920 914 902 C Starter Pot 114 !F Drop MH 114 722 124$1 Clean Out 116 1143 1141 11371133 123712331125 1229112311191113 12251221 121712131107 1209 120512011045 1101104310371035 10331031 102710251021!( 10171011 10091007 947 OCSD MH 945939935 931927 923900915 909116 10051003 120 Labeled With: Material, Year installed Diameter, Plan Number VCP1955 I08-043 I08-042 ! I08-007 8" ! WALNUT I08-006 ! I08-041I08-005 WALNUT ! I08-004 !(!Sewer Pipe Segment I08-003 ! !I08-002PV C1994 ! C 8" SS-021 I09-034 202! I09-033VCP 1920 I09-032 ! ! 6" H F15-019 Sewer Main 601 202 11081102 908 124211401138 12381136 Force Main 1234123011321130112610501048 122612221122111810441030 121812141114111010261024 121010201018 1206120210161014 10121010 1006 13001002 946942 940 936928900 926 920 914 206 Siphon 820 822 Private Main C 806 ALLEY 210 217 216 218 OCSD 205 724 214 219 816 Other Agency Main 12371233 12291225 1221 12171213 12091205923 1201 11411141 11371133 1131 11271119 11151109 10551051 10471039 10331031209 1027 10231019 10171011 OCSD Cooperative Agreement Main 10051001 222945943 939937 935933 925218 921 915 2231105 1101 GGSD Cooperative Agreement Main 219 923 911 224 I08-044 I08-045 !VCP1950 I08-046 Sewer Lateral !I08-008 I08-009 PINE !( !I08-055 6" ! 221 !I08-011 !715 I08-012 ! I08-010 I08-013 !PVC1 994 I08-014 ! !( 8" S S-021 Sewer Lateral 809 303 302 803 719 813 811 Private Sewer Lateral 1140 715 908 302 305 12381234 1230 12261222 1218 12141210 1206 30612021136 11341130 1128 I09-035 PINE 112611181114 11101106 I09-059 11021052 Centerlines 10501048 10461044! 10421026! 10221018 1014 10121010 1002 950 944934 930 928924 918916 914 309 308 307 934 310 302 806 301 810 808 Labeled With: Distance from Upstream Manhole 313 I09-039 311!( 312 1001 314315 12411237 12351231 1227305 122312191107 12131209306 12051201307 11391135 1133 11291127 11171115 1111 10451043 3231039 10271025 10211015 10111007316 949947 939937 931927 1141923 919915 318 1001 1103 10511049 309 310 309 911 907901 402 I08-047 I09-037 I08-048 !VCP1924 ! I08-049 !I08-015 PVC19 94!(I09-045 315 !(I08-052 316 !313 6" I08-016 ! 10" S S-021!I08-017 I08-018 ! VC Please request P1985 !I08-019 I09-044 !( 8 " SS-002 ! 406 401 317 320 315 sewer lateral 1024910 1048 1036 41012421238 4071234 12321228 12221220 12141054 12101206 information from 12021144 114011341106 11301128 11221120 11141112 1050 11041030 10261022 1008 1002 946942938 934930 1014926924 1010920918 950914 325 Waterinfo@santa-ana.org 408 414 333 324 400 411 412 331 4151043 12411237 12331229 1225 41812211217 12151209 1205 1201 418 114311391039 113511311107 11271123 11171115 1111 1047 421 333 41810291025 10211007335 1001 945941937 935933 10191015929925921 1009917915 913 949 1053 422 I08-051 I08-050 811809 336 !711 ! MYRTLE! I08-029 I08-028VCP1919 !I08-020 I08-021 ! VCP1919 !I08-054 8" SS-002I08-053 !I08-023 ! 8" I08-024 VCP1919 ! I09-043 !I09-040 !( ! 8" ( ! I09-038 422 423 422 I08-032 I08-030 423 422 !( !( 1048 C 4311200 1238 12341228 1222902401812 12181214 1210 808402 401714 10461042 10381034 1030 10261022910 10161014 10101004 950 427948944 940936 928926 426426924920 427916 426 I08-56 !( 437 ® 405 436 408 405 431 430 431 430 430 910 409 410 409 1227 442 12511231435 12471243 1239 1235 10491045 43443510431037 10331029 May 27, 2021 43410251023 1015 10111007 10031001 434945941 937935 931 927923 919915 1223417 414 411 911 439 448 439 438438 I08-027 I08-036 Data displayed on this map is intended for !438 ! 421 420 417 CAMIL E I08-026I08-037 V reference uses only. The data herein is not CP1922 !I08-025!I08-038 !(I08-039 ! 6" 503!I08-040 purported to be accurate, up-to-date, or !( 503 CAMI LE 502502 503421 reflective of field conditions. 426 427 502 912 507 I08-033 507 506 506! 914 J09-059 CAMILE I08-031J09-015 ! !1052! 10461042 10321030 125050710281026500 124610221018 124212385061014 055110220 123410081004 12301002946 944938 936930 926922 920916 511 Feet 511 510 510 504 503 814 502 503 511712 510 J09-006 ! 515 513 515 51410431033 1017 5141009 1251124712431003947941939 12391235935927514 1231510 507 506 515514505 Atlas Sheet No.G07 519517 519518 & ³²Ǿ /¨«²Ǿ  ­£ '±¤ ²¤ Ȩ&/'ȩ #®­³±®« 0±®¦± ¬ - ­´ « City of Santa Ana March 12, 2019 0±¤¯ ±¤£ ¡¸ %%# %­µ¨±®­¬¤­³ « 5­£¤± ³§¤ 3´¯¤±µ¨²¨®­ ®¥Ȁ . ¡¨« 3 ¡ Ǿ 0ȁ%ȁ GPH!Dpouspm!Qsphsbn!Nbovbm! 4 ¡«¤ ®¥ #®­³¤­³² 1.0 INTRODUCTION................................................................................................. 1 2.0 FOG CONTROL PROGRAM BACKGROUND AND OVERVIEW ............. 2 2.1 Service Area .................................................................................................................. 2 2.2 Sanitary Sewer Overflows ........................................................................................... 2 2.3 Historical FOG Control Activities .............................................................................. 3 2.4 Overview of FOG Control Program ........................................................................... 4 3.0 SEWER LINE ENHANCED MAINTENANCE LOCATION PREVENTATIVE MAINTENANCE ................................................................. 4 3.1 Overview of Sewage Collection System and Mapping .............................................. 4 3.2 Routine Sewer Line Cleaning and CCTV .................................................................. 4 3.3 Enhanced Maintenance Location Sewer Line Identification, Prioritization and Cleaning ........................................................................................................................ 5 3.4 Enhanced Maintenance Location Characterization and FOG Source Identification Activities ............................................................................................... 5 3.5 Enhanced Maintenance Location Data Management ............................................... 6 4.0 FSE FOG CONTROL PROGRAM .................................................................... 6 4.1 Legal Authority ............................................................................................................ 6 4.2 Food Service Establishments (FSEs) .......................................................................... 7 4.3 FOG Wastewater Discharge Requirements ............................................................... 7 4.3.1 RULES AND REGULATIONS ................................................................................................. 7 4.3.1.1 Rule 1 - FOG Program Notice .................................................................................................... 7 4.3.1.2 Rule 2 - General Waste Discharge Prohibitions ........................................................................ 7 4.3.1.3 Rule 3 - Kitchen Best Management Practices (BMP) Requirements ......................................... 8 4.3.1.4 Rule 4 Gravity Grease Interceptor Operation and Maintenance Requirements ....................... 8 4.3.1.5 Rule 5 Hydromechanical Grease Interceptor (HGI) Operation and Maintenance Requirements .............................................................................................................................. 8 4.3.1.6 Rule 6 - Notification Requirements ........................................................................................... 9 4.3.1.7 Rule 7 - Record Keeping Requirements .................................................................................... 9 4.3.1.8 Rule 8 - Drawing Submittal Requirements ................................................................................ 9 4.3.1.9 Rule 9 - Monitoring Facilities Requirements ............................................................................. 9 4.3.1.10 Rule 10 - Monitoring and Reporting Conditions Requirements ................................................. 9 4.3.2 SPECIFIC REQUIREMENTS...................................................................................................10 4.3.2.1 Grease Interceptor Installation Requirements ............................................................................10 4.3.2.2 Other Requirements or Modifications........................................................................................12 4.4 Grease Interceptors .................................................................................................... 12 4.4.1 OVERVIEW ..............................................................................................................................12 4.4.2 GRAVITY GREASE INTERCEPTORS ...................................................................................12 4.4.2.1 Sizing ng Division ...................................................13 4.4.2.2 Maintenance Requirements ........................................................................................................14 4.4.3 HYDROMECHANICAL GREASE INTERCEPTORS ............................................................14 4.4.3.1 Sizing ion ...................................................15 4.4.3.2 Maintenance Requirements ........................................................................................................15 4.4.4 GREASE REMOVAL DEVICES .............................................................................................16 4.4.4.1 Sizing ...................................................16 4.4.4.2 Maintenance Requirements ........................................................................................................16 4.5 Waste Hauling Requirements ................................................................................... 17 4.6 FSE Education ............................................................................................................ 17 4.7 FSE Inspections .......................................................................................................... 18 4.8 FSE Enforcement ....................................................................................................... 19 i GPH!Dpouspm!Qsphsbn!Nbovbm! 4.8.1 BMP NON-COMPLIANCE ......................................................................................................20 4.8.2GRE NON-COMPLIANCE......................................................................................................20 4.8.3 FOG SOURCE SEWER LINE NON-COMPLIANCE .............................................................20 4.9 FSE FOG Program and Data Management ............................................................ 21 5.0 MULTI-FAMILY HOUSING, AND SINGLE FAMILY HOME FOG CONTROL PROGRAM .................................................................................... 22 6.0 INDUSTRIAL FOG PROGRAM ...................................................................... 22 Figures: Figure 2-1: City Service Area ................................................................................................... 2 Figure 1: GCD Requirements Review Guidelines ............................................................... 11 Figure 4-2: Typical Conceptual Gravity Grease Interceptor Design Side View .................. 13 Figure 4-3: Conceptual Design of a Typical Hydromechanical Grease Interceptor ............... 15 Figure 4-4: Typical Conceptual Grease Removal Device Design .......................................... 16 Figure 4-8: FOG Control Program General Enforcement Response Plan .............................. 19 Appendices Appendix A: City of Santa Ana Example Section of the Composite Sewer, Enhanced Maintenance Location, and FSE Map Appendix B: City of Santa Ana Sewer Enhanced Maintenance Location Report Appendix C: City of Santa Ana Food Service Establishment (FSE) List Appendix D: City of Santa Ana FOG Control Rules and Regulations Appendix E: City of Santa Ana FOG Appendix F: Additive Request Form Appendix G: Grease Interceptor Installation Flow Chart Appendix H: FOG Program Memorandum Example Appendix I: Conditional Waiver Approval Appendix J: Plumbing Segregation Example Appendix K: Grease Interceptor Standard Plan Appendix L: New FSE FOG Program Requirements Review Process Appendix M: FOG Program Application Form Appendix N: Pumping Frequency Variance Request Form Appendix O: Waste Hauling Documentation Requirements Appendix P: Certified Grease Waste Hauling Companies Appendix Q: FSE Record Keeping Logs and Educational Material Appendix R: Inspection Forms Appendix S: Santa Ana Enforcement/Lateral Evaluation Process Flow Appendix T: Multi-Family Homes and Single Family Home Educational Material ii GPH!Dpouspm!Qsphsbn!Nbovbm! 1.0 INTRODUCTION City of Sant developed to prevent FOG-related sanitary sewer overflows (SSOs) as required by the Santa Ana Regional Water Quality Control Board (SARWQCB) DĻƓĻƩğƌ ‘ğƭƷĻ 5źƭĭŷğƩŭĻ wĻƨǒźƩĻƒĻƓƷƭ (WDR), Order No. 2006-0003-DWQ. This order was issued in response to a State SSO problem and was issued to all sewer agencies in California with a public sewer system greater than 1 mile, which included local agencies, such as cities and special districts, in the northern and central portions of Orange County. all FOG-related SSOs. These SSOs are usually attributable to cooking grease in wastewater discharged from Food Service 1 Establishments (FSEs), multi-family housing, and single family homes that create FOG (or grease) blockages in sanitary sewer collection systems. These grease blockages, lead to SSOs, which can cause untreated sewage to flow onto streets and travel to storm drains, creeks, and other surface waters. Untreated sewage on private property or in the street poses an obvious human health risk. If this sewage reaches the ocean, it often results in coastal contamination, beach closures, and the associated potential human health risks. To achieve this goal of eliminating FOG-related SSOs, the WDR has identified key requirements for a FOG Control Program, which are as follows: Limit grease discharges that may cause blockages; Prohibit FOG discharges that may cause sewer overflows; Adopt and enforce a FOG ordinance; Require implementation of kitchen best management practices (BMPs); Require installation of grease removal equipment, as necessary; Inspect FSEs; and Implement soenhanced maintenance 2 locations. These requirements are the key issues that were addressed in the development of the City 1 Food Service Establishments (FSEs) are those establishments primarily engaged in preparing or serving food to the public such as restaurants, hotels, commercial kitchens, bakeries, caterers, schools, prisons, correctional facilities, and care institutions. 2 Known problem areas in the sanitary sewer system that requires more frequent cleaning and maintenance. City Council 1 GPH!Dpouspm!Qsphsbn!Nbovbm! 2.0 &/' #/.42/, 02/'2!- "!#+'2/5.$ !.$ /6%26)%7 ! 2.1 3¤±µ¨¢¤ !±¤  The City provides water and sewer service to a population of 349,000 customers, and the service area includes approximately 17,400 acres (27.2 square miles) (Refer to Figure 2-1 for a map of the City service area). Figure 2-1: City Service Area 2.2 3 ­¨³ ±¸ 3¤¶¤± /µ¤±¥«®¶² The City has, as part of the SSMP, adopted a Sewer System Overflow Emergency Response Plan (SSOERP) to ensure that any reported spill is responded immediately to protect the public health and safety, and to protect the beneficial uses of the waters of the United States. The SSOERP identifies the response procedures, the notification and reporting requirements, and follow-up requirements for the City associated with SSOs. 2 GPH!Dpouspm!Qsphsbn!Nbovbm! 2.3 (¨²³®±¨¢ « &/' #®­³±®« Activities The City conducted an initial FOG Characterization Study (Study) in 2003/2004 to provide key information and program recommendations for the development of the CityFOG Control Program. The Study consisted of four tasks: Enhanced Maintenance Location Characterization - identifying and mapping the known problem areas in the sanitary sewer system that requires more frequent cleaning and maintenance enhanced maintenance locations Key information was obtained from staff to identify the factors that cause or may contribute to the areas identified as enhanced maintenance locations. FOG Source Characterization - physically inspecting the enhanced maintenance locations through the use of closed circuit television (CCTV) equipment to further assess the critical enhanced maintenance locations identified by the Citystaff to confirm known or to identify unknown problems in the sanitary sewer system and to identify potential sources of FOG. FSE Characterization - physically inspecting and educating the FSEs. FSEs located within the potential to generate and discharge FOG to the sanitary sewer system. Data Integration and Program Recommendations - mapping the enhanced maintenance location and FSE locations, development of databases for the information collected from the FSE Characterization, and for the information collected during enhanced maintenance location and FOG Source Characterization. Correlations and recommendations for the development of the City FOG Control Program were then developed utilizing these resources. The Study results concluded that FOG Source Characterization (CCTV inspection of enhanced maintenance locations) is extremely beneficial at identifying the potential sources, determining the cleaning effectiveness, defining the contributing issues (e.g., structural issues, roots, other), and assisting in defining the approach for resolving and/or controlling the grease blockage issues for FOG related enhanced maintenance locations. Additionally, the Study concluded that FSE Characterization activities are beneficial in identifying potential grease producing equipment, identifying the removal equipment and maintenance practices, and kitchen best management practices. The Study recommended inspections to ensure that the grease removal equipment (GRE) is maintained properly and that kitchen best management practices (BMPs) are followed to minimize the accumulation of grease and blockages in the sanitary sewer system. Additionally, the Study recommended: cleaning of enhanced maintenance locations be continued and the cleaning effectiveness and frequency be evaluated (through the judicious use of CCTV) on an ongoing basis for City staff and cleaning contractors; and structural repairs that may minimize grease accumulation and potentially resolve the enhanced maintenance location be considered as a factor in prioritizing repairs to the sewer system. City Council 3 GPH!Dpouspm!Qsphsbn!Nbovbm! 2.4 /µ¤±µ¨¤¶ ®¥ &/' #®­³±®« 0±®¦± ¬ The FOG Control Program is based on the Citys FOG Characterization Study activities and the requirements of the WDR. This program integrates various elements into the program to accomplish the goal of preventing SSOs. These key elements of the program are: sewer line maintenance activities associated with the FOG-related enhanced maintenance locations; a FOG Control Ordinance and inspection process to minimize the discharge of FOG from FSEs; an educational outreach program to minimize the discharge of FOG from multi-family housing and single family homes; and the Orange County Sanitation District(OCSD) Waste Discharge Pretreatment and Source Control Program for discharge of FOG from industry. ! ΒȁΏ 3%7%2 ,).% %.(!.#%$ -!).4%.!.#% ,/#!4)/. 02%6%.4!4)6% MAINTENANCE ! 3.1 /µ¤±µ¨¤¶ ®¥ Sew ¦¤ #®««¤¢³¨®­ 3¸²³¤¬  ­£ - ¯¯¨­¦ ! The City sewage collection system consists of a network of sewer mains, manholes, and lift stations, which conveys approximately 36 million gallons per day of sewage generated within the City service area to the Orange County Sanitation (OCSD) Water Treatment Plants. The system consists of approximately 400 miles of collection system mainline piping ranging in size from 6 inches to 24 inches. The system includes 2 sewage lift stations, 8,200 manholes and approximately 45,000 individual service connections. The City is responsible for repairs to the sewer laterals from the public sewer main to the property line in the public right of way. Historically the collection system was documented with 186 hand-drawn, atlas sheets, which included property and right of way boundaries, sewer mains, manholes and service laterals. Subsequently, the City transferred all of the information contained in the hand-drawn sheets to a single CAD (computer aided design) based map, and then to a Geographic Information System (GIS) based mapping system that can be accessed by maintenance staff and FOG inspectors in the field to evaluate an FSEs proximity to an enhanced maintenance location or recent SSO or FOG blockage. 3.2 2®´³¨­¤ 3¤¶¤± ,¨­¤ #«¤ ­¨­¦  ­£ ##46 The entire collection system is cleaned in accordance with the cycle established in the SSMP. The line cleaning operation is accomplished utilizing hydro-combination units, each operated by a crew of two trained operators. The general process consists of hydrojetting the sewer line and vacuuming excessive debris from downstream manholes. The program is typically performed in a progressive manner (i.e., the system is cleaned from manhole to manhole continuing on each successive day at the manhole following the manhole last completed on the previous day). If significant FOG is 4 GPH!Dpouspm!Qsphsbn!Nbovbm! identified during the line cleaning operation, the area is then evaluated for potential further analysis utilizing closed circuit television (CCTV) inspection. Visual inspection, utilizing CCTV, of the entire collection system is conducted at the frequency established in the SSMP, prioritized on older and more problematic sections of the sewer pipe. Any problems identified during the video inspection are evaluated for repairs, depending on defect severity. Video recordings are made by the contractor and supplied to the City. 3.3 %­§ ­¢¤£ - ¨­³¤­ ­¢¤ ,®¢ ³¨®­ 3¤¶¤± ,¨­¤ )£¤­³¨¥¨¢ ³¨®­Ǿ 0±¨®±¨³¨¹ ³¨®­  ­£ #«¤ ­¨­¦ Specific reaches of sewer mainlines that require more frequent than normal cleaning, based on a history of FOG-related issues or higher than normal risk for a FOG related SSO, . New enhanced maintenance locations are identified during routine collection system maintenance activities by staff when they observe conditions that warrant more frequent cleaning, as well as by City contractors during routine CCTV inspections. Additionally, if necessary, locations experiencing an SSO may be designated as an enhanced maintenance location and cleaned on a more frequent basis as a precautionary measure. The frequency of cleaning for these enhanced maintenance locations are typically quarterly but can range from bi-monthly to annually depending on the severity of the problem and the cleaning effectiveness. Enhanced maintenance locations are evaluated (through the judicious use of CCTV) on an ongoing basis. Additionally, the list of enhanced maintenance locations are periodically reviewed to assess the necessity to maintain high frequency cleaning at each location. Refer to Appendix B for an example enhanced maintenance location Report and Appendix A for an example of a Composite Sewer & Enhanced Maintenance Location Map. 3.4 Enhan¢¤£ - ¨­³¤­ ­¢¤ ,®¢ ³¨®­ #§ ± ¢³¤±¨¹ ³¨®­  ­£ &/' 3®´±¢¤ )£¤­³¨¥¨¢ ³¨®­ !¢³¨µ¨³¨¤² Many issues in the sanitary sewer system can contribute to an enhanced maintenance location, each with varying degrees of severity. Management of this information for each enhanced maintenance location is necessary to identify effective solutions and to prioritize resources. Sewer line characterization is the process of classification and prioritization of these enhanced maintenance locations in the City system. It is important to note that while there are many reasons and causes for enhanced maintenance locations in the sanitary sewer system, the focus of the FOG Control Program is the FOG-related locations. The characterization process consists of collecting all known (or perceived) factors associated with each enhanced maintenance location from the sewer maintenance staff to identify the critical information. Factors related to pipe conditions and potential sources are identified, documented and mapped. Relationships between the various 5 GPH!Dpouspm!Qsphsbn!Nbovbm! factors are then developed to define each enhanced maintenance location. Visual inspections, utilizing CCTV, of the enhanced maintenance location and the sewer pipe upstream of the enhanced maintenance location is conducted: to confirm known or to identify unknown problems in the sanitary sewer system; and to identify the potential sources of FOG. This information is critical to the FOG Control Program to enable identification and implementation of the appropriate mitigation solutions. The potential solutions include the evaluation of structural issues that impact enhanced maintenance locations. The resolution of the structural issue is evaluated to determine if repair may minimize grease accumulation and potentially resolve the enhanced maintenance location. Additionally, the laterals (and associated discharger\[s\]) identified as potential sources of FOG during these CCTV inspections will be documented and the information will be provided to the FOG Control Program Manager for appropriate source reduction and enforcement activities (refer to Sections 4.7 and 4.8). Ultimately, this information will help to guide the focus of the FOG Control Program to those enhanced maintenance locations that present the greatest potential for SSOs. ! 3.5 %­§ ­¢¤£ - ¨­³¤­ ­¢¤ ,®¢ ³¨®­ $ ³  - ­ ¦¤¬¤­³ Sewer line enhanced maintenance location cleaning is the responsibility of the Water Maintenance Supervisor and the data management is the responsibility of the FOG Control Program Manager. The enhanced maintenance location data management process consists of: The identification and documentation of enhanced maintenance locations, and management software. (Refer to the Appendix B for an example Enhanced Maintenance Location Report) Digital Composite Map displaying the location of the enhanced maintenance locations (Refer to Appendix A for an example section of the Map) ΓȁΏ &3% &/' #/.42/, 02/'2!- ! 4.1 ,¤¦ « !´³§®±¨³¸ In 2017, the City adopted, Ordinance No. NS-2921 which updates Article III, Chapter 39, Section 39-, as well as Grease Control Regulations adopted by the City Council, to specify appropriate FOG discharge requirements for food service establishments (FSEs) to prevent blockages of sewer lines resulting from discharges of FOG. The discharge requirement the sewer system of FOG that may accumulate and/or cause or contribute to blockages in the sewer system oRefer to website www.santa-ana.org, Section 39-56 for Fats, Oils and Grease Control. City Council 6 GPH!Dpouspm!Qsphsbn!Nbovbm! The key elements of these regulations are the requirement of FSEs to: Implement best management practices (BMPs); and Install, operate and maintain an approved type and adequately sized grease interceptor. 4.2 &®®£ 3¤±µ¨¢¤ %²³ ¡«¨²§¬¤­³s (FSEs) This ordinance is applicable to all Food Service Establishments, and any commercial entity, operating in a permanently constructed structure such as a room, building, or place, or portion thereof, maintained, used, or operated for the purpose of storing, preparing, serving, or manufacturing, packaging, or otherwise handling food for sale to other entities, or for consumption by the public, its members or employees, and which has any process or device that uses or produces FOG, or grease vapors, steam, fumes, smoke or odors that are required to be removed by a Type I or Type II hood. The FSEs identified within the City are establishments ranging from sandwich shops to full service restaurants, including major kitchens in retirement homes or hospital facilities. These FSEs are listed in Appendix C. 4.3 &/' 7 ²³¤¶ ³¤± $¨²¢§ ±¦¤ Requirements Pursuant to the ordinance, the City has developed Rules and Regulations specifying wastewater discharge requirements for FSEs (Appendix D). The City may also impose specific requirements on individual FSEs depending upon unique conditions that exist at that FSE. 5/4/2!SVMFT!BOE!SFHVMBUJPOT! The Rules and Regulations detail the technical requirements of the FOG ordinance. These requirements are segregated into sections and are summarized as follows (Refer to website www.santa-ana.org or Appendix D for the Rules and Regulations): 5/4/2/2 Svmf!2!.!GPH!Qsphsbn!Opujdf! ! The Notice informs the FSEs of the requirements of the Ordinance and identifies any specific requirements that a FSE must follow (Refer to Appendix E for an example Notice). 5/4/2/3 Svmf!3!.!Hfofsbm!Xbtuf!Ejtdibshf!Qspijcjujpot! Waste discharge of FOG into the sewer system will not accumulate and/or cause or contribute to a blockage Food grinders (garbage disposal units) are prohibited for new FSEs. Existing FSEs are required to remove food grinders. City Council 7 GPH!Dpouspm!Qsphsbn!Nbovbm! No emulsifying additivesfor the purpose of emulsifying FOG without thewritten approval of the FOG Control Manger No disposal of waste cooking oil into drains No discharge of wastewater in excess of 140 degrees Fahrenheit into grease removal equipment No biological additives for grease remediation or use as a supplement to interceptor maintenance without approval of FOG Control Manager (Appendix F, Additive Request Form) No toilet discharge into grease interceptor No waste removed from the interceptor shall be discharged into the sewer system Dishwashers shall not discharge to, or be connected to, any grease interceptor or grease trap Grease interceptors cannot be operated (must be pumped out) with FOG or solids accumulation exceeding 25% 5/4/2/4 Svmf!4!.!Ljudifo!Cftu!Nbobhfnfou!Qsbdujdft!)CNQ*! Sfrvjsfnfout! Installation of drain screens Segregation and collection of waste cooking oils Disposal of food waste into trash or garbage, and not into sinks Employee training and refresher training every 6 months Frequent cleaning of exhaust filters and appropriate disposal of the waste Kitchen signage Absorbent material placed under areas susceptible to FOG spills Covered conveyance devices to transport FOG Emptying of FOG containers before they are full Spill kits 5/4/2/5 Svmf!5!!Hsbwjuz!Hsfbtf!Joufsdfqups!Pqfsbujpo!boe!Nbjoufobodf! Sfrvjsfnfout! Requirement for the installation of a grease interceptor Requirement for grease interceptor maintenance (FOG and/or solids cannot exceed 25% of the capacity of the interceptor) Frequency of grease interceptor maintenance (minimum quarterly \[once every 3 months\]) 5/4/2/6 Svmf!6!!Izespnfdibojdbm!Hsfbtf!Joufsdfqups!)IHJ*!Pqfsbujpo! boe!Nbjoufobodf!Sfrvjsfnfout! Operation in accordance with manufactures requirements Requirement for HGI maintenance to ensure efficient operation (removal of accumulated FOG, as needed) Frequency of HGI maintenance (minimum monthly) City Council 8 GPH!Dpouspm!Qsphsbn!Nbovbm! Frequency of HGIinspections to check for leaking and for proper operation (minimum monthly) Dishwashers or food grinders shall not discharge to or be connected to any HGI 5/4/2/7 Svmf!7!.!Opujgjdbujpo!Sfrvjsfnfout! Notification of a spill Notification regarding planned changes 5/4/2/8 Svmf!8!.!Sfdpse!Lffqjoh!Sfrvjsfnfout! Logbook of grease control equipment cleaning activities Logbook of employee training Copies of grease control equipment records or waste hauling receipts Records of sampling data and height monitoring of FOG and solid accumulation in the interceptor 5/4/2/9 Svmf!9!.!Esbxjoh!Tvcnjuubm!Sfrvjsfnfout! ! Proposed or existing FSEs may be required to submit facility site plans, mechanical or plumbing plans, and other details to identify sewer locations or connections Drawings may be required to be prepared by a California Registered Civil, Mechanical, or Electrical Engineer 5/4/2/: Svmf!:!.!Npojupsjoh!Gbdjmjujft!Sfrvjsfnfout!! ! Flow monitoring, constituent monitoring and/or sampling facilities may be required Location of monitoring and/or sampling facilities subject to approval of City FSE will provide immediate access to monitoring and/or sampling facilities during regular business hours Waste analysis, contingency plans, and other necessary information may be requested by the City to verify compliance FSEs shall not increase the use of water to dilute the discharge to achieve compliance 5/4/2/21!Svmf!21!.!Npojupsjoh!boe!Sfqpsujoh!Dpoejujpot!Sfrvjsfnfout! ! FSEs may be required to submit periodic reporting of the status of kitchen BMPs (Rule 3) Visual monitoring of the FSEs sewer lateral or downstream sewer lines at the FSEs expense may be required by the City Reports for self-monitoring of sewage constituents and FOG characteristics may be required by the City City Council 9 GPH!Dpouspm!Qsphsbn!Nbovbm! 5/4/3 TQFDJGJD!SFRVJSFNFOUT! Specific requirements can be required or authorized by the FOG Control Program Manager for individual FSEs. These specific requirements can be segregated into two categories: 1) grease interceptor installation requirements for FSEs; and 2) other requirements or Rule modifications. 5/4/3/2!Hsfbtf!Joufsdfqups!Jotubmmbujpo!Sfrvjsfnfout! The requirement for the installation of a grease interceptor is a key requirement of the CityFOG Regulations. However, this requirement has many options for FSEs that may delay or potentially negate this requirement. The below flow chart generally describes the evaluation process that will be utilized for the grease interceptor installation requirement. A full-sized flow chart is available in Appendix G. Each facility is evaluated by the Water Resources Department and a FOG Program Memorandum is generated for the facility to document the requirement to either install a grease interceptor or receive a waiver from the requirement (Appendix H, FOG Program Memorandum Example). City Council 10 GPH!Dpouspm!Qsphsbn!Nbovbm! Figure 1: GCD Requirements Review Guidelines GPH!Dpouspm!Qsphsbn!Nbovbm! Based on the process flow chart, the majority of existing FSEs that do not have grease install a grease interceptor. However, if the FSE has continued program violations or if the FSE is identified as a significant contributor of FOG (i.e., causes or contributes to blockage or SSO) to the sewer system, the may be revoked requiring the installation of a grease interceptor. An example Conditional Waiver Approval is available as Appendix I. 5/4/3/3!Puifs!Sfrvjsfnfout!ps!Npejgjdbujpot! There are other situations where specific requirements may be required by the FOG Control Program Manager. For example: Authorization for the utilization of an additive Requirement for increased maintenance frequency of the grease interceptor Authorization for decreased maintenance frequency of the grease interceptor Requirement to submit records (grease interceptor maintenance log and waste hauling manifests and other logs) to the City on a semi-annual basis 4.4 '±¤ ²¤ )­³¤±¢¤¯³®±s 5/5/2 PWFSWJFX! Grease interceptors are grease collection devices that separate FOG (or grease), solids, and water based on settling of a particle in a fluid (water in this case). Simply put, under non-turbulent conditions in an interceptor, given enough time, particles that are lighter than water (e.g., grease) will rise to the surface and particles that are heavier than water (e.g., solids) will settle to the bottom. the sanitary waste lines (Appendix J, Plumbing Segregation Example, provides an example of the plumbing that is required to be segregated from a grease interceptor. Facilities receiving conditional waivers must separate their grease waste lines from the sanitary waste lines in-case a grease interceptor is required to be installed at a future date. The different types of grease interceptors are discussed below. 5/5/3 HSBWJUZ!HSFBTF!JOUFSDFQUPST! Gravity grease interceptors (GGI) are larger, volume-based grease-control devices that are typically installed outside and underground. GGIs can range in volume from 300 to 15,000 gallons. The flow of water through the GGI is controlled by the baffle tubes; therefore, it is critical that the baffle tubes are installed properly and kept in good condition for the GGI to function properly. A conceptual view or a typical GGI configuration is illustrated in Figure 4-2, ǤƦźĭğƌ /ƚƓĭĻƦƷǒğƌ DƩğǝźƷǤ DƩĻğƭĻ LƓƷĻƩĭĻƦƷƚƩ 5ĻƭźŭƓ {źķĻ źĻǞ, and in Appendix K, Grease Interceptor Standard Plan. City Council 12 GPH!Dpouspm!Qsphsbn!Nbovbm! Figure 4-2: Typical Conceptual Gravity Grease Interceptor Design Side View The proper plumbing and placement of baffles will provide the non-turbulent conditions. The proper dimensions and volume of the interceptor will provide sufficient retention time to allow the particles to fully rise or settle before they pass-through to the outlet of the interceptor. Over time, the grease and solids layers thicken and will eventually fill the first chamber if they are not removed. If the grease and solids are not removed regularly, the interceptor no longer functions for its intended purpose, and FOG will be carried into the sewer system. Emulsified or partially emulsified particles will rise or settle slower, which is why soaps and other emulsifiers may cause some grease or solids to pass-through an interceptor and collect downstream of the interceptor. Since an interceptor is not self-cleaning or free of maintenance, it is critical that an interceptor be suitably designed with manholes in the right locations to facilitate maintenance and that it be cleaned and pumped at a frequency that maintains its design removal efficiency. 5/5/3/2!Cvjmejoh!Ejwjtjpo Building Division will review and approve the sizing and installation of GGIs. This is accomplished by requirement of the permittee, by the appropriate Building efer to Appendix L, New FSE FOG Program Requirements Review Process, for the process utilized to refer the permittee to the City for grease interceptor installation and sizing approval. Appendix M also includes the FOG Program Application Form that a facility completes prior to the grease interceptor installation decisions are made. The Building Division will base the design and sizing of the grease interceptors on the current version of California Plumbing Code. Chapter 10 of the California Plumbing Code 13 GPH!Dpouspm!Qsphsbn!Nbovbm! sizes GGIs based on the number of drainage fixture units within the FSEconnected to the grease waste line. The FOG Control Program Manager will also consider the potential for large grease interceptors to become septic (which may create nuisance odors and corrosive conditions) due to excessively long retention times. Thus, the Code will be utilized with the following general considerations: 1) If the California Plumbing Code sizing calculation exceeds 1,500 gallons, the FOG Control Program Manager will use utilize his/her best judgment based on other factors at the FSE (e.g., cooking equipment, menu, frequency of use of the drainage fixture units) to determine the final size of the interceptor. 2) The floor of the interceptor should not be too deep to allow for proper cleaning and/or the interceptor should not be larger than 3,000 gallons for most installations. 3) An FSE calculation of 375 to 750 gallons should require an interceptor of 750 gallons. 5/5/3/3!Nbjoufobodf!Sfrvjsfnfout The City requires that GGIs be cleaned (pumped) out completely as required to maintain settled solids. A complete pump-out means that all of the contents of the interceptor are removed and no liquids are returned to the interceptor unless specific permission has been granted in writing by the City (Appendix N, Pumping Frequency Variance Request Form). Some GGIs may need to be pumped out more frequently than once every 90 days if the accumulation of floating FOG and settled solids exceeds 25% of the overall capacity of the interceptor (i.e., 25% rule). 5/5/4 IZESPNFDIBOJDBM!HSFBTF!JOUFSDFQUPST! A hydromechanical grease interceptor (HGI) (also known as a ŭƩĻğƭĻ ƷƩğƦ) is a flow- based grease interceptor that is usually installed in ground or above ground, inside or outside of the facility, and has a typical capacity of less than 250 gallons. FSEs generally prefer HGIs over gravity grease interceptors (GGIs) because HGIs are less expensive to install, can fit in smaller spaces, and can be easier to maintain. A typical conceptual HGI design is illustrated in Figure 4-3, /ƚƓĭĻƦƷǒğƌ 5ĻƭźŭƓ ƚŅ ğ ǤƦźĭğƌ IǤķƩƚƒĻĭŷğƓźĭğƌ DƩĻğƭĻ LƓƷĻƩĭĻƦƷƚƩ. City Council 14 GPH!Dpouspm!Qsphsbn!Nbovbm! Flow Control Removable LidCleanout Device InletOutlet Air Relief Fats, Oils, and Grease Inlet Baffles Outlet Baffle Solids Figure 4-3 - Conceptual Design of a Typical Hydromechanical Grease Interceptor 5/5/4/2!! HGIs. This is accomplished by requirement of the permittee, by the appropriate Building Department, for Appendix L, New FSE FOG Program Requirements Review Process, for the process utilized to refer the permittee to the City for grease interceptor installation and sizing approval. Appendix M also includes the FOG Program Application Form that a facility completes prior to the grease interceptor installation decisions are made. The sizing requirements for HGIs are established in Chapter 10, section 1014.2 of the California Plumbing Code. Regardless of the sizing method, HGIs are sized based on flow rate and the pounds of FOG that they can store. Typically, HGIs have a flow capacity of 20 to 50 gallons per minute (gpm), store 40 to 100 pounds of FOG, and are 15 to 60 gallons in volume. Flow-control fittings/devices must be installed upstream of HGIs to control the wastewater flow to match the certified flow rate of the HGI. If this flow- control device is not installed, the HGI may not perform properly when the flow exceeds the certified flow rate. HGIs are tested and certified to ASME A112.14.3 or PDI- specified maximum flow rate. The City requires that HGIs be certified to these standards -check approvals are required to ensure that one or more HGIs are connected to the significant grease-waste drains (e.g., pot sink, pre-rinse sink, work station). 5/5/4/3!Nbjoufobodf!Sfrvjsfnfout HGIs should be cleaned before the accumulation of floating FOG and settled solids prevent excessive accumulation, daily to weekly cleaning of the HGI by kitchen staff or pumping contractors may be required. At a minimum, HGIs must be cleaned monthly. If City Council 15 GPH!Dpouspm!Qsphsbn!Nbovbm! cleaning is performed by kitchen staff, solids and FOG should be dewatered (e.g., mixed with cat litter) and discarded in the trash. All FSEs with HGIs must keep logs of the maintenance events. Log sheets are provided to each FSE during the initial or follow-up inspections. 5/5/5 HSFBTF!SFNPWBM!EFWJDFT Grease removal devices (GRD) are HGIs which automatically remove the floating FOG contents of the device. GRDs are typically installed indoors and connect to one to four sinks in the kitchen. Floating FOG is separated from the water within the GRD and is discharged into a relatively small tank connected to the side of the GRD. The containers are then emptied into a designated container. If space is available, a 55 gallon drum can replace the small tank in order to eliminate the need to empty the container on a daily basis. A typical conceptual GRD design is illustrated below in Figure 4-4, ǤƦźĭğƌ /ƚƓĭĻƦƷǒğƌ DƩĻğƭĻ wĻƒƚǝğƌ 5ĻǝźĭĻ 5ĻƭźŭƓ. Flow Control Device Access Covers (Internal or External) InletOutlet Removable Solids Strainer Basket Outlet Baffle Inlet Baffle SkimmerHeating Element Figure 4-4 - Typical Conceptual Grease Removal Device Design The GRD shown in Figure 3 has a skimmer wheel which skims the floating FOG into the small container. Other styles of GRDs are available without the skimmer wheel and use hydrostatic pressure or pumps to remove the floating FOG from the device. Some FSEs prefer GRDs without the skimmer wheel because there are fewer moving parts requiring maintenance. It is important that the FSEs understand how their GRD works and what maintenance is required for their device. Proper GRD maintenance is further discussed in Section 3.6.2. 5/5/5/2!Tj{joh! GRDs are sized to the same standards as HGIs which was previously discussed in Section 4.4.3.1. They are sized according to the established sizing criteria in Chapter 10 Section 1014.2 of the California Plumbing Code. Flow control devices must be installed inside City Council 16 GPH!Dpouspm!Qsphsbn!Nbovbm! and outside the GRDs to control the wastewater flow in order to match the certified flow rate of the GRD. 5/5/5/3!Nbjoufobodf!Sfrvjsfnfout In order to function properly, GRDs may require quarterly, monthly, weekly and sometimes, even daily maintenance. The solids basket must be emptied daily and the solids must be disposed of with the trash. The FOG waste container, which collects the skimmed oils, must be emptied into a larger FOG waste container for proper disposal or recycling. Because many GRDs have heaters and skimmers and other critical mechanical equipment, they must be maintained by the FSE and cleaned or replaced, as needed. The entire device should be emptied and cleaned thoroughly at least once every 90 days to remove the silt and sediments which can accumulate within the device. 4.5 7 ²³¤ ( ´«¨­¦ 2¤°´¨±¤¬¤­³² ! Proper disposal of waste grease collected either from interceptors or through kitchen practices is essential to a successful FOG control program. To ensure that FSEs properly dispose of their waste FOG and that haulers and disposal/recycling sites are properly operated, the City requires that all hauler documentation be completed and that the hauler provide the FSE a copy prior to departing the FSE. The FSE is required to maintain copies of the hauling documentation. The minimum information requirements to be O Waste Hauling Documentation requirements) (Refer to Appendix P for a list of certified grease waste hauling companies): Name of hauling company Name and signature of operator performing the pumpout Documentation of full pumpout with volume of water and FOG removed (e.g., 1500 gallons) Documentation of the level of floating FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment) Documentation if repairs to the grease interceptor are required Identification of the facility where the hauler is planning to dispose of the waste 4.6 &3% %£´¢ ³¨®­ The City has developed FSE FOG Control educational material for the FSEs. The initial education to the FSEs was through FOG Characterization Study inspections conducted in 2003 and 2004 and continue via mailings and ongoing inspection activities. In this process, FSEs are provided the General Requirements, a Kitchen BMP Poster, Record Keeping Logs and other Educational Material. This information, in addition to a digital training video, are also available to FSEs by downloading it from the website www.santa-ana.org. Refer to Appendix Q for examples of Kitchen BMP Signage, Record City Council 17 GPH!Dpouspm!Qsphsbn!Nbovbm! Keeping Logs, and other Educational Material.Currently, educationalmaterials are provided to FSEs during Initial Inspections immediately after the FSE is opened, and as requested during routine FSE FOG inspections. 4.7 &3% )­²¯¤¢³¨®­² To ensure compliance with the FOG Control Program requirements, the City has developed a few types of FSE Inspections. These inspections and their purpose are as follows: Initial Inspections These inspections are conducted to identify and classify each the FOG to the sanitary sewer system. If not adequately controlled, this FOG can lead to sewer blockages and, potentially, SSOs. The inspection identifies the type of food, equipment, and kitchen practices that contribute to FOG discharges and the equipment (e.g., grease interceptors, grease traps) that may reduce the discharge of FOG to the sewer. These initial inspections also provides the opportunity to educate the FSEs on the impact of their grease discharges, what they can do to minimize grease discharges, and how the Citylation could potentially impact them. Refer to Appendix R for an example of the inspection form. BMP Inspections These inspections are conducted to evaluate compliance with s best management practices requirements. Refer to Appendix R for an example of the inspection form. GRE Inspections These inspections are conducted to evaluate compliance with s grease removal equipment requirements. Refer to Appendix R for an example of the inspection form. Compliance Inspections These inspections are conducted where it is determined by the FOG Control Program Manager that a follow-up inspection is required for a Non-Compliance issue that has been identified in previous BMP, GRE or FOG Source Sewer Line Inspections. Enforcement Inspections These inspections are conducted when elevated enforcement of the Ordinance requirements are required or when the revocation of the FSEs grease interceptor installation Conditional Waiver, Waiver or Variance is required. The inspection strategy is to focus the City upstream of enhanced maintenance locations and on FSEs that have been identified 18 GPH!Dpouspm!Qsphsbn!Nbovbm! with a greater potential to generate FOG and discharge FOG to the sanitary sewer system. Generally, BMP and GRE inspections are conducted on an annual basis. 4.8 &3% %­¥®±¢¤¬¤­³ The City has developed an enforcement response plan to respond to Non-Compliance issues identified during the inspection processes. The enforcement response will be based on the severity of the non-compliance and the history of non-compliance at the FSE. The general approach utilized is displayed below in Figure 4-8. Appendix S, Sample Enforcement Letter, provides an example of an enforcement letter that can be sent to facilities for non-compliances. Administrative Fines, Administrative Third Tier Compliance Order, Revocation of (Assessment of Grease Interceptor Waiver, Loss of Penalties) Authorization to Discharge Wastewater Severity of Violation, Non- Responsive, Remaining in Violation Directly Responsible for Blockage, Administrative Second Tier Repeated Incidents Possible Contributor Warning Notice to Downstream Possible Contributor Sewer Blockage to Blockage Severity of Non- Compliance, Non- Responsive, Remaining in Non-Compliance Problem Noted First Tier during Routine Non-Compliance Violator Inspection Problem, Violation Action Taken Figure 4-8: FOG Control Program General Enforcement Response Plan 19 GPH!Dpouspm!Qsphsbn!Nbovbm! 5/9/2 CNQ!OPO.DPNQMJBODF! Issues identified as deficient during the BMP inspection process will be documented and the FSE will be issued a Notice of Non-Compliance. The Notice will identify the area of non-compliance and the required action. Issues identified as deficient during the inspection will compromise the effectiveness of the FOG BMP Program, which will increase the FSEs potential to discharge FOG into the sanitary sewer. Therefore, the overall impact of each of the deficient issues will need to be evaluated individually and in relationship to the other reported deficiencies to determine the projected impact and severity of the combined deficient issues. Generally, for a single deficient issue (not considered as a serious non-compliance individually), no further enforcement action will be taken after correction of the deficiency. For multiple deficient issues, an Administrative Warning Notice and/or an Administrative Fine are issued͵ at repeatedly fail to comply, the enforcement process may become more severe: For example, a repeated non-complaint FSE may no longer receive an Administrative Warning Notice and be directly issued an Administrative Fine; further, the ! 5/9/3 HSF!OPO.DPNQMJBODF! Issues identified as deficient during the GRE inspection process will be documented and the FSE will be issued a Notice of Non-Compliance. The Notice will identify the area of non-compliance and the required action. The majority of the issues on the GRE inspection form, if identified as deficient, will compromise the effectiveness of the GRE and would likely have resulted in a direct discharge of FOG into the sanitary sewer. Therefore, for these items it is considered a serious non-compliance issue and an Administrative Warning Notice with the potential assessment of an Administrative Fine may be issued͵ repeatedly fail to comply, the enforcement process may become more severe: For example, a repeated non-complaint FSE may no longer receive an Administrative Warning Notice and be directly issued an Administrative Fine; further, the potential loss of the City collection system. 5/9/4 GPH!TPVSDF!TFXFS!MJOF!OPO.DPNQMJBODF! FSEs identified as sources of FOG to the Citysystem during FOG Source Sewer Line inspections will be issued Notices of Non-Compliance. This Notice will inform the FSE that FOG discharges from their lateral has impacted the City sewer line. This is considered a serious non-compliance issue and an Administrative Warning Notice and/or an Administrative Fine may be issued. City Council 20 GPH!Dpouspm!Qsphsbn!Nbovbm! If the FSE does not have a grease interceptor, the FSE will be informed that they have been identified as a significant FOG discharger, that a likely cause is that their BMP practices do not appear to be effective and that more stringent adherence to BMPs is required. Additionally, they will be informed that if their facility is identified as a source of FOG to the City grease interceptor may be revoked requiring the installation of a grease interceptor. If the FSE has a grease interceptor, the FSE will be informed that they have been identified as a significant FOG discharger, and that the likely cause is that the maintenance of their grease interceptor has not been effective. The FSE may be required to: 1) pump their grease interceptor on a more frequent basis; 2) conduct a functional integrity test of their grease interceptor; and/or 3) have their kitchen drain lines dye tested to ensure that the appropriate drains are connected to the interceptor. For repeated non-compliance, the enforcement process may involve increased fines and/or termination City collection system. Appendix S, Santa Ana Enforcement/Lateral Evaluation Process Flow, provides an example of the enforcement flow for sewer line non-compliances. ! 4.9 &3% &/' 0±®¦± ¬  ­£ $ ³  Management The FOG Control Program is managed by the FOG Control Program Manager and the inspection and enforcement activities are conducted by City staff or by outside contractors under his/her supervision. The program is well integrated with the collection system maintenance program, specifically the enhanced maintenance location sewer cleaning and video inspection activities. The FSE data management process consists of: Database that is utilized to identify the FSEs in the FOG Control Program and the specific details and inspection history of each facility. (Refer to Appendix C for a report of FSEs in the Program) Composite Map displaying the location of the FSEs (Appendix A) Additionally, the City utilizes their internal Customer Service Records, business licenses, new construction or tenant improvement reviews for commercial or industrial property, and input from City field personnel to identify new FSEs or modifications to existing FSEs. ! ! ! ! City Council 21 GPH!Dpouspm!Qsphsbn!Nbovbm! 5.0 MULTI-&!-),9 (/53).'Ǿ !.$ 3).',% &!-),9 (/-% &/' #/.42/, 02/'2!- The multi-family housing, and single family home FOG Control Program will utilize education as the primary method for controlling the discharge of the FOG to the sewer system. Educational information concerning FOG will be provided periodically in the Cityd with utility bills on an annual basis to educate City customers. Additionally, FOG education videos will be televised periodically during the CityCommunity Access television broadcast. For areas identified as potential upstream sources of FOG in the sewer system, more frequent mailing of FOG brochures will be conducted. Additionally, FOG brochures and other educational material will be provided to multi-family housing for posting in common areas. Refer to Appendix T for FOG educational material. 6ȁΏ ).$5342)!, &/' 02/'2!- Orange County Sanitation District source control program is utilized to regulate the wastewater discharged from Industrial users into the CityThe City will coordinate with OCSD for regulation and enforcement for those industrial discharges that are identified as significant FOG discharges. 22 APPENDIX A City of Santa Ana Example Section of the Composite Sewer, Enhanced Maintenance Location, and FSE Map City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council 3200 Legend All FSEs 151 3 Grease Removal Equipment 3 441 FSE GRE Relationship Sewer Pipe GREASE Unknown R09-039 Grease FIRST A MERICA N KELLYS COFFEE & FUDGE R10-005 Heavy R10-006 3400 R10-007 COURTYARD MARRIOTTKITCHEN Medium FIRS T AME RICAN 102 Light None Frequency QUIZNOS Frequency Every 3 Mo E'S MARKET 3300 Monthly 102 Quarterly 3 3 Weekly DOUBLETREE HOTEL/ORANGE COUNTY 3414 FOG and Siphon PipelineType, Grease R10-008 R09-040 <Null>, Heavy <Null>, Light R09-036 Abandoned R10-010 R10-009 R09-035 Gravity Main Cooperative Agreement Main, Heavy Cooperative Agreement Main, Light R09-042 Cooperative Agreement Main, Medium FORC, <Null> RUBIO'S BAJA GRILL WASABI SUSHI THAI SPICE Gravity MED FRESH GRILLER Gravity Main, Heavy 130 102 Gravity Main, Light SUBWAY SANDWICH PASCAL'S 3 Non Santa Ana TOGOS EATERYJUICE IT UP PALAZZO CAFÉ Siphon 1 inch = 125 feet STARBUCKS COFFEE R10-014 110 R10-013 R09-047 R10-011 R10-012 9 R09-041 3620 102 3 S10-020 9 101 R09-043 TORN DOWN 201 7 105 101 S10-010 S10-016 S09-049 4 S10-025 201 MUR PHY S10-006 S10-007 CAFE 201 3701 101 APPENDIX B City of Santa Ana Sewer Enhanced Maintenance Location Report City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council OBJECTIDDiameterNotesTextOperatedByMaterialPipelineIDUpstreamManholeDownstreamManhole 8798"J.RodriguezVitrifiedClayH10052H10053 14178"EMLcausedbyslopeissues.Lookintoredesign,alotofhairandalotofgreaseA.MoralesVitrifiedClayN08024N08025 142512"J.RodriguezVitrifiedClayN09022N09020 142612"J.RodriguezVitrifiedClayN09065N09022 17948"J.RodriguezVitrifiedClayN09042N09043 19074"RootsRootsG.MontezVitrifiedClayC10076C10075 23618"alotofdebreaJ.RodriguezVitrifiedClayE10001E10002 23716"ownerproblemat1712n.spurgeonJ.RodriguezVitrifiedClayE10011E10010 29808"90%sagfrom270to290feetintrudingtapsJ.RodriguezVitrifiedClayF08005F08006 30186"Sagat322'downstreamofMHF09013causesEML,GreaseClearedJ.RodriguezVitrifiedClayF09013F09014 39416"J.RodriguezVitrifiedClayH10056H10052 39606"EMLcausedbyhardchangeinpipeslope.Designissue.Needtolookintorelayingrun.,heavygreaseJ.RodriguezVitrifiedClayH11007H11014 46546"badsagholeinlateralredflagJ.RodriguezVitrifiedClayJ09050J09049 51206"J.RodriguezFeltLinerK09032K09031 51216"linedaround10/29/2010J.RodriguezFeltLinerK09033K09032 51696"multipulecracksinlinegreaseanddebris;pusheddebristoMcfaddenJ.RodriguezVitrifiedClayK10038K10037 51776"SaginpipeorflatlineatintersectionofMcFaddencausesFOGaccumulationJ.RodriguezVitrifiedClayK10051K10050 73396"Veryflatline,almostreverseslope.Needtoraisestarterandredesignsegment/severesaginpipJ.RodriguezVitrifiedClayN08032N08021 89648"USEDGRENADEANDFORWARDSPINNERHEAD,largesaginlineneardwnstrmmhusedvactortoreducewaterJ.RodriguezVitrifiedClayC08030C08029 89756"saginlineat~174'downstreamofstartercausesEMLJ.RodriguezVitrifiedClayH08016H08057 89798"HeavyFOGaccumulationfromFSEs.J.RodriguezVitrifiedClayJ08027J08028 89806"J.RodriguezVitrifiedClayH08057H08014 93346"J.RodriguezVitrifiedClayJ09055J09054 OBJECTIDDiameterNotesTextOperatedByMaterialPipelineIDUpstreamManholeDownstreamManhole 11810"O.MorielVitrifiedClayUNKO04031 10218"O.MorielABSJ02009J02008 11178"O.MorielVitrifiedClayK03016K03017 11538"O.MorielVitrifiedClayK07031K07004 12098"cleaned12292011O.MorielVitrifiedClayL05048L05047 12108"cleaned12292011O.MorielVitrifiedClayL05047L05046 151712"forwardthrustO.MorielVitrifiedClayO04032O04033 151812"O.MorielVitrifiedClayO04031O04032 33128"O.MorielVitrifiedClayG04020G04021 33138"O.MorielVitrifiedClayG04021G04022 376610"O.MorielVitrifiedClayH05015H05032 37976"J.RodriguezVitrifiedClayH06033H06032 37996"O.MorielVitrifiedClayH06035H06034 38006"O.MorielVitrifiedClayH06036H06035 38068"J.RodriguezVitrifiedClayH06062H06043 38138"whitemilkycolloidalsolidsO.MorielVitrifiedClayH06052H06069 38246"O.MorielVitrifiedClayH07007H07008 48498"dirtO.MorielVitrifiedClayJ03017K03017 48858"O.MorielVitrifiedClayK04010K04011 57098"O.MorielVitrifiedClayM07059M07056 57128"O.MorielVitrifiedClayM07062M07059 59938"O.MorielVitrifiedClayO04023O04026 59948"greasefrompiefactoryA.AgostoVitrifiedClayO04028O04027 59958"O.MorielVitrifiedClayO04026O04027 59968"O.MorielVitrifiedClayO04029O04028 59978"O.MorielVitrifiedClayO04027O04030 62808"O.MorielVitrifiedClayO04030P04018 62818"O.MorielVitrifiedClayP04018P04019 62828"forwardthrustO.MorielVitrifiedClayP04019P04020 63318".O.MorielVitrifiedClayQ07034P07013 649612"IO.MorielVitrifiedClayQ03011Q03010 649712"O.MorielVitrifiedClayQ03012Q03011 649812"O.MorielVitrifiedClayQ03013Q03012 649910"O.MorielVitrifiedClayQ03019Q03013 76178"O.MorielVitrifiedClayH06022H06063 76188"flatelineO.MorielVitrifiedClayH06063H06062 78098"forwardthrustO.MorielABSJ02008J02007 783612"usedforwardthrustheadtopushtomacarthurO.MorielVitrifiedClayQ03010Q03006 86498"O.MorielVitrifiedClayE07003E07005 868312"heavygreasealongtroughO.MorielVitrifiedClayL05069L05073 868412"heavygreaseunabletovideohighflowO.MorielVitrifiedClayL05073L05074 868712"O.MorielVitrifiedClayL05074L05025 90518"yearlyO.MorielVitrifiedClayI06001I06002 90536"O.MorielVitrifiedClayI06002I06004 90576"multiplepassesunabletocompletelyremovegreaseunabletocompletecctvinspectionO.MorielVitrifiedClayI06004I06013 92828"calloutonbadsmellO.MorielVitrifiedClayE07005E07007 92838"J.RodriguezVitrifiedClayE07007E07008 APPENDIX C City of Santa Ana Food Service Establishment (FSE) List City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council StreetAddressName 509W17THST17TH&ROSS 2800NMAINPKWYSTE938BASKINROBBINS 1802NMAINSTBOWERSMUSEUMKIDSEUM 2800NMAINSTSTE908CHARLEYSPHILLYSTEAKS^ 3647WMCFADDENAVECHEF'SPHO&RESTURANT 922SLYONSTCONFETTIPARTYRENTALS 8MACARTHURP LCOURTYARDMARRIOTTKITCHEN 14211EUCLIDSTSTEEDIENANHCOFFEESHOP 602NFLOWERSTDOWNTOWNSTADIUMGRILL 2800NMAINSTSTEFC17FRESHHEALTHYCAFE^WAREHOUSESF1C4 14291EUCLIDSTUNITD101HOAANQUANLLC 1215NROSSSTILLUMINATIONFOUNDATIONSANTAANACHILDRENSRESOURCECENTER 691MAINST90JAMBAJUICE#161^ 2327SBRISTOLAVELAMICHOACANAPREMIUMDESANTAANA^ 14291EUCLIDSTSTED102LIENHUEFOODTOGO#1 14291 EUCLIDSTSTED116MONAMICAFERESTAURANT 3960SMAINSTUNITDNATESKORNERBREAKFASTBURRITOSHOAGIES^ 500WSANTAANABLVDNOVAACADEMYEARLYCOLLEGEHIGHSCHOOL^ 2800NMAINSTSTE100PARADIS^ 2428NGRANDAVESTELSANTIAGOCREEKCOMMUNITYSCHOOL 2800NMAINSTSEESCANDYSHOPINC 14211NEUCLIDSTSTEDSMOKINGRIBS,THE 1722W1STSTSUPERSALE 2800NMAINSTSTE308SWEETNESSDELIGHT^ 1441WMACARTHURBLVDSTECTAPIOCAEXPRESS^ 630SEUCLIDSTSTECTAQUERIALAMEXICANA^ 117W4THSTTHEPIZZAPRESS 601W17THSTSTECVEGGIELEAVESINCPLANCHECKPENDING L 2609W5THSTVISTAHERITAGECHARTERMIDDLESCHOO 431EFIRSTSTSTE4FWABAGRILL^ CHUNKNCHIP^4THSTREETMARKETCookies 2429NTUSTINAVEADALBERTOS 2210E1STSTADVANCEDREHABCTROFTUSTIN 1425EEDINGERAVEALBERTO'SMEXICANFOOD 625SSANTAFESTALLENFOODSINC Q 2729NBRISTOLSTSTEB1ALOHAHAWAIIANBB 3814SBRISTOLSTSTEBALOHAHAWAIIANBBQ 1008SHATHAWAYSTSTENALVAROSTACOSLLC 801NMAINSTAMBROSIA 1404NGRANDAVEAMERICANLEGIONPOST#131 1804NTUSTINAVESTECAMISUSHI 2221W2NDSTANAS 2317W1STSTSTEAANITA'SRESTAURANT 210W1STSTSTE111ANTOJITO'SCLEMENTE 1611WSUNFLOWERAVEANTONELLORISTORANTE 751SHARBORBLVDARSENIO'SMEXICANFOOD 3601WSUNFLOWERAVEARTINSTITUTEOFCALIFORNIA 2350PULLMANSTARYZTA 715NHARBORBLVDSTE106ASIASANWICHESANDCAFETERIA 207W2NDSTBPOELKS#794^ 3664SBRISTOLSTBAJAFISHTACOS 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2850SBRISTOLSTBURGERKING#2253 701NMAINSTBURGERKING#4309 601EDYERRDBURGERKING#4552 200NHARBORBLVDBURGERKING#4991 FC6BURGERLAB 2800NMAINSTSTE 200NBROADWAYC4DELICATESSEN 3130SHARBORBLVDSTE120CAFE201 LCAFE201 1EMACARTHURP 420SHARBORBLVDSTEDCAFE365 324W4THSTSTEACAFECALACAS 2800NMAINSTSTEFC9(916)CALIFORNIAPLATE 2102WCHESTNUTAVECALIFORNIASAUSAGES 123SHARBORBLVDCALIFORNIATERIYAKI L 1504WEDINGERAVECALIFORNIATERIYAKIGRIL 3800SFAIRVIEWSTCALVARYCHAPELOFCOSTAMESA 3835W1STSTCancunJuice 2302SBRISTOLSTSTEDCANCUNJUICE 1026SMAINSTCAPRICHOSJUICE 1800OLDTUSTINAVECAREHOUSEHEALTHCARECENTER 1809EEDINGERAVECARL'SJR#123 1720EDYERRDCARL'SJR#132 3325SHARBORBLVDCARL'SJR#245 1943E17THSTCARL'SJR#277 1830NBRISTOLSTSTE18CARL'SJR#628 2511SBRISTOLSTCARLSJR/GREENBURRITO(#77) 402W17THSTCARNITASSAHUAYO 2106W5THSTCARNITASURUAPAN 2120WEDINGERAVECARRINTERMEDIATESCHOOL 230WWARNERAVESTE101CASADELREY 2929SHALLADAYSTCATERTOTS,INC 3522W1STSTCAYDUA 2900WEDINGERAVECENTENNIALEDUCATIONCENTER 2677NMAINSTSTE115CENTERCAFE^ 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7HUTTONCENTERDRDOUBLETREECLUBHOTEL 201EMACARTHURBLVDDOUBLETREEHOTEL/ORANGECOUNTY 600WALTONAVEDOUGLASMACARTHURSCHOOL 701SHARBORBLVDSTEBDRAGONBOWL 2307SBRISTOLSTSTEADUCKSDONUTS 2900WWARNERAVEDUKE'SCHARBROILER 313NBUSHSTEATCHOWRESTAURANT 733SMAINSTELAMANECERCAFE 1307SMAINSTELBORREGOSAGRADO 1604WFIRSTSTELCABRITO 819SMAINSTELCANGREJONICE 803SMAINSTELCARBONERORESTAURANTE 2026W5THSTELCARNAVAL T 1459SMAINSTELCHARRITOMEATMARKE 2217NFAIRVIEWSTELCHILANGO#1 1904SMAINSTELCHILEPICANTE 2202WEDINGERAVEELCOMEDOR 1442SBRISTOLSTELGALLOGIRO 1502W5THSTELINDIO T 3317W1STSTELMESTIZORESTAURAN 838E1STSTELMETATEFOODSRESTAURANT 1338W1STSTELMETATEPANADERIA 1220NBRISTOLSTSTEDELMICHOACANORESTAURANT 809NFAIRVIEWSTELMOCTEZUMARESTAURANT 3622W5THSTELNUEVOENSENADASEAFOODRESTAURANT 601NHARBORBLVDELNUEVOMONTEREY 716E1STSTELNUEVOPERICO 1840SSTANDARDAVESTE109ELPANADEROBAKERY 2223W5THSTSTEFGHELPICANTE 901W17THSTELPICODEGALLO 1241WMEMORYLNELPIRATASEAFOODANDGRILL^ 1909NMAINSTELPOLLOLOCO 2501SBRISTOLSTELPOLLOLOCO#5327 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1342NROSSSTWILLARDINTERMEDIATEKITCHEN 3017W5THSTWILLOWICKCOFFEESHOP 2801WMACARTHURBLVDSTECWINGSTOP 1411NBROADWAYSTWISEPLACE 305E4THSTSTE106WURSTHAUS 1430EEDINGERAVEYELLOWBASKET ANA 2860SMAINSTYELLOWBASKETOFSANTA 1701NBROADWAYSTSTECYESDONUTS&YOGURT 2639WEDINGERAVEYO!SUSHI 2413SFAIRVIEWSTSTERYOGI'STERIYAKI 1701NBROADWAYSTSTEAYOSHINOYABEEFBOWL#153 2441NTUSTINAVESTEAYUMYUMDONUTS 2735WEDINGERAVEYUNKATZTORTILLERIA A 3941SBRISTOLSTSTEF2ZPIZZ APPENDIX D City of Santa Ana FOG Control Rules and Regulations City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council FATS, OILS AND GREASE (“FOG”) CONTROL PROGRAM RULES AND REGULATIONS APPLICABLE TO FOOD SERVICE ESTABLISHMENTS OF THE CITY OF SANTA ANA Public Works Agency 220 S. Daisy Avenue Santa Ana, CA 92703 Effective December 15, 2004, the City of Santa Ana adopted Ordinance Number NS 26-70 amending Chapter 39 of the Santa Ana Municipal Code adding fats, oils and grease (FOG) control regulations applicable to Food Service Establishments (FSEs). The ordinance requires all new and remodeled FSEs to install and maintain grease interceptors. Existing FSEs without grease interceptors will be issued a conditional waiver and routinely inspected to evaluate the effectiveness of their grease control measures. Existing FSEs that discharge FOG and are out of compliance with the Ordinance provisions will be required to install grease interceptors. All FSEs must implement Kitchen Best Management Practices (BMPs) to remove FOG from the waste stream entering the sewer system. Violations of the FOG Control Program Regulations may result in the issuance of warnings, correction notices, and/or Administrative Citations. Administrative Citations carry a penalty of up to $500 per occurrence. Any person acting in violation of this code section also may be acting in violation of the Federal Clean Water Act or the State Porter-Cologne Act and other laws and also may be subject to enforcement procedures pursuant to said statutes. Pursuant to Ordinance Number NS 26-70 the Executive Director of the Public Works Agency hereby establishes the following Rules and Regulations related to the FOG Control Program. Said Rules and Regulations shall take effect immediately. The Executive Director of the City of Santa Ana may add, modify or delete these Rules and Regulations. Food Service Establishments (FSEs) must conform to these Rules and Regulations. 1 TABLE OF CONTENTS RULE NO. TITLE PAGE NO. 1 FOG Program Notice and Conditional Waiver……………………………………….. 3 2 General Waste Discharge Prohibitions……………………………………………….. 4 3 Kitchen Best Management Practices (BMP) Requirements.......................……….. 5 4 Grease Interceptor Operation and Maintenance Requirements..............…………. 7 5 Grease Trap Operation and Maintenance Requirements.......................………….. 8 6 Notification Requirements..........................................................................……….. 9 7 Record-Keeping Requirements...............................................................…………. 11 8 Drawing Submittal Requirements...............................................................……….. 12 9 Monitoring Facilities Requirements...........................................................…………13 10 Monitoring and Reporting of Conditions Requirements............................………… 14 2 RULE NO. 1 FOG Program Notice and Conditional Waiver FOG Program Notice: All FSEs will be issued a FOG Program Notice. The notice will contain the current FOG Control Program Rules and Regulations as well as site specific requirements for each FSE. The FSE is required to comply with all of the applicable Rules and Regulations as well as site specific requirements. Conditional Waiver of Interceptor Requirement: Existing FSEs that do not have a grease interceptor installed will be issued a Conditional Waiver. The Conditional Waiver will specify requirements that the FSE must comply with to operate without an interceptor. The City’s FOG Control Program Manager will continually review FSE compliance with the Conditional Waiver requirements. A Conditional Waiver may be revoked at any time for any of the following reasons: o Quantity of FOG discharge as measured or as indicated by the size of FSEs based on seating capacity, number of meals served, menu, water usage, amount of on-site consumption of prepared food and other conditions have changed since the granting of said waiver such that the FSE is contributing to FOG discharges. o Identification of the FSE as a significant contributor of FOG into the Sewer System, which is based on inspection or sampling of the FOG discharged from the FSE’s sewer lateral to the Sewer System. o Adequacy of implementation and compliance with Kitchen Best Managements Practices (BMPs). o Change in sewer size, grade, and condition based on visual information. o Changes in operations that significantly affect FOG discharge. o Failure to comply with any of the conditions set forth in the waiver. o Any other condition deemed reasonably related to the generation of FOG discharges by the FOG Control Program Manager. 3 RULE NO. 2 General Waste Discharge Prohibitions All FSE’s are prohibited from the following: 1. The discharge into the sewer system of FOG that may accumulate and/or cause or contribute to blockages in the sewer system or at the sewer system lateral except as provided herein. 2. The iInstallation of food grinders in the plumbing system of new constructions of FSEs. All existing food grinders shall be removed from FSEs by June 15, 2005. 3. The introduction of any additives into a FSEs wastewater system for the purpose of emulsifying FOG, unless a specific written authorization from the FOG Control Program Manager is obtained. 4. The disposal of cooking oil into drainage pipes. All waste cooking oils shall be collected, stored and labeled properly in receptacles such as barrels or drums for recycling or other acceptable methods of disposal. 5. The discharge of wastewater from dishwashers to any grease trap or grease interceptor. 6. The discharge of wastewater with temperatures in excess of 140˚F to any grease control device, including grease traps and grease interceptors. 7. The use of biological additives for grease remediation or as a supplement to interceptor maintenance, without prior authorization from the FOG Control Program Manager. 8. The discharge of waste from toilets, urinals, washbasins, and other fixtures containing fecal materials to sewer lines intended for grease interceptor service. 9. The discharge of any Waste including FOG and solid materials removed from the grease control device to the sewer system. Grease removed from grease interceptors shall be waste hauled periodically as part of the operation and maintenance requirements for grease interceptors. 10. Dishwashers and food waste disposal units shall not be connected to or discharged into any grease trap. 11. Operation of grease interceptors with FOG and solids accumulation exceeding 25% of the design hydraulic depth of the grease interceptor (25% rule). 4 RULE NO. 3 Kitchen Best Management Practices (BMP) Requirements Kitchen Best Management Practices (BMPs) Requirements All FSEs shall be required, at a minimum to implement and comply with the following Kitchen BMPs, whenever applicable: 1. Drain screens shall be installed on all drainage pipes in food preparation areas. 2. All waste cooking oil shall be collected and stored properly in recycling receptacles such as barrels or drums. Such recycling receptacles shall be maintained properly to ensure that they do not leak. Licensed waste haulers or an approved recycling facility must be used to dispose of waste cooking oil. 3. All garbage and food waste shall be disposed of directly into trash bins or containers, and not in sinks. Double-bagging food wastes that have the potential to leak in trash bins is highly recommended. 4. Employee Training: Employees of the FSEs shall be trained by June 15, 2005 and twice each calendar year thereafter in the following areas: a) How to “dry wipe/scrape” pots, pans, dishware and work areas before washing to remove FOG. b) How to properly dispose of garbage, food waste and solids in enclosed plastic bags prior to disposal in trash bins or containers to prevent leaking and odors. c) The location and use of absorption products to clean under fryer baskets and other locations where FOG may be spilled or accumulated. d) How to properly dispose of FOG from cooking equipment into a FOG receptacle such as a barrel or drum without spilling. Training shall be documented and employee signatures retained indicating each employee's attendance and understanding of the practices reviewed. Training records shall be available for review at any reasonable time by the FOG Control Program Manager, Orange County Health Care Agency (OCHCA) or their designees. 5. Exhaust filters shall be maintained in good operating condition utilizing frequent cleaning practices. The sewage generated from cleaning the exhaust filter shall be disposed properly. 6. Kitchen BMP and “NO GREASE” signs, posters or similar information in appropriate language(s) shall be prominently displayed in the food preparation and dishwashing areas at all times. 5 7. Absorbent materials (e.g., kitty litter or paper towels) shall be placed under the fryers or other areas where FOG typically or frequently drips or spills. 8. Covered conveyance devices shall be used in order to transport FOG without spilling. 9. FOG containers shall be emptied before they are full to avoid accidental or incidental spills. 10. “Spill Kits” (e.g., absorbent materials, kitty litter) shall be created and shall be well marked and readily accessible in the event a spill does occur. 6 RULE NO. 4 Grease Interceptor Operation and Maintenance Requirements All existing and newly constructed grease interceptors shall be operated in accordance with the manufacturer’s specifications. The maintenance frequency for all FSEs with a grease interceptor shall be determined in one of the following methods: 1. Grease Interceptors shall be maintained in efficient operating condition by periodic removal of the full content of the interceptor. Grease interceptors shall be fully pumped out and cleaned at a frequency such that the combined FOG and solids accumulation does not exceed 25% of the design hydraulic depth of the Grease Interceptor. This is to ensure that the minimum hydraulic retention time and required available volume is maintained to effectively intercept and retain FOG. 2. ALL FSEs with a grease interceptor shall fully pump out contents of the grease interceptor at a minimum quarterly frequency (at least once every 3 months) unless the frequency is changed based on procedures described in 3. and 4. below. 3. The FOG Control Program Manager or his/her designee may mandate a more frequent cleaning schedule if it finds that the FSE is not maintaining a grease interceptor in a manner in compliance with 1. above. The maintenance frequency may be adjusted when sufficient data has been obtained to establish an average frequency that will ensure compliance with 1. above. Based on the actual generation of FOG from a FSE, the maintenance frequency may increase or decrease; however, the minimum pumping frequency shall be 6 months. 4. A FSE may submit a request at any time to the FOG Control Program Manager requesting a change in the maintenance frequency of its grease interceptor. The FSE has the burden of responsibility to demonstrate that the requested change in frequency reflects actual operation conditions based on the average FOG accumulation over time and meets the requirements described in 1. above and that it is in full compliance with Santa Ana Municipal Code, Section 39-56.8 and the FOG Control Program. Upon determination by the FOG Control Program Manager that the requested revision is justified, the FSE shall be notified in writing of the revised maintenance frequency. 5. If the grease interceptor, at any time contains FOG and solids accumulation that does not meet the requirements described in 1. above, the FSE shall be required to have the grease interceptor serviced as soon as possible, but not more than 24 hours later, such that all FOG, sludge, and other materials are completely removed from the grease interceptor. 7 RULE NO. 5 Grease Trap Operation and Maintenance Requirements 1. A FSE may use or may be required to install grease traps, in lieu of installation of a grease interceptor when (1) installation of an interceptor can not physically be accomplished, (2) there is not adequate slope for gravity flow between kitchen plumbing fixtures and a proposed grease interceptor and/or between the grease interceptor and the private collection lines or the public sewer and (3) no alternative pretreatment can be installed. Sizing and installation of grease traps shall conform to the current edition of the California Plumbing Code. 2. Grease traps shall be operated in accordance with the manufacturer’s specifications. 3. Grease traps shall be maintained in efficient operation conditions by removing accumulated grease on an as needed basis, or the frequency specified by the manufacturer, but no less than on a weekly basis. 4. Grease traps shall be maintained free of all food residues and any FOG waste removed during the cleaning and scraping process. 5. Grease traps shall be inspected periodically, but in no event less than once a month, to check for leaking seams and pipes, and for effective operation of the baffles and flow-regulating device. Grease traps and their baffles shall be maintained free of all caked-on FOG and waste. Removable baffles shall be removed and cleaned during the maintenance process. 6. Dishwashers and food waste disposal units shall not be connected to or discharged into any grease trap. 8 RULE NO. 6 Notification Requirements A FSE shall comply with notification requirements: 1. Notification of Spill and/or SSOs a. In the event a FSE is unable to comply with Santa Ana Municipal Code Section 39-56 and/or the FOG Control Program due to a breakdown of equipment, accidents, or human error or the FSE has reasonable belief that its discharge will violate Chapter 39-56 and/or the FOG Control Program, the FSE or its representative shall immediately notify the FOG Control Manager by telephone at: FOG Control Manager (714) 647-3380 b. If the material discharged has the potential to cause or results in sewer blockage or a Sanitary Sewer Overflow (SSO), the FSE shall immediately notify the Orange County Health Care Agency (OCHCA) and the FOG Control Program Manager by telephone at: FOG Source Control Manager (714) 647-3380 OCHCA (714) 667-3600 c. Confirmation of this notification shall be made in writing to the FOG Control Program Manager no later than five (5) workings days from the date of the incident at the following address: FOG Control Program Manager City of Santa Public Works Agency 220 S. Daisy Ave. Santa Ana, CA 92703 The written notification shall state the date of the incident, the reasons for the discharge or spill what steps were taken to immediately correct the problem and what steps are being taken to prevent a recurrence. d. Such notification shall not relieve the FSE of any expense, loss, damage or other liability that may be incurred as a result of damage or otherwise arising out of a violation of Section 39-56 of the Santa Ana Municipal Code or any other chapter of the Santa Ana Municipal Code, or other applicable law. 2. Notification Regarding Change in Operations The FSE shall notify the FOG Control Manager in writing at least 60 days prior to any facility expansion and/or Remodeling or process modifications that may result in new or substantially increased FOG discharges or a change in the nature of the discharge. The FSE shall submit any information requested by the FOG Control Program Manager for evaluation of the effect of such expansion and/or Remodeling or process modifications on the FSEs FOG discharge to the sewer system. The address to use to notify the FOG Control Program Manager is as follows: 9 FOG Control Program Manager City of Santa Ana Public Works Agency 220 S. Daisy Ave. Santa Ana, CA 92703 The written notification shall state the FSE name, name the title of the FSEs contact person or person most knowledgeable concerning the facility expansion and/or remodeling or process modifications, address and telephone number of the FSE, date of the proposed facility expansion and/or Remodeling or process modifications and the reasons for the same. 10 RULE NO. 7 Record-Keeping Requirements The following records shall be maintained for no less than two (2) years and the FSE shall make them available to FOG Control Program Manager, OCHCA, or their designees: 1. A record or logbook of grease interceptor or grease trap cleaning and maintenance practices and activities. The record or logbook shall include: a. Dates inspected; b. Name of inspector; c. Inspector’s observations concerning the effectiveness of the grease interceptor or grease trap in controlling FOG; d. Dates cleaned; and e. Dates and nature of maintenance. 2. A record or logbook of Kitchen BMPs being implemented including employee training as described more fully in Rule 2. 3. Any other information deemed appropriate by the FOG Control Program Manager to ensure compliance with Section 39-56 of the Santa Ana Municipal Code and the FOG Source Control Program. For FSEs with Grease Interceptors: 4. Copies of records and manifests of waste hauling grease interceptor contents, which will include: Name of hauling company Name and signature of operator performing the pumpout Documentation of full pumpout with volume of water and FOG removed (e.g., 1500 gallons) Documentation of the level of floating FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment) Documentation if repairs to the grease interceptor are required Identification of the facility where the hauler is planning to dispose of the waste 5. Records of sampling data and/or sludge vs. slug height monitoring for FOG and solids accumulation in the grease interceptors. 6. Records of any spills and/or cleaning of the lateral or sewer system. 11 RULE NO. 8 Drawing Submittal Requirements Upon request by the Fog Control Program Manager or his designee: 1. A proposed or existing FSE may be required to submit facility site plans, mechanical and plumbing plans, and other details to show the sewer locations and connections for its facility or premises. The submittal shall be in a form and content acceptable to the City for review of an existing or proposed grease interceptor, grease trap, monitoring facilities, metering facilities, and operating procedures. The review of the plans and procedures shall in no way relieve a FSE of the responsibility of modifying the facilities or procedures in the future, as necessary to meet the requirements of Section 39-56, the FOG Control Program or any requirements of other Regulatory Agencies. 2. The City may require drawings to be prepared by a California Registered Civil, Mechanical, or Electrical Engineer. 12 RULE NO. 9 Monitoring Facilities Requirements 1. The City may require a FSE to construct and maintain in proper operating condition at a FSEs sole expense, flow monitoring, constituent monitoring and/or Sampling Facilities. 2. The location of the monitoring or metering facilities shall be subject to approval by the FOG Control Program Manager. 3. FSEs shall, during regular business hours provide immediate and safe access to the FOG Control Program Manager, OCHCA, or their designees to the FSEs’ monitoring and metering facilities. 4. FSE shall, upon request submit to the FOG Control Program Manager waste analysis plans, contingency plans, and other necessary information to verify it is in compliance with Section 39-56 of the Santa Ana Municipal Code and this FOG Control Program. 5. No FSE shall increase the use of water or in any other manner attempt to dilute a discharge as a way of achieving compliance with Section 39-56 of the Santa Ana Municipal Code and the FOG Control Program. 13 RULE NO. 10 Monitoring and Reporting of Conditions Requirements 1. The FOG Control Program Manager may require periodic reporting of the status of implementation of the Kitchen BMP (Rule 3), in accordance with the FOG Control Program. 2. The FOG Control Program Manager may require visual monitoring at the sole expense of the FSE to observe the actual conditions of the FSEs sewer lateral and sewer lines downstream. 3. The FOG Control Program Manager may require reports for self-monitoring of sewage constituents and FOG characteristics of the FSE needed for determining compliance with any conditions or requirements as specified in Section 39-56 of the Santa Ana Municipal Code and the FOG Control Program. The FOG Control Manager shall in a manner and form approve monitoring reports of the analyses of sewage constituents and FOG characteristics. Failure by the FSE to perform any required monitoring or to submit monitoring reports required by the FOG Control Program Manager constitutes a violation of Section 39-56. The FSE shall be responsible for any and all expenses of the City in undertaking such monitoring analyses and preparation of reports required of the FSE. 14 APPENDIX E City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council MAYOR CITY MANAGER Miguel A. Pulido David N. Ream MAYOR PRO TEM CITY ATTORNEY Claudia c. Alvarez Joseph W. Fletcher COUNCILMEMBERS CLERK OF THE COUNCIL David Benavides Patricia E. Healy Carlos Bustamante Michele Martinez CITY OF SANTA ANA Vincent F. Sarmiento PUBLIC WORKS AGENCY M-85 Sal Tinajero P.O. Box 1988 Santa Ana, California 92702 TO: Owners and Managers of Food Service Establishments FROM: FOG Control Program Manager DATE: August 22, 2006 SUBJECT: FOG Control Program and Issuance of Notice IMPORTANT ANNOUNCEMENT The City of Santa Ana (City) is responsible for keeping the sewer system in Santa Ana functioning properly and has implemented a Fats, Oils, and Grease (FOG) Control Program to prevent blockages in the sewer lines that can cause overflows and spills. This program is required by the State of California and was initiated in the spring of 2005. City inspectors have visited the food service establishments (FSEs) in the City during this past year to inform personnel of the program requirements, review the facility’s Food Service Establishment Wastewater Discharge Notice (identifying FOG Program requirements), and to provide education material. The City would like to thank all of the FSEs for cooperating with the City inspectors and for the efforts that have been taken to make the program a success. To verify the effectiveness of the FOG program and as required by the State of California, the City will continue inspecting FSEs to ensure that they are in compliance with the requirements of the program. These inspections will include adherence to Kitchen Best Management Practices (BMPs), proper maintenance of grease removal devices, as appropriate, and review of FOG Program records. All FSE documents/records, which may be located in a binder, must be readily available for review by the inspector during the inspection. Additionally, the Orange County Health Care Agency (OCHCA) inspectors will also be reviewing a portion of the FOG Program requirements during their inspections to verify compliance. Food service establishments that are identified as non-compliant with the FOG program requirements during these inspections will be re-educated on the requirements of the FOG Program and will also have enforcement actions initiated, which may result in significant fines for non- compliance. Your cooperation and assistance in this vital program is greatly appreciated. If you have questions please call me at (714) 647-3317, or visit the City’s website at www.santa-ana.org for the following information: Municipal Code Chapter 39 Rules and Regulations Program Resources (poster, brochures, record-keeping forms, etc.) Sincerely, Ray Burk City Principal Civil Engineer/FOG Control Program Manager MAYOR CITY MANAGER Miguel A. Pulido David N. Ream MAYOR PRO TEM CITY ATTORNEY Claudia c. Alvarez Joseph W. Fletcher COUNCILMEMBERS CLERK OF THE COUNCIL David Benavides Patricia E. Healy Carlos Bustamante Michele Martinez CITY OF SANTA ANA Vincent F. Sarmiento PUBLIC WORKS AGENCY M-85 Sal Tinajero P.O. Box 1988 Santa Ana, California 92702 A: Dueños y Encargados de los Establecimientos del Servicio de Alimento DE: Encargado De Programa De Control de FOG FECHA: Agosto 22, 2006 TEMA: Programa de Control y Emisión del Aviso FOG AVISO IMPORTANTE La Ciudad de Santa Ana es responsible de que el sistema de alcantarilla este funcionando adecuadamente y ha implementado un programa del control de Aceites y Grasas (FOG), para prevenir obstrucciones en las lineas de alcantarilla que pueden causar desbordamientos y derramamientos. Este programa es requerido por el Estado de California y fue iniciado en 2005. Durante este ultimo año, inspectores de la ciudad han visitado establecimientos de servicio de comida para informar al personal de requisitos del programa, revisar el Aviso del Desperdicio de agua de el establecimiento de servicio de comida, y para proveer material educativo. La ciudad quisiera agradecerle a todos los establecimientos de servicio de comida por cooperar con los inspectores de la ciudad y por los esfuerzos que han tomado para que el program sea un exito. Para verificar la efectividad de el programa de aceites y grasas (FOG), y por requisitos de el Estado de California, la Ciudad continuara inspeccionando establecimientos de servicio de comida para asegurar que se mantengan conforme a los requisitos de el programa. Estas inspecciones incluiran adherencia a las practicas mejores en el manejo de la cocina, mantenimiento correcto de los aparatos de eliminacion de grasa. Adicionalmente, los inspectores de la Agencia de Salud de el Condado Orange también estaran revisando una porción de los requisitos del programa de aceites y grasas (FOG) durante inspecciones para verificar cumplimiento. Establecimientos de servicio de comida que no están en cumplimiento con los requisitos del programa de aceites y grasas (FOG) durante estas inspecciones seran re-educados sobre los requisitos de el programa y acciones de aplicación seran iniciadas, cual puede dar lugar a multas significantes por el incumplimiento. Su cooperación y ayuda en este programa vital se aprecia grandemente. Si usted tiene preguntas favor de Llamar al (714) 647-3317, o visitar el Web site de la ciudad en www.santa-ana.org para la información siguiente: Capitulo Municipal Del Codigo 39 Reglas y Regulaciones Recursos del programa (cartel, folletos, formas del mantenimiento de Registros, etc.) Sinceramente, Ray Burk Encargado De Programa Civil Principal De Control De la Ciudad Engineer/FOG APPENDIX F Additive Request Form City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council WASTEWATER ADDITIVE USE VARIANCE REQUEST FORM CITY OF SANTA ANA Fats, Oils, and Grease (FOG) Control Program City of Santa Ana’s (City) Fats, Oils, and Grease (FOG) Control Regulations, (Article III, Chapter 39, Section 39-56 of the City’s Municipal Code) - prohibits the introduction of additives into a Food Service Establishment’s (FSE) wastewater system for the purpose of emulsifying FOG, for grease remediation, or as a supplement to interceptor maintenance unless specific written authorization from the City’s FOG Control Program Manager is obtained. ANY REQUEST WILL BE DENIED IF THE FSE IS FOUND TO BE, OR HAS BEEN, IN VIOLATION OF ANY FOG PROGRAM REQUIREMENTS WITHIN THE 12 MONTH PERIOD PRIOR TO THE DATE OF THE REQUEST. Food Service Establishment Requesting Variance: Permit No:________________ Rev No: ________ Business License No:_________________ Facility Name:_____________________________________________________________________ Facility Address: ___________________________________________________________________ Owner Name:_______________________ Authorized Agents Name:_________________________ Additive: Product Name: _____________________________________________________________________ Product Description:_________________________________________________________________ Product Key Constituents (attach a copy of the MSDS): _____________________________________ __________________________________________________________________________________ Product Supplier/Distributor Information Company Name: ________________________________________________________ Contact Name:__________________________________________________________ Contact Phone No.: ______________________________________________________ Purpose for additive use: _____________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ Justification for Request for Variance: Note – statement must include discussion of product’s potential impact to the City’s sewer system (including potential FOG accumulation and hydrogen sulfide concentrations \[HS\]), potential impact 2 to the Orange County Sanitation District’s Wastewater Reclamation Facility, and potential impact to the waters of the State of California. __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ I request a variance for the use of the aforementioned additive and certify that all information contained in this request is true: Signature: ________________________________ Date: ________________________ Printed Name: _____________________________ Submit Variance Request to: FOG Control Program Manager, City of Santa Ana 220 South Daisy Avenue, Santa Ana, California 92702 Revision Date: April 30, 2007 APPENDIX G Grease Interceptor Installation Flow Chart City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council Change in Ownership No Remodeling orAny Kitchen Change In OperationImprovements? Tennant Yes Improvements No Is Food Being New Construction Cooked? Yes (1) High FOG Risk Equip/Practices •Broiler •Char Broiler Does FSEIs FSE Conditional No No •Char Broiler w/Grease Burner Employ High FOG RiskEML/SSOPlumb For FutureWaiver, No GCD (1) •Deep Fryer Equip/Practices? Related?Required •Griddle •Grill Yes •Kettle Yes •Rotisserie •Skillet GCD Required •Smoker •Stove •Tilt Skillet •Wok Prepare Forms IsSpace/ No EML = Enhanced Maintenance Location SlopeAvailableHGIRequired1. Standard Memo (Hot Spot) ForGGI?2.NoticeandConditionalWaiver FSE = Food Service Establishment withSignatures FOG = Fats, Oil, Grease GCD = Grease Control Device Prepare Forms GGI = Gravity Grease Interceptor (large, outdoor) Yes HGI = Hydro-mechanical Grease Interceptor GGI Required1. Standard Memo (small, indoor) 2. Notice and Regular Permit LFP = Limited Food Preparation with Signatures GCD Requirements Review Guidelines 03/24/2015 APPENDIX H FOG PROGRAM MEMORANDUM EXAMPLE City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council GREASE INTERCEPTOR MEMORANDUM To: Date: From: Location: The above referenced food service establishment (FSE) must comply with the FOG Control Program Rules and Regulations established in Ordinance NS-2921 and as follows: A gravity grease interceptor is required at this FSE for the following reason(s): This is a new FSE, or; This is an existing FSE undergoing remodeling, or; This is an existing FSE involving a change of ownership that will result in an increase of FOG discharged to the sewer system or is likely to continue discharging a high level of FOG. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant APPENDIX I CONDITIONAL WAIVER APPROVAL City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council CITY OF SANTA ANA FOOD SERVICE ESTABLISHMENT WASTEWATER DISCHARGE NOTICE AND CONDITIONAL WAIVER FSE ID: Effective Date: FSE Owner: FSE Name: FSE Address: FSE City, State, Zip: FSE Owner/Rep Email: FSE Owner/Rep Phone: A gravity grease interceptor is NOT required at this FSE: Effective August 1, 2017, the City of Santa Ana adopted Ordinance Number NS 2921 amending Chapter 39 of the Santa Ana Municipal Code adding fats, oils and grease (FOG) control regulations applicable to Food Service Establishments (FSEs). The ordinance requires all new and remodeled FSEs to install and maintain grease interceptors. FSEs without grease interceptors and that meet certain criteria are hereby issued a conditional waiver under the terms of this Notice and Conditional Waiver. FSEs will be routinely inspected to evaluate the effectiveness of their grease control measures. Existing FSEs that discharge FOG and are out of compliance with the Ordinance provisions will be required to install grease interceptors. All FSEs must implement Kitchen Best Management Practices (BMPs) to remove FOG from the waste stream entering the sewer system. Program Rules and Regulations The City has established Rules and Regulations for the FOG Program. Refer to the City website at http://www.santa-ana.org/pwa/fog/documents/fog_rules_and_regulations.pdf or contact the FOG Control Program Manager at (714) 647-3320 for copies of the Rules and Regulations. Also refer to these sources for the Fats, Oils, and Grease Control Regulations (Section 39-5 and for copies of forms and educational material. Conditional Waiver A Conditional Waiver to the requirement to install a grease interceptor is hereby granted. This waiver may be revoked at any time upon a determination of one or more of the following: 1.Quantity of FOG discharge as measured or as indicated by the size of the FSE based on seating capacity, number of meals served, menu, water usage, amount of on-site consumption of prepared food and other conditions have changed since the granting of said waiver such that the FSE is contributing to FOG discharges. 2.Any tenant or facility modification, addition or alteration of cooking or food preparation equipment 3.Identification of the FSE as a significant contributor of FOG into the Sewer System, which is based on ewer lateral to the Sewer System. 4.Adequacy of implementation and compliance with Kitchen Best Management Practices (BMPs). 5.Change in sewer size, grade, and condition based on visual information. 6. Failure to comply with any of the specific requirements set forth below in this Conditional Waiver. 7.Any other condition deemed reasonably related to the generation of FOG discharges by the FOG Control Program Manager. Page 1 of 2 City Council40510/21/2025 Specific Conditional Waiver Requirement(s) The developer/owner shall install a Hydro-mechanical Grease Interceptor (HGI), in accordance with the UPC and with the Orange County Health Care Agency requirements. The developer/owner shall design the plumbing system to separate all kitchen drains, floor drains and fixtures from other domestic drain fixtures to facilitate the future installation of a grease interceptor. FOR HGI Installations 1. The HGI is installed pursuant to all manufacturer requirements including flow control devices and proper space for maintenance access; 2. The HGI is maintained pursuant to all manufacturers recommendations including, but not limited to: a. Under no circumstances will the settled solids and/or floating fats, oils and grease (FOG) contained in the HGI exceed 25% of the hydraulic depth of the device; b. The full contents of the unit(s) are removed prior to settled solids and/or floating FOG reaching 25% of the hydraulic depth of the device, or at maximum, on a quarterly basis (when in use) c. A log is maintained of all HGI service and maintenance activities; Notice and Conditional Waiver Amendment Notice The Developer/owner acknowledges that no tenant improvements that include change of kitchen equipment, expansion of dining area, and or change in type of operations or use, are being performed at this time. The developer/owner has been notified that any improvements, that include what is mentioned above, will result in the revocation of this waiver to install a grease interceptor. The City may amend this Notice and/or Conditional Waiver at any time. Compliance with the requirements contained in this Notice and Conditional Waiver does not relieve the FSE of its obligation to comply with the Fats, Oils, and Grease Control Regulations, any applicable pretreatment regulations, standards or requirements under local, State, and Federal laws, including any such regulations, standards, requirements or laws that may become effective during the term of this Conditional Waiver. Non-compliance with any term or condition of this Notice and Conditional Waiver constitutes a violation of the Fats, Oils and Grease Control Regulation and may result in revocation of the Conditional Waiver. Print Name (FSE Owner/Representative) Sign Name (FSE Owner/Representative) Date BY signing, FSE owner agrees to all terms and conditions of this Notice and Conditional Waiver. _____________________________ Nabil Saba, P.E. Water Resources Manager Page 2 of 2 City Council40610/21/2025 APPENDIX J PLUMBING SEGREGATION EXAMPLE City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council 2/!!!Uif!sfe!mjof!jt!hsfbtf!xbtuf!boe! dpowfzt!bmm!gjyuvsft!gspn!uif!dppljoh! boe!ejti!xbtijoh!bsfb/! /! 3/!!Uif!cmvf!mjof!jt!tbojubsz!xbtuf!boe! nvtu!cf!tfqbsbufe!gspn!uif!hsfbtf! joufsdfqups!boe!dpoofdufe!epxotusfbn/! /! 4/!!Jg!ju!jt!npsf!dpowfojfou-!opo.hsfbtf! cfbsjoh!esbjot!nbz!cf!dpoofdufe!up!uif! hsfbtf!xbtuf!mjof!xjui!uif!fydfqujpo! pg!uif!ejtixbtifs!boe!cbuisppnt/ APPENDIX K GREASE INTERCEPTOR STANDARD PLAN City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council Gravity Grease Interceptor Installation Specifications LƓƭƷğƌƌğƷźƚƓ wĻƨǒźƩĻƒĻƓƷƭʹ New construction Remodel/change in operation Under-slab plumbing Causing or contributing to an accelerated line maintenance location Interceptors are not intended for the introduction of domestic sewage Sample Box Required Manhole lid access over each baffle tube required Interceptor located in an area subject to traffic must be HS-20 traffic rated Alternative materials considered (e.g., HDPE or fiberglass) Interceptor must have IAPMO approval Use of cast iron pipe for grease interceptor applications is prohibited Installed on exterior of building o Avoid drive-thru lanes o Accessible for inspection and maintenance o Minimum 2% gravity flow ağźƓƷĻƓğƓĭĻ wĻƨǒźƩĻƒĻƓƷƭʹ At a frequency to meet the 25% Rule Quarterly pump-out (more frequently/less frequently when appropriate) Full pump-out of 100% of the contents required Additives that supplement pumping requirements are prohibited wĻƨǒźƩĻķ CźǣƷǒƩĻ /ƚƓƓĻĭƷźƚƓƭʹ CźǣƷǒƩĻ ǤƦźĭğƌ \[ƚĭğƷźƚƓ ǤƦźĭğƌ 5C tƚƷĻƓƷźğƌ ŅƚƩ tƩĻƷƩĻğƷƒĻƓƷ ƦĻƩ /t/ ChD /ƚƓƓĻĭƷźƚƓ 3-Compartment Sink Dish Wash Area 3-6 High Required Pre-rinse Sink Dish Wash Area 2-4 High Required Floor Sinks/Floor Dish Wash Area 2-4 Moderate Required Drains/trench drains Trench Drain Cooking Area (Kettles) 2-4 High Required Floor Sinks Cooking Area (Woks) 2-3 High Required Mop Sink Anywhere 3-6 Moderate Required Commercial Dishwasher Dish Wash Area 3-6 Moderate or Low Not Recommended Prep-Sinks Food Prep/Cooking 2-4 Moderate or Low Optional Area Floor Sinks/Floor Drains Food Prep/Cooking 2-3 Moderate or low Optional Area Hand Sinks Anywhere 2-3 Low Not necessary Drains for Ice Machines Anywhere 1-2 Low Not necessary Toilets and Hand Sinks Restrooms N/A N/A Never ! 5C ƭ ΛağǣΜ DDL ƚƌǒƒĻ ΛDğƌƌƚƓƭΜ 8 500 21 750 35 1,000 90 1,250 172 1,500 216 2,000 307 2,500 342 3,000 428 4,000 APPENDIX L NEW FSE FOG PROGRAM REQUIREMENTS REVIEW PROCESS City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council Process Flow –FOG Program Review FSE Plan Complete GI Memo FSEComplete COO Construction Submittal Business License Plan RevisionsBegin Operations ProposedApplicationProcess Application Customer/Developer FOG Plan Corrections No FOG Program Inspection FOG Yes Prepare GI Memo Program FOG Approval? Review Process Water Resource Div. No ZoningCOO Prepare Yes Building Plan Building BuildingCOO Final ReviewApplication Final COO Review Permiting InspectionInspection Inspection? ProcessProcess ProcessProcessProcessProcess Agency Building Planning & BL Application Process Office Business Tax HCA Plan Review Process Agency OC Health Care APPENDIX M FOG PROGRAM APPLICATION FORM City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council CITY OF SANTA ANA PUBLIC WORKS AGENCY THEFOLLOWINGINFORMATION TO BE PROVIDEDBY APPLICANTS: 1.S(FSE)NAME: 2.ADDRESS ,UNIT #, AND ZIP CODE: 3.THE OWNER/ APPLICANT/ REPRESENTATIVENAME: 4.THE OWNER/ APPLICANT/ REPRESENTATIVE PHONE NUMBER: -85) Santa Ana, California 92703 714-647-3320 www.santa-ana.org CITY OF SANTA ANA PUBLIC WORKS AGENCY 5.PLEASE CHECKWHICH OF ONE THE FOLLOWING STATEMENTS APPLY: THIS IS A NEW FSE. THIS IS AN EXISTING FSE GOING THROUGH CHANGE OF OWNNERSHIP. THIS IS AN EXISTING FSE GOING THROUGH REMODELING. THIS IS AN EXISTING FSE GOING THROUGH CHANGE OF USE. THIS IS AN OUT OF SERVICE FSE,GOING TO BE REUSED. : 6.CHECKTHE FOOD SERVICE ESTABLISHMENT TYPE THAT BEST REPRESENTS YOUR FACILITY? American-BurgerIce Cream BagelIndian BakeryItalian BarbecueJapanese/Sushi Cafeteria/BuffetKorean ChickenMeat/Carniceria ChineseMexican Coffee ShopPizza CookieSeafood Deli/SandwichSteakhouse DoughnutVegetarian FrenchVietnamese GreekOther________ -85) Santa Ana, California 92703 City Council416 714-647-3320 www.santa-ana.org APPENDIX N PUMPING FREQUENCY VARIANCE REQUEST FORM City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council GREASE INTERCEPTOR PUMPING-INTERVAL-REQUIREMENT INCREASE REQUEST FORM CITY OF SANTA ANA Fats, Oils, and Grease (FOG) Control Program City of Santa AnaÔs (City) Fats, Oils, and Grease (FOG) Control Regulations, (Article III, Chapter 39, Section 39-56.8 of the CityÔs Municipal Code) Ï states that grease interceptors shall be maintained in efficient operating condition by periodic removal of the full content of the interceptor. Food Service Establishments (FSEs) shall fully pump out and clean grease interceptors within a pumping interval such that the combined FOG and solids accumulation does not exceed 25% of the design hydraulic depth of the grease interceptor. This is to ensure that the minimum hydraulic retention time and required available volume is maintained to effectively intercept and retain FOG. All FSEs with a grease interceptor shall fully pump out contents of the grease interceptor at a minimum quarterly pumping interval (at least once every 3 months) unless the interval is increased based on procedures described below. The pumping interval may be adjusted when sufficient data has been obtained to establish an acceptable interval that will ensure compliance with the 25% rule. Based on the actual generation of FOG from an FSE the pumping interval may be increased; however, the maximum pumping interval shall be no greater than 6 months. An FSE may submit this request form to the FOG Control Program Manager requesting a change in the pumping interval of its grease interceptor. ANY REQUEST WILL BE DENIED IF THE FSE IS FOUND TO BE, OR HAS BEEN, IN VIOLATION OF ANY FOG PROGRAM REQUIREMENTS WITHIN THE 12 MONTH PERIOD PRIOR TO THE DATE OF THE REQUEST. The FSE has the burden of responsibility to demonstrate that the requested change in its pumping interval reflects actual operation conditions based on the typical FOG accumulation over time without exceeding the 25% rule, and that it is in full compliance with Santa Ana Municipal Code, Section 39-56.8 and the FOG Control Program. Upon determination by the FOG Control Program Manager that the requested increase is justified, the FSE shall be notified in writing of the revised pumping interval. Procedures for variance request: 1.FSE shall fill out and return this form. 2.A review of the FSEs program compliance history will be conducted. a.If the FSE is found to be, or has been, in violation of any FOG program requirements within the 12 month period prior to the date of the request, the request will be denied. 3.Once contacted by a City Inspector, the FSE shall coordinate an inspection schedule with the City Inspector. a.Inspection schedule may include a monthly, exhaustive inspection of the grease interceptor for a 3 to 6 month period. 4.As required by Article III, Chapter 39, Section 39-56 of the CityÔs Municipal Code, the FSE shall maintain all records and receipts of service regarding the grease interceptor. NOTE: Once an FSE is granted an increase of its grease interceptorÔs pumping interval, if at any time the FSE is found to be in violation of any FOG program requirements, the pumping interval shall revert to its prior length of time. Food Service Establishment Requesting Variance: Permit No:_______________ Rev No: ________ Business License No:____________________ Facility Name:_________________________________________________________________________ Facility Address: _______________________________________________________________________ Owner Name:___________________________ Authorized Agents Name:_________________________ Contact Phone Number:_____________________ Current pumping interval:_______________________ Justification for Request of pumping interval requirement increase: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ I request an increase in my grease interceptorÔs pumping interval requirement and certify that all information contained in this request is true: Signature: _____________________________________________ Date: __________________________ Printed Name: _____________________________ Submit Request to: FOG Control Program Manager, City of Santa Ana 220 South Daisy Avenue, Santa Ana, California 92702 Revision Date: February 22, 2007 APPENDIX O WASTE HAULING DOCUMENTATION REQUIREMENTS City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council WASTE HAULER RECEIPT DOCUMENTATION REQUIREMENTS The minimum information requirements to be documented on the hauler’s receipt are: Name of hauling company Name and signature of operator performing the pumpout Documentation of full pumpout with volume of water and FOG removed (e.g., 1500 gallons) Documentation of the level of floating FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment) Documentation if repairs to the grease interceptor are required Identification of the facility where the hauler is planning to dispose of the waste APPENDIX P CERTIFIED GREASE WASTE HAULING COMPANIES City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council Grease Service Companies LƓƷĻƩĭĻƦƷƚƩΉƩğƦwĻĭǤĭƌğĬƌĻ Service Providers tǒƒƦźƓŭͪDƩĻğƭĻtźĭƉ Ʀ No A-1 Septic Pumping(714) 779-07755452 S. Mountain ViewYorba Linda, CA —Ļƭ Yes (909) 383-8341—Ļƭ Co-West Commodities2586 Shenandoah WaySan Bernardino, CA th 913 E. 4Street, Santa ANo CSC Construction Services(714) 210-3609Santa Ana, CA —Ļƭ 5ğƩƌźƓŭLƓƷĻƩƓğƷźƚƓğƌLƓĭ(323) 583-6311 2626 E 25th StLos Angeles, CAyesyes Yes —Ļƭ Darling International Inc.(714) 556-78672624 S. Hickory DriveSanta Ana, CA Yes Eco Fry Solutions bƚ (714) 547-25081415 E. McFadden #HSanta Ana, CA Yes Grease Company (Baker Commodities Inc.)(323) 268-28014020 Bandini BoulevardLos Angeles, CA —Ļƭ Yes Harbor Bio(714) 204-539312851 Nelson St., Garden Grove, CA —Ļƭ No —Ļƭ Inland Pumping Co.(951) 734-8816 341 N. GrantCorona, CA J N Grease Svc(951) 343-1221 6227 Rutland AveRiverside, CAYesYes No Jimini Systems, Inc.(949) 770-765411161 Jeffery Rd., IrvineIrvine, CA —Ļƭ Yes LSW Enterprises(714) 240-11411215 N. GroveAnaheim, CA bƚ Yes —Ļƭ Major Cleanup Inc(800) 669-27831963 Mt. VernonPomona, CA No MC Nottingham Company, Inc.(714) 953-67002926 W. First StreetSanta Ana, CA —Ļƭ Yes Orange County Pumping(714) 505-9662630 S. HathawaySanta Ana, CA —Ļƭ No —Ļƭ Orange County Vacuum Lift(714) 744-8912442 S. Montgomery WayOrange, CA No (661) 296-2394—Ļƭ Shoemaker’s Enviro-Tech14111 Soledad Canyon RSanta Clarita, CA Yes Southern California Biofuel(888) 888-4121 1006 E. South St., Anaheim, CA —Ļƭ Southwest Processors Inc(323) 269-9876 4120 Bandini BlvdLos Angeles, CAYesYes Yes Tony’s Waste Cooking Oil Recycling bƚ (714) 401-687013331 Montagne DriveSanta Ana, CA Triple A Pumping Svc(949) 855-7836 P.O. Box 3655Mission Viejo, CAYesYes This listing is for information only, and does not constitute endorsement of service provider. APPENDIX Q FSE RECORD KEEPING LOGS AND EDUCATIONAL MATERIAL City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council B up!rvftujpot!bcpvu/// Gbut-!Pjmt!boe!Hsfbtf!)GPH* Qvcmjd!Fevdbujpo!Pvusfbdi!Qsphsbn Cbdlhspvoe Uif!Psbohf!Dpvouz!Tbojubujpo!Ejtusjdu!)PDTE*!jt!uif!uijse!mbshftu! qvcmjdmz!pxofe!xbtufxbufs!usfbunfou!bhfodz!xftu!pg!uif!Njttjttjqqj!Sjwfs/!PDTE!usfbut! bo!bwfsbhf!pg!354!njmmjpo!hbmmpot!pg!tfxbhf!qfs!ebz!gspn!3/6!njmmjpo!qfpqmf!boe! bqqspyjnbufmz!2-111!cvtjofttft!boe!joevtusjft!jo!dfousbm-!opsui!boe!xftu!Psbohf!Dpvouz/! PDTE!pqfsbuft!uxp!usfbunfou!qmbout-!pof!jo!Gpvoubjo!Wbmmfz!boe!pof!jo!Ivoujohupo! 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Box 1988 Santa Ana, California 92702 Kitchen Best Management Practices (BMP’s) Sinks and Drains Drain Screens Be installed on all drains Have openings between 1/8” and 3/16” Be removable for ease of cleaning Be frequently cleaned (dispose of the screened solids to the trash) Grease Container Usage Pour all liquid oil and grease from pots, pans, and fryers into a waste grease container Prior to washing, scrape solidified fats and grease from pots, pans, fryers, utensils, screens, and mats into a container Use recycling barrels or bins with covers for onsite collection of grease and oil Empty grill top scrap baskets or boxes into a container Dishwashing Use rubber scrapers, squeegees, or towels to remove food and all visible fats, oils and grease from cook and serving ware prior to dishwashing Dry wipe remaining food and fats, oils and grease into trash can prior to dishwashing Spill Prevention and Clean-up Proactive Spill Prevention and Clean-Up Procedure BMPs Develop and post spill procedures Develop schedule for training employees about procedures Designate a key employee who monitors clean-up Spill Prevention BMPs Empty containers before they are full to avoid accidental spills Provide proper portable container to transport materials without spilling Use a cover to transport grease materials to a recycling barrel Spill Clean-up BMPs Block off sink and floor drains near the spill Clean spills with towels and absorbent material Use wet cleanup methods only to remove trace residues Absorbent Materials and Towel Usage Use disposable absorbent materials to clean areas where grease may be spilled or dripped When using paper towels, use food grade paper to soak up oil and grease under fryer baskets Use towels to wipe down work areas Use absorbent materials under colanders in sinks when draining excess meat fat Food Waste Disposal/Recycling Used or spent oil and grease generated from fryers and other cooking equipment can be recycled through a rendering or recycling company. Food Grinders Food grinders should not be used in FSEs because the resulting large volume of food solids may clog drain pipes and/or fill grease traps and interceptors. Employee Education An Education Program on the BMPs should be implemented consisting of: New employee training program Frequent refresher training program Kitchen BMP signage CITY OF SANTA ANA PUBLIC WORKS AGENCY M-85 P.O. Box 1988 Santa Ana, California 92702 Practicas Mejores en el Manejo de la Cocina Fregaderos y Desague Coladeras del Desague Deben ser instaladas en todos los desagues. Deben tener aberturas dentro de 1/8” and 3/16” Deben ser removidas para facilitar limpieza. Deben ser limpiadas frecuentemente (deseche los residuos de comida visibles en el bote de basura.) Uso del Contenido de Grasa Heche todo aceite liquido y grasa de las ollas, cazuelas, y freidoras en un recipiente de grasa . Antes de lavar, raspe la manteca y grasas de las ollas, cazuelas, utensilios, coladeras, y tapetes en un recipiente. Use barriles de reciclar con tapas cuando colecta para colectar grasas y aceites. Vacie los restos de las canastas o cajas de las parrillas en un recipiente. Lavando los Trastes Use raspadores de jebe, enjugadores, o toallas para quitar la comida y toda la grasa, aceite y manteca que es visible en los trastes y de servir antes de lavarlos. Usando una toalla seca, limpie los residuos de comida y de grasas, aceites, y manteca en un bote de basura antes de lavarlos. Prevención de Derrames y Limpieza Prevención Proactiva de Derrames y Procedimiento de Limpieza Desarrolle un procedimiento de limpieza de derrames y pongalo en un lugar visible. Desarolle un programa de entrenamiento para los empleados acerca de los procedimientos. Designe un empleado quien supervise la limpieza. Prevención de Derrames Vacíe los recipientes antes que se llenen para evitar derrames accidentales. Proveer recipientes adecuados y portables para transportar materiales sin derramar. Use una tapa para transportar materiales de grasa al barril de reciclo. Limpieza de Derrames (BMP’s) Tape el fregadero y los desagues del piso cerca del derrame. Limpie los derrrames con toallas y materiales absorbentes. Use métodos de limpieza con agua solo para quitar los residuos. Uso de Materiales Absorbentes y Toallas Use materiales absorbentes y desechables para limpiar areas donde la grasa puede ser derramada o puede gotear. Cuando use toallas de papel, use papel de grado para comidas para absorber la grasa debajo de las canastas de freir. Use toallas para limpiar areas de trabajo. Use materiales absorbentes debajo de colanderas en fregaderos cuando exprima el exceso de grasa de las carnes. Deshaciendose de los Residuos de Comida/Reciclar Aceites usados y grasa generada de los aparatos de freir y otros aparatos de cocina pueden ser reciclados a traves de una compañia recicladora. Moledores de Comidas Moledores de comidas no deben ser usados en los establecimientos de servicios de comida ya que el gran volumen de comidas solidas pueden obstruir las cañerias del desague o llenar los interceptores y bloqueadores de grasa. Educación de los Empleados Un Programa de Educación en las Mejores Practicas en la Cocina debe ser implementado. Programa para entrenar a nuevos empleados. Programa frecuente de repaso, de entrenamiento. El cartel indicando las reglas de las Mejores Practicas en la Cocina. EMPLOYEE BMP TRAINING LOG FACILITY NAME:LOCATION: REFRESHER TRAINING EMPLOYEE NAMEINITIAL TRAINING DATE RECYCLABLE GREASE (YELLOW GREASE) PICKUP / DISPOSAL LOG FACILITY NAME: DATEPICKED UP BY WHOMSERVICE COMMENTS (volume collected, etc.) GREASE TRAP / INTERCEPTOR MAINTENANCE LOG FACILITY NAME:LOCATION: Disposal TYPE OF SERVICE SERVICE COMMENTS Volume DATESERVICED BY WHOM(pumping/hauling, (volume pumped, problems, Site Pumped repair, etc.) (if known)etc.) LATERAL SEWER LINE MAINTENANCE LOG FACILITY NAME:LOCATION: TYPE OF SERVICESERVICE COMMENTS DATESERVICED BY WHOM (rodding, jetting, repair, etc.)(problems, observations, etc.) WASTE HAULER RECEIPT DOCUM ENTATION REQUIREMENTS The minimum information requirements to be documented on the hauler’s receipt are: Name of hauling company Name and signature of operator performing the pumpout Documentation of full pumpout with volume of water and FOG removed (e.g., 1500 gallons) Documentation of the level of floating FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment) Documentation if repairs to the grease interceptor are required Identification of the facility where the hauler is planning to dispose of the waste APPENDIX R INSPECTION FORMS City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council Food Service Establishment Survey Inspection Form Inspector Name _____________________________ Date ___________________________ Inspector Signature _______________________________ Interviewee Name _________________________ Interviewee Title ____________________ Comments/Notes/Potential Concerns: _____________________________________________________________________________ _____________________________________________________________________________ I. Establishment Information Facility Name ___________________________________ Street Address _______________________________________________________________ City ______________________________________________ Zip Code__________________ Doing Business As (DBA) _______________________________ Facility Phone Number ___________________ Facility Fax Number _____________________ Email_________________________________ Facility Owner Owner Name _________________________ Owner Phone Number _____________________ Owner Address _______________________________________________________________ City ______________________________________________ Zip Code __________________ Email_________________________________ Property Owner Owner Name _________________________ Owner Phone Number _____________________ Owner Address _______________________________________________________________ City ______________________________________________ Zip Code __________________ Email_________________________________ Operation Time Open Mon Wed Fri Sun 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 :30 Tue Thurs Sat Time Close 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 :30 24 hours/day III. Photos Front of Facility Image #___________ Greatest Grease Producing Kitchen Equipment Image #___________ Grease Trap Image #___________ Grease Interceptor or Suitable Location Image #___________ Other Image #___________ Page 1 of 4 City Council43610/21/2025 IV. Location Information Location Information Specialty Type Seating (Check One) (Check One) (Check One) Catering American-Burger Ice Cream Sit-down Hospital Bagel Indian Take-out Hotel Bakery Italian Combo Mall/Food Court Barbecue Japanese/Sushi Nightclub/Bar Cafeteria/Buffet Korean Prison Chicken Meat/Carniceria Chain Status(Check School Chinese Mexican One) Stadium/Amusement Park Coffee Shop Pizza Chain Stand-alone Restaurant Cookie Seafood Strip-Mall/Attached Deli/Sandwich Steakhouse Independent Supermarket Doughnut Vegetarian Other_________________ French Vietnamese Greek Other________ V. FOG Sources VI. UPC Oils Meats Inside Seating Capacity ______________ (One or More) (One or More) Outside Seating Capacity_______________________ Butter Beef During Peak Hours: # of Meals Served per Hour ______ Lard Chicken # of Employees working _______ Margarine Pork Non-Disposable Dish Usage Yes No Peanut Oil Seafood Significant Use of Pots and Pans Yes No Shortening Vegetable Oil VII. Lateral Line Clean Out Lateral Cleanout Location _____________________________________________ Additives Used Is an additive being used? Yes No Type: Biological Chemical Unknown If Yes, List product name ______________________________________MSDS Yes No Purpose (One or More): Odor Control Line Cleaning Grease Interceptor Other____________ Laterals Lateral Cleaning Frequency Twice a month Monthly Quarterly Semi-Annually Annually Other________________ Contractor Name ____________________________________________________ VIII. Yellow Grease Disposal (Waste Hauling) Recycler Name _____________________________________________ Drum Bin 5 Gallon Container Other________________________________ Approximate Gallons <55 56-150 >150 Pick-up Frequency Twice a month Monthly Quarterly Semi-Annually Yellow Grease Disposal Documentation Date of Last Pick-up __________________________________________ Page 2 of 4 City Council43710/21/2025 IX. Kitchen Equipment Type Quantity Catch Pan for Grease Deep Fryers 1234____ Yes No N/A Char Broiler 1234____ Yes No N/A Char Broiler w/Grease Burner 1234____ Yes No N/A Griddles 1234____ Yes No N/A Grills 1234____ Yes No N/A Kettles 1234____ Yes No N/A Oven 1234____ Yes No N/A Rotisserie 1234____ Yes No N/A Stoves 1234____ Yes No N/A Woks 1234____ Yes No N/A Other ___________________ 1234____ Yes No N/A X. Fixtures Direct Plumbing/ Connected Compartm Type Screen Pipe Diameter Floor Sink/Shared To Grease ents Floor Sink Trap Hand Sink ____ Yes No 123 DP FS SFS Yes No Hand Sink ____ Yes No 123 DP FS SFS Yes No Mop Sink ____ Yes No 123 DP FS SFS Yes No Floor Mounted Yes No Mop Sink ____ Yes No 123 DP FS SFS Yes No Floor Mounted Yes No Pot Sink ____ Yes No 123 DP FS SFS Yes No Grinder Yes No Pot Sink ____ Yes No 123 DP FS SFS Yes No Grinder Yes No Prep-Sink ____ Yes No 123 DP FS SFS Yes No Prep-Sink ____ Yes No 123 DP FS SFS Yes No Pre-Rinse ____ Yes No 123 DP FS SFS Yes No Sink Grinder Yes No Other Yes No 123 DP FS SFS Yes No ___________ Commercial ___ Yes No DP FS SFS Yes No Dishwasher Hoods Qty. ___ Cleaned By Cleaning Method Clean Freq Water Disposal Maint Documented? FSE Wash Monthly Mop Sink Yes No Contractor Solvent Quarterly General Drain Date of Last Cleaning Other_______ Annually Off Site Disposal Contractor Name: __________________ Other________ Other* _________________ Page 3 of 4 City Council43810/21/2025 Floor Sinks With Cooking Equipment Type Location Qty / Qty Missing Screens Floor Sinks With Wok(s) Cooking Area ______/_____ Floor Sinks With Kettle(s) Cooking Area ______/_____ Floor Sinks With Other Cooking Area ______/_____ Cooking Equipment Floor Drains and Other Floor Sinks Type Location Qty / Qty Missing Screens Common Drains Food Prep/Rinse/Dish-wash Area ______/_____ Common Drains Cooking Area ______/_____ Floor Sinks without Equip Food Prep/Rinse/Dish-wash Area ______/_____ Floor Sinks without Equip Cooking Area ______/_____ Floor Sinks without Equip Other Areas ______/_____ X. Grease Removal Devices Grease Interceptor Yes No If not, is there space available? Yes No Interceptor Shared with (FSEs):__________________________________________________ Distance from kitchen area _______________________________________________ Location______________________________________________________________ Manufacturer __________________________________________________________ Model ________________________________________________________________ Size (Gallons) _________________________________ Estimated Documented Dimensions (Inches): Length _____ Width _____ Fluid Depth _____ Access Depth (grade to interceptor base) _____ Date Installed __________Number of Lids (Excluding Sample Box Lid) 1 2 3 4 Sample Box Yes No Baffle Tees Checked Yes No Pumper Name _____________________________________________ Pumping Frequency Monthly Quarterly Semi-Annually Annually Other_______ Grease Trap Yes No If not, is there space available? Yes No Passive Automatic Fixtures Connected _________________________________________ Location_______________________________________________________________ Manufacturer _____________________Model ________________________________________ Size (Gallons) ________________________________________________________ Dimensions (Inches): Length___________ Width ____________ Fluid Depth___________ Date Installed __________________________________________________________ Baffle Tees Checked Yes No Baffle Tees Screened Yes No Pumping Frequency Weekly Semi- month Monthly Quarterly Semi-Annually Other___________ Serviced by Employee Yes No If Yes, how is grease disposed? Brown Grease Barrel Yellow Grease Barrel Trash Other___________________ XII. Closing Requests Request a copy of the facility menu, inspection logs, training logs, and manifests. Request a copy of the water bill if available, ideally from the months of January or February, to determine water usage. Interviewee Information Primary Language English Spanish Chinese Japanese Vietnamese Other ______ Perceived Language Comprehension Fluent Partial Unsure How successful was the communication with the Interviewee? (1-10) ____________________ Page 4 of 4 City Council43910/21/2025 City Of Santa Ana FSE Best Management Practices (BMP) Inspection Report Permit No: ____________ Inspection Date: __________ Name of Facility: ________________________________ Inspection Type: __________ Address: ______________________________________ Inspector: _______________ ______________________________________________ Citation Type: ____________ Name and Title of Facility Contact: ____________________________________________________________ FACILITY INSPECTION 1. Removal of food grinder Installation/usage prohibited per ordinance 2. Drain Screens Installed/Maintained Must be present and in working condition 3. Kitchen Signage (BMP Poster) posted BMP Poster visible in food prep/dishwashing areas 4. Scraping practices Pots, pans, and plates to be scraped of food debris prior to washing 5. Food Waste Practices Food waste to be placed in plastic bags for trash, not in sink(s) 6. Emergency Spill Response Materials Grease absorbent materials present and accessible in event of a spill 7. Utilization of Additives Additives for emulsifying or biological/chemically treating Fats, Oils, and Grease (FOG) prohibited unless approval by FOG Control Program Manager 8. Waste cooking oil and properly stored Waste cooking oil not disposed of in drains; and waste grease container present, not leaking, and properly labeled 9. Grease Collection Log Maintained Must be kept current and accessible at all times 10. Employee Training Log Maintained Must be kept current and accessible at all times 11. Lateral Cleaning and Spill Log Maintained Must be kept current and accessible at all times Comments: __________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ INSPECTION RESULTS Facility is in COMPLIANCE. No corrective action is required at this time. NOTICE OF NONCOMPLIANCE Facility is in noncompliance Required corrective action includes Y N of the items checked below: any or all of the following: Food grinder (garbage disposal) installedRemove food grinder (garbage disposal) Drain screens missing/damaged/cloggedInstall/repair/clean drain screen(s) BMP poster missing/obscured/damaged, etc.Post/repair/replace BMP poster Employees observed not following scraping practicesTrain employees on scraping practices Food waste in sink(s) and not inTrain employees on proper disposal of food waste enclosed plastic bag or garbage Missing/inadequate or inaccessibleMake available/accessible grease absorbent grease absorbing materials material for spills Additives utilized without approval of FOG Program ManagerDiscontinue Additive use or obtain approval Greasecontainer leaking, notProvide, properlylabel, & maintain waste grease present, or improperly labeled container Evidence of waste cooking oilsin drainsTrain employees on proper disposal of FOG Grease Collection Log missing or not currentMake available/accessible and update Grease Collection Log Employee Training Log missing or not currentTrain employees on all BMPs & update Training Log Lateral Cleaning and Spill Log missing or not currentMake available/accessible and Lateral Cleaning and Spill Log Other:____________________________________________Other:____________________________________ The above checked item(s) must be corrected within _____________ days of receipt of this Notice of Noncompliance. AKNOWLEDGEMENT OF RECIEPT OF BMP INSPECTION REPORT ______________________________________ ________________ Signature of Facility Contact Date ______________________________________ ________________ Signature of Inspector Date ____________________________________________________________________________________________________ FOR OFFICE USE ONLY Revised 28/12/2006 City of Santa Ana FSE Interceptor/Trap Inspection Report Permit No: ____________ Inspection Date: __________ Name of Facility: ________________________________ Inspection Type:__________ Address: ______________________________________ Inspector: _______________ ______________________________________________ Photo #: ________________ Required Pumping Frequency: Citation Type: ____________ Name and Title of Facility Contact: _________________________________________________ Interceptor/Trap Location: ________________________________________________________ Interceptor Liquid Depth: ______inches FACILITY INSPECTION: Grease Removal Equipment (GRE) 1. Floating Fats, Oils, and Grease (FOG) Layer -(FF) Thickness: _____inches 2. Settable Solids (SS) Thickness: ______inches 3. Total FF and SS Thickness: ______inches % Accumulated FOG and SS: _____% 4. Last cleaning/pump-out date: __________ 5. Mechanical Condition: See Results for Deficiencies 6. GRE Pumping Record Keeping: See Results for Deficiencies Comments: ________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ INSPECTION RESULTS Facility is in COMPLIANCE. No corrective action is required at this time NOTICE OF NONCOMPLIANCE Y NFacility is in noncompliance Required corrective action includes of the items checked below: any or all of the following: Interceptor/Trap is inaccessible for inspectionPromptly remove obstructions that do not allow access to interceptor/trap Interceptor/Trap FOG and settable solids Pump out Interceptor/Trap completely capacity exceeded Excessive FOG in the sample boxPump out sample boxcompletely when GRE is serviced Discharge (Effluent Line) restrictedCleaneffluent line(Hydro-jet) Baffle tubes plugged, submerged,Repair or replace baffletubes damaged or missing Insufficient GRE record keepingMaintain GRE records(log and/or hauling/pumping records) Pumping Frequency not within required intervalPump interceptor/trap within required frequency interval Other ______________________________________Other __________________________________________ ______________________________________ __________________________________________ The above checked item(s) must be corrected within _____________ days of receipt of this Notice of Noncompliance. AKNOWLEDGEMENT OF RECIEPT OF INTERCEPTOR INSPECTION REPORT ______________________________________ ________________ Signature of Facility Contact Date ______________________________________________________ Signature of Inspector Date ____________________________________________________________________________________________________ FOR OFFICE USE ONLY City Council441 Revised 12/28/2006 APPENDIX S SANTA ANA ENFORCEMENT / LATERAL EVALUATION PROCESS FLOW City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council LD Residential or Non-FSE Commercial Process Flow Perform Lateral Repair/Replace Yes HD Residential Repair/Replace Required? Process Flow Customer Request No Yes Mainline CCTV No No Findings Issue CW No LD Res orPreliminaryLateralRevocation Warning No Further Lateral YesNo Yes Yes Follow-upImpacted FSE?Action Non-FSEAssessmentImpactedRepair/ReplaceLetter/Schedule CCTVBy FOG? Comm?Complete?By FOG?Required?Follow-upRequired No CCTV (2-3 mos) No No Yes Yes Yes Continue to Monitor? Request Clean/CCTV Issue Letter Requiring from Customer (Verbal) Routine Lateral Perform Lateral Maintenance (3-6mos) Repair/Replace Provide education (flyer) Continue to Monitor No Process Flow to Customer Impacted Repeat CCTV By FOG? Yes Issue Corrective No SSO ResponseActions Letter to Issue CW Public SSO? SSO Event Process FlowPrivate Property Revocation Letter Yes Yes FOG ComplianceNon-ComplianceWarnings/NOVs/Repeated Owner(s) Requiring Grease InspectionIdentified?CitationsNOVs Interceptor Yes Installation No No Follow-up/ Characterization Process Flow Continue Routine FOG Inspections Santa Ana Enforcement/Lateral Evaluation Process Flow –Draft 7/15/2009 APPENDIX T MULTI-FAMILY HOMES AND SINGLE FAMILY HOME EDUCATIONAL MATERIAL City of Santa Ana FOG Control Program Manual Revised February 1, 2019 City Council444 WhatNOTtoFlush! WhatHappensWithout ToiletisNOTaTrashCan!! YourHelp Flushablewipesarenotdispersibleproducts ͻ5źƭƦĻƩƭźĬƌĻͼƒĻğƓƭproducts dissolveinthewaterandbecome partofwaterflow.Toiletpaperis dispersible. PersonalCleansingproducts,suchas flushablewipesarenotͻŅƌǒƭŷğĬƌĻͼ orͻķźƭƦĻƩƭźĬƌĻ͵ͼ Instead,theywillclogyourtoilets. Ifyouflushnondispersible itemsdownthetoilet,youmay unintentionallycauseamessy seweroverflowinyourhouse, NeverFLUSHtheflushablewipes.Place yourneighborhood,or theminatrashcan. someoneĻƌƭĻ͸ƭneighborhood. Followingitemsbelonginthetrashcan: Duringstormyweather,the CleaningwipesΛͻķźƭƦƚƭğĬƌĻͼǞźƦĻƭ ATTENTION!!! wipescanclogthesewer orflushablewipes,facialwipes,baby pumpsandaseweroverflow wipes,moisttowelettes,disinfecting ToiletPapersdonot clogthe couldresult. wipes),etc. sewer systembut FlushableWipes Yourhealth..aƚƓĻǤͶͪͪ Condoms,Cottonballs,Swabsand DO!!! pads,DentalFloss,Tamponsand Formoreinformation,pleasevisit Applicators,Maxipads,Paper thewebsite: Towels,etc. Toavoidseweroverflowsdueto www.ci.santaana.ca.us Flammableorexplosivesubstances cloggingofsewerpipes,donot (or) suchaspaints,turpentine,nailpolish flushtheflushablewipesintothe Call:1xxxxxxxxxx andpolishremover,motoroil, toilet;instead,placethemina transmissionfluids,etc. trashcan. The Drain Is Not A Dump ATTENTION: Your Neighborhood has been identified as requiring additional sewer maintenance due to blockages. Please read the information below for ways that you can help prevent future sewer blockages in your neighborhood. Cut Out the dumping of Fats, Oils and Grease (FOG) into the sinks and drains in your home. Pouring cooking oil and grease into kitchen sinks, floor drains or toilets can be costly to homeowners, City of Santa Ana, and the environment. Oil and grease is generated by the preparing and cooking of food. When it is rinsed down plumbing systems it can build up and eventually block the entire pipe causing a sewer back-up or overflow. What You Can Do: Never pour fats, oils and grease (FOG) down the drain or garbage disposal. Use paper towels or a rubber scraper to remove FOG from pots, pans, and dishware before washing. Dispose of food waste directly into the trash Take your accumulated FOG to Orange Coast College at 2701 Fairview Road for recycling. If you can’t recycle your FOG waste, mix FOG with absorbent material like shredded newspaper or cat litter and place in trash. What Can Happen If You Don’t: Raw sewage overflowing into your home or neighbor’s home. Potential contact with disease causing organisms. Raw sewage flowing into parks, yards and beaches. Increased sanitation fees to you as a result of higher sewer maintenance costs. For more information please call (714) 647-3317. The Drain Is Not A Dump Scrape Fats Oils and Grease Into the Trash Kitchen Best Management Practices (BMP’s) Sinks and Drains Drain Screens Be installed on all drains Have openings between 1/8” and 3/16” Be removable for ease of cleaning Be frequently cleaned (dispose of the screened solids to the trash) Grease Container Usage Pour all liquid oil and grease from pots, pans, and fryers into a waste grease container Prior to washing, scrape solidified fats and grease from pots, pans, fryers, utensils, screens, and mats into a container Use recycling barrels or bins with covers for onsite collection of grease and oil Empty grill top scrap baskets or boxes into a container Dishwashing Use rubber scrapers, squeegees, or towels to remove food and all visible fats, oils and grease from cook and serving ware prior to dishwashing Dry wipe remaining food and fats, oils and grease into trash can prior to dishwashing Spill Prevention and Clean-up Proactive Spill Prevention and Clean-Up Procedure BMPs Develop and post spill procedures Develop schedule for training employees about procedures Designate a key employee who monitors clean-up Spill Prevention BMPs Empty containers before they are full to avoid accidental spills Provide proper portable container to transport materials without spilling Use a cover to transport grease materials to a recycling barrel Spill Clean-up BMPs Block off sink and floor drains near the spill Clean spills with towels and absorbent material Use wet cleanup methods only to remove trace residues Absorbent Materials and Towel Usage Use disposable absorbent materials to clean areas where grease may be spilled or dripped When using paper towels, use food grade paper to soak up oil and grease under fryer baskets Use towels to wipe down work areas Use absorbent materials under colanders in sinks when draining excess meat fat Food Waste Disposal/Recycling Used or spent oil and grease generated from fryers and other cooking equipment can be recycled through a rendering or recycling company. Food Grinders Food grinders should not be used in FSEs because the resulting large volume of food solids may clog drain pipes and/or fill grease traps and interceptors. Employee Education An Education Program on the BMPs should be implemented consisting of: New employee training program Frequent refresher training program Kitchen BMP signage Practicas Mejores en el Manejo de la Cocina Fregaderos y Desague Coladeras del Desague Deben ser instaladas en todos los desagues. Deben tener aberturas dentro de 1/8” and 3/16” Deben ser removidas para facilitar limpieza. Deben ser limpiadas frecuentemente (deseche los residuos de comida visibles en el bote de basura.) Uso del Contenido de Grasa Heche todo aceite liquido y grasa de las ollas, cazuelas, y freidoras en un recipiente de grasa . Antes de lavar, raspe la manteca y grasas de las ollas, cazuelas, utensilios, coladeras, y tapetes en un recipiente. Use barriles de reciclar con tapas cuando colecta para colectar grasas y aceites. Vacie los restos de las canastas o cajas de las parrillas en un recipiente. Lavando los Trastes Use raspadores de jebe, enjugadores, o toallas para quitar la comida y toda la grasa, aceite y manteca que es visible en los trastes y de servir antes de lavarlos. Usando una toalla seca, limpie los residuos de comida y de grasas, aceites, y manteca en un bote de basura antes de lavarlos. Prevención de Derrames y Limpieza Prevención Proactiva de Derrames y Procedimiento de Limpieza Desarrolle un procedimiento de limpieza de derrames y pongalo en un lugar visible. Desarolle un programa de entrenamiento para los empleados acerca de los procedimientos. Designe un empleado quien supervise la limpieza. Prevención de Derrames Vacíe los recipientes antes que se llenen para evitar derrames accidentales. Proveer recipientes adecuados y portables para transportar materiales sin derramar. Use una tapa para transportar materiales de grasa al barril de reciclo. City Council Limpieza de Derrames (BMP’s) Tape el fregadero y los desagues del piso cerca del derrame. Limpie los derrrames con toallas y materiales absorbentes. Use métodos de limpieza con agua solo para quitar los residuos. Uso de Materiales Absorbentes y Toallas Use materiales absorbentes y desechables para limpiar areas donde la grasa puede ser derramada o puede gotear. Cuando use toallas de papel, use papel de grado para comidas para absorber la grasa debajo de las canastas de freir. Use toallas para limpiar areas de trabajo. Use materiales absorbentes debajo de colanderas en fregaderos cuando exprima el exceso de grasa de las carnes. Deshaciendose de los Residuos de Comida/Reciclar Aceites usados y grasa generada de los aparatos de freir y otros aparatos de cocina pueden ser reciclados a traves de una compañia recicladora. Moledores de Comidas Moledores de comidas no deben ser usados en los establecimientos de servicios de comida ya que el gran volumen de comidas solidas pueden obstruir las cañerias del desague o llenar los interceptores y bloqueadores de grasa. Educación de los Empleados Un Programa de Educación en las Mejores Practicas en la Cocina debe ser implementado. Programa para entrenar a nuevos empleados. Programa frecuente de repaso, de entrenamiento. El cartel indicando las reglas de las Mejores Practicas en la Cocina. City Council MMaannaaggiinngg! FATS, OIL aanndd GREASE ““IItt’’ss EEaassiieerr tthhaann YYOOUU TThhiinnkk!!”” UIF UIF! RIGHT WAY!!! WRONG WAY Mb!Gpsnb!Jodpssfdub! Mb!Gpsnb!Dpssfdub! 1 1 Wipe pots, pans, and Do not ppoouurr ccooookkiinngg work areas prior to reessiidduuee ddiirreeccttllyy washing. iinnttoo tthhee ddrraaiinn.. Limpie con una toallita No viertaresiduos de las ollas, cazuelas, y cocinar directamente areas de trabajo antes en el desague. de lavarlos. 2 2 Do not dispose Dispose of food of food waste into the waste directly into garbage disposal. the trash. Deseche los No ponga desperdicios de comida en el triturador de desperdicios de comida comida. en el bote de basura. 3 3 Do not pour waste oilCollect waste oil directly into the drain.and store for recycling. Junte el desperdicio de No ponga desperdicio de aceite y guardelo para aceite directamente en el que sea reciclado. desague. 4 4 Do not wash floor Clean mats inside mats where water will over a utility sink. run off directly into the storm drain. Limpie los tapetes de piso detro de un lavabo No lave tapetes de piso en un o fregador. lugar donde el agua corra hacia el desague. Dbmjgpsojb!Sftubvsbou!Bttpdjbujpo!boe!uif!Djuz!pg!Tboub!Bob Gps!npsf!jogpsnbujpo!)qbsb!nbt!jogpsnbdjpo!mmbnf!b*!)825*758.4431 RECYCLABLE GREASE (YELLOW GREASE) PICKUP / DISPOSAL LOG FACILITY NAME: DATEPICKED UP BY WHOMSERVICE COMMENTS (volume collected, etc.) LATERAL SEWER LINE MAINTENANCE LOG FACILITY NAME:LOCATION: TYPE OF SERVICESERVICE COMMENTS DATESERVICED BY WHOM (rodding,jetting, repair, etc.)(problems, observations, etc.) GREASE TRAP / INTERCEPTOR MAINTENANCE LOG FACILITY NAME:LOCATION: Disposal TYPE OF SERVICE SERVICE COMMENTS Volume DATESERVICED BY WHOM(pumping/hauling,(volume pumped, Site Pumped repair, etc.)problems, etc.) (if known) EMPLOYEE BMP TRAINING LOG FACILITY NAME:LOCATION: REFRESHER TRAINING EMPLOYEE NAMEINITIAL TRAINING DATE DateDateDateDate Public Works Agency www.santa-ana.org/pw Item # 8 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Certification of Final Tract Map 2023-05, County Tract Map No. 19282 AGENDA TITLE Receive and File Certification of Approval by City Engineer of the Final Tract Map No. 2023-05, County Tract Map No. 19282 at 1921 W. Washington Avenue (Applicant: Habitat for Humanity of Orange County, Inc., a California Nonprofit Religious Corporation) RECOMMENDED ACTION Receive and file the certification of approval by City Engineer of the Final Tract Map 2023- 05, County Tract Map No. 19282 at 1921 W. Washington Avenue. GOVERNMENT CODE §84308 APPLIES: No DISCUSSION In California, the regulation and control of land subdivisions are governed by the Subdivision Map Act, which delegates authority to local legislative bodies. Within the City of Santa Ana, subdivision regulations and procedures are codified in Chapters 34 and 41 of the Santa Ana Municipal Code (SAMC). Per SAMC Chapter 41, applicants must first submit a Tentative Tract Map for staff review to ensure compliance with applicable standards and regulations. Once staff determines the map meets all requirements, it is presented to the Planning Commission for approval, as vested under SAMC Section 34-127. Following Planning Commission action, staff notifies the City Council of the decision on the next business day. Applicants have ten (10) days to appeal a Planning Commission decision to the City Council. Following Planning Commission approval, and pursuant to SAMC Chapter 34, the applicant must prepare and submit a Final Map for review by the City Engineer. The City Engineer ensures the final map is in substantial conformance with the approved tentative map and that all requirements of the Subdivision Map Act and SAMC have been satisfied. If the map meets all criteria, the City Engineer notifies the City Council that the final map is under review and subject to approval or disapproval, as required by SAMC Section 34-183. Certification of Final Tract Map 2023-05, County Tract Map No. 19282 October 21, 2025 Page 2 On June 10, 2024, the Planning Commission approved Tentative Tract Map No. 2023- 05 for the property located at 1921 W. Washington Avenue, authorizing subdivision of the site into six (6) residential condominium units (Exhibit 1). The project includes three (3) duplex buildings, 15 onsite parking spaces, and will provide affordable, for-sale housing for lower-income households. Construction of the project is nearing completion, and the applicant has submitted the final map for City Engineer approval. This report serves as formal notification to the City Council that the Final Tract Map No. 2023-05 (County Tract Map No. 19282) is under final review by the City Engineer for technical accuracy and compliance with all applicable conditions of approval. Pursuant to SAMC Section 34-183, the City Engineer will approve or disapprove the final map within ten (10) days following the City Council meeting on October 21, 2025. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. A Statutory Exemption Environmental Review (No. 2023-044) was previously filed for the project in connection with the Tentative Tract Map and associated construction. This prior review satisfies the requirements of the California Environmental Quality Act (CEQA) for this action. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1.Exhibit 1 – Tentative Tract Map 2.Exhibit 2 – Final Tract Map Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager EXHIBIT 1 EXHIBIT 1 EXHIBIT 2 EXHIBIT 2 Parks, Recreation and Community Services www.santa-ana.org/parks Item # 9 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Furniture, Installation, and Related Services AGENDA TITLE Purchase Order Contract to CN School and Office Solutions Inc. dba Culver-Newlin Inc. for Furniture, Installation, and Related Services (Specification No. 25-122) (General Fund & Non-General Fund) RECOMMENDED ACTION Award Purchase Order Contract to CN School and Office Solutions Inc. dba Culver- Newlin Inc. for Furniture, Installation, and Related Services for a term beginning October 7, 2025 and expiring June 30, 2026, in an amount not to exceed $238,715. GOVERNMENT CODE §84308 APPLIES: No DISCUSSION The City of Santa Ana has constructed a new Community Center at Santa Anita Park. Some of the Parks, Recreation, and Community Services Agency (PRCSA) staff that was operating out of Centennial Park will be moved to this location and to the Santa Ana Stadium. As a result, PRCSA is requesting a purchase order contract for furnishings of these two locations. The cost to furnish the portion of the Santa Anita Community Center occupied by PRCSA is $186,007 and the cost to furnish a re-purposed room at the Santa Ana Stadium is $52,708, for a total amount not to exceed $238,715. Santa Ana Municipal Code, Section 2-807(d), authorizes the City to purchase against contracts from any public agency utilizing a competitive bid process. San Bernardino Superintendent of Schools, a government agency, awarded a contract to Culver-Newlin Inc., Contract No. 23/24-0005, as a result of open, competitive bidding. Staff researched available procurement options and determined that Culver-Newlin Inc. meets the City’s specifications and can provide furniture, installation, and related services to be utilized by PRCSA. By leveraging the procurement power through piggybackable purchasing, the City of Santa Ana is able to obtain vetted, high quality products at competitive volume pricing, and is in accordance with the City’s existing Purchasing Guidelines. Furniture, Installation, and Related Services October 21, 2025 Page 2 ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT Funding consists of $55,000 included in the FY 2025–26 budget, and $183,715 that was budgeted and available in the FY 2024–25 accounts listed below. The $183,715 will be carried forward for use in FY 2025–26. Current Budget Fiscal Accounting Unit-Fund Accounting Unit, Amount YearAccount #DescriptionAccount Description PRCSA-Recreation General and Community FY 25-2601113230-66400 $55,000 FundServices, Machinery & Equipment Sub-Total$55,000 Budget Available via Proposed Carry Forward to FY 25-26 Fiscal Accounting Unit-Fund Accounting Unit, Amount YearAccount #DescriptionAccount Description FY 25-2601113230-66400General PRCSA-Recreation $47,227 Fundand Community Services, Machinery & Equipment 02213200-66400Fees & PRCSA-Fees & $136,488 DonationsDonations, Machinery & Equipment Sub-Total$183,715 Total$238,715 Submitted By: Hawk Scott, Executive Director of Parks, Recreation, and Community Services Agency Approved By: Alvaro Nuñez, City Manager Community Development Agency www.santa-ana.org/community-development Item # 10 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Memorandum of Understanding between the cities of Santa Ana, Garden Grove, and Fountain Valley aimed at enhancing cultural tourism, and promoting job creation and small business development within the City’s Vietnamese business community AGENDA TITLE Memorandum of Understanding Between the Cities of Santa Ana, Garden Grove, and Fountain Valley to Formalize a Collaborative, Multi-Jurisdictional Effort Aimed at Enhancing Cultural Tourism, Supporting the Formation of a Vietnamese-Focused Business Improvement District Under Streets and Highways Code §§ 36500 et seq, and Promoting Job Creation and Small Business Development within the City’s Vietnamese Business Community RECOMMENDED ACTION Authorize the City Manager to execute a Memorandum of Understanding with the Cities of Garden Grove and Fountain Valley for the period of October 21, 2025 to June 30, 2031 (Agreement No. A-2025-XXX). GOVERNMENT CODE §84308 APPLIES: No DISCUSSION In March 2025, the City of Santa Ana, in collaboration with the cities of Garden Grove and Fountain Valley (collectively referred to as the “Tri-Cities”), applied for a Regional Investment Initiative Catalysts (RIIC) grant. This grant opportunity is part of the California Jobs First (CJF) statewide initiative, administered by the Orange County Business Council. In May 2025, the Tri-Cities were awarded a grant for the study of a Little Saigon Business Improvement District and Destination Opportunity Assessment in the amount of $1,050,000 to support efforts to revitalize Little Saigon. The City of Garden Grove will act as the lead agency and fiscal agent with oversight of the budget, reporting, and consultant procurement. Each city will designate project management staff and planners to ensure coordination and community engagement. This partnership aims to establish multi-jurisdictional efforts to enhance cultural tourism, explore the potential formation of a business improvement district (BID) under Streets and Highways Code §§ 36500 et seq in the Tri-Cities’ respective Vietnamese business communities, and stimulate job growth and small business development across each city’s jurisdiction. MOU with Garden Grove and Fountain Valley for the Little Saigon Area October 21, 2025 Page 2 Each participating city will identify designated areas within their boundaries to represent their respective portions of the Little Saigon BID. These areas will be linked through a coordinated public transit route with planned stops in each city. The BID will incorporate streetscape improvements, landscaping, and urban design elements that reflect the cultural heritage and identity of Vietnamese-American communities, while also supporting local economic development. Recently, two Requests for Proposals were released by the City of Garden Grove for a Marketing Assessment and a BID Formation. Contracts for both Requests for Proposals th were executed by the lead agency, City of Garden Grove, at their September 9 City Council meeting. By adopting this MOU, the City is committing to: Staff time working with a consultant to analyze the feasibility of a tri-City BID. Staff time working with a consultant to provide data on the City’s Little Saigon BID area for the development of an economic market assessment. This assessment will include: 1.Cultural Visitor Profile, 2.Tourism Infrastructure Inventory, 3.Comparative Analysis, 4.Economic Opportunity Forecast, 5.Stakeholder Engagement, and 6.Digital and Marketing Assessment. In addition, Consultant will prepare recommendations based on the outputs of the Destination Marketing Assessment for the tri-city Little Saigon BID area. The BID consultant will be reaching out to Little Saigon property owners to determine if there is a desire to form a BID. Staff will report the results to the City Manager’s Office for a determination to be made regarding whether to pursue the formation of a BID that would be run by one (1) management association. The BID would be funded from mandatory fees assessed to property owners in the BID. If pursued, this would require a separate City Council action, anticipated for consideration next year. Staff estimates that the creation of a BID could generate approximately 10 hours of staff time per month to provide input and review of activities by the BID management association. The second deliverable will be an economic market assessment for the Little Saigon business area. This assessment will equip the City of Santa Ana with data-driven insights into local market conditions, consumer demand, and economic gaps, helping identify the types of businesses most likely to succeed in the area. It highlights the Little Saigon business area’s unique cultural and economic strengths, informs targeted business recruitment, and supports strategic planning for infrastructure and policy improvements. The assessment will also provide a strong foundation for attracting investment by offering credible data to developers and stakeholders, while aligning business attraction efforts with community needs and long-term economic goals. MOU with Garden Grove and Fountain Valley for the Little Saigon Area October 21, 2025 Page 3 Upon expenditure of the grant funds, there is no obligation for the City to allocate additional funding toward this project. The completed economic market assessment will serve as a resource for the Community Development Agency’s Economic Development staff to support future business attraction efforts. Background of Little Saigon: Little Saigon, founded in Santa Ana by Vietnamese refugees after the Vietnam War, has grown the largest Vietnamese community outside Vietnam, spanning Westminster, Garden Grove, and Fountain Valley. Centered on Bolsa Avenue, it is known for its vibrant markets, cuisine, festivals, and media, and has served as both an economic hub and a symbol of resilience and identity for Vietnamese Americans over the past 50 years. As a cultural tourism destination, Little Saigon offers authentic experiences through heritage tours, culinary adventures, and festivals such as Mid-Autumn, Tet Lunar New Year, and Viet Film Fest. With strategic investment in infrastructure, signage, marketing, and partnerships, it can attract visitors from across California and beyond. This initiative will revitalize key areas across Santa Ana, Fountain Valley and Garden Grove, with Vietnamese American–inspired design and enhanced public spaces, driving job creation, business growth, and cultural vitality while strengthening the regional economy. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1.MOU with cities of Garden Grove and Fountain Valley Submitted By: Michael L. Garcia, Executive Director - Community Development Agency Approved By: Alvaro Nuñez, City Manager Community Development Agency www.santa-ana.org/cd Item # 11 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema AGENDA TITLE Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema RECOMMENDED ACTION Authorize the City Manager to execute an Agreement to sponsor the DTSA First Saturday ArtWalk organized by The Frida Cinema for a one-year term with two, one- year optional renewals beginning November 1, 2025 and ending October 31, 2028, in a total aggregate amount not to exceed $450,000 (Agreement No. A-2025-XXX). GOVERNMENT CODE §84308 APPLIES: Yes DISCUSSION The DTSA First Saturday ArtWalk (ArtWalk) is a monthly event for all-ages that takes place on the first Saturday of each month in Downtown Santa Ana. This event has been independently organized by The Frida Cinema since January 2023. It is free to the public and features local artists, more than 20 art galleries, live performances, food vendors, and family-friendly activities. The ArtWalk has played a significant role revitalizing Downtown Santa Ana by: Stimulating economic growth through increased foot traffic and support for local businesses, hiring local vendors, and compensating artists. To date, $56,482 has been paid directly to 186 local artists and musicians. Strengthening Santa Ana’s cultural identity by showcasing diverse local creators alongside established artists from outside the City, encouraging cultural exchange, and expanding the event footprint. Revitalizing the urban core by activating historic buildings, supporting the opening of new galleries, and fostering creative spaces that enhance downtown vibrancy. According to the 2023 Santa Ana Visitor Analysis conducted by Travel Santa Ana and research company Zartico, the ArtWalk ranked as the second most-visited destination in the City of Santa Ana (City), second only to Santa Ana College, and ahead of the Santa Ana Zoo and Mainplace Mall. Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema October 21, 2025 Page 2 At the May 15, 2025 Special City Council meeting, staff presented a proposal for a recurring allocation of $150,000 to support the Art Walk event. The City Council subsequently approved this allocation on June 3, 2025, as part of the annual budget adoption process. The proposed agreement establishes a one-year term with two optional one-year renewals at the City’s discretion. This structure provides flexibility to evaluate program outcomes and reassess funding priorities in anticipation of the partial sunsetting of Measure X. To sustain and expand the positive impact of the ArtWalk, City staff released a Request for Proposals (RFP) on July 7, 2025 through the PlanetBid portal to solicit qualified proposals for groups that the City could sponsor that would have the responsibility to independently organize a monthly ArtWalk program. The solicitation closed on July 28, 2025. A total of 709 vendors were notified, and the City received one (1) proposal, submitted by The Frida Cinema. The Arts and Culture Commission reviewed the proposal using an established rubric that evaluated: Capacity and Organizational Experience Artistic Vision and Alignment Marketing and Outreach Strategy Services and Work Samples Budget and Financial Readiness The Frida Cinema’s proposal earned a score of 95.67 out of 100. The Frida Cinema will organize the ArtWalk as follows: Robust marketing (website administration, social media, banners, brochures, and posters), Coordination with vendors, Creation of venue spaces (stages, sound equipment) throughout Downtown Santa Ana that feature family-friendly engagement activities, Compensation to artists and musicians for live music, dancing, Provision of materials for live art work, Submission of street/parking space closure applications, Submission of all required permits and facilities fees with the City, and Work to identify and apply for funding to expand ArtWalk. It is recommended that the City Council approve a one-year agreement with two, one- year optional renewals with The Frida Cinema. This investment will enable the ArtWalk to: Maintain extended event hours to increase economic activity and cultural engagement, Expand programming to include additional art forms, immersive experiences, and increase artist compensation, Fund public art installations that enhance the downtown environment, Establish artist residency programs to attract and retain local talent, and Agreement to Sponsor the DTSA First Saturday ArtWalk Organized by The Frida Cinema October 21, 2025 Page 3 Strengthen collaborations with local galleries, artists, and cultural institutions while creating opportunities for emerging creators and nonprofit partners. The funding will be disbursed in monthly installments. In the event that the ArtWalk ceases its operations prior to the conclusion of the term, the City will retain any unused funding. It is important to clarify that this agreement does not grant the City any authority to manage, program, or provide guidance on ArtWalk activities. Full responsibility for event planning, coordination, and execution will remain with The Frida Cinema. Founded in February 2014, The Frida Cinema is Downtown Santa Ana’s sole nonprofit movie theater and one of the few remaining art-house cinemas in Southern California. Recognized for its mission to enrich, connect, and educate communities through cinema, The Frida has received accolades for its year-round film festival programming and strong partnerships with educational, arts, and nonprofit organizations. Beyond film screenings, The Frida produces and supports a wide range of cultural programming, including outdoor drive-in screenings, and free movies in local parks. FISCAL IMPACT Funds are available in FY 2025-26 budget under General Fund Contract Services- Professional account (No. 01118810-62300). Subsequent funding will be included in the proposed budgets for the City Council consideration. Accounting Fund Accounting Unit, Fiscal YearAmount Unit-AccountDescriptionAccount Description Economic Development 01118810- FY 2025-26 General Fund– Contract Services-$100,000 (Nov-Jun) 62300 Professional Economic Development 01118810- FY 2026-27General Fund– Contract Services-$150,000 62300 Professional FY 2027-28Economic Development 01118810- July 2027-General Fund– Contract Services-$200,000 62300 Oct 2028Professional Total$450,000 EXHIBIT(S) 1.Sponsorship Agreement 2.DTSA First Saturday ArtWalk Proposal Submitted By: Michael L. Garcia, Executive Director, Community Development Agency Approved By: Alvaro Nuñez, City Manager Human Resources www.santa-ana.org/hr Item # 12 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Occupational Medical Services AGENDA TITLE Agreement with William H. Nuesse, M.D. and Mary-Ann Nuesse, D.O., a California Medical Corporation, dba Sunrise Multispecialist Medical Center for Occupational Medical Services (Specification No. 25-065) (Non-General Fund) RECOMMENDED ACTION Authorize the City Manager to execute an agreement with William H. Nuesse, M.D. and Mary-Ann Nuesse, D.O., a California Medical Corporation, dba Sunrise Multispecialist Medical Center to provide occupational medical services in an amount not to exceed $200,000, for a term beginning January 1, 2026 and expiring December 31, 2028, with provisions for two (2), one (1) year extensions. (Agreement No. A-2025-XXX) GOVERNMENT CODE §84308 APPLIES: Yes DISCUSSION The Human Resources Department is seeking a consultant to provide medical services, such as organizing, scheduling, managing, and/or evaluating a comprehensive range of medical services and examinations. These services are necessary to assist in determining if a prospective or current City employee is suitable for employment. Request for Proposals (RFP) No. 25-065 was issued on April 17, 2025 on the City’s online bid management and publication system. A summary of vendor participation and results is as follows: 90 Vendors notified 3 Santa Ana vendors notified 20 Vendors downloaded the RFP packet 5 Proposals received 1 Proposal received from Santa Ana vendor Occupational Medical Services October 21, 2025 Page 2 Proposals were solicited, opened on May 6, 2025, and evaluated. Five proposals were submitted by the RFP deadline and all were determined to be responsive to the specifications and met the City’s requirements. An evaluation committee reviewed and rated the proposals according to the criteria listed in the RFP. The results of the evaluation are as follows: ProposerLocationRankScore Sunrise MedicalOrange191.8 Kaiser Permanente On-The-JobLos Angeles287.4 Akeso Occupational HealthIrvine384.6 Edinger Urgent CareSanta Ana477.6 Proactive Work HealthGarden Grove563.4 Based on the evaluations, Sunrise Multispecialist Medical Center’s responsiveness to the RFP and their pricing scores set them apart from the other proposers. Staff recommends awarding an agreement to the highest-ranked firm, Sunrise Multispecialist Medical Center (Exhibit 1). Sunrise Multispecialist Medical Center specializes in occupational medical services including pre-employment and work-related injuries. For over 30 years, Sunrise Multispecialist Medical Center has provided their knowledge and services to numerous public and private agencies. The City currently utilizes Sunrise Multispecialist Medical Center for the City’s non-industrial medical services and the consultant continues to exceed the City’s and industry’s standards. Due to their specialized knowledge and exceptional service, staff recommends approving an agreement with Sunrise Multispecialist Medical Center to continue providing Occupational Medical Services. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funding is available in the current FY 2025-26 budget and funding for subsequent fiscal years will be included in the proposed budget for City Council consideration. Fiscal Account Fund DescriptionAccounting Unit, Amount YearUnit - Account Description Account # FY 25-2608209052-Workers Safety Program- $6,667 62300Compensation Contract Services- FundProfessional 08009052-Liability & Property Safety Program-$6,667 62300Ins FundContract Services- Professional Occupational Medical Services October 21, 2025 Page 3 08009051-Liability & Property Liability & Property $6,666 62300Ins FundIns Fund- Contract Services-Professional FY 26-2708209052-Workers Safety Program- $13,333 62300Compensation Contract Services- FundProfessional 08009052-Liability & Property Safety Program-$13,333 62300Ins FundContract Services- Professional 08009051-Liability & Property Liability & Property $13,334 62300Ins FundIns Fund- Contract Services-Professional FY 27-2808209052-Workers Safety Program- $13,334 62300Compensation Contract Services- FundProfessional 08009052-Liability & Property Safety Program-$13,333 62300Ins FundContract Services- Professional 08009051-Liability & Property Liability & Property $13,333 62300Ins FundIns Fund- Contract Services-Professional FY 28-2908209052-Workers Safety Program- $13,333 62300Compensation Contract Services- FundProfessional 08009052-Liability & Property Safety Program-$13,334 62300Ins FundContract Services- Professional 08009051-Liability & Property Liability & Property $13,333 62300Ins FundIns Fund- Contract Services-Professional FY 29-3008209052-Workers Safety Program- $13,333 62300Compensation Contract Services- FundProfessional 08009052-Liability & Property Safety Program-$13,333 62300Ins FundContract Services- Professional 08009051-Liability & Property Liability & Property $13,334 62300Ins FundIns Fund- Contract Services-Professional FY 30-3108209052-Workers Safety Program- $6,667 62300Compensation Contract Services- FundProfessional Occupational Medical Services October 21, 2025 Page 4 08009052-Liability & Property Safety Program-$6,666 62300Ins FundContract Services- Professional 08009051-Liability & Property Liability & Property $6,667 62300Ins FundIns Fund- Contract Services-Professional Total $200,000 EXHIBIT(S) 1.Agreement with William H. Nuesse, M.D. and Mary-Ann Nuesse, D.O., a California Medical Corporation, dba Sunrise Multispecialist Medical Center Submitted By: Lori Schnaider, Executive Director of Human Resources Approved By: Alvaro Nuñez, City Manager CONSULTANT AGREEMENTWITH SUNRISE MULTISPECIALIST MEDICAL CENTER THIS AGREEMENT is made and entered intoonthis1stday of January, 2026by and betweenWilliam H. Nuesse, M.D. and Mary Ann Nuesse, D.O., a California Medical Corporation, doing business as Sunrise Multispecialist Medical Center,Consultant Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California RECITALS A.The City desires to retain a Consultant having special skill and knowledge in the field of occupational medical services including but not limited to: pre-employment assessments, pre-placement or pre-assignment testing for current employees being considered for Department of Transpo physical examinations, urine and breath specimen collection, laboratory analysis, Medical Review Officer responsibilities, and DOT mandated drug and alcohol testing. B.ConsultantrepresentsthatConsultantisable and willing to provide such services to the City. C.In undertaking the performance of this Agreement, Consultantrepresentsthat it is knowledgeable in its field and that any services performed by Consultantunderthis Agreement willbe performed in compliance with such standards as may reasonably be expected from a professional consulting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter setforth, the parties agree as follows: 1.SCOPE OF SERVICES Consultant shallperform during the term of this Agreement, the tasks and obligations including all labor, materials, tools, equipment, and incidental customary work required to fully and adequatelycomplete the services described and set forth in Scope of Services -Exhibit A, attached hereto and incorporated by reference. 2.COMPENSATION a.City agrees to pay, and Consultantagreesto accept as total payment for its services for City, the rates and charges identified in Compensation -Exhibit B.The total amount to be expended during the term of this Agreement shall not exceedtwo hundred thousand dollars and zero cents($200,000.00). b.Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. City and Consultant agree that all payments due and owing under this Agreement shall be made through Automated Clearing House (ACH) transfers. Consultant agrees to execute the Page1 of #2103028v1 documentation. Upon verification of the data provided, the City will be authorized to . Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City. 3.TERM This Agreement shall commence on January 1, 2026 and end on December 31, 2028, with theoption for the City togrant two (2), one (1) year extensions, exercisableby a writing by the City Manager and the City Attorney, unless terminated earlier in accordance with Section 15, below. 4.INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent Consultant and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer-employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 5.OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within 6.INSURANCE Insurance requirements are attached hereto as Exhibit C. Page2 of #2103028v1 7.INDEMNIFICATION Consultantagreesto defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant, its subcontractors, agents, employees, or other persons acting onits behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant furtheragrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultantservices are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 8.INTELLECTUAL PROPERTY INDEMNIFICATION Consultantshalldefend and indemnify the City, its officers, agents, representatives, and letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Consultanttothe City pursuant to this Agreement. 9.RECORDS Consultantshallkeep records and invoices in connection with the work to be performed under this Agreement. Consultantshallmaintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment toConsultantunderthis Agreement. All such records and invoices shall be clearly identifiable. Consultantshallallow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuantto this Agreement during regular business hours. Consultantshallallow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3)years from the date of final payment to Consultant underthisAgreement. Page3 of #2103028v1 10.CONFIDENTIALITY If Consultantreceivesfrom the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultantagreesthat it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultantdisclosedin a publicly available source; (c) is in rightful possession of the Consultant withoutan obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultantwithoutreference to information disclosed by the City. 11.CONFLICT OF INTEREST CLAUSE a.Consultant covenantsthat it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. b.No immediate family members of either the Mayor, City Council Member, or any appointed City Official, including appointed board and commission members, as influence the award of this Agreement, or any competing contract or amendment thereof, shall be employed in any capacity by the Consultant or have any other direct or indirect financial benefit or interest in this Agreement. c.The section also prohibits the awarding of any agreement, contract, grant, or any amendment to those awards, to any former full-time employee for one-year from date of employee separation except for any CalPERS retiree as authorized by City Council resolution d.The Consultant must comply with all conflict of interest laws, ordinances, and regulations now in effect or hereafter to be enacted during the term of this Agreement. The Consultant warrants that it is not now aware of any facts which conflict with the prohibitions defined above. If the Consultanthereafter becomes aware of any facts that might reasonably be expected to create a conflict of interest, it must immediately make full written disclosure of such facts to the City. Full written disclosure must include, but is not limited to, identification of all persons implicated and a complete description of all relevant circumstances. Failure to comply with the provisions of this paragraph will be a material breach of this Agreement. Page4 of #2103028v1 e.Consultant covenants that none of its directors, officers, employees, or agents shall participate in selecting or administrating any subcontract supported (in whole or in part) by City funds stemming from the Agreement wherethe awarding of the subcontract has any direct or indirect financial benefit or interest to any individual, as defined in subsections (b) and (c) above. 12.NON-DISCRIMINATION Consultantshall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultantaffirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 13.EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultantorthe City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which isnot embodied herein. 14.ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultantmaynot assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be co Agreement performed by City personnel or by other Consultants retained by City. 15.TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultantshallbe entitled to receive and the City shall pay Consultant compensationfor all services performed by Consultantpriorto receipt of such notice of termination, subject to the following conditions: a.As a condition of such payment, the Executive Director may require Consultantto deliver to the City all work product(s)completed as of such date, and in such case Page5 of #2103028v1 such work product shall be the property of the City unless prohibited by law, and Consultantconsentsto the City's use thereof for such purposes as the City deems appropriate. b.Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 16.WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17.JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 18.PROFESSIONAL LICENSES Consultantshall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies.Consultantshallnotify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 19.NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: City Clerk City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax: 714-647-6956 Page6 of #2103028v1 With courtesy copies to: Executive Director,Human Resources Agency City of Santa Ana 20 Civic Center Plaza (M-34) P.O. Box 1988 Santa Ana, California 92702 ToConsultant: Sunrise Multispecialist Medical Center Attention: William H. Nuesse, M.D., Medical Director or Mary Ann Nuesse, D.O., Project Manager 867 South Tustin Street Orange, California 92866 Fax:714-771-1420 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal,state, County or City holidays shall be excluded. 20.MISCELLANEOUS PROVISIONS a.Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and or power is not, in fact, held by the signatory or is withdrawn. b.All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST:CITY OF SANTA ANA Jennifer L. HallAlvaro Nuñez City ClerkCity Manager Page7 of #2103028v1 APPROVED AS TO FORM: SONIA R. CARVALHOCONSULTANT: City Attorney By: LauraA.RossiniWilliam H. Nuesse Medical Director ChiefAssistant City Attorney RECOMMENDED FOR APPROVAL: Lori Schnaider Executive Director Human Resources Agency Page8 of #2103028v1 EXHIBIT A SCOPE OF SERVICES #2103028v1 City of Santa AnaRFP 25-065Page 16 of 32 City of Santa AnaRFP 25-065Page 17 of 32 City of Santa AnaRFP 25-065Page 18 of 32 EXHIBIT B COMPENSATION #2103028v1 EXHIBIT C INSURANCE REQUIREMENTS #2103028v1 Consultantshall procure and maintain for the duration of theagreement, the following insurance coverages: MINIMUM SCOPE AND LIMIT OF INSURANCE Consultant shall maintain limits of insurance coverage in the following minimum amounts and shall be at least as broad as: Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering leted operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence and $4,000,000 aggregate. Automobile Liability (AL): Insurance Services Office Form CA 00 01 covering Code 1 (any auto), with combined single limits of $1,000,000. In the event Consultant does not maintain commercial automobile liability insurance, City will accept evidence of personal automobile insurance with existing limits, which can be lower than $1,000,000. (WC): as required by the State of California, with statutory $1,000,000 per accident, per employee, per policy for bodily injury or disease. This requirement can be waived if Consultant has no employees. Professional Liability (PL): with limits no less than $2,000,000 per occurrence or claim, and $2,000,000 aggregate. If Consultant maintains broader coverage and/or higher limits than the minimums shown above, City requires and shall be entitled to the broader coverage and/or the higher limits maintained by Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions: 1. CGL and AL policies: City of Santa Ana, its City Council, its officers, officials, employees, agents, and volunteers are to be covered as additional insureds with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, equipment, and personnel furnished in connection with such work or operations. 2. CGL, AL, and WC policies: Insurance company(ies) agrees to waive all rights of subrogation against City, its City Council, its officers, officials, employees, agents, and volunteers for losses paid under the terms of any policy which arise from work performed by Consultant for City. 3. All required insurance policies: For any claims related to this contract, Consultant insurance coverage shall be primary and any insurance maintained by City, its City Council, its officers, officials, employees, agents, or volunteers shall not contribute with it. 4. All required insurance policies: A severability of interest provision must apply for all the additional insureds, ensuring that Consultantinsurance shall apply separately to each insured against whom a claim is made or suit is brought, except with respect 5. Each insurance policy required herein shall provide that coverage shall not be canceled, suspended, voided, reduced in coverage or in limits, non-renewed by the carrier, or materially changed except after thirty (30) days prior written notice has been given to City. Ten (10) days prior written notice shall be provided to City for policy cancellation or non-renewal due to non-payment. 6. Certificate Holder on each Evidence of Insurance certificate shall be: City of Santa Ana, Attention: Julie Hoang, Human Resources, M-24, Santa Ana, CA 92701. The name and location of the project or event should be included in the Description of Operations section of each certificate. Self-Insured Retentions Self-insured retentions must be declared to and approved by the City. City may require Consultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. Acceptability of Insurers Insurance is to be placed with insurers authorized to conduct business in the state of California with a current A.M. Best rating of no less than A:VII, unless otherwise acceptable to City. Verification of Coverage Consultant shall furnish City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to Entity before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant obligation to provide them. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. Claims Made Policies If any of the required policies provide coverage on a claims-made basis: 1. The retroactive date must be shown and must be before the date of the contract or the beginning of work. 2. Insurance must be maintained and evidence of insurance must be provided for at least three (3) years after completion of work. 3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date, Consultant must years after completion of work. Subcontractors Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City is an additional insured on insurance required from sub-contractors. Special Risks or Circumstances City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Public Works Agency www.santa-ana.org/pw Item # 13 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Amendment to Cell Tower Lease at Jerome Park AGENDA TITLE First Amendment to Lease Agreement with T-Mobile West LLC, as successor in interest to Royal Street Communications, LLC, for Communication Tower Facilities at Jerome Park (Non-General Fund) RECOMMENDED ACTION Authorize the City Manager to execute the first amendment to the lease agreement with T-Mobile West LLC as successor in interest to Royal Street Communications, LLC for communication tower facilities at Jerome Park located at 2115 W. McFadden Avenue with an estimated beginning date of December 10, 2025 through February 19, 2027 for total revenue, including all extensions, in the amount of $26,833 (Agreement No. A- 2025-XXX). GOVERNMENT CODE §84308 APPLIES: Yes DISCUSSION The City currently has 17 existing wireless telecommunications facility lease agreements for cell towers on City park properties. These agreements were made between 2001 and 2012 and vary in terms, conditions, and format. The cell tower program is managed by the Public Works Agency, Parks, Fleet, Facilities, and Refuse Services Division (PWA) who facilitates a standing meeting with a Cell Tower Steering Committee that includes PWA, Parks, Recreation, and Community Services, City Attorney’s Office, and a consultant that has expertise in the field of wireless communication technology. Revenue generated from these leases fund park maintenance and improvements. PWA is responsible for managing agreements, site analysis, and identifying and addressing deferred maintenance needs. On January 3, 2006, City Council approved a consultant agreement with Telecom Partners Group, doing business as ATS Communications, to provide services in the field of wireless communication technology and negotiate leases for wireless cell towers on behalf of the City. ATS Communications successfully assisted the City in marketing and facilitating the development of cell towers on City owned parks property. Under the terms of the agreement, ATS Communications retains 20% of the revenues collected from each new cell tower lease, over the life of the lease, including any renewals or Amendment to Cell Tower Lease at Jerome Park October 7, 2025 Page 2 extensions. This is stated in Section 2 Compensation of said agreement: “If any Existing Lease is amended or modified after the Effective Date, where such modification results in the co- location of additional equipment or the inclusion of additional wireless providers at any existing site, Consultant shall receive twenty percent (20%) of the incremental lease revenue over the life of the lease attributable to such modification.” On February 20, 2007, City Council approved a cell tower lease agreement with Royal Street Communications, LLC for a communications tower at Jerome Park. The lease was later assigned by Royal Street Communications to T-Mobile West, LLC. In January 2023, T-Mobile West, LLC notified the City of its intent to upgrade the equipment installed on the Jerome Park tower. The lease agreement allows upgrades provided that the equipment, cables, or antennas remain within the original physical parameters of the premises. Staff determined that the proposed upgrades (Exhibit 1) would exceed those parameters, and as a result, the City denied T-Mobile West, LLC’s request. The proposed upgraded equipment footprint is about 10.7% larger than the existing. To allow for the upgrades, the City negotiated with T-Mobile West, LLC to increase the lease amount by a proportionate amount from $44,880 to $49,690 annually, an increase of $4,800 per year. The increase will become effective on the first day of the month following the date upon which a building permit for the improvements is issued by the City and will be subject to an annual rent escalation of 4%. The City will receive 80% of all revenues received from this amended cell tower lease agreement and ATS Communications will receive the remaining 20% as established under the terms and conditions of the City’s agreement with ATS Communications, for the life of the lease through February 2032. Staff recommends approval of the amendment to the lease agreement with T-Mobile West, LLC (Exhibit 2). The amendment authorizes the proposed equipment upgrades and establishes the corresponding payment increase. Revenues from the lease will continue to be allocated exclusively to the maintenance and capital improvements of City Parks. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT The revenues received from this amendment will be deposited into the following account for the specified years. Amendment to Cell Tower Lease at Jerome Park October 7, 2025 Page 3 Fiscal Accounting Fund Accounting Unit, Amount YearUnit-DescriptionAccount Description Account # Amendment FY 25-2605113002-Capital Outlay Miscellaneous Revenue, $2,240 (Dec-Jun)57363FundCell Tower Lease Agreement FY 26-27 05113002-Capital Outlay Miscellaneous Revenue, $2,535 (Jul-Feb)57363FundCell Tower Lease Agreement Optional One, 5-Year Extension FY 26-27 05113002-Capital Outlay Miscellaneous Revenue, $1,438 (Feb-Jun) 57363FundCell Tower Lease Agreement FY 27-2805113002-Capital Outlay Miscellaneous Revenue, $4,132 57363FundCell Tower Lease Agreement FY 28-2905113002-Capital Outlay Miscellaneous Revenue, $4,297 57363FundCell Tower Lease Agreement FY 29-3005113002-Capital Outlay Miscellaneous Revenue, $4,469 57363FundCell Tower Lease Agreement FY 30-3105113002-Capital Outlay Miscellaneous Revenue, $4,648 57363FundCell Tower Lease Agreement FY 31-32 05113002-Capital Outlay Miscellaneous Revenue, $3,074 (Jul-Feb)57363FundCell Tower Lease Agreement TOTAL$26,833 Funds will be appropriated exclusively for the maintenance and capital improvements at City Parks during the City’s yearly budget process. EXHIBIT(S) 1.Equipment Upgrade Plans 2.First Amendment to Lease Agreement Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 SIGNED:03/19/25 3/31/2025 3/31/2025 02/20/2025 02/20/2025 02/20/2025 02/20/2025 Public Works Agency www.santa-ana.org/pw Item # 14 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Centennial Park Sports Lighting AGENDA TITLE Agreement with Musco Sports Lighting, LLC to provide LED Sports Lighting at Centennial Park (No. 26-6007) (General Fund) RECOMMENDED ACTION 1.Award an agreement to Musco Sports Lighting, LLC to provide LED sports lighting at Centennial Park, in the base bid amount of $1,189,448 and an amount of $118,945 for unanticipated or unforeseen work, for a total estimated project delivery cost of $1,308,393, beginning October 21, 2025 and expiring December 31, 2026, with the option for one, one-year extension (Agreement No. A-2025- XXX). 2.Determine that, pursuant to the California Environmental Quality Act, the recommended actions are exempt from further review. Categorical Exemption Environmental Review No. ER 2025-97 will be filled for Project No. 26-6007. GOVERNMENT CODE §84308 APPLIES: No DISCUSSION The Public Works Agency, Parks, Fleet, Facilities, and Refuse Services Division (PWA) oversees the maintenance and improvements for all City parks. Centennial Park operates as a multifunctional open space for local sports and citywide events. The ninety-acre park includes various amenities, such as the Dan Young Soccer Complex, skate park, playground, and lake, providing leisure, recreation, and entertainment opportunities for residents and visitors. In collaboration with Parks, Recreation, and Community Services Agency (PRCSA) staff, PWA staff evaluated the lighting needs in the park, identifying a need for the addition of new sports lighting at fields 5 and 6. The scope of these improvements is substantial, requiring the installation of new electrical infrastructure and the procurement of advanced lighting systems. Funding for these two high priority locations at Centennial Park was added as a City Council initiative during the Fiscal Year 2025-2026 budget process. New lighting will extend safe play hours into the evening for youth sports, adult leagues, and community programs. Staff recommends installing state-of-the-art, energy-efficient LED Centennial Park Sports Lighting October 21, 2025 Page 2 light fixtures and poles designed and manufactured by Musco Sports Lighting, LLC, which is consistent with LED sports lighting equipment recently installed throughout the City’s park system. The proposed lighting system includes a 25-year warranty, thereby reducing long-term maintenance cost. Additionally, the new lighting will offer better directional capabilities, minimizing light pollution for nearby resident homes while providing after- hours area lighting. The Centennial Park lighting improvements complement other major capital projects currently underway, including the lake renovation and the park expansion project, which will feature the City’s first dog park. Collectively, these efforts represent a significant investment in the modernization and enhancement of the City’s park system, furthering the City Council’s commitment to providing high-quality recreational facilities for the community. Musco Sports Lighting, LLC has successfully completed multiple sports lighting projects throughout the City, including Memorial Park, Thornton Park, Dan Young Soccer Complex, George Upton All Access Playground and Basketball Courts, Santa Ana Stadium, and Santiago Park. For each of these projects, Musco has delivered on schedule, adapted to changing conditions, and provided energy-efficient systems that reduce maintenance needs while minimizing light spill into adjacent neighborhoods. Their responsiveness and collaboration with City staff have resulted in quality improvements that continue to serve the community well. Santa Ana Ordinance No. NS-3041 authorizes the City to utilize contracts from any public agency employing a competitive bid process. Sourcewell Contract No. 041123-MSL with Musco Sports Lighting, LLC was awarded as a result of open, competitive bidding and meets the City’s requirements. As a result, staff recommends awarding an agreement to Musco Sports Lighting, LLC to provide LED sports lighting at Centennial Park (Exhibit 1). ENVIRONMENTAL IMPACT Pursuant to the California Environmental Quality Act (CEQA), the recommended actions are exempt from further review pursuant to Section 6103 of the CEQA Guidelines for projects consisting of the construction of new sports lighting. The proposed project continues to meet these parameters of the CEQA Guidelines and Categorical Exemption Environmental Review No. ER-2025-97 will be filed for Project 26-6007 (Exhibit 2). FISCAL IMPACT Funds are available for expenditure in the Fiscal Year 2025-26. Any remaining balances not expended by the end of the fiscal year will be presented to City Council for approval of carryovers to Fiscal Year 2026-2027. Fiscal Accounting Fund Accounting Unit, Account Amount YearUnit - Account DescriptionDescription No. Centennial Park Sports Lighting October 21, 2025 Page 3 (Project No.) PWA Services – 01117607-66220 General 2025-26Improvements Other Than $1,308,393 (26-6007)Fund Buildings TOTAL$1,308,393 EXHIBIT(S) 1.Agreement with Musco Sports Lighting, LLC 2.Environmental Determination Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager Ejhjubmmz!tjhofe!cz!Spepmgp!Sptbt! EO;!do>Spepmgp!Sptbt-! 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Categorical Exemption Environmental Review No. 2025-096 will be filed for this Project No. 22-6023. GOVERNMENT CODE §84308 APPLIES:No DISCUSSION The Cypress Center Restoration Project (No. 22-6023) consists of a rehabilitation and adaptive reuse of the historic Santa Ana Fire Station #4 located at 625 Cypress Avenue in Santa Ana, California (Exhibit 1). The original building is approximately 3,500 square feet, with a later addition of a 500 square foot carport at the rear side of the building, and sits on an 8,000 square foot lot of a residential block in the Pacific Park neighborhood. Construction Contract for the Cypress Center Restoration October 21, 2025 Page 2 The project will transform the building and surrounding exterior spaces into a new community services space, while restoring and preserving the building’s historic integrity and its historic register standing. The Santa Ana Police Athletic & Activity League (PAAL) is proposed as the new tenant, with programming to include an open community area with a check-in desk, classrooms for recreation and art activities, restrooms, and dedicated staff spaces. Site improvements will address grading, concrete and asphalt work, American with Disabilities Act (ADA) compliant access, utility connections, fencing and gates, lighting, drainage, irrigation, and landscaping. The exterior will be carefully restored using original historic drawings and photos to recreate doors, windows, and character-defining features, with repairs to the clay tile roof, stucco, and decorative tiling. Interior spaces will be designed to provide safe, accessible, and engaging areas that are modern yet complementary to the historic character. The restoration is especially necessary due to ongoing vandalism and trespassing, which have compromised the building’s condition. Project Advertisement and Contractor Procurement To provide an opportunity for local vendors to submit bids, the City notified a total of 1,817 vendors via PlanetBids. Furthermore, staff specifically reached out to Santa Ana vendors to encourage their participation in bids. A total of four bids were received and deemed responsive. No bids were received from Santa Ana contractors. This project was advertised in PlanetBids from July 31, 2025 to August 28, 2025. Bids were received electronically via PlanetBids on August 28, 2025. A copy of construction plans, contracts, specifications ,and all related reference materials (such as The Greenbook) are available for public review at the City’s Public Works Agency, Central Files office located in City Hall. Construction Contract Bid Results Summary RANKBIDDER’S NAMELOCATIONBASE BID 1Loengreen Inc.Los Angeles, CA$3,322,512 2CALTEC Corp.Irvine, CA$3,665,000 3G2K Construction Inc.Agoura Hills, CA$3,688,888 4Armstrong Cal Builders Inc.Stanton, CA$3,979,000 Loengreen, Inc. submitted the lowest responsive bid in the amount of $3,322,512 (Exhibit 2). Based on the bid analysis, reference checks, and evaluation against the bid criteria, staff finds Loengreen, Inc. to be a responsible and qualified bidder and recommends awarding them the construction contract. Loengreen, Inc. has previously performed work as a prime contractor for the City of Santa Ana within the past five years, including the Council Chamber ADA Compliance Project (No. 22-0504). The contractor has demonstrated the stability and experience to meet the City’s plans, Construction Contract for the Cypress Center Restoration October 21, 2025 Page 3 specifications, and expectations, delivering work that staff found to be both high in quality and efficiently completed. (Exhibit 3). Project Delivery To deliver a complete project, in addition to the construction contract, the estimated total project delivery cost includes a budget allocation for construction administration, inspection, and testing. Construction administration and inspection may be performed by either Staff or consultants and includes construction management, inspection of the Contractor’s work to ensure contract compliance, workmanship and quality, materials testing, and implementation of the labor requirements. Any of the allocated construction administration funds not spent are considered project savings and are returned to the respective fund balances upon close out of the project. As indicated in the Cost Analysis and as summarized in the table below, the estimated total construction delivery cost of the project is $3,894,340. Project ItemTotal Construction Contract Bid Amount$3,322,512 Construction Administration$127,775 Inspection$79,860 Testing$31,943 Unforeseen Conditions$332,250 TOTAL ESTIMATED CONSTRUCTION DELIVERY COST$3,894,340 Project Schedule and Contract Time The project completion date is scheduled for November 2026, barring unforeseeable conditions such as rain, natural disasters, or other delays beyond the control of the City and of the Contractor. The contract duration allotted for this project is 250 working days, as specified in the bid documents. The 250 working days are necessary due to the building’s historic status, coordination of multiple trades, and long lead times for specialized materials, such as electrical switchgear, and procurement of historically appropriate components. Working days are counted in accordance with the City’s Standard Specifications, which exclude weekends, City-observed holidays, and inclement weather days that prevent work. The contractor was required to submit a construction schedule as part of their bid to expedite delivery of the project. The projected completion date based on the submitted schedule is November 2026, which is within the allotted 250 working days. If the contractor fails to deliver on time they will be assessed a penalty of $1,200 per calendar day as specified in the bid documents. Construction Contract for the Cypress Center Restoration October 21, 2025 Page 4 Project Milestones MilestoneEstimated DateNotes Administrative StartupOctober 2025Contract execution, bonds, insurance Material ProcurementOngoingProcurement may take place concurrently with construction. Contractor MobilizationNovember 2025Start of construction activities Project CompletionNovember 2026Based on contractor’s schedule The contractor will be constructing this project in a singular phase, fulfilling the scope of work as outlined in the contract documents. The contractor is responsible for determining the scheduling and sequencing of activities based on their proposed means and methods. Public Outreach A total of eleven neighborhood meetings were held with residents to present the proposed project, provide updates, and receive community input. The outreach process provided an opportunity for community members to comment on design features and site improvements. Feedback received during those meetings was incorporated into the final project scope to ensure the restoration responds to both community needs and regulatory requirements. Upon Council approval of the recommended actions, prior to start of construction, the Contractor is required to issue construction notices to adjacent residents and businesses at least two weeks before construction begins. Additionally, the contractor is required to install signage at the project site indicating project details and contact information. ENVIRONMENTAL IMPACT Pursuant to the California Environmental Quality Act (CEQA), the recommended actions are exempt from further review pursuant to Section 15301(b) of the CEQA Guidelines for projects consisting of repair/maintenance to existing public facilities. The proposed project continues to meet these parameters of the CEQA Guidelines and Categorical Exemption Environmental Review No. ER-2025-096 will be filed for Project 22-6023 (Exhibit 4). FISCAL IMPACT As indicated in the Cost Analysis, the estimated total construction delivery cost of the project is $3,894,340. All funds are available for expenditure in Fiscal Year 2025-26. Any remaining balances not expended by the end of the fiscal year will be presented to City Council for approval of carryovers to Fiscal Year 2026-27 (Exhibit 5). Construction Contract for the Cypress Center Restoration October 21, 2025 Page 5 The proposed contract authorizes staff a maximum of 10% for construction contract change orders. Staff will return to City Council for authorization and appropriation of additional funding if necessary. The FY 2025-26 Capital Improvement Program amendment includes $394,340 from the project’s design phase, which is being reallocated to fully fund the cost of construction. Accounting Unit Fiscal Fund Accounting Unit, – Account No.Amount YearDescriptionAccount Description (Project No.) Current Budget PWA – Service 01117017-66200General 2025-26Enhancement, Buildings $394,340 (22-6023)Fund & Building Improvements PWA – Services, 01117607-66200General 2025-26Buildings & Building $3,500,000 (22-6023)Fund Improvements TOTAL $3,894,340 EXHIBIT(S) 1.Exhibit 1 – Location Map 2.Exhibit 2 – Bid Proposal 3.Exhibit 3 – Construction Contract 4.Exhibit 4 – Environmental Determination 5.Exhibit 5 – Capital Improvement Project Worksheet Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager Exhibit 1 SANTA ANA Project No. 22-6023 Cypress Center Restoration PWA PUBLIC WORKS AGENCY CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION BID PROPOSAL TO: CITY COUNCIL OF THE CITY OF SANTA ANA LOENGREEN INC FROM: REQUIREMENT: The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents in its entirety and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule: Unit Price ItemDescriptionQtyUnitAmount $ 66,077.00 1Division 01: General Requirements1LS $ 66,077.00 $ 115,060.00 2Division 02: Existing Conditions1LS $ 115,060.00 $ 113,920.00 3Division 03: Concrete1LS $ 113,920.00 $ 237,116.00 4Division 05: Metals1LS $ 237,116.00 $ 355,894.00 5Division 06: Wood, Plastics, and Composites1LS $ 355,894.00 $ 201,772.00 6Division 07: Thermal and Moisture Protection1LS $ 201,772.00 $ 162,833.00 7Division 08: Openings1LS $ 162,833.00 $ 267,259.00 8Division 09: Finishes1LS $ 267,259.00 $ 36,285.00 9Division 10: Specialties1LS $ 36,285.00 $ 41,157.00 10Division 12: Furnishings1LS $ 41,157.00 $ 58,105.00 11Division 21: Fire Suppression1LS $ 58,105.00 $ 279,026.00 12Division 22: Plumbing1LS $ 279,026.00 Division 23: Heating, Ventilating, and Air $ 181,080.00 131LS $ 181,080.00 Conditioning (HVAC) $ 552,560.00 14Division 26: Electrical1LS $ 552,560.00 Unit Price ItemDescriptionQtyUnitAmount $ 31,957.00 15Division 27: Communications1LS $ 31,957.00 Division 28: Electronic Safety and $ - 161LS $ - Security $ 18,157.00 17Division 31: Earthwork1LS $ 18,157.00 $ 82,150.00 18Division 32: Exterior Improvements1LS $ 82,150.00 $ 447,894.00 19Division 33: Utilities1LS $ 447,894.00 $ 24,210.00 20Division 34: Transportation1LS $ 24,210.00 $ - 21Division 02: Existing Conditions Î Remediation1LS $ - $ 50,000 22Construction Permits1Allow50,000.00$ $ 3,322,512.00 TOTAL BASE BID The lowest responsible bidder shall be selected based on the total base bid. The City reserves the right to award the Base Bid, and any, all, or none of the add-alternate bid items (if any). CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The undersigned bidder hereby proposes to complete the Work for the total base bidamount shown above, within two-hundred fifty(250) working daysafter the commencement date stated in the Notice to Proceed. The liquidated damages amount,in lieu of the amount specified in Subsection 6-9 of the Standard Specifications, shall be $1,200per calendar day. LOENGREEN INC Name of Firm Signature of BIDDER President Title (If an individual, so state.If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) P-3of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION STATEMENT BIDDER understands and agrees that this Bid Proposal, Contract Documents and subsequent Construction Contract Agreement shall constitute the entire agreement between BIDDER and the AGENCY only after it has been accepted by the City Council, endorsed by the Clerk of the Council with her signature and official seal noting hereon the action of approval of the Council, signed by the Public Works Agency Executive Director or his/her duly authorized agent, and signed by the City Attorney, denoting his approval of the form of this document, and its execution, and when it or an exact copy of it has been either delivered to BIDDER or deposited with the United States Postal Service properly addressed to the BIDDER with the correct postage affixed thereto. BIDDER further agrees that upon delivery (as defined above) of the accepted agreement he/she will furnish AGENCY all required bonds and certificate of liability insurance within ten (10) business days or the funds, check, draft, or BIDDERS bond substituted in lieu thereof accompanying this proposal shall become the property of the AGENCY and shall be considered as payment of damages due to the delay and other causes suffered by AGENCY because of the failure to furnish the necessary bonds and because it is distinctly agreed that the proof of damages substituted in lieu thereof shall be returned to the undersigned. BIDDER understands that a bid is required for the entire work, the estimated quantities set forth in the bid schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. The BIDDER also certifies that the bid is a balanced bid. In accordance with Section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct. LOENGREEN INC Name of Firm Signature of BIDDER President Title (If an individual, so state.If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer andManager, thereof.) P-4of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION NG AND REGISTRATION STATEMENT The undersigned contractor, or corporate officer, declares under penalty of perjury that he/she and all his/her subcontractors are registered with the State of California Department of Industrial Relations (DIR), and that the following is true and correct. LOENGREEN INC 2837 James M Wood Blvd, Los Angeles, CA 90006 Business Address: estimator1@lg-enc.com Business E-Mail Address: 833-655-2278 Telephone: 1036448 A & B 03/30/2026 License Expiration Date: State Dept. of Industrial Relations (DIR) 1000526947 Registration No.: State Dept. of Industrial Relations (DIR) 06/30/2026 Registration Expiration Date: Signed: President Title: P-5of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION PREVAILING WAGE COMPLIANCE AND MONITORING STATEMENT Contractor is aware of the requirements of California Labor Code Section 1720, et seq., as well as require the payment of prevailing wage rates and the perfor total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the services available business and at the project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. The undersigned certifies that the foregoing is true and correct. LOENGREEN INC Name of Firm Signature of BIDDER President Title (if an individual, so state) P-6of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION LIST OF SUB-CONTRACTORS Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors with the bid for all subcontract work exceeding the following amount: o Streets, highways including bridge projects: ½% of the bid or $10,000, whichever is greater o Buildings, parks, or other projects: ½% of the bid Section 1725.5 of the Public Contract Code requires all Subcontractors be registered with the State Department of Industrial Relations (DIR). BIDDER proposes to subcontract certain portions of the work to the firms listed below: NameName License #/Exp.License #/Exp. DIR Reg. #/Exp.DIR Reg. #/Exp. LocationLocation PhonePhone Type Of WorkType Of Work Amount $Amount $ Continental Marble & Tile Co. NameName License #/Exp.License #/Exp. 394, 10/31/2026 DIR Reg. #/Exp.DIR Reg. #/Exp. 1000002594, 6/30/2027 License #License # LocationLocation 2460 Anselmo Drive, Corona, CA 92879 PhonePhone (951) 284-1776 Type Of WorkType Of Work Tilng Amount $Amount $ $36,025.00 NameName License #/Exp.License #/Exp. DIR Reg. #/Exp.DIR Reg. #/Exp. License #License # LocationLocation PhonePhone Type Of WorkType Of Work Amount $Amount $ Signature of Bidder P-9of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION LIST OF SUB-CONTRACTORS Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors with the bid for all subcontract work exceeding the following amount: o Streets, highways including bridge projects: ½% of the bid or $10,000, whichever is greater o Buildings, parks, or other projects: ½% of the bid Section 1725.5 of the Public Contract Code requires all Subcontractors be registered with the State Department of Industrial Relations (DIR). BIDDER proposes to subcontract certain portions of the work to the firms listed below: Westco Service Company Choice Builder Solutions, LLC NameName License #/Exp.License #/Exp. 1032593, 2/28/2027 670542, 5/31/2027 DIR Reg. #/Exp.DIR Reg. #/Exp. 1000060248, 6/30/20261000000840, 6/30/2028 LocationLocation 9691 SUNLAND BLVD SHADOW HILLS, CA 91040 4335 E. Lowell St, Suite D, Ontario, CA 91761 PhonePhone (818) 504-6353 (805) 236-7533 Type Of WorkType Of Work HVAC Toilet Patition Amount $Amount $ $17,550.00 $149,588.00 Verne’s Plumbing, Inc. NameName Johnson Controls Fire Protection LP 986047, 8/31/2027 License #/Exp.License #/Exp. 674077, 7/31/2027 1000000576, 6/30/2028 DIR Reg. #/Exp.DIR Reg. #/Exp. 1000000572, 6/30/2028 License #License # LocationLocation 3568 Ruffin Road South, San Diego, CA 92123 8561 Whitaker St., Buena Park, CA 90621 619-458-6758 PhonePhone (714) 994-1971 Type Of WorkType Of Work PlumbingFIre alarm $26,344.92 Amount $Amount $ $480,500.00 Extreme Plates, LLC THE CL FRONTIER FIRE INC NameName License #/Exp.License #/Exp. 1044552, 9/30/2026 1042729, 8/31/2026 DIR Reg. #/Exp.DIR Reg. #/Exp. 1001079160, 6/30/2027 1000649792, 6/30/2027 License #License # 7439 LA PALMA AVE #146 BUENA PARK, CA 90620 LocationLocation PO Box 42, Yucaipa, CA 92399 PhonePhone (213) 219-3388 (909) 321-4900 Type Of WorkType Of Work Fire sprinkler Earth moving Amount $Amount $ $45,000.00 $10,822.38 Signature of Bidder P-9of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION LIST OF SUB-CONTRACTORS Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors with the bid for all subcontract work exceeding the following amount: o Streets, highways including bridge projects: ½% of the bid or $10,000, whichever is greater o Buildings, parks, or other projects: ½% of the bid Section 1725.5 of the Public Contract Code requires all Subcontractors be registered with the State Department of Industrial Relations (DIR). BIDDER proposes to subcontract certain portions of the work to the firms listed below: CamMer Electric, Inc. NameName License #/Exp.License #/Exp. 1103398, 4/30/2027 1001035239, 6/30/2027 DIR Reg. #/Exp.DIR Reg. #/Exp. LocationLocation 117 S. Pennsylvania Ave, Unit B, Glendora, CA 91741 PhonePhone (619) 882-4556 Type Of WorkType Of Work Electrical Amount $Amount $ $456,463.00 NameName License #/Exp.License #/Exp. DIR Reg. #/Exp.DIR Reg. #/Exp. License #License # LocationLocation PhonePhone Type Of WorkType Of Work Amount $Amount $ NameName License #/Exp.License #/Exp. DIR Reg. #/Exp.DIR Reg. #/Exp. License #License # LocationLocation PhonePhone Type Of WorkType Of Work Amount $Amount $ Signature of Bidder City Council20 P-9of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION REFERENCES The following are the names, addresses, and telephone numbers for THREEpublic agencies for which the BIDDER has performed similar work within the past three years. City of Ontario – 303 E B St, Ontario, CA 91764 1. Name and Address of Owner. Adrian Escamilla (909-395-2635) Name and Telephone Number of person familiar with project. New commercial building $4,040,000 Contract AmountType of WorkDate Completed City of Placentia – 405 E Chapman Ave, Placentia, CA 92870 2. Name and Address of owner. Christopher Tanio (714-993-8132) Name and Telephone Number of person familiar with project. Tenant improvement05/26/2024 $1,728,000 Contract AmountType of WorkDate Completed City of Santa Ana – 20 Civic Center Plaza, Santa Ana, CA 91702 3. Name and Address of owner. Gerado Padilla (gpadilla5@santa-ana.org) Name and Telephone Number of person familiar with project. Tenant improvement02/21/2025 $915,000 Contract AmountType of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds. Aaaron Fosburg/ Addured Partners/ 2913 S Pullman St, Santa Ana, CA 92705/ 714-808-2524 P-10of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION ADDITIONAL REFERENCES The following are the names, addresses, and telephone numbers for THREEpublic agencies for which the BIDDER or Subcontractorhas performed similar work in the past fiveyears. 1. City of Pomona Name and Address of Owner. Matt Pilarz (909-620-2311) Name and Telephone Number of person familiar with project. Tenant improvement07/31/2024 $380,000 Contract AmountType of WorkDate Completed 2. Name and Address of owner. Name and Telephone Number of person familiar with project. Contract AmountType of WorkDate Completed 3. Name and Address of owner. Name and Telephone Number of person familiar with project. Contract AmountType of Work Date Completed P-11of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION NON-DISCRIMINATION CERTIFICATE The undersigned contractor or corporate officer, during the performance of this contract, certifies as follows: 1.The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2.The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerationfor employment without regard to race, color, religion, sex, or national origin. 3.The Contractor shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4.The Contractor shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5.The Contractor shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6.-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated,or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. P-13of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION 7.The Contractor shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in theevent the Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the Contractor may request that the United States enter into such litigation to protect the interests of the United States. 8.Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended,no discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any contractor of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: President Title: LOENGREEN INC Firm: 08/28/2025 Date: P-14of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION STATEMENT REGARDING APPRENTICESHIP REQUIREMENTS The undersigned BIDDER is familiar with the requirements of Section 1777.5 of the State Labor Code regarding employment of apprentices, and understands that contractors on contracts exceeding $30,000 or 20 working days shall: 1.Apply to the joint apprenticeship committee administering the apprenticeship standards of the craft or trade in the area of the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. 2.Employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the apprenticeship standards. 3.Contribute to the fund or funds in each craft or trade in which he/she employs journeymen or apprentices on the public work, in the same amount or upon the same basis and in the same manner as the other contractors, except contractors not signatory to the trust agreement shall pay a like amount to the California Apprenticeship Council. Signed: President Title: LOENGREEN INC Firm: 08/28/2025 Date: P-15of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION STATEMENT REGARDING -IREMENTS The undersigned is submitting this proposal for performing by contract the work required by these - supplemented in the Department of Labor regulations (29 CFR, Part 3). This act provides that each contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction or repair of public work, to give up any part of the compensation to which he/she is otherwise entitled. Signed: Title: President LOENGREEN INC Firm: P-16of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION FLEET COMPLIANCE CERTIFICATION policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 hereby certifies, subject to penalty for perjury, that the option checked below relating to the The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids). The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4). The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto. LOENGREEN INC Name of Bidder: Signature: Jeong Won Hong Name: President Title: Date:08/28/2025 P-17of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION PUBLIC CONTRACT CODESECTION 10162 QUESTIONNAIRE In conformance with Public Contract Code Section 10162, the BIDDER shall complete, under penalty of perjury, the following questionnaire: Has the BIDDER, any officer of the BIDDER, or any employee of the BIDDER who has a proprietary interest in the BIDDER, ever been disqualified, removed, orotherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, explain the circumstances in the following space. P-18of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION STATEMENT REGARDINGCOMMUNITY WORKFORCEAGREEMENT (CWA) REQUIREMENTS This is to certify that the undersigned BIDDER, and subcontractors, have read and understood the CWA entered into by and between the City of Santa Ana, the Los Angeles/Orange Counties Building and Construction Trades Council, and the signatory Craft Councils and Local Unions, effective as of June 6, 2023. The undersigned BIDDER hereby agrees to comply with all terms and conditions of the CWA, and is capable of completing construction of the project continuously, and without interruptions or delays.If awarded any work covered by the CWA, BIDDER will also be required to sign the Letter of Assent that appears as Attachment A to the CWA. The undersigned BIDDER has reviewed the Public Works Construction Permit and required deposit described in Section 2-2a and the Notice of Inviting Bids. Signed: President Title: LOENGREEN INC Firm: 08/28/2025 Date: P-19of P-19 CITY OF SANTA ANA CONSTRUCTION CONTRACT PROJECT 22-6023 SANTA ANA CYPRESS CENTER RESTORATION This CONSTRUCTION CONTRACT is made and entered into this 21st day of October 2025 by and between the City of Santa Ana, California, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California (hereinafter “CITY”), and Loengreen Inc. (hereinafter “CONTRACTOR”). WITNESSETH: The CITY and the CONTRACTOR, for the consideration hereinafter named, mutually agree as follows: 1. CONTRACTOR agrees to perform all the work and furnish all the materials at its own cost and expense necessary to construct and complete in a good and workmanlike manner and to the satisfaction of the City Engineer of the CITY, the Santa Ana Cypress Center RestorationProject (hereinafter referred to as the “WORK OF IMPROVEMENT”) identified in and in accordance with the Contract Documents prepared by the City’s Public Works Agency and approved by the City Council. 2. The complete Construction Contract consists of the “Contract Documents” as defined by the Standard Specifications for Public Works Construction and which include the following: Notice Inviting Bids Information to Bidders Bid Proposal Bid Bond Contract Form Contract Bonds General Provisions Special Provisions Technical Provisions and Project Plans Community Workforce Agreement Appendices In case of conflict between the Contract Documents, the precedence of documents shall be as established in the Standard Specifications for Public Works Construction. 3.CITY agrees to pay and CONTRACTOR agrees to accept in full payment to complete the WORK OF IMPROVEMENT the sum total amount not to exceed Three Million Three Hundred Twenty-Two Thousand Five Hundred Twelve Dollars and No Cents ($3,322,512.00),asset forth and identified in the BID PROPOSAL, which is attached hereto and incorporated herein as Exhibit “A.” The BID PROPOSAL contains a schedule of unit price(s) or lump sum(s) based on approximate quantities only, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable. rev. 09/01/2017 Page 1 of 3 4. CONTRACTOR agrees to complete the WORK OF IMPROVEMENT within the time specified in the Time for Completion of Improvements section of the BID PROPOSAL (Exhibit “A”) including commencing construction within the timeframe therein specified after issuance of a Notice to Proceed. 5. The CONTRACTOR will pay, and will require all subcontractors to pay, all employees on the WORK OF IMPROVEMENT a salary or wage at least equal to the prevailing salary or wage established for such work as set forth in the wage determinations for this work in accordance with applicable State and Federal law. 6. If applicable, the CONTRACTOR shall adhere to the CITY’S Community Workforce Agreement (CWA), a pre-hire collective bargaining agreement, which establishes the labor relations policies and procedures for CONTRACTOR to follow in the crafts persons employed to complete the WORK OF IMPROVEMENT as more fully described in the CWA. The CWA may be found on the City’s website at: http://www.santa-ana.org/pwa/documents/CWA.pdf 7. CONTRACTOR shall, after award of this Contract, furnish two bonds to be approved by the CITY, one in the amount of One Hundred Percent (100%) of the Contract price, to guarantee the faithful performance of the work (Performance Bond), and one in the amount of One Hundred Percent (100%) of the Contract price to guarantee payment of all claims for labor and materials furnished (Payment Bond). This Contract shall not become effective until such bonds are supplied to and approved by the CITY. 8. CONTRACTOR shall, prior to the release of the performance and payment bonds or the retention payment, furnish a warranty performance and payment bond (Warranty Bond). Said Warranty Bond shall also be required as a condition of project acceptance. For projects up to Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of Ten Thousand Dollars ($10,000) or Twenty Percent (20%) of the final contract price. For projects above Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of One Hundred Thousand Dollars ($100,000) or Ten Percent (10%) of the final contract price. 9. CONTRACTOR shall, after award of this Contract, furnish Certificates of Liability Insurance and Worker’s Compensation Insurance as outlined in the General Provisions, to be approved by the CITY. 10. INDEMNIFICATION. To the fullest extent allowed by law, CONTRACTOR and its Subcontractors hereby agree to defend, indemnify, and hold harmless CITY, its City Council, boards and commissions, officers, agents, employees, representatives and volunteers (hereinafter collectively referred to as "Indemnitees"), through legal counsel acceptable to CITY, from and against any liability, claims, actions, costs, damages or losses, including reasonable costs and attorney’s fees, for injury, including death to any person or damage to any property, arising directly or indirectly from, or in any manner relating to, any of the following: (i) Performance or nonperformance of the Work of Improvement by CONTRACTOR or its Subcontractors of any lower tier; (ii) Performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier, of any of the obligations under the Contract Documents; Page 2 of 3 (iii)The construction activities of CONTRACTOR or its Subcontractors of any lower tier, either on the project site or on other properties; (iv)The payment or nonpayment by CONTRACTOR ofany of itsSubcontractors of any lower tier, for Workof Improvementperformed on or off theproject site; and (v)Any personal injury, property damage or economic loss to third persons related to and arising fromthe performance or nonperformance by CONTRACTOR or itsSubcontractors of any lower tier, of the Work of Improvement. (vi)The indemnity obligations of Subcontractors provided by this Section shall be included in all subcontract documents issued by CONTRACTOR. Nothing in the Contract Documents shall be construed to give rise to any implied right of indemnity in favor of CONTRACTOR against CITY or any other Indemnitee. IN WITNESS WHEREOF, the parties hereto have executedthis Construction Contract onthe day and year first above written. ATTEST:CITY OF SANTA ANA JENNIFER L. HALLALVARO NUÑEZ City ClerkCity Manager APPROVED AS TO FORM: SONIA R. CARVALHO CONTRACTOR: City AttorneyLoengreenInc. By: KYLE NELLESEN NAME: Jeong Won Hong Assistant City AttorneyTITLE: President RECOMMENDED FOR APPROVAL: Ejhjubmmz!tjhofe!cz!Spepmgp!Sptbt! EO;!do>Spepmgp!Sptbt-!fnbjm>ssptbtAtboub. bob/psh-!d>VT! Spepmgp!Sptbt Ebuf;!3136/21/17!26;26;17!.18(11( RODOLFO ROSAS, PE ActingExecutive Director Public Works Agency Page 3 of 3 EXHIBIT A CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION BID PROPOSAL TO: CITY COUNCIL OF THE CITY OF SANTA ANA LOENGREEN INC FROM: REQUIREMENT: The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents in its entirety and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule: Unit Price ItemDescriptionQtyUnitAmount $ 66,077.00 1Division 01: General Requirements1LS $ 66,077.00 $ 115,060.00 2Division 02: Existing Conditions1LS $ 115,060.00 $ 113,920.00 3Division 03: Concrete1LS $ 113,920.00 $ 237,116.00 4Division 05: Metals1LS $ 237,116.00 $ 355,894.00 5Division 06: Wood, Plastics, and Composites1LS $ 355,894.00 $ 201,772.00 6Division 07: Thermal and Moisture Protection1LS $ 201,772.00 $ 162,833.00 7Division 08: Openings1LS $ 162,833.00 $ 267,259.00 8Division 09: Finishes1LS $ 267,259.00 $ 36,285.00 9Division 10: Specialties1LS $ 36,285.00 $ 41,157.00 10Division 12: Furnishings1LS $ 41,157.00 $ 58,105.00 11Division 21: Fire Suppression1LS $ 58,105.00 $ 279,026.00 12Division 22: Plumbing1LS $ 279,026.00 Division 23: Heating, Ventilating, and Air $ 181,080.00 131LS $ 181,080.00 Conditioning (HVAC) $ 552,560.00 14Division 26: Electrical1LS $ 552,560.00 Unit Price ItemDescriptionQtyUnitAmount $ 31,957.00 15Division 27: Communications1LS $ 31,957.00 Division 28: Electronic Safety and $ - 161LS $ - Security $ 18,157.00 17Division 31: Earthwork1LS $ 18,157.00 $ 82,150.00 18Division 32: Exterior Improvements1LS $ 82,150.00 $ 447,894.00 19Division 33: Utilities1LS $ 447,894.00 $ 24,210.00 20Division 34: Transportation1LS $ 24,210.00 $ - 21Division 02: Existing Conditions Î Remediation1LS $ - $ 50,000 22Construction Permits1Allow50,000.00$ $ 3,322,512.00 TOTAL BASE BID The lowest responsible bidder shall be selected based on the total base bid. The City reserves the right to award the Base Bid, and any, all, or none of the add-alternate bid items (if any). CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The undersigned bidder hereby proposes to complete the Work for the total base bidamount shown above, within two-hundred fifty(250) working daysafter the commencement date stated in the Notice to Proceed. The liquidated damages amount,in lieu of the amount specified in Subsection 6-9 of the Standard Specifications, shall be $1,200per calendar day. LOENGREEN INC Name of Firm Signature of BIDDER President Title (If an individual, so state.If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) P-3of P-19 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 22-6023 CYPRESS CENTER RESTORATION STATEMENT BIDDER understands and agrees that this Bid Proposal, Contract Documents and subsequent Construction Contract Agreement shall constitute the entire agreement between BIDDER and the AGENCY only after it has been accepted by the City Council, endorsed by the Clerk of the Council with her signature and official seal noting hereon the action of approval of the Council, signed by the Public Works Agency Executive Director or his/her duly authorized agent, and signed by the City Attorney, denoting his approval of the form of this document, and its execution, and when it or an exact copy of it has been either delivered to BIDDER or deposited with the United States Postal Service properly addressed to the BIDDER with the correct postage affixed thereto. BIDDER further agrees that upon delivery (as defined above) of the accepted agreement he/she will furnish AGENCY all required bonds and certificate of liability insurance within ten (10) business days or the funds, check, draft, or BIDDERS bond substituted in lieu thereof accompanying this proposal shall become the property of the AGENCY and shall be considered as payment of damages due to the delay and other causes suffered by AGENCY because of the failure to furnish the necessary bonds and because it is distinctly agreed that the proof of damages substituted in lieu thereof shall be returned to the undersigned. BIDDER understands that a bid is required for the entire work, the estimated quantities set forth in the bid schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. The BIDDER also certifies that the bid is a balanced bid. In accordance with Section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct. LOENGREEN INC Name of Firm Signature of BIDDER President Title (If an individual, so state.If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer andManager, thereof.) P-4of P-19 CITY OF SANTA ANA FY 25/26CIP CAPITAL IMPROVEMENT PROJECT WORKSHEET PROJECT DESCRIPTION: PROJECT NEED: PROJECT TITLE: The historic Cypress Fire Station will be rehabilitated into a new This building has been sitting vacant for years and has suffered Cypress Fire Station Improvements Police Athletic and Activity League (PAAL) center. Work is to be continual break-ins and extreme vandalism. done includes repairing damaged windows and exterior doors, reconfiguring floor plan to reflect new programming and code PROJECT CATEGORY: compliance, provide all new infrastructure, and installing new City & Park Facility Improvements finishes. SBR #2402 for $3,500,000 was approved to fund this Facility project. LOCATION MAP PROJECT COSTS FY 25/26FY 26/27FY 27/28FY 28/29FY 29/30FY 30/31FY 31/32 Construction3,894,340------ 3,894,340------ TOTAL SOURCE OF FUNDS FY 25/26FY 26/27FY 27/28FY 28/29FY 29/30FY 30/31FY 31/32 GENERAL FUND3,894,340------ 3,894,340------ TOTAL AGENCY:DIVISION:CONTACT:DATE: Public WorksParks, Fleet & FacilitiesMike Ortiz, Deputy PW Director / Parks, Fleet, and 23-Sep-2025 Facilities Public Works Agency www.santa-ana.org/pw Item # 16 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land Pursuant to the California Surplus Land Act AGENDA TITLE Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land Pursuant to the California Surplus Land Act and Directing the City Manager or their Designee to Comply with the Requirements of Government Code §54220 et seq. for the Sale and Activation of Surplus Land RECOMMENDED ACTION 1.Adopt a resolution declaring City-owned property as surplus land and exempt surplus land and direct the City Manager or designee to comply with the requirements of Government Code §54220 et seq. for the sale and transfer of ownership accordingly. RESOLUTION NO. 2025-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA DECLARING VARIOUS PROPERTIES AS SURPLUS LAND AND EXEMPT SURPLUS LAND AND DIRECTING THE CITY MANAGER TO FOLLOW THE PROCEDURES SET FORTH IN THE SURPLUS LAND ACT, CALIFORNIA GOVERNMENT CODE SECTION 54220, ET SEQ., AS AMENDED, FOR THEIR DISPOSITION 2.Determine that, pursuant to the California Environmental Quality Act, the recommended actions are exempt from further review pursuant to Section 15312 (Surplus Government Property Sales). GOVERNMENT CODE §84308 APPLIES: No DISCUSSION Background The Public Works Agency Engineering Services Division (PWA) is responsible for the administration and oversight of all capital improvement projects in the City. The City owns real property assets that were acquired for various roadway improvement projects and are remnant parcels following the completion of the projects. Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land and Exempt Surplus Pursuant to the California Surplus Land Act October 21, 2025 Page 2 The activation of these vacant lots will promote neighborhood improvements, while reducing City liability and the growing expenses of maintaining these lots for fencing and weed abatement on a routine basis. Staff recommends that these remnant parcels be sold off and developed to promote economic activity in the City and augment tax bases to further support City services and operations. Disposition and Activation The disposition process of all remnant parcels must abide by the Surplus Land Act (SLA) regulations prior to being sold on the open market. The SLA requires all local agencies to prioritize affordable housing, parks, and open space when disposing of surplus land and only after exhausting those options can the parcels be sold for other uses. If the SLA process concludes and no viable affordable housing or park development materializes, staff intends to market the parcels to promote the highest and best use developments. The adopted General Plan and Bristol Corridor Specific Plan (SP-1) guide the future development potential of the remnant parcels. These plans establish the land use and zoning for the remnant parcels, most of which are zoned for commercial use and some for residential and open space use. Some remnant parcels are too small to be developed independently and will be either consolidated or sought to be sold to adjacent properties. Parcels designated for residential use are likely to develop as single-family residences due to their size and adjacent uses. The parcels designated for commercial uses have a variety of potential development options. Staff has identified that the highest sales tax producing commercial uses for the remnant lots on Bristol Street and Warner Avenue would be high-volume drive-through food service establishments, for example, In-n-Out, Dutch Bros Coffee, and Chick-fil-A. For the commercial parcels, staff will seek to sell to a developer who intends to develop the parcels and demonstrates an ability to attract high sales tax producing businesses. To facilitate this, staff intends to consolidate remnant commercial parcels to form larger parcels adequate for those types of developments. Some parcels are designated as open space along Bristol and Warner, but will be reevaluated as part of the ongoing zoning code update for potential designation as commercial. However, as noted, potential commercial development will come after completing the SLA process. Surplus Land Designation and Process The legislation requires that the land must be declared as either surplus land or exempt surplus land, supported by written findings before a local agency take any action to dispose of land. Staff has identified 25 City-owned properties as surplus land and 22 City-owned properties as exempt surplus land. Generally, all properties are surplus land unless they meet exemption requirements, such as being under 21,780 square feet in area. Adoption of the Resolution would declare eligible City-owned vacant properties as surplus land and others as exempt surplus land to fulfil SLA requirements, based on qualifying categories (Exhibit 1-2). Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land and Exempt Surplus Pursuant to the California Surplus Land Act October 21, 2025 Page 3 The procedures set forth in California Government Code Section 54220 et seq. must be followed any time City-owned land is disposed of. The procedure requires the City to offer the sale or lease of surplus land to certain public entities for a period of 60 days, as follows: 1.For the purpose of developing low- and moderate-income housing, a written notice of availability of the surplus land shall be sent to any “local public entity” as defined in Health and Safety Code Section 50079 within whose jurisdiction the surplus land is located and to “Housing Sponsors” that have notified the California Department of Housing and Community Development (“HCD”) of their interest in surplus land. Local public entities to be notified include the City of Santa Ana Housing Authority. 2.For open-space purposes, a written notice of availability of the surplus land shall be sent to the City of Santa Ana Parks and Recreation Agency, the County of Orange OC Parks, and the State Resources Agency or any agency that may succeed to its powers. 3.For the purpose of use by a school district for school facilities construction or open-space purposes, a written notice of availability of the surplus land shall be sent to the Santa Ana Unified School District. If the City receives a letter of interest from any of the above entities, the City would enter into good faith negotiations concerning the price and terms of the sale with that entity for a period of 90 days. If the price or terms cannot be agreed upon after 90 days, or if no entity gives notice of interest, the City may sell the surplus land without further regard to the surplus land procedures, except that any residential development on the surplus land that contains 10 or more units must restrict 15% of the units for affordable housing. Nothing in the surplus land procedures requires the City to sell surplus land at less than fair market value. If the end of the 90-day negotiation period does not result in successful negotiations, staff will proceed with disposition via the Request for Proposal (RFP) process, consistent with previous methodology approved and utilized for disposition of properties with restricted sale of proceeds, such as using grant funds for the acquisition of land. Purchase and Sale Agreements (PSA) for the sale of these properties would be brought to the City Council for consideration at a future date, following all necessary evaluation periods. In addition to designating land surplus, Staff categorized exempt surplus land for all eligible substandard parcels not fit for independent development per existing use. Resolution Declaring City-Owned Properties as Surplus Land and Exempt Surplus Land and Exempt Surplus Pursuant to the California Surplus Land Act October 21, 2025 Page 4 Adoption of the Recommended Action will designate both surplus and exempt surplus land, which is the first action necessary to move forward in fulfilling the SLA process. Notice of Exemption Determination The land proposed to be declared as exempt is supported by Section 103(c)(3)(a) small surplus land parcels category, in which the land is less than the 21,780 square feet in area; and is not contiguous to land owned by a local agency that is used for open-space or low and moderate income housing purposes. Additionally, many of the parcels also qualify under Section 103(c)(6) surplus street land, which is a former street, right of way, or easement, and is conveyed to an owner of an adjacent property. In alignment with Government Code 54221 subd. (f)(1)(b), Notice of Exemption determination shall be provided to the State’s Department of Housing and Community Development at least 30 days prior to disposition. Once SLA requirements are met, Staff will present a new item for consideration of disposition in compliance with the Santa Ana Municipal Code Section 2-706 Sale to Owners of Adjoining Property, and Section 2-709 Exceptions to transfer ownership of substandard vacant land. ENVIRONMENTAL IMPACT Pursuant to the California Environmental Quality Act (CEQA), the recommended actions are exempt from further review pursuant to Section 15312 (Surplus Government Property Sales). If development is proposed on the Properties by a subsequent buyer, that development would be reviewed under CEQA. FISCAL IMPACT There is no fiscal impact for this action at this time. Costs for maintaining vacant lots have escalated over recent years, with charges for installation, rental fees, damaged material replacement fees, and emergency fencing requests as needed. Selling remnant land will help generate funding that will support street improvements and right- of-way maintenance as well as contribute to the City’s property tax and sales tax base. Staff will return to Council in the future to consider and approve any land transactions as a result. EXHIBIT(S) 1.Resolution Designating Various Properties 2.Location Maps Submitted By: Rodolfo Rosas, P.E., Acting Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager EXHIBIT 1 RESOLUTION NO. 2025-XXX A RESOLUTIONOFTHE CITY COUNCIL OF THE CITY OF SANTA ANA DECLARING VARIOUS PROPERTIES AS SURPLUS LAND AND EXEMPT SURPLUS LAND AND DIRECTING THE CITY MANAGER TO FOLLOW THE PROCEDURES SET FORTH IN THE SURPLUS LAND ACT, CALIFORNIA GOVERNMENT CODE SECTION 54220, ET SEQ., AS AMENDED, FOR THEIR DISPOSITION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Councilof the City of Santa Ana hereby, finds, determines and declares as follows: A.The City of Santa Ana (the “City”) is the owner of real property assets thathave been acquired forvariousroadway improvementprojects now completed, as described on Exhibit A (collectively, the “Properties”). B.The Properties are leftoverparcels from full parcel acquisitions that were made following the City’s environmental analysis that the project impacts could not be adequately mitigated if only partial acquisitions were made. C. The Properties remain vacant. D. The City’s Public Works Agency has ongoing fencing and cleanup costs associated with maintenance and security of the Properties. E. There are frequent calls from the public inquiring about site maintenance, clean-up, vacant status, and/or expressing support for development of the Properties. F. Proceeds from the sale of the Properties will benefit the Bristol Corridor and Warner Avenue Improvements projects, and the property tax generated may provide funding to enhance City services, and the future development of the Properties would eliminate blight and promote neighborhood liability and sustainability. G. The Properties have become surplus within the meaning of the California Surplus Land Act (“SLA”), Government Code section 54220 et seq., as amended, and are not necessary for the City’s use. EXHIBIT 1 A portion of the Properties are “exempt” under the SLA, as further identified in Exhibit A. Exempt Properties may be declared “exempt surplus land” and must be supported by written findings before a local agency may take any action to dispose of the Properties consistent with statutory requirements, SLA guidelines, and/or a local agency’s policies or procedures. The exemptProperties qualifyunder Government Code section 54221(f)(1)(B). Specifically, the exempt Properties are less than one- half acre in area and are not contiguous to land owned by a state or local agency that is used for open-space or low- and moderate-income housing purposes. the characteristics listed under Government Code section None of 54221, subdivision (f)(2) apply to the Properties. Specifically, the Properties are not within a Coastal Zone, nor are they adjacent to a historical unit of the State Parks System, nor are they listed on, or determined by the State Office of Historic Preservation to be eligible for, the National Register of Historic Places, nor are they within the Lake Tahoe region as defined in Government Code section 66905.5, otherwise the City would be required to provide a written notice of availability for open-space purposes to entities described in Government Code section 54222, subdivision (b). The City is determining that the Properties identified in Exhibit A are, in fact, both surplus and exempt surplus land under the SLA and City will notify the Department of Housing and Community Development no less than thirty (30) days prior to the disposing of any exempt surplus land. Section 2. T Council hereby finds and declares that the Properties are no he City longer necessary for the City’s use and are therefore exempt surplus land, as terms defined in California Government Code section 54221, as amended, based on the true and correct written findings found in Section 1, incorporated herein by this reference. Section 3.The City Council hereby authorizes the City Manager to follow the procedures of theSurplus Land Act, California GovernmentCode section54220, et seq., as amended, with respect to the disposition of the Properties. Section 4.Any proposed agreements for the sale of the Properties shall be subject to the approval of the City Council. Section 5. Sales of the Properties as surplus are exempt from environmental EXHIBIT 1 review under the California Environmental Quality Act (“CEQA”) pursuant to CEQA Guidelines section 15312 (Surplus Government Property Sales).However, if development was proposed on the Properties by a subsequent buyer, then that development would be reviewed under CEQA. Section6. This Resolution shall take effect immediately upon its adoption by the CityCouncil,and the Clerkof theCouncilshallattesttoandcertifythe voteadopting this Resolution. ADOPTED this day of , 2025 ValerieAmezcua Mayor APPROVEDASTOFORM: SoniaR.Carvalho,CityAttorney By: Kyle Nellesen AssistantCityAttorney AYES:Councilmembers NOES:Councilmembers ABSTAIN:Councilmembers NOTPRESENT:Councilmembers EXHIBIT 1 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, JENNIFER L. HALL ,CityClerk,doherebyattest toand certifythe attached Resolution No.2025-XXXtobetheoriginalresolutionadoptedbytheCityCounciloftheCityofSanta Ana on . Date: CityClerk EXHIBIT 1 EXHIBIT 1 Community Development Agency www.santa-ana.org/cd Item # 17 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Ayuda Sin Fronteras Program – Tenant Assistance Update AGENDA TITLE Ayuda Sin Fronteras Program – Tenant Assistance Update RECOMMENDED ACTION Receive and file and provide direction to staff. GOVERNMENT CODE §84308 APPLIES: No DISCUSSION On July 1, 2025, the City of Santa Ana (“City”) City Council unanimously adopted Resolution No. 2025-031 reaffirming the City’s commitment to Senate Bill 54, the California Values Act, and the City’s Sanctuary City policies. The resolution also directed staff to implement support to individuals and families impacted by the raids from the U.S. Immigration and Customs Enforcement (ICE) operations. At that same meeting, the City Council directed Staff to establish an emergency assistance program and allocated $100,000 in the City’s Fiscal Year 2025-26 budget to assist residents experiencing economic instability due to ICE activity. Ayuda Sin Fronteras Program (“ASF”) is a program implemented reposnsive to the City Council’s directive assisting residents in the City who have been impacted by ICE activities. After Staff met and discussed how ASF could be designed to provide prompt assistance to residents, rental and utility assistance were determined to be an ideal way to assist low- to moderate-income residents with living expenses that could provide one month of emergency rental arrear payments and/or a utility assistance payment of up to $500 per household. This financial assistance is limited to one-time support per eligible household on a first come first served basis. ASF guidelines, application forms, certification forms, receipt of payment forms, and all marketing materials were developed in English, Spanish, and Vietnamese. City staff undertook significant outreach efforts, which was important to build trust with residents, help identify renters who needed assistance, and implement ASF in a short timeframe in order to provide need to those renters who were impacted by ICE detentions and deportation actions. Ayuda Sin Fronteras Program – Tenant Assistance Update October 21, 2025 Page 2 Community Partnerships Collaboration with community organizations was integral to ASF outreach efforts and trust-building. Key referral and support partners included, but were not limited to: Public Law Center Santa Ana Unified School District’s Family and Community Engagement (FACE) Team South County Cross Cultural Council El Centro Cultural de México Western Youth Services These partnerships have helped ensure that immigrant and mixed-status households can safely access assistance and navigate the application process. ASF Program Status Staff has made significant progress in processing both rental and utility assistance applications, and ASF is expected to fully expend its $100,000 allocation by the end of October 2025. As of October 6, 2025, ASF has approved $89,273.88 in financial assistance—representing approximately 89% of the total $100,000 allocation—with an additional $10,726.12 in pending rental assistance under review. To date, ASF has served 101 households (198 individuals), broken down as follows: 81 households received utility assistance only 5 households received rental assistance only 15 households received both rent and utility support o Average rental assistance payment of $1,851.26 Demand for utility assistance was especially high due to ASF’s rapid delivery mechanism and relatively lower documentation thresholds required by landlords. Households who participated in ASF experienced sudden loss of household income due to the detention or deportation of a wage earner, increased childcare or transportation costs, and heightened fear of engaging with employers or landlords beginning in late June 2025. The emergency rental assistance provided through ASF, one month of rent arrears and/or up to $500 in utility support, successfully met its intended goal of short- term housing stabilization. Staff believes ASF was successful in providing assistance to households impacted by ICE. Inquiries were substantial during a three-month period with 2,290 inquiries (731 via email and 1,559 via phone) that were received not just from residents, but from non- profits, religious groups, the Consul General of Mexico, and other groups who informed residents about ASF. Based on current spending and application trends, staff anticipates that ASF will fully expend its $100,000 allocation by the end of October 2025. ASF met community needs and achieved the intended outcome of assisting over one hundred households, demonstrating its effectiveness in providing timely and meaningful support to low- to moderate-income renters in the City who experienced financial instability due to ICE actions. Ayuda Sin Fronteras Program – Tenant Assistance Update October 21, 2025 Page 3 Staff noticed that calls from qualified residents steadily declined starting in mid- September. Staff assessment is that ASF was very successful to provide financial assistance to residents impacted by ICE actions during a critical time; however, it would be difficult for Staff to identify and document households that were impacted by ICE actions to continue ASF. FISCAL IMPACT There is no fiscal impact at this time. Submitted By: Michael L. Garcia, Executive Director - Community Development Agency Approved By: Alvaro Nuñez, City Manager City Manager’s Office www.santa-ana.org/cm Item # 18 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report October 21, 2025 TOPIC: Resolution in Support of Proposition 50 (2025) AGENDA TITLE Resolution in Support of Proposition 50 (2025), a Legislative Constitutional Amendment Authorizing Temporary Changes to Congressional District Maps in Response to Partisan Redistricting RECOMMENDED ACTION Adopt a Resolution in support of Proposition 50 (2025), a legislative constitutional amendment authorizing temporary changes to congressional district maps in response to partisan redistricting, appearing on the November 4, 2025 statewide ballot. RESOLUTION NO. 2025-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA IN SUPPORT OF THE 2025 CALIFORNIA PROPOSITION 50: USE OF LEGISLATIVE CONGRESSIONAL REDISTRICTING MAP AMENDMENT GOVERNMENT CODE §84308 APPLIES: No DISCUSSION Proposition 50 is a legislatively referred constitutional amendment that authorizes the temporary use of legislative redistricting maps, created under Assembly Bill 604, for California’s congressional elections in 2026, 2028, and 2030. These interim maps would apply only until the California Citizens Redistricting Commission resumes its duties following the 2030 Census. The measure intends to safeguard California against partisan gerrymandering practices occurring in other states, such as Texas, where mid-decade redistricting efforts are being used to manipulate electoral outcomes and erode fair representation. By adopting temporary maps under the Legislature’s authority, Proposition 50 provides a legal mechanism to preserve equitable representation in Congress and defend democratic integrity in the face of national redistricting shifts. Resolution in Support of Proposition 50 (2025) October 21, 2025 Page 2 The Legislative Analyst’s Office estimates that Proposition 50 will result in modest one- time costs to election offices, far outweighed by the importance of preserving fair elections and ensuring California maintains a strong and equitable voice in federal government. Santa Ana has historically supported initiatives that promote transparency, accountability, and fair representation in government. Supporting Proposition 50 reinforces the City’s commitment to those principles and aligns with broader statewide efforts to uphold democratic governance. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1.Exhibit 1 - Resolution in Support of Proposition 50 Submitted By: Sylvia Vazquez, Deputy City Manager Approved By: Alvaro Nuñez, City Manager RESOLUTION NO. 2025-XXX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA IN SUPPORT OF THE 2025 CALIFORNIA PROPOSITION 50: USE OF LEGISLATIVE CONGRESSIONAL REDISTRICTING MAP AMENDMENT WHEREAS, the City of Santa Ana is committed to protecting the integrity of elections and ensuring that voters have confidence in a fair, transparent, and democratic process; and WHEREAS, partisan mid-decade redistricting actions in states such as Texas have revealed the threat of political manipulation of congressional district boundaries outside the normal census cycle, undermining representative democracy; and WHEREAS, Proposition 50, the Election Rigging Response Act, appears on the November 4, 2025 statewide ballot as a legislatively referred constitutional amendment, authorizing temporary use of legislative maps (via Assembly Bill 604) for congressional Redistricting Commission will resume its role following the 2030 Census; and WHEREAS, this measure is designed to safeguard California against partisan gerrymandering efforts by countering undemocratic tactics and prevent California from losing equitable representation in Congress; and WHEREAS, only modest one-time costs to elections offices, which pale in comparison to the broader importance of defending democracy, voter equality, and government; and WHEREAS, the City of Santa Ana has a responsibility to defend the principles of representative government and to stand with its residents in ensuring that voters, not politicians, determine the outcomes of elections; WHEREAS, passage of Proposition 50 will send a clear message that California will not stand idly by while other states manipulate democracy for partisan gain, but instead will act decisively to protect fair elections and representative government. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Ana as follows: Section 1. The City of Santa Ana formally supports Proposition 50 (2025) on the November 4, 2025 ballot. Resolution No. 2025-XXX Page 1 of 2 Section 2.The City Council recognizes the necessity ofmaintaining equitable and balanced representation in Congress to protect the interests of Californians amidst evolving national redistricting dynamics. Section 3.The City Council believes Proposition 50 offers a temporary but necessary tool in safeguard itas a vital measure to uphold democracy, fairness, and transparency in elections. Section 4.This Resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall attest to and certify the vote adopting this Resolution. ADOPTED this _____ day of ____________, 2025. ________________________________ Valerie Amezcua Mayor APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By: AYES: Councilmembers NOES:Councilmembers ABSTAIN:Councilmembers NOT PRESENT:Councilmembers _ CERTIFICATION OF ATTESTATION AND ORIGINALITY I,Jennifer L. Hall,City Clerk, do hereby attest to and certify the attached Resolution No. 2025-XXX to be the original resolution adopted by the City Council of the City of Santa Ana on _______________. Date: ______________________________________________________ City Clerk City of Santa Ana Resolution No. 2025-XXX Page 2of 2