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2009-05-26 - AGENDA REPORTS - SEWER SYSTEM MGMT PLAN (2)
CONSENT CALENDAR DATE: SUBJECT: DEPARTMENT: Agenda Item: / &;, CITY OF SANTA CLARITA AGENDA REPORT City Manager Approval: Item to be presented by: May 26, 2009 SEWER SYSTEM MANAGEMENT PLAN (SSMP) - STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS Public Works RECOMMENDED ACTION City Council approve the proposed Sewer System Management Plan and authorize the Director of Public Works to make future changes as needed. BACKGROUND On May 2, 2006, the California State Water Resources Control Board adopted statewide Waste Discharge Requirements (WDRs) 2006-0003 for Sanitary Sewer Systems. These WDRs are the regulatory mechanism for all agencies that own or operate sanitary sewer collection systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly owned treatment facility. The ultimate goal of the WDRs is to reduce the frequency and volume of sanitary sewer overflows (SSOs) by requiring agencies to properly operate, maintain, and manage their wastewater collection system. According to the WDRs, each agency must develop and implement a system -specific sanitary Sewer System Management Plan (SSMP). The City of Santa Clarita utilizes the services of the Los Angeles County Department of Public Works Sewer Maintenance District for the majority of requirements contained in the WDRs. However, the City has responsibilities for implementing specific elements as well. Although the City has been implementing most of the requirements contained in the WDRs, the permit dictates that it must be in writing. The Santa Clarita SSMP is a summary of both the County Sewer Maintenance District's and the City of Santa Clarita's management and operational practices. The SSMP ensures that the sewer systems are properly maintained to prevent or significantly reduce the occurrence of SSOs. City Council received an interoffice memorandum dated May 12, 2009. Attached to that memo were the chapters of the main elements of the SSMP for Council's review. The Santa Clarita SSMP formalizes existing procedures, design provisions, and programs to comply with the WDRs and prevent sewer overflows. There are no new policies as a result of this plan. Per the WDRs, the SSMP must be completed by May 2009. The SSMP consists of the following key elements: 1; Goals 2. Organization 3. Legal Authority 4. Operation and Maintenance Program 5. Design and Performance Provisions 6. Overflow and Emergency Response Plan 7. Fat, Oils, and Grease Control Program 8. System Evaluation and Capacity Assurance Plan 9. Monitoring, Measurement, and Program Modifications 10. SSMP Program Audit and Certification 11. Communication Program 12. County and City Responsibilities Finally, the SSMP also summarizes the Sewer Maintenance District's plan to ensure the City of Santa Clarita is aware of any changes in the District's SSMP. ALTERNATIVE ACTIONS Other action as determined by the City Council. FISCAL IMPACT There is no fiscal impact with this action. ATTACHMENTS Sewer System Management Plan available in the City Clerk's Reading File Sewer System Management Plan City of Santa Clarita May 2009 TABLE OF CONTENTS Introduction....................................................................................................................... Chapter 1 Goals and Actions......................................................................................... Chapter 2 Description of Organization............................................................................. 2.1 Management................................................................................................ 2.2 Authorized Representative.............................................................................. 2.3 Organizational Chart and Responsibilities........................................................... 2.3.1 Organizational Chart for the Sewer Maintenance Districts ...................................... 2.3.2 Description of Responsibilities.......................................................................... 2.3.3 Key Support Divisions..................................................................................... 2.3.4 Chain of Communication for SSO Reporting....................................................... 2.3.5 SMD SSO Procedures Flow Chart .................................................................... Chapter3 Legal Authority............................................................................................. 3.1 Legal Authority............................................................................................. 3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary System ....................... 3.1.2 Legal Authority to Require that sewers and Connections be Properly Designed andConstructed ........................................................................................... 3.1.3 Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs ................ 3.1.4 Legal Authority Limiting the Discharge of Fats, Oil, and Grease and other Debris that may Cause Blockage..................................................................................... 3.1.5 Legal Authority to Enforce any Violation of Sewer Ordinances ................................ Chapter 4 Operation and Maintenance Program................................................................ 4.1 Preventive Maintenance Program..................................................................... 4.1.1 Sewer Line and Manhole Inspection.................................................................. 4.1.2 Gas Trap Manholes and Siphons...................................................................... 4.1.3 Drop Manholes............................................................................................. 4.1.4 Sewer Line Cleaning...................................................................................... 4.1.5 Vermin and Rodent Control 4.1.6 ............................................................................. Sewage Pump Stations.................................................................................. 4.1.7 Work Scheduling........................................................................................... 4.1.8 SMD Mapping System.................................................................................... 4.2 Rehabilitation and Replacement Plan................................................................ 4.2.1 Accumulative Capital Outlay Program of the Consolidated Sewer Maintenance District......................................................................................................... 4.2.2 Marina Sewer Maintenance District — Capital Project ............................................ 4.2.3 Condition Assessment Program........................................................................ 4.3 Equipment Maintenance Replacement Policy ...................................................... 4.4 Training for Field Operations Personnel and Contractors ....................................... Chapter 5 Design and Performance Provision................................................................... 5.1 Design and Construction Standards and Specifications ......................................... 5.2 Procedures and Standards for Inspection and Testing New and Rehabilitated Collection Sewer Facilities.............................................................................. Chapter 6 Overflow Emergency Response Plan................................................................. 6.1 Overflow Response Procedure................................................................... 6.1.1 Regulatory Agencies Notification and Time Frame ................................................ 6.1.2 Agencies Telephone/Fax Numbers................................................................... 6.1.3 Procedure to Ensure that Staff and Contractors are Appropriately Trained to Follow the Emergency Response Plan.............................................................. 6.1.4 Procedures to Address Emergency Operations such as Traffic, Crowd Control, and other Necessary Response Activities......................................................... 6.1.5 Program to Eliminate or Minimize the Discharge of SSOs into Waters of the UnitedStates............................................................................................... Chapter 7 FOG Control Program.................................................................................... 7.1 Public Education Outreach Program.................................................................. 7.2 Disposal Methods for FOG Generated within the SMD Service Area ........................ 7.3 The Legal Authority to Prohibit Discharges to the System and Identify Measures to Prevent SSOs and Blockages Caused by FOG ............................................... 7.4 Requirements to Install Grease Removal Devices, Design Standards for Grease Removal Devices, Maintenance Requirements, BMP Requirements, Recordkeeping, and Reporting Requirements............................................................................ 7.5 Authority to Inspect Grease Producing Facilities, Enforcement Authorities, and Evidence of Adequate Staffing to Inspect and Enforce the FOG Ordinance. .............. 7.6 Cleaning Schedule for Identified FOG Prone Sewer Segments ............................... Chapter 8 System Evaluation and Capacity Assurance Plan ........................ I........................ 8.1 System Evaluation and Capacity Assurance....................................................... 8.2 Adequate Capacity and Correct Design.............................................................. 8.3 Capacity Enhancement Plan............................................................................ Chapter 9 Monitoring, Measurement, and Modification Program ............................................ 9.1 Monitoring.................................................................................................... 9.2 SSMP Program Effectiveness Evaluation........................................................... 9.3 Program Modifications.................................................................................... 9.4 SSO Location Mapping and Trends................................................................... 9.4.1 Location Map..........................................................................I..................... 9.4.2 Mapping of SSO Frequencies.......................................................................... Chapter 10 SSMP Program Audit and Certification............................................................... 10.1 SSMP Program Audit..................................................................................... 10.2 SSMP Certification........................................................................................ 10.3 SSMP Modification and Recertification............................................................... Chapter 11 Communication and SSMP Availability............................................................... 11.1 Communication............................................................................................. 11.2 SSMP Availability.......................................................................................... Chapter 12 CSMD and City Responsibilities Under the WDR................................................. 12.1 CSMD Versus City Responsibilities................................................................... 12.2 Sewer -Related Services Provided to the 42 CSMD Cities ....................................... 12.3 Roles for the CSMD and Cities under the Waste Discharge Requirements ................ APPENDICES Appendix A Waste Discharge Requirements Appendix B Inventory of Sewer Maintenance Districts Equipment Appendix C Location Map For Sewer Maintenance Districts Yards and Pump Stations Appendix D Inventory of Sewer Maintenance Districts Collection Facilities — Revenues and Population Estimate Appendix E Accumulative Capital Outlay Program Projects Appendix F Condition Assessment Work Schedule Appendix G Sanitary Sewer Overflow Response Instruction Manual Appendix H Sewer Maintenance Productivity Report Appendix I Performance Measure Indicators Appendix J Sanitary Sewer Overflow Location Maps Appendix Ki Sanitary Sewer Overflow Data and Bar Charts Appendix K2 Sanitary Sewer Overflow Graphs Appendix L Collection Systems by Treatment Plant/Region Appendix M Statewide General Waste Discharge Requirements Applications and Permits Appendix N Application Appendix O Title 15, Division 2 of the Santa Clarita Municipal Code concerning Sewers and Industrial Waste ABBREVIATIONS/ACRONYMS ACO Accumulative Capital Outlay Program APWA American Public Works Association CADD Computer Aided Design and Drafting CALOSHA California Occupation, Safety and Health Administration CCTV Closed -Circuit Television CSMD Consolidated Sewer Maintenance District DPW County of Los Angeles Department of Public Works FOG Fats, Oils, and Grease GIS Geographical Information System 1/1 Infiltration Inflow LACO CODE Los Angeles County Code Title 20 - Utilities LACO PLUMBING CODE Los Angeles County Plumbing Code - Title 28 LVMWD Las Virgenes Metropolitan Water District MARINA SMD Marina Sewer Maintenance District MMS Maintenance Management System OES Office of Emergency Service RWQCB Regional Water Quality Control Board SMD Sewer Maintenance Districts SSMP Sewer System Management Plan SSOs Sanitary Sewer Overflows WDRs Statewide General Waste Discharge Requirements iv DEFINITIONS Geographical Information System (GIS) — A database linked with mapping, which includes various layers of information used by government officials. Examples of information found on a GIS can include a sewer map and sewer features such as pipe location, diameter, material, condition, and last date cleaned or repaired. The GIS also typically contains base information such as streets and parcels. Infiltration/Inflow (1/1) — Infiltration is generally considered to be extraneous water that enters the sewer system over longer periods of time, such as groundwater seepage through cracks in the sewer. Inflow is generally considered to be extraneous water that enters the system as a direct result of a rain event, such as through defects in the sewer. While it is impossible to control all 1/I, it is certainly desirable to reduce 1/1 when cost-effective. Lateral — The portion of sewer that connects a home or business with the mainline in the street. Stoppage — A build up of debris in the sewer, which stops the flow of wastewater and allows the water to back up behind the stoppage, sometimes causing an overflow. Also called blockage. Blockage — A build up of debris in the sewer, which stops the flow of wastewater and allows the water to back up behind the stoppage, sometimes causing an overflow. Also called a stoppage. Wastewater Collection System — All pipelines, pump stations, and other facilities upstream of the headworks of the wastewater treatment plant that transport wastewater from its source to the wastewater treatment plant. v SEWER SYSTEM MANAGEMENT PLAN FOR LOS ANGLES COUNTY CONSOLIDATED SEWER MAINTENANCE DISTRICTS AND THE CITY OF SANTA CLARITA INTRODUCTION On May 2, 2006, the State Water Resources Control Board (SWRCB) adopted Statewide General Waste Discharge Requirements and Monitoring and Reporting Program (WDRs) for Sanitary Sewer Overflows by issuing Order No. 2006-0003 (Appendix A). The regulations in Order No. 2006-0003 were born out of growing concern about the water quality impacts of Sanitary Sewer Overflows (SSOs), particularly those that cause beach closures or pose serious health and safety or nuisance problems. Two major components of the WDRs are the requirements that owners and operators of publicly -owned collection sewer systems a mile long or greater apply for coverage under the WDRs and that they develop and implement a Sewer System Management Plan (SSMP). This document has been broken down into 12 chapters and organized to be closely in line with the requirements contained and as they appear in the WDRs. Every section or subsection of each chapter addresses one of the key elements of the SSMP guidelines of the WDRs. This document and other existing Department of Public Works' Programs referenced herein constitute the SSMP for the Sewer Maintenance Districts (SMD) of the County of Los Angeles and the City of Santa Clarita. We are confident that by practicing the procedures contained in the SSMP, the occurrence of SSOs should decrease throughout the City of Santa Clarita. Chapter 1 Goals and Actions CHAPTER 1 GOALS AND ACTIONS The goals of this SSMP are to ensure: 1. The City of Santa Clarita's sanitary sewer collection system facilities are properly operated, maintained, and managed by the SMD to reduce the frequency and severity of sanitary sewer overflows (SSOs) and their potential impacts on public health, safety, and on the environment. 2. When SSOs occur, prompt action is taken to identify, contain, remove the cause, promptly report the event to appropriate regulatory authorities, and the public is adequately and timely notified. 3. All SSOs and system deficiencies and remedial actions taken are well documented. 4. The City of Santa Clarita's personnel and SMD's sewer system operators, employees, contractors, responders, or other agents are adequately trained and equipped to address an SSO event. 5. The City of Santa Clarita's sewer system is adequately designed, constructed, and funded to provide adequate capacity to convey base flows and peak flows while meeting or exceeding applicable regulations, laws, and the generally acceptable practices relative to sanitary sewer system operations and maintenance. The actions to be taken under this SSMP are to ensure accomplishment of the goals: 1. Conduct a planned and scheduled maintenance program that will minimize the risk and occurrence of SSOs, in support of the SSMP goals. 2. When SSOs do occur, respond to the reported site in a timely manner and undertake feasible remedial actions to contain the overflow impacts, including stopping the flow from reaching the storm drain, if possible. 3. Stop the overflow as soon as possible and limit public access to the overflow area to prevent public contact with any wastewater contamination. 4. Completely recover the overflow and return it to the sewer system and then clean up the contaminated area. 5. Gather and compile all pertinent information regarding the overflow event, investigate as necessary to determine probable cause, document findings, report to the appropriate regulatory agencies in a timely manner, and file the completed report. Chapter 2 Description of Organization CHAPTER 2 DESCRIPTION OF ORGANIZATION 2.1 Management The County of Los Angeles SMD are made up of the Marina Sewer Maintenance District (Marina SMD), the Consolidated Sewer Maintenance District (CSMD), and its 9 zones. The SMD serve a population of over 2.5 million people within the County unincorporated area and 42 cities, including the City of Santa Clarita. The SMD are managed by the County of Los Angeles Department of Public Works (DPW), Sewer Maintenance Division. The total annual budget for system operation, maintenance, and administration is over $36 million. The collection system consists of over 5,200 miles of gravity sewer lines and 153 pump stations. About 95 percent of flows from these local sewers discharge into the County Sanitation Districts of Los Angeles County facilities for treatment and disposal. A small percentage of the total sewage generated within SMD is treated at the City of Los Angeles, Las Virgenes Municipal Water District (LVMWD), and four small SMD owned facilities. All of the City of Santa Clarita's sewage waste that is sent to the sewer system is treated at either the Saugus Water Reclamation Plant or the Valencia Water Reclamation Plant. Both of these facilities are managed by the Santa Clarita Valley Sanitation District (part of the Los Angeles County Sanitation Districts) The SMD have 191 budgeted positions. The distribution of the SMD personnel is depicted in the organizational chart presented in Section 2.3.1 of this chapter. These personnel provide engineering evaluation of proposed and existing sewer facilities, administer the County's sewer service charge ordinance, carry out annexation proceedings for new territories, form and dissolve service zones, maintain facility record plans, and administer preventive maintenance and sewer construction programs. 2.2 Authorized Representative The Assistant Deputy Director for the Sewer Maintenance Division is responsible for the execution of the compliance actions required under the WDRs for the City of Santa Clarita. This includes, but is not limited to, signing and certification of all reports and correspondence as required under this order. The Principal Engineer and Senior Civil Engineers in the Sewer Maintenance Division may also perform these duties on behalf of the Assistant Deputy Director. 2.3 Organizational Chart and Responsibilities The organization chart showing the structure and relationships of all SMD administrative, management, and field positions is presented in Section 2.3.1 and the description of responsibilities is presented in Sections 2.3.2 and 2.3.5. 0 � � LU_ w ■ 0 LL e ■ « _ Q � z 0 � N 0 \ {0_ \ \ GA} \ \> \ c! \/r 2 j 0 _ (ca 0) / ) / \D A ) ) / \� \ ) / ] ) § Mn \ \D k ± 3 2 2CO A a \ \ \ ;/ «* /m § ) \§ 3 a ) 3 \ I _ ) Cl) = \ : 3 f t D k f 2 of# d (D / } \ / j \ ) u \ \ \ } 0 ± ] / / . ƒ\ 0 \ {0_ \ \ GA} \ \> \ c! \/r 2 j 0 _ (ca 0) k� \) / \D A ) ) / \� \ ) / § § Cl \D /� ± 3 y 2CO _§ \ \ \ ;/ «* /m z ) a 3 I _ ) ) \ : D k of# d (D } \ j ) \ \ \ \ } 0 0 \ {0_ \ \ GA} \ \> \ c! \/r 2 j 0 _ (ca 0) k� \) / \D A 0 \ {0_ \ \ GA} \ c! \/r 2 j _ (ca 0) k� \) / \D \§ )J# { \� D § \D /� \} /\ 2CO _§ ;/ «* z ) a 3 I _ ) ) \ : 0 \ {0_ \ \ GA} \ c! \/r 2 j _ (ca 0) / )J# { \� 0 \ \ _ c! 2 j ! U) \# { \� D § \} _§ ) f ) \ : d (D k co 0 r.l c �o C N O E N Y C O O U C W O C m U L d C w T O t0 U L cn U 0 U T 0 42 (6 OC � N �> w� m r.l 2.3.2 Description of Responsibilities The description of the responsibilities or roles of each position, especially as related to SSOs, are as follows: • Board of Supervisors — Responsible for establishing new and amending existing laws governing the operations of the SMD and approving all SMD contracts and agreements. • Director of Public Works — Establishes SMD policy within the scope of the Board of Supervisors' policy and legal requirements, directs its execution, and evaluates work accomplished by SMD. Directs the development and enactment of new Ordinances and directs the enforcement of Plumbing Codes involving illegal connections, upkeep of sewer house laterals, and the design and construction of new and rehabilitation of existing sewer collection systems. • Chief Deputy Director of Public Works — Assists in establishing SMD policy within the scope of the Board of Supervisors' policy and legal requirements and in directing its execution, and in evaluating work accomplished by SMD. Reports to and can act on behalf of the Director of Public Works. • Deputy Director — Responsible for formulating SMD policies and procedures. Directs emergency sewer repair activities, special studies, investigations, and reports concerning SMD sewer infrastructure, claims, and litigations against the SMD. Reports to and can act on behalf of the Chief Deputy Director of Public Works. • Assistant Deputy Director — Assists in the formulation of SMD policies and procedures. Directs studies, investigations, and the preparation of reports, budget, and contractual agreements with private firms for SMD. Responsible for the day-to-day management and operation of the SMD. Reports to the Deputy Director. • Principal Engineer — Assists the Assistant Deputy Director in directing engineering and management activities relating to the maintenance of the sewer collection system. Acts as the Assistant Deputy Director. • Senior Civil Engineer — Has oversight of office engineering, clerical, and field operation and maintenance staff. Reports to and can act on behalf of the Principal Engineer. • Regional Sewer Maintenance Superintendent — Responsible for the sewer collection system operation and maintenance activities at specific field yards, with the exception of pump stations, for the SMD. Reports to a Senior Civil Engineer. • Sewer Maintenance Supervisor — Responsible for the oversight of the Sewer Maintenance field maintenance personnel including the construction crews, gravity sewer system operation, and maintenance crews, etc. Reports to a Regional Sewer Maintenance Superintendent. • Public Works Crew Leader — Responsible for assigning work and has oversight for the activities of a crew of at least two field personnel. Reports to the Sewer Maintenance Supervisor. • Field Crews — These include the Public Works Laborers and Public Works Maintenance Workers and are responsible for maintenance activities of the sanitary sewer collection system including response to SSOs, sewer cleaning, construction, and other activities as needed. Reports to a Crew Leader. • Electro -Mechanic Supervisor — Responsible for the operation and maintenance of the SMD pump stations and force mains. Reports to a Senior Civil Engineer in charge of field pump station operations. • Electro -Mechanic Working Supervisor — Responsible for pump stations operation and maintenance activities. Also has oversight of the work of lower level Electro -Mechanics and their staff. Reports to an Electro -Mechanic Supervisor. • Electro-Mechanic/Assistant Electro-Mechanic/Helper, Electrical — In crews of two. These personnel carry out the operation and maintenance activities of the SMD pump stations and force mains. • Office Administrative and Clerical Assistants — Assist in the preparation of the SMD budget, Board letters, and other correspondence and are responsible for the sewer service charge direct assessments. 2.3.3 Key Support Divisions Other divisions outside the DPW but within the City of Santa Clarita will continue to be responsible for carrying out some of the compliance actions called for by the WDRs. The key support divisions and their responsibilities are described below: • Santa Clarita City Council — Responsible for establishing new and amending any ordinances concerning the operations of the Santa Clarita Public Works and approving all Santa Clarita contracts and agreements. • Director of Public Works — Establishes policy within the scope of the Santa Clarita City Council's policy and legal requirements, directs its execution, and evaluates work accomplished by the City of Santa Clarita. Directs the development, alteration and enactment of ordinances and directs the enforcement of Plumbing Codes involving connections, upkeep of sewer house laterals, and the design and construction of new and rehabilitation of existing sewer collection systems. • Building and Safety Division — Responsible for issuing permits for sewer connection and for the enforcement of the Plumbing Codes involving proper connection, maintenance of sewer house laterals, and illegal discharges into the public sewers. • Environmental Services Division — Responsible for investigation of illicit discharge of sewage, chemicals, debris, into the street or storm drain system. • Development Services Division — Responsible for reviewing development plans to ensure compliance with current sewer standards for construction of new sewer collection systems, or adding to existing sewer systems. Plan checks sewer capacity studies to size proposed sewer lines and sets requirements to ensure adequate capacity in existing systems. 2.3.4 Chain of Communication for SSO Reporting The chain of communication for reporting SSOs, from receipt of a complaint or other information to reporting to appropriate regulatory agencies, is presented in Section 2.3.5. The Overflow Emergency Response Plan will be discussed in more detail in Chapter 6 of this document. 2.3.5 SMD SSO PROCEDURES FLOW CHART DPW Radio Room receives SSO calls from the Public or Telemetry System Dispatch Nearest Superintendent or Supervisor Sewer Maintenance NO After-hours YES on Emergency call list crew investigation Crew Leader Standby crew investigates Stop SSO and notify appropriate Crew Leader agency for Clean-up and Reporting Is it SMD NO Crew Leader calls the NO Is it SMD D Radio Room facility? Sewer Maintenance Crew - Stops SSO YES - Cleans up YES - Prepares report - Reports to radio room (dispatch) Note: Flood Maintenance is only notified when the SSO has entered a storm drain system. Crew Leader - Call Health Department - Call RWQCB - Call DES - Call *Flood Maint. Crew Leader Written Report to: - RWQCB (upon request) - SWRCB Web Page Senior Civil Engineer 8 3/20/08 Chapter 3 Legal Authority CHAPTER 3 LEGAL AUTHORITY 3.1 Legal Authority The SMD were formed pursuant to Chapter 4 of the State of California Health and Safety Code (Section H4870 — 8) with the County of Los Angeles Board of Supervisors acting as their governing body. The Board of Supervisors, by law, may make and enforce all rules and regulations necessary for the administration of the SMD and for the cleaning, repair, construction, reconstruction, renewal, replacement; operation, and maintenance of collection sewers within the SMD. Consistent with the law, several ordinances have been established by the Board of Supervisors to govern all aspects of the SMD operations. The legal authorities for the specific areas stipulated in the WDRs are covered in various sections of the Los Angeles County Plumbing Code (LACO Plumbing Code), and Chapters 20.20, 20.24, 20.26, 20.32, 20.34, 20.36, and 20.40 of the Los Angeles County Code Title 20 — Utilities (LACO Code) and in the Santa Clarita Municipal Code Chapter 15.32 covering Sanitary Sewers. Specific sections are discussed below. 3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary System The LACO Plumbing Code Title 28 (Sections 306.2, 714.2, and 1101.2) prohibits the unauthorized discharge of rain, surface, or subsurface water into the collection system. The illegal dumping of offensive or damaging substances such as chemicals, debris, etc., which are considered inflows, are prohibited by LACO Code, Section 20.36.010. Santa Clarita Municipal Code section 15.36.400 prohibits specific substances from being discharged into the sanitary sewer. The SMD have an 1/1 control program under the SMD's ongoing sewer line cleaning and maintenance program, which includes closed-circuit television (CCTV) and other mechanisms to detect 1/1. By ordinance, the Board of Supervisors has established a financial plan to ensure capital replacement or rehabilitation of sewer lines prone to 1/1 within the CSMD (LACO Code, Section 20.40.045). The Marina SMD provides adequate funding to eliminate 1/1 sources in the mainline sewers and manholes. The LACO Code, Section 20.24.080 requires that property owners be responsible for maintenance of their house lateral, including the elimination of cracks, tree roots, and other debris. A similar law is also found in Section 101.3.2 of the LACO Plumbing Code Title 28. 3.1.2 Legal Authority to Require that Sewers and Connections be Properly Designed and Constructed The LACO Code Sections 20.32.330 and 20.32.340 require that the design of new mainline sewers and pumping plants, respectively, be in conformity with requirements of Part 3 of Chapter 20.32 of the Code. Similarly, Section 20.32.350 of the LACO Code requires that the design of new house laterals conform to the requirements of Part 3, Chapter 20.32 of the Code unless otherwise covered by the LACO Plumbing Code, Title 28. The construction of a collection sewer system, by law (LACO Code 20.32.580), is required to conform to all the requirements prescribed by Division 2 of the LACO Code, by the Standard Specifications for Public Works Construction (Green Book) and by the Special Provisions and Standard Plans, all on file in the office of the Director of Public Works (County Engineer). Santa Clarita Municipal Code section 15.32.010 through 15.32.090 states the requirements for a sewer construction permit. Design standards for connections to the sanitary sewer can be found in Santa Clarita Municipal Code section 15.32.300 through 15.32.540. The inspection and construction of mainline sewers and pumping plants to ensure proper construction is covered under Section 20.32.590 of the LACO Code. The construction of house laterals is covered under the LACO Plumbing Code. 3.1.3 Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs Title 20, Division 2 of the Los Angeles County Code gives DPW the legal right to set requirements that allow unrestricted maintenance access to the public sewer infrastructure. This access is secured through the DPW's unwavering enforcement of the requirement for sewer easements around all public sewer appurtenances located in private properties. These easements are detailed by the designer on the sewer construction plans and are reviewed through the iterative plan check process. Santa Clarita Municipal Code section 15.32.550 through 15.32.600 states the requirements for inspections of any sewer facility. Plan checkers take special care to ensure that maintenance crews will have room for access and equipment usage for both routine maintenance and replacement or repair construction as necessary. The Title 20 requirements to leave these easements free of obstruction are also reiterated on all sewer plans that contain easements and the potential for conflict or restriction of access is reviewed exhaustively during plan check. 3.1.4 Legal Authority Limiting the Discharge of Fats, Oil, and Grease and other Debris that may Cause Blockage The Director of Public Works under the LACO Plumbing Code, Title 28, has the legal authority to require the installation of grease interceptors at restaurants and other food establishments that generate grease. Section 20.36.560 of LACO Code also gives the Director of Public Works the authority to require the installation of treatment facilities, including grease interceptors, at any facility that generates FOG in the amount that will damage or increase the maintenance costs of the sewer collection system. The LACO Code Section 20.24.090 gives the Director of Public Works the legal authority to inspect mainline sewers, sewage pumping plants, interceptors, etc., as often as he deems necessary, to ascertain whether such facilities are maintained and operated in accordance with the provisions of Division 2 of the LACO Code. Santa Clarita Municipal Code section 15.36.400 expressly prohibits the discharge of fats, oils and grease or 10 any other substances that may cause and obstruction from being discharged into the sanitary sewer. Section 20.36.400 of the LACO Code prohibits the discharge of Fats, Oils, and Grease (FOG) and other substances that may, among other things, clog, obstruct, fill, or necessitate frequent repairs, cleaning out, or flushing of sewer facilities in the sewer system. 3.1.5 Legal Authority to Enforce any Violation of Sewer Ordinances Under Section 20.24.100 of the LACO Code, the Director of Public Works is empowered to enforce all of the requirements prescribed in Division 2 — Sanitary Sewers and Industrial Waste of the Code and in accordance with Section 20.24.110 may delegate this authority. Santa Clarita Municipal Code section 15.24.080 states that the City Engineer, or his/her designee, has enforcement powers for the sanitary sewer provision in Santa Clarita.. LACO Code Section 20.24.160 allows criminal penalties for any violations of the Sewer and Industrial Waste Ordinances. The Codes, standard plans, specifications, and other materials cited in this chapter are filed at the office of the Director of Public Works. Chapter 4 Operation and Maintenance Program CHAPTER 4 OPERATION AND MAINTENANCE PROGRAM 4.1 Preventive Maintenance Program The SMD's maintenance services are provided from five maintenance yards strategically located within the County of Los Angeles for efficient management of maintenance activities including SSOs and other emergencies. The maintenance crews are equipped with standard industry technologies including radio equipped trucks for easy communication, cellular phones, heavy and light construction equipment, vacuum trucks, pumps, generators, trucks equipped with closed-circuit television units for interior inspection of sewer lines, and various types of safety equipment. A complete inventory of the SMD equipment is presented in Appendix B. The cornerstone of the SMD's maintenance operation is the preventive maintenance program as described in the DPW's training guide maintained in each of the field maintenance yards. This program consists of regular inspection of the sewer system including manholes, pipes, siphons, pump stations, treatment plants, regular cleaning, repair, and related activities. This program is designed and carried out to detect and correct potential problems before they develop into major problems. The following is a summary of the key preventive maintenance activities, and where applicable, frequencies for these services have been included: 4.1.1 Sewer Line and Manhole Inspection — The interior and exterior of manholes are inspected semi-annually for any structural defects, sewage flow condition, presence of vermin or rodents, deleterious industrial waste, odors, and any signs of unusual settlement around or evidence of debris within the manholes and along sewer alignments. 4.1.2 Gas Trap Manholes and Siphons — On a monthly basis, these facilities are inspected and cleared of any stoppages or flow restrictions. 4.1.3 Drop Manholes — These facilities are inspected and cleared of stoppages and flow restrictions on variable frequencies based on prior inspection records. 4.1.4 Sewer Line Cleaning — Sewer lines are cleaned :jy hydro jet or rodding. Frequency of cleaning is based on inspection records. Sewer lines known to accumulate grease, garbage grinds, or sand are put on monthly, quarterly, or semi-annual cleaning schedule, and those prone to root growth are periodically rodded or chemically treated. 4.1.5 Vermin and Rodent Control — Sewers infested by insects are chemically treated. Those infested by rodents are baited. 4.1.6 Sewage Pump Stations — All pump stations are equipped with telemetry/alarm systems and are inspected twice a week. Pumps and motors are lubricated, control mechanisms and valves are checked and adjusted as necessary, and equipment is repaired or modified as required. 11 4.1.7 Work Scheduling — Most work orders are generated and tracked by using the DPW's Maintenance Management System (MMS). Field crew activities are recorded in various forms such as service requests, cleaning reports, sewer maintenance daily reports, manhole adjustments, overflow report forms, etc., and are stored in the MMS. 4.1.8 SMD Mapping System — As -built plans of the SMD facilities are maintained either by the DPW or cities within the CSMD. Data on the plans, such as system locations and alignment, pipe material, size, etc., are stored in the SMD's Computer -Aided Design and Drafting (CADD) System. Information generated by the CADD is printed on 369 map sheets stored in the Mapping and Annexation Unit of the Sewer Maintenance Division located at 1000 South Fremont Avenue, Alhambra, California. These maps are also distributed to the SMD's field crew, for work scheduling and responding to emergencies, and to cities and other agencies. The maps are updated to reflect any changes in the system. DPW is currently working on plans to convert the CADD mapping system to Geographical Information System (GIS). This will create a mapping system that includes a sewer map and sewer features such as pipe location, diameter, material, condition, last date cleaned or repaired, flow direction, etc. The system includes base information such as streets and parcels. This database linked with mapping also includes various layers of information such as the storm drain systems, trunk sewer lines, etc., used by the DPW and other governmental agencies. A map showing the locations of SMD field maintenance yards and pump stations is presented in Appendix C. Following the map is an inventory of the SMD's collection system facilities (Appendix D). The sewer lines are presented by size, type of material, and total length within each of the 42 cities served by the SMD and the unincorporated County area. Also shown (Appendix D17) are the approximated total revenues generated in the cities and unincorporated County area based on current sewer service charge rates and total number of sewage units. 4.2 Rehabilitation and Replacement Plan Sewer facilities assessment and rehabilitation are an integral part of the SMD's preventive maintenance program. The historical background of the capital improvement programs of SMD, work that has been completed or planned, short- and long-term projects, and the SMD's newly created Condition Assessment Program for the collection sewer system are discussed below. 4.2.1 Accumulative Capital Outlay Program of the Consolidated Sewer Maintenance District In 1987, the County of Los Angeles Board of Supervisors established the Accumulative Capital Outlay (ACO) Fund to finance sewer rehabilitation projects within the CSMD. The interior of about 127 miles of sewer lines, most of which were made of cement pipe materials and over 60 years old, had been inspected by a closed-circuit television camera and found to be deteriorated. These lines were prioritized for rehabilitation 12 based on the degree of deterioration. To date, 88 miles of the cement pipe sewers and 14 pump stations have been rehabilitated by lining or reconstruction. The rehabilitation of the remaining 31 miles of cement pipe sewers is scheduled to be completed within the next four years. A list of the current and future ACO projects through Fiscal Year 2009-2010 are presented in Appendix E In addition, some deteriorated lines are discovered during preventive maintenance of our sewer lines. These lines are either immediately repaired by force account, use of emergency contractors, or are added to the list of future ACO projects. In compliance with the WDRs, all sewer pipe segments within the SMD found to have structural deficiencies will continue to be rehabilitated or reconstructed under our current ACO program. However, most hydraulic deficiency -related issues will be referred to cities, if located within their boundaries, or to the County, if located within unincorporated County, for appropriate remedial actions. 4.2.2 Marina Sewer Maintenance District — Capital Project A consulting engineering firm was hired in 1992 to identify sources of sea water infiltration into the Marina SMD sewers and other deficiencies in the system and to recommend appropriate remedial actions. Most of the sewer lines were televised and ranked for repair based on extent of deterioration. To date, 8.2 miles of sewer lines and 123 manholes have been rehabilitated by lining at the cost of $3.3 million. Lining of the remaining 3.1 miles of sewer lines and lining of the remaining 74 manholes is schedule to be completed by the end of the Fiscal Year 2008-09. 4.2.3 Condition Assessment Program Most pipelines within the SMD are made of vitrified clay and range in diameter from 8 to 15 inches. As the sewer collection system ages, the risk of failure increases. Issues of concern include deterioration, collapse, blockage, excessive inflow and infiltration, overflow, and other potential service interruptions. In an effort to overcome these challenges and to improve the quality of the SMD's sewer infrastructure, DPW has developed and implemented a new Condition Assessment Program to televise and structurally rate approximately 500 miles of sewer infrastructure each year. The complete cycle is scheduled to last a total of 10 years. The televising will be prioritized to focus on those sewers thought to have the most urgent repair needs. Maintenance history, past overflow records, sewer locations, and age will be some of the factors used to prioritize the televising schedule. The assessment program consists of two parts: 1) Closed-circuit television inspection crews gather video and data for each pipe segment within the CSMD, and 2) Engineers in the office generate reports and manage a database with the gathered information and incorporate it with ArcGIS. A software package called WinCan V7 from WinCan America is used to video and log events, allowing for quick retrieval of video clips, 13 photos, and observations. The software lends itself to easy creation of itemized reports for engineering analysis. This system digitizes analog video output from the inspection camera while being digitally recorded and displayed on a computer monitor in the camera van. While the video is being captured, a crew member views and logs events such as defects and observations using Pipeline Assessment and Certification Program observation codes. The digital video inspections files are transferred to a computer server for storage allowing access at any networked location thereby eliminating the need for cumbersome VHS video tapes. The first project, which was launched in September 2005, televised and inspected 38 miles of sanitary sewer lines. The CCN inspection reports revealed that 2 percent of pipe segments have maintenance problems and/or structural defects, whereas 98 percent of the system televised was shown to be in good condition. A priority list has been established to address the identified deficiencies based on the severity of the deficiency and the need for action. Gathered data is currently being analyzed to assess the condition of the sewer system and results will be used for preparing and implementing our maintenance schedule and proactive priority repairs. By the end of 2007, a total of 531 miles of sanitary sewers have been televised in areas throughout the County. The cities involved in these projects include: La Mirada, Santa Fe Springs, Duarte, Industry, La Puente, Lakewood, Pico Rivera, Palos Verdes Estates, Lancaster, and Glendora. The completed and scheduled projects are shown in Appendix F. 4.3 Equipment Maintenance and Replacement Policy The SMD have a comprehensive equipment maintenance program. Equipment is regularly checked, adjusted, repaired, or replaced as necessary. However, major fixed assets are replaced when they meet or exceed the DPW's established fixed assets replacement criteria based on age of the equipment, mileage, hours of use, repair history, etc. Equipment categorized as Class 9 (less than '/4 ton) or lower, is automatically replaced by the Fleet Management Group of the Administrative Services Division of the DPW when it meets the replacement criteria. The request to replace equipment higher than Class 9 is made as part of the SMD's annual budget. In addition to the above replacement criteria, an analysis and recommendation by trained staff of the DPW and approval by DPW administration is required to replace equipment higher than Class 9. These criteria notwithstanding, a piece of equipment can also be replaced if its reliability or safety of operation becomes questionable. New and additional equipment are also acquired when fully justified based on increased workload, new activity, additional personnel, technological improvements, time and cost savings, employee or public safety requirements, etc. 14 4.4 Training for Field Operations Personnel and Contractors The SMD staff responsible for the operation and maintenance of the sewer collection system and the DPW inspectors attend formalized collection training classes or seminars given by other agencies including California Occupational, Safety and Health Administration (CALOSHA), California Water Environment Association, International Brotherhood of Electrical Workers, etc. This training will keep them abreast with the latest technology in the industry on how to safely and efficiently carry out their tasks. The District also utilizes informal training approaches, such as tailgate meetings, monthly safety meetings, and apprenticeship training programs from higher-level staff. Additionally, only companies with well-trained and experienced staff are considered for either emergency SSO mitigation or sewer construction and rehabilitation work. 15 Chapter 5 Design and Performance Provision CHAPTER 5 DESIGN AND PERFORMANCE PROVISION 5.1 Design and Construction Standards and Specifications The City utilizes the Los Angeles County Department of Public Works (LACDPW) Standard Plans and Specifications for the Construction of Sanitary Sewers to ensure that sewers are properly designed and constructed. The LACDPW specifications by reference incorporate the Standard Plans and Specifications for Public Works Construction, Special Provisions, and Standard Drawings. In addition, the City utilizes LACDPW's other publications such as the Private Contract Sanitary Sewer Procedural Manual, Guidelines for the Design of Pump Stations, etc. to ensure consistency in the design of its collection systems. To assure that sewer facilities are properly designed, the City requires plans be designed by licensed engineers, and a thorough review of plans is performed by the City prior to plan approval. LACDPW Sewer Maintenance Division (SMD) provides maintenance of the City's sewer mains, and therefore also reviews and approves sewer plans prior to plan approval by the City. 5.2 Inspection and Testing Standards The City provides inspection for the installation of new and rehabilitation of deteriorated sewer collection facilities. Inspection is also performed by Los Angeles County Sanitation District inspectors on behalf of SMD. City and County inspectors are trained in pipeline and pump station construction. They attend training classes and educational seminars to stay familiar with advancements in the industry. Inspectors are provided with adequate materials to perform their jobs, including the Standard Specification for Public Works Construction Inspection Manual, the Green Book, etc. Upon completion of a project, the City requires the engineer of record to prepare and submit "as -built" plans. Prior to City acceptance of the project, both the City and County inspect the sewer for final approval, and prior to exoneration of construction bonds, the sewer must be accepted for maintenance by SMD. In accordance with SMD policy, all new or rehabilitated pump stations are inspected by experienced SMD electro -mechanics prior to acceptance for maintenance by SMD. Chapter 6 Overflow Emergency Response Plan CHAPTER 6 OVERFLOW EMERGENCY RESPONSE PLAN 6.1 Overflow Response Procedure The SMD provide 24-hour emergency services to investigate and/or correct complaints from citizens or messages from telemetry systems installed at sewage pump stations and wastewater treatment plants. The City of Santa Clarita's Environmental Services Division investigates all illicit discharges that may enter the storm drain system. The Santa Clarita Stormwater Hotline number is (661) 222-7222 can be called during business hours for immediate investigation of any incidents. The DPW's 24-hour emergency telephone number is 1 -800 -675 -HELP (4357). Personnel are available 24 hours each day of the year to receive and act on any calls or automated alarms related to problems with the sewer system. During business hours, emergency calls are received by the Public Works Dispatch Operator. The Operator will call and dispatch the nearest Sewer Maintenance crew to the problem site. For after -hour emergencies, the Operator will call the Regional Sewer Maintenance Superintendent or Supervisor in the order listed on the Emergency Contact Telephone List. The Superintendent or Supervisor who receives the emergency call will investigate the complaint and take appropriate action including immediate dispatch of a standby crew with necessary equipment to take care of the problem, or refer the call to other agencies if the problem is found not to be in our jurisdiction. These overflow reporting procedures are presented in a flow chart in Chapter 2, Section 2.3.5. As prescribed by the DPW's Best Management Practices and contained in the SMD overflow response instruction manual (Appendix G), the crew responding to an overflow emergency is required to stop the overflow, contain it if possible, and ensure that the facility or area is cleaned up and returned to normal operation. Residents in the immediate vicinity of the overflow are informed of the cause of the problem and the remedial action taken. The County of Los Angeles Health Department, the Regional Water Quality Control Board, and the State Office of Emergency Service are notified of all sanitary sewer overflows. The DPW Flood Maintenance Division (FMD) is notified of all overflows that discharge into the storm drain system. The role of FMD is to assist in tracing and capturing the spill as much as possible before it reaches the waters of the United States. The agencies to be notified, method, and time frame for notification are presented in Section 6.1.1. The phone/fax numbers of the agencies are presented on Section 6.1.2. The relevant data about the overflow such as location, volume, and agencies notified, etc., is recorded in field report forms (Section 6.1.3) and later stored in the computer. All field personnel are trained to be conversant with these procedures and to accurately report SSO incidents. 17 CW G LL cW L_ H Z Q Z O H Q U LL_ F O Z to W U 2 W Q O Q J 7 c� LU w r r Z:• m c O N N m a) N m a w m a) c 0 @ r O C O E o C m w CL N c a) a m U 0 m i6 0 Q Q m m w 0 c 0 co E d o - d m x m ai m m O c m N m m c6 m a O E N •_ Q 9 0 = Q c m m N co Y m o N v m w e 'C o d- Of oa`>,..°��o m ao� E UE d c L y m ry N C a TUC U O = N= m m E a) _ > > L_ t > N O O U O m U N m m N C o c m m 3 m m d a m y - m 0 m m 0 0 m m m v C w O :.. L a) m m 0 0 E C N— C.L. Q Q m Q c a c E a m Q m Q m c o¢¢¢ c VOi 0 z z U= o z OMLLa �'¢ mz(nzcn0 Ezzzrn0 min m m m m O O 0 U)U as d v.n mn yo_ m o c m m m m m m m m d c `O c `O c o m- u' = m m m m d= E o ai rn ai o> ai rn ai rn E m O@ >, m o o m a 0 No m o a'� m U U U U N 3 N N N N w 0 o 0 0 0 0 0 0 0 0 0 0 0 0 c m = m c@ c@ O` O` O N O m m m@ m @@ y y` y 0 r o m m m m m m .o�, 0 0 y t N L N L wL N O_ r_ $ @ m m m¢ m¢ @¢ QN QN ¢N ¢N Q W �i O U)U)U)U)Z U)ZU)U)Z u w o = o � Z N a = 6 O @ V +0.r N C C m C C N@ _ a E O O O C O C 2 C d' 2 d' of 0_ O rn ro ma' m Q m m D m m mm m mm U U U U U U U U a d U d d nf K m d fkf o 3: Lu 3: : ami x u. of d U) xKOOfU) xwOWU) d a � E m m L 0 O V L d rn m D C N O —aTj 0 O y @ v E E N O) U= m V m L O) N 7 m C 3 N O r N Ole a N O C V al A 'N' m y m O a) N m O L T U) m N V) of L« S9 m m m U) 0 Q H d m a� Z o d r N Z U m c O N N m a) N m a w m a) c 0 @ r O C O E o C m w CL N c a) a m U 0 m i6 0 Q Q m m w 0 c 0 co E d o - d m x m ai m m O c m N m m c6 m a O E N •_ Q 9 6.1.2 AGENCIES TELEPHONE/FAX NUMBERS Agency Contacts I Hours of Operation County Health Department State Office of Emergency Services Los Angeles Regional Water Quality Control Board (Region 4) Lahontan Regional Water Quality Control Board (Lancaster/Palmdale area) (Region 6) Flood Maintenance Division East Area South Area West Area State Water Resource Control Board (213)974-1234 1-800-852-7550 (213) 576-6600 (213) 576-6650 (760)241-6583 (626) 445-7630 (626) 798-6761 (562)861-0316 (818)896-0594 (818)248-3842 Online database website address 19 Answered on a 24-hour, 7 -day a week basis Answered on a 24-hour, 7 -day a week basis Answered only during normal working hours Answered only during normal working hours Answered only during normal working hours Answered only during normal working hours Answered only during normal working hours 6.1.3 Procedure to Ensure that Staff and Contractors are Aware of and are Appropriately Trained to Follow the Emergency Response Plan The SMD's Emergency Response Plan is available to key personnel who are responsible for managing or responding to SSOs. Copies of the SMD's instruction manuals are available to field crews and engineers at the office who manage or have the role of preparing SSO reports to regulatory agencies. All contractors doing emergency sewer repair or other sewer -related construction work for the SMD are required to comply with the Employee and Public Safety, SSO Notification and Reporting Provisions of their agreement with DPW. They are also required to have employees that are adequately trained and well equipped. The contractors' construction activities are regularly monitored by DPW engineers and inspectors to assure compliance with these requirements. 6.1.4 Procedures to Address Emergency Operations such as Traffic, Crowd Control, and other Necessary Response Activities The SMD's field personnel and the staff of the emergency contractors who are retained for SSO responses are well trained in traffic and crowd control. The SMD's vehicles are well equipped with traffic and crowd control tools, including orange traffic control cones, yellow tape, flashing lights, high visibility yellow uniforms, etc. 6.1.5 Program to Eliminate or Minimize the Discharge of SSOs into Waters of the United States The SMD's and emergency contractors' crews are properly trained on methods and procedures to prevent or limit the amount of SSO into waters of the United States and how to mitigate their impacts. Some of the methods include the use of sand bags to contain SSOs, absorbent socks to prevent SSO discharge into storm drain catch basins, and the use of vacuum trucks to suck up contained spills and dump the effluent back into the collection system at other safe locations. 20 Chapter 7 Fog Control Program CHAPTER FOG CONTROL PROGRAM 7.1 Public Education Outreach Program The DPW proactively reaches out to customers throughout the SMD about the FOG program. Information on proper disposal of FOG and other SSO prevention measures, including installation of backflow valves, house lateral maintenance, etc., is disseminated through publication of an Annual Report, brochures, articles in Cities' newsletters, and individual notices to property owners. The DPW also utilizes personal contacts with home and business owners by our field crews and the DPW's Industrial Waste Inspectors. DPW has also initiated the distribution of FOG door hangers in neighborhoods with sewer lines prone to heavy grease problems. These methods have proven to be very effective in relaying information on proper disposal of FOG and other SSO prevention methods to stakeholders. DPW is continuously seeking additional ways to communicate with the public. Expanded use of the DPW's home webpage, use of radio and television announcements, and other means would be pursued in the future. 7.2 Disposal Methods for FOG Generated within the SMD Service Area Solidified fats found in the collection system during cleaning operations are trapped, collected, and taken to the maintenance yard dump bins. These and other debris collected from the system are taken to the County Sanitation Districts of Los Angeles County (CSD) facilities. 7.3 The Legal Authority to Prohibit Discharges to the System and Identify Measures to Prevent SSOs and Blockages Caused by FOG The DPW's legal authority to prevent illicit discharges into the sanitary sewer system is discussed in Chapter 3, Section 3.1.1 of this document. The legal authority to limit the discharge of FOG and other debris that may cause blockages in the sewer lines is discussed in Section 3.1.4. The SMD utilize semiannual manhole inspection of all manholes and the scheduled and unscheduled sewer line cleaning and television inspection of the interior of sewer pipes to identify pipe segments experiencing heavy grease accumulation and in mitigating the problem. These legal mandates and maintenance practices are complemented by the SMD's Public Education and Outreach Program discussed in Section 7.1 above to minimize SSOs and blockages caused by FOG. 21 7.4 Requirements to Install Grease Removal Devices, Design Standards for Grease Removal Devices, Maintenance Requirements, BMP Requirements, Recordkeeping, and Reporting Requirements The DPW's legal authorities to enforce the requirements stipulated in this Section are contained in various chapters of the LACO Code including Chapters 20.24, 20.34, and 20.36, etc. The Director of Public Works is authorized to enforce Title 20, Division 2, Section 20.24.100, and Environmental Programs Division of the DPW has been charged with permitting (Section 20.36.040) and inspecting nearly 6,800 industrial waste facilities that discharge into the sanitary sewer system in the unincorporated areas and 30 contract cities within the CSMD. Pretreatment devices are required for industrial waste generating facilities, including restaurants and other food establishments. They are required to be designed per the LACO Plumbing Code approved, installed, and operated in a manner to control discharges of FOG into the sanitary sewer system and to ensure that the facilities do not create nuisances, menaces to the public peace, health or safety hazards, or adverse impacts on the public sewerage system, soil, underground, and/or surface waters. If there is a FOG -related problem associated with an industrial waste permit, the DPW will take enforcement action against the permitee, or where applicable, refer the problem to the contract city for enforcement action. The DPW does not issue permits or inspect domestic sewage disposal to the sanitary sewer system. However, the LACO Code prohibits the discharge of "any material, which may create a public nuisance, or menace to the public health or safety, or which may pollute underground or surface waters, or which may cause damage to any storm - drain channel or public or private property" (Section 20.36.010). If during inspection of the sanitary sewer system Sewer Maintenance Division determines that a FOG -related problem exists and is traceable to a domestic sewage source of such character that is not satisfactory (Section 20.20.100), under the LACO Code, pretreatment could be required or the discharge required to be eliminated. Domestic waste containing FOG can lead to SSOs, which are public nuisances and California Health and Safety Code Division 5, Part 3, Chapter 6, Article 2 can also be used to impose appropriate domestic sewage discharge requirements. 7.5 Authority to Inspect Grease Producing Facilities, Enforcement Authorities, and Evidence of Adequate Staffing to Inspect and Enforce the FOG Ordinance As discussed in Chapter 3 of this document, the DPW has the legal authority to inspect and enforce the County of Los Angeles FOG Ordinances. The DPW has adequate staff to conduct inspections of pretreatment facilities at all permitted food establishments within the SMD. The funding mechanism now in place allows for increases in permit and other services charges if necessary to hire additional staff. 22 7.6 Cleaning Schedule for Identified FOG Prone Sewer Segments Experience has shown that FOG contributes to about 36 percent of the total SSOs that occur in the SMD's sewer collection system. The remaining 64 percent is attributable to tree root intrusion into the system and other causes. As indicated in Chapter 4 of this document, FOG prone sections of the SMD's collection system, otherwise called "hot spots," are identified during routine maintenance operations and investigation of stoppages and SSOs. These are typically cleaned by hydro jetting and rodding if tree roots are encountered. Those portions of the system found to have persistent FOG problems are put on monthly, quarterly, or semi-annual periodic cleaning schedule, depending on the magnitude of the problem. Furthermore, segments of the collection system with persistent FOG problems are referred to the Environmental Programs Division of the DPW for additional investigation and enforcement actions. 23 Chapter 8 System Evaluation and Capacity Assurance Plan CHAPTER8 SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN 8.1 System Evaluation and Capacity Assurance DPW's Land Development Division is the County of Los Angeles first line of defense in ensuring that the public sewer infrastructure is correctly designed, adequately sized, and easily maintainable. DPW's legal authority to perform this important task is set forth in the multiple documents discussed in detail below. Each city within the CSMD is responsible for ensuring that their system is properly designed and constructed. The CSMD reviews plan from the cities from maintenance stand point only. 8.2 Adequate Capacity and Correct Design Title 20, Division 2 of the LACO Code forms the foundation upon which DPW is given the legal responsibility for ensuring sound, logical, and functional design of the public sewer infrastructure. The LACO Code also forms the basis upon which sewer construction plans are designed and plan checked. The code defines terms, establishes fees, sets out provisions for enforcement and maintenance, and sets the basis of design standards for sewers. It does not detail every standard and requirement necessary for the functional design of the sewer system. Supplementing the Code are the DPW's Private Contract Sanitary Sewer Procedural Manual and its accompanying sample plans and the Guidelines for Pump Station Design. These texts give specific information on the DPW's requirements for plan processing, approval, permitting, and detail requirements for designing the sewer to established standard for proper operation. The submittal of a sewer area or capacity study is the official process for adequately sizing the sanitary sewer and is detailed in Title 20, the Procedural Manual, and also through official DPW policy memoranda and sample studies and methodology hand- outs. The DPW requires the satisfactory completion of capacity study by a private registered civil engineer prior to giving approval for projects that can affect the capacity of the public sewer system. The completed study will analyze the capacity in the existing system and will set forth mitigation requirements for developers to ensure adequate capacity. The study will also justify the sizing of proposed lines to accommodate the base, peak, and wet weather flows from all area tributary to the mainline sewer under consideration or pumping station, now and in the future. The approved capacity study is referenced directly by the plan checker when design plans for the new infrastructure are submitted to assure adequate capacity. All proposals for a new connection to an existing sewer must also comply with the DPW's policies for managing available sewer capacity. Ozl Sewer plans for construction are prepared by registered civil engineers and submitted to the DPW for plan check. Codified Division 2 and time tested Procedural Manual precepts are used in an iterative plan check process to ensure that the sewer will function properly. American Public Works Association Greenbook standards and the DPW Standard Plans are referenced where more detailed -design data is to be specified. Permits for construction of any public sewer infrastructure are not issued until the iterative plan check process has been satisfactorily completed, thus, ensuring the functional design and adequate capacity of the public sewer collection system. 8.3 Capacity Enhancement Plan The SMD plan to enhance the capacity of the sewer lines includes: Semiannual inspection of all manholes and scheduled and unscheduled CCN of the interior of sewer lines to identify pipe segments with impeded sewage flow due to accumulation of grease, tree roots intrusion, and structural damage, or pipe experiencing 1/1 problems. 2. Sewer line flow measurements to evaluate the capacity of sewer lines suspected of being surcharged. 3. Mitigating the problems identified by sewer line cleaning, repair, or rehabilitation by lining or replacement of the sewer pipes. The various elements of the SMD's capacity enhancement plan are discussed under the Preventive Maintenance, Condition Assessment, and Capital Improvement Programs in Chapter 4 of this document and in Sections 8.1 and 8.2 of this chapter. 25 Chapter 9 Monitoring, Measurement, and Modification Program CHAPTER MONITORING, MEASUREMENT, AND MODIFICATION PROGRAM 9.1 Monitoring A SMD's SSMP Committee consisting of not less than two Section Heads from the Sewer Maintenance Division and all field Superintendents shall annually review all SSO records, SMD productivity reports (Appendix H), and other relevant documents to evaluate the effectiveness of the key SSMP program elements. 9.2 SSMP Program Effectiveness Evaluation The effectiveness of the program shall be monitored and tracked through the SMD Performance Measure Indicators (Appendix 1) of the key activities aimed towards minimizing sewer overflows. These include the total number of overflows, total number equal or greater than 1,000 gallons or reaching the waters of the United States, overflow response time, reduction in repeated incidents of overflow at same location, and reduction in number of overflows caused by flows exceeding the capacity of the collection system. 9.3 Program Modifications Based on the above monitoring or performance evaluations, the SSMP program elements will be updated or modified as necessary. 9.4 SSO Location Mapping and Trends The various applications of SSO locations and frequency of occurrence are presented in this section. 9.4.1 Location Map The locations of SSO occurrences are plotted annually on a district -wide map or on city maps (Appendix J). The causes of the SSOs are also recorded. These maps are used for establishing SSO patterns, identifying hot spots as indicated by clusters on the maps, and for scheduling work assignments and providing information on SSO activities to cities within the CSMD. 9.4.2 Mapping of SSO Frequencies The monthly numbers of SSOs are also depicted in charts and graphs (Appendix K, and K2). The charts are used to identify SSO trends and as an indicator of 1/1 problems that need to be corrected. The graphs are used to identify SSO trends and to evaluate overall SSMP program success, especially by comparing the graphs to different years and with results from other sewering agencies. 26 Chapter 10 SSMP Program Audit and Certification CHAPTER 10 SSMP PROGRAM AUDIT AND CERTIFICATION 10.1 SSMP Program Audit The SMD's SSMP committee shall conduct an internal audit and prepare a report every two years. The audit shall focus on evaluating the effectiveness of the SSMP and the SMD's compliance with the SSMP requirements including identification of any deficiencies in the SSMP and steps to correct them. The audit shall also rely on interviews with key personnel, observations, equipment inspections, and review of records, etc. The most recent report of the audit will be kept on file in the Sewer Maintenance Division's Alhambra office with a copy of the SSMP kept at the Santa Clarita SMD field maintenance yard, and a copy of the City of Santa Clarita's SSMP kept at the Santa Clarita City Hall building. 10.2 SSMP Certification The SSMP shall be certified by the Assistant Deputy Director or authorized representatives to be in compliance with the requirements set forth in the WDR's and be presented to the Board of Supervisors for approval at a public meeting. The SMD authorized representative must also complete the certification portion in the online SSO Database Questionnaire by checking the appropriate milestone box, printing, signing the automated form, and sending the signed form to: State Water Resources Control Board Division of Water Quality Attention SSO Program Manager P.O. Box 100 Sacramento, CA 95812 10.3 SSMP Modification and Recertification The SSMP must be updated every five years to keep it current. When significant amendments are made to any portion or portions of the SSMP, it must be resubmitted to the Board of Supervisors and the Santa Clarita City Council for approval and recertification. The recertification shall be in accordance with the certification process described in Section 10.2 above. Chapter 11 Communication and SSMP Availability CHAPTER 11 COMMUNICATION AND SSMP AVAILABILITY 11.1 Communication The SMD shall provide the represented cities, the general public and other agencies, with status updates on the development and implementation of the SSMP and consider comments made by them. The SMD shall utilize media such as letters, newsletters, brochures, annual reports, notices in newspapers, and the Departments home web page for conveying this information. 11.2 SSMP Availability Copies of the SMD SSMP will be maintained in the SMD Alhambra Headquarters Office and all SMD Maintenance Yards, and posted in the Departments home web page. A copy of the City Santa Clarita's SSMP will be maintained at the City of Santa Clarita's City Hall building, Public Works Department. The document shall be made readily available to the Regional Water Quality Control Board (Region 4) representatives upon request and to the operators of any collection system or treatment facility downstream of the SMD -maintained system. CHAPTER 12 SMD AND CITY RESPONSIBLITIES UNDER THE WDR 12.1 SMD Versus City Responsibilities The SMD and the Cities within the district will play significant roles, jointly and separately, towards attaining the goals of the WDR's. The degree of these collaborative efforts will vary from city to city depending on type of other SSO related services the DPW is providing to each city under different agreement. DPW shall apply for coverage under the WDR for facilities it owns. Cities will apply for coverage for facilities they own. The SMD service areas delineated by receiving treatment facilities is included in Appendix M. The WDR's applications and permits are included in Appendix N. DPW shall prepare a comprehensive SSMP for the SMD. The cities, with some guidance from DPW, will prepare the SSMP for their cities if required by the RWQCB. Some cities within the SMD have either adopted the LACO Code or established local ordinances or resolutions governing the performance of items stipulated in the WDRs. Cities that do not possess the required legal authorities will have to adopt the legal means to do so. Section 12.2 shows the SMD Cities and the SSO related services currently provided by DPW to each of the cities. It also contains information on estimated population of the cities. The SMD shall perform all functions under the WDRs related to the operation and maintenance program. SMD shall also be responsible for conducting structural evaluation of the sewer system and for correcting identified structural and maintenance deficiencies under the ACO program. The City will conduct the capacity assurance study of the sewer collection system, if necessary, and correct any identified hydraulic deficiencies. 12.2 County of Los Angeles Department of Public Works Sewer Related Services to the 42 CSMD Cities city Consolidatd Sewer Maintenance District Accumulative Capital Outlay Program Sewer Maintenance Agreement Building and Safety Industrial Waste city EngineersNulationA oura Hills x x x Artesia x x x x Baldwin Park x x Bell Gardens x x x Bellflower x x 72,878 Bradbury x x 855 Calabasas x x x 20,033 Carson x x x x x 899730 Commerce x x x x x 129568 Cudahy x x x 249208 Diamond Bar x x x 56,287 Duarte x x x x 21,486 Glendora x x 49,415 Hawaiian Gardens x x x 14,779 Hidden Hills x x 11875 Industry x x x 777 Irwindale x x x 11446 La Canada Flintrid e x x x x 20,318 La Habra Heights x x 5,712 Mirada x x x x x 469783 Puente x x x 419063 Lakewood x x x x x 79,345 Lancaster x x 118,718 Lawndale x x x x 31,711 Lomita x x x x x 209046 Malibu x x 12,575 Palmdale x x x 116,670 Palos Verdes Estates x x 13,340 Paramount x x x 55,266 Pico Rivera x x x 633528 Rancho Palos Verdes x x x 413145 Rolling Hills x x x 1,871 Rolling Hills Estates x x x x 73676 Rosemead x x x 53,505 San Dimas x x x 64,980 Santa Clarita x x x 151,088 Santa Fe Springs x x x 17,438 South EI Monte - x x 21,144 Temple City x x x x x 33,377 Walnut x x x 30,004 West Hollywood x x 35,716 Westlake Village x x x x 81368 T TALS:1 40 1 39 1 2 1 16 31 6 1,614,532 e population data was obtained from the year 2000 Census data. Individual Cities should verify the accuracy of the above data. , nrough the General Services Agreement, a City can request County Resources upon specific request. Public Works currently provides at least some degree of services to all 88 cities in Los Angeles County. 29 Survey California Integrated Water Quality System (CIWQS 4.5.2) - Build Number: 04.08.2009.... Page 1 of 2 Menu I HeIgiLoo out we Navigate to: You are logged -in as: kpulskamp. If This amount Aces not belong to you, please log out. SSO -Questionnaire ?I SSO Menu Regional Water Board; Region 4 -Los Angeles Agency: City of Santa Clients Sanitary Sewer System: Santa Claris City CS Collection Save Note: All questions are required to be Last updated on: 2009-01-13 answered 10:54.36.0 Collection System Questionnaire 11 1) What Is the population served by your agency's sanitary sewer system? 151,088 2) What is your current a nnua l operation a nd me Inherence budget for sanity ry sewer system 2,019,000 facilities? 3)What is your current annua l capita l expenditure budget for as nitary sewer system facilities? 530,000 Please identify the total number of employees (technical and mechanicap for your agency's sanitary sewer system (including pump station operations) working willum the different classTcations listed below. t) Entry Level ( Less than 2 years experience) Number of agency employees? 2.9 5) Journey Level ( Greater than or equal 2 years experience) Number of agency employees? 1p.q fi) Supervisory Level Number of agency employees? 1.1 7) Managerial Level Number of agency employees? 0.0 I number of employees who hold CWEA Certification for Mechanical Technologist and EleddcaVlnslrumentation. the various Certificates and Grades levels listed below B) Grade 1 Number of cenl6ed (Grade I Collection System Maintenance) agency employees: 0 Number of certified (Grade I Plant Maintenance Technologist) agency employees? O 9) Grade II Number of certified (Grade II Collection System Maintenance) agency employees: pO Number of certified (Grade II ElecNpVlnstrumentafon Technologist) agency employees: O Number of certified (Grade II Mechanical Technologist) agency employees: O 1980-1999 10) Grade III 1960 -1979 Number of certified (Grade III Collection System Maintenance) agency employees: 0 Number of codified (Grade III ElectrtraVlnslrumentalion Technologist) agency employees: O Number of cedifietl (Grade III Mechanical Technologist) agency employees: O /u, 11) Grade IV Number of miffed (Grade IV Collection System Maintenance) agency employees: Number of certified (Grade IV EleclrpVlnstrumentaeon Technologist) agency employees: O Number of certified (Grade IV Mechanical Technologist) agency employees: 12) How me or miles of forced mains a nd other pressure systems? 0.4 13) How many miles of gravity sewers? 375.5 14) Estimated total miles of laterals (upper and lower)? 15) Which portion of laterals Is your agency responsible for? None 16) Estimated total miles of laterals your agency Is responsible for? OO 17) Number of service lateral connections? 42033 18) Approximately, what percentage of your sanitary sewer system was constructed between the years of rote: total must sum to 100 14 70, 2000 - Present 1980-1999 1960 -1979 1940 -1959 100 - 1939 /u, California Integrated Water Quality System (CIWQS 4.5.2) - Build Number: 04.08.2009.... Page 2 of 2 0O 11 1900- 1919 OO°o. Before 1900 I Estimated total miles of your sanitary sewer system not accessible by vehicle? 1.3 I What Is your total gravity sewer system cleaning production In mllestyear? 94 p I What Is your total gravity sewer system condition inspection (e.g.. CCTV) production In 36.2 les/year? peva Nate: All questions are required to be answered. © 2000 Slate of California. Conditions of Use Privacy Policv STATE WATER RESOURCES CONTROL BOARD 2004-05 Survey for Wastewater Collection, Transport, and/or Treatment Agencies Agency: County Sanitation District No. 26 of Los Angeles County Survey ID No. 3119119 Service Area: Canyon Country, Santa Clarita, Sand Canyon, Saugus Contact: David B. Bruns Title: Head, Financial Planning Phone: (562) 699-7411, ext. 2704 Address: P.O. Box 4998, Whittier, CA 90607-4998 1. Wastewater facilities your agency is responsible for: ❑collection; ®treatment; ®interceptor; ®disposal; 2. Our records indicate your wastewater receives treatment at: Los Angeles County Sanitation Districts 3. Is BOD, COD, and/or SS loading considered when setting rates? Eyes ❑No 4. Method of charging single family residential user: ®Flat Rate ❑Variable rate based on water consumption ❑Other (specify) 5. Current (7/1/2004-6/30/2005) wastewater user fees (include additional regional treatment fees, if appropriate) 11. Approximate population receiving wastewater services from this facility: ❑under 1,000 ❑1,000-9,999 ❑101000-49,999 ®50,000-99,999 ❑1007000-499,999 ❑500,000 or more 12. Number of sewer accounts: Residential? 31,257 Commercial? 267 Industrial? 3 Institutional? 21 13. Current average dry weather flow (ADWF) 18.45 mgdr Design (or contractual) capacity? 19.1 mgd 14. The wastewater facility that treats wastewater from the above mentioned service area has what level of treatment? []Primary ❑Primary with some secondary ❑Secondary ❑Secondary with some tertiary ®Tertiary 15. Date form was completed? January 5, 2005 Thank you. Comments: Please return to: SWRCB-DFA, Alto. Ronald R. Blair, P.O. Box 944212, Sacramento, CA 94244-2120 or you may FAX to (916) 341-5707 in lieu of mailing form. 'Based on Santa Clarita Valley Joint Sewerage System flows measured at two different plants. f.9nnruMF-,Nt, nr.A1.9-1\Tnm \Nn1nr, 99, Single family residence: $ 118.00 per (check one) ❑monthly ❑bimonthly ®annual Multiple family (per unit): $ 70.80 per (check one) ❑monthly ❑bimonthly ®annual Mobile homes (per unit): $ 70.80 per (check one) ❑monthly ❑bimonthly ®annual 6. 7. User fees are []billed directly Is wastewater debt service (bonds, ®an assessment on tax rolls Fad valorem taxes loans, COP's, etc.) included in the user fees? ®Yes ❑No ❑No debt 8. Agency's wastewater O & M budget for FY 2004-05 allocated to this service area is: $ 7.204.000 9. Connection (or capacity) fees for an average new single family dwelling in this service area is: $ 2,330 10. Are connection fees placed in a dedicated capital expansion (or replacement) fund? ®Yes ❑No 11. Approximate population receiving wastewater services from this facility: ❑under 1,000 ❑1,000-9,999 ❑101000-49,999 ®50,000-99,999 ❑1007000-499,999 ❑500,000 or more 12. Number of sewer accounts: Residential? 31,257 Commercial? 267 Industrial? 3 Institutional? 21 13. Current average dry weather flow (ADWF) 18.45 mgdr Design (or contractual) capacity? 19.1 mgd 14. The wastewater facility that treats wastewater from the above mentioned service area has what level of treatment? []Primary ❑Primary with some secondary ❑Secondary ❑Secondary with some tertiary ®Tertiary 15. Date form was completed? January 5, 2005 Thank you. Comments: Please return to: SWRCB-DFA, Alto. Ronald R. Blair, P.O. Box 944212, Sacramento, CA 94244-2120 or you may FAX to (916) 341-5707 in lieu of mailing form. 'Based on Santa Clarita Valley Joint Sewerage System flows measured at two different plants. f.9nnruMF-,Nt, nr.A1.9-1\Tnm \Nn1nr, 99, STATE WATER RESOURCES CONTROL BOARD 2004-05 Survey for Wastewater Collection, Transport, and/or Treatment Agencies Agency: County Sanitation District No. 32 of Los Angeles County Survey ID No. 3119139 Service Area: Castaic, Newhall, Santa Clarita, Valencia Contact: David B. Bruns Title: Head, Financial Planning Phone: (562) 699-7411, ext. 2704 Address: P.O. Box 4998, Whittier, CA 90607-4998 1. Wastewater facilities your agency is responsible for: ❑collection; ®treatment; ❑interceptor; ®disposal; 2. Our records indicate your wastewater receives treatment at: Los Angeles County Sanitation Districts 3. Is BOD, COD, and/or SS loading considered when setting rates? Eyes [—]No 4. Method of charging single family residential user: ®Flat Rate ❑Variable rate based on water consumption ❑Other (specify) 5. Current (7/1/2004-6/30/2005) wastewater user fees (include additional regional treatment fees, if appropriate): Single family residence: $ 119.00 per (check one) ❑monthly ❑bimonthly 12. ®annual 19 Institutional? 35 13. Current average dry weather flow (ADWF) 18.45 mgd' Design Multiple family (per unit): $ 71:40 per (check one) ❑monthly - ❑bimonthly Zannual Mobile homes (per unit): $ 71.40 per lcheck one) ❑monthly ❑bimonthly ®annual 6. User fees are ❑billed directly ®an assessment on tax rolls ❑ad valorem taxes 7. Is wastewater debt service (bonds, loans, COP's, etc.) included 5n the user fees? ®Yes ❑No ❑No debt 8. Agency's wastewater O & M budget for FY 2004-05 allocated to this service area is: $ 7.593.000 9. Connection (or capacity) fees for an average new single family dwelling in this service area is: $ 2.330 10. Are connection fees placed in a dedicated capital expansion (or replacement) fund? ®Yes ❑No 11. Approximate population receiving wastewater services from this facility: ❑under 1,000 ❑1,000-91999 ❑10,00049,999 ®50MO-99,999 ❑1001000499,999 ❑500,000 or more 12. Number of sewer accounts: Residential? 27.845 Commercial? 905 Industrial? 19 Institutional? 35 13. Current average dry weather flow (ADWF) 18.45 mgd' Design (or contractual) capacity? 19.1 mgd 14. The wastewater facility that treats wastewater from the above mentioned service area has what level of treatment? ❑Primary ❑Primary with some secondary ❑Secondary ❑Secondary with some tertiary ®Tertiary 15. Date form was completed? January 5. 2005 Thank you. Comments: Please return to: SWRCB-DFA, Attu. Ronald R. Blair, P.O. Box 944212, Sacramento, CA 94244-2120 or you may FAX to (916) 341-5707 in lieu of mailing form. 'Based on Santa Clarita Valley Joint Sewerage System flows measured at two different plants. C. DOCUME-1bityUDCH S-1\Te lDistdd 32A= Appendix A Waste Discharge Requirements EWA NK -11 MATMA WASTE DISCHARGE REQUIREMENTS State Water Resources Control Board Order No. 2006-0003 Page 1 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2106 STATE WATER RESOURCES CONTROL BOARD ORDER NO. 2006-0003 STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State Water Resources Control Board, hereinafter referred to as "State Water Board", finds that: All federal and state agencies, municipalities, counties, districts, and other public entities that own or 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 are required to comply with the terms of this Order. Such entities are hereinafter referred to as "Enrollees". 2. Sanitary sewer overflows (SSOs) are overflows from sanitary sewer systems of domestic wastewater, as well as industrial and commercial wastewater, depending on the pattern of land uses in the area served by the sanitary sewer system. SSOs often contain high levels of suspended solids, pathogenic organisms, toxic pollutants, nutrients, oxygen -demanding organic compounds, oil and grease and other pollutants. SSOs may cause a public nuisance, particularly when raw untreated wastewater is discharged to areas with high public exposure, such as streets or surface waters used for drinking, fishing, or body contact recreation. SSOs may pollute surface or ground waters, threaten public health, adversely affect aquatic life, and impair the recreational use and aesthetic enjoyment of surface waters. 3. 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. 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. Major causes of SSOs include: grease blockages, root blockages, sewer line flood damage, manhole structure failures, vandalism, pump station mechanical failures, power outages, excessive storm or ground water inflow/infiltration, debris blockages, sanitary sewer system age and construction material failures, lack of proper operation and maintenance, insufficient capacity and contractor - caused damages. Many SSOs are preventable with adequate and appropriate facilities, source control measures and operation and maintenance of the sanitary sewer system. FIN State Water Resources Control Board Order No. 2006-0003 Page 2 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 SEWER SYSTEM MANAGEMENT PLANS 5. To facilitate proper funding and management of sanitary sewer systems, each Enrollee must develop and implement a system -specific Sewer System Management Plan (SSMP). To be effective, SSMPs must include provisions to provide proper and efficient management, operation, and maintenance of sanitary sewer systems, while taking into consideration risk management and cost benefit analysis. Additionally, an SSMP must contain a spill response plan that establishes standard procedures for immediate response to an SSO in a manner designed to minimize water quality impacts and potential nuisance conditions. 6. Many local public agencies in California have already developed SSMPs and implemented measures to reduce SSOs. These entities can build upon their existing efforts to establish a comprehensive SSMP consistent with this Order. Others, however, still require technical assistance and, in some cases, funding to improve sanitary sewer system operation and maintenance in order to reduce SSOs. 7. SSMP certification by technically qualified and experienced persons can provide a useful and cost-effective means for ensuring that SSMPs are developed and implemented appropriately. 8. It is the State Water Board's intent to gather additional information on the causes and sources of SSOs to augment existing information and to determine the full extent of SSOs and consequent public health and/or environmental impacts occurring in the State. 9. Both uniform SSO reporting and a centralized statewide electronic database are needed to collect information to allow the State Water Board and Regional Water Quality Control Boards (Regional Water Boards) to effectively analyze the extent of SSOs statewide and their potential impacts on beneficial uses and public health. The monitoring and reporting program required by this Order and the attached Monitoring and Reporting Program No. 2006-0003, are necessary to assure compliance with these waste discharge requirements (WDRs). 10. Information regarding SSOs must be provided to Regional Water Boards and other regulatory agencies in a timely manner and be made available to the public in a complete, concise, and timely fashion. 11. Some Regional Water Boards have issued WDRs or WDRs that serve as National Pollution Discharge Elimination System (NPDES) permits to sanitary sewer system owners/operators within their jurisdictions. This Order establishes minimum requirements to prevent SSOs. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, Regional Water Boards may issue more stringent or more FTAX State Water Resources Control Board Order No. 2006-0003 Page 3 of 20 Statewide General WEIR For Wastewater Collection Agencies 5/2/06 prescriptive WDRs for sanitary sewer systems. Upon issuance or reissuance of a Regional Water Board's WDRs for a system subject to this Order, the Regional Water Board shall coordinate its requirements with stated requirements within this Order, to identify requirements that are more stringent, to remove requirements that are less stringent than this Order, and to provide consistency in reporting. REGULATORY CONSIDERATIONS 12. California Water Code section 13263 provides that the State Water Board may prescribe general WDRs 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 discharge requirements than individual discharge requirements. This Order establishes requirements for a class of operations, facilities, and discharges that are similar throughout the state. 13.The issuance of general WDRs to the Enrollees will: a) Reduce the administrative burden of issuing individual WDRs to each Enrollee; b) Provide for a unified statewide approach for the reporting and database tracking of SSOs; c) Establish consistent and uniform requirements for SSMP development and implementation; d) Provide statewide consistency in reporting; and e) Facilitate consistent enforcement for violations. 14. The beneficial uses of surface waters that can be impaired by SSOs include, but are not limited to, aquatic life, drinking water supply, body contact and non - contact recreation, and aesthetics. The beneficial uses of ground water that can be impaired include, but are not limited to, drinking water and agricultural supply. Surface and ground waters throughout the state support these uses to varying degrees. 15.The implementation of requirements set forth in this Order will ensure 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 region and take into account the environmental characteristics of 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 A3 State Water Resources Control Board Order No. 2006-0003 Page 4 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2106 water quality in the area, costs associated with compliance with these requirements, the need for developing housing within California, and the need to develop and use recycled water. 16. The Federal Clean Water Act largely prohibits any discharge of pollutants from a point source to waters of the United States except as authorized under an NPDES permit. In general, any point source discharge of sewage effluent to waters of the United States must comply with technology-based, secondary treatment standards, at a minimum, and any more stringent requirements necessary to meet applicable water quality standards and other requirements. Hence, the unpermitted discharge of wastewater from a sanitary sewer system to waters of the United States is illegal under the Clean Water Act. In addition, many Basin Plans adopted by the Regional Water Boards contain discharge prohibitions that apply to the discharge of untreated or partially treated wastewater. Finally, the California Water Code generally prohibits the discharge of waste to land prior to the filing of any required report of waste discharge and the subsequent issuance of either WDRs or a waiver of WDRs. 17. California Water Code section 13263 requires a water board to, after any necessary hearing, prescribe requirements as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. The requirements shall, among other things, take into consideration the need to prevent nuisance. 18. California Water Code section 13050, subdivision (m), defines nuisance 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. 19. This Order is consistent with State Water Board Resolution No. 68-16 (Statement of Policy with Respect to Maintaining High Quality of Waters in California) in that the Order imposes conditions to prevent impacts to water quality, does not allow the degradation of water quality, will not unreasonably affect beneficial uses of water, and will not result in water quality less than prescribed in State Water Board or Regional Water Board plans and policies. 20. The action to adopt this General Order is exempt from the California Environmental Quality Act (Public Resources Code §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., tit. 14, §15308). In addition, the action to adopt IMA State Water Resources Control Board Order No. 2006-0003 Page 5 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 this Order is exempt from CEQA pursuant to Cal.Code Regs., title 14, §15301 to the extent that it applies to existing sanitary sewer collection systems that constitute "existing facilities' as that term is used in Section 15301, and §15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion of capacity. 21. The Fact Sheet, which is incorporated by reference in the Order, contains supplemental information that was also considered in establishing these requirements. 22. The State Water Board has notified all affected public agencies and all known interested persons of the intent to prescribe general WDRs that require Enrollees to develop SSMPs and to report all SSOs. 23. The State Water Board conducted a public hearing on February 8, 2006, to receive oral and written comments on the draft order. The State Water Board received and considered, at its May 2, 2006, meeting, additional public comments on substantial changes made to the proposed general WDRs following the February 8, 2006, public hearing. The State Water Board has considered all comments pertaining to the proposed general WDRs. IT IS HEREBY ORDERED, that pursuant to California Water Code section 13263, the Enrollees, their agents, successors, and assigns, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted hereunder, shall comply with the following: A. DEFINITIONS 1. Sanitary sewer overflow (SSO) - Any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include: (i) Overflows or releases of untreated or partially treated wastewater that reach waters of the United States; (ii) Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and (iii) Wastewater backups into buildings and on private property that are caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system. 2. 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. A5 State Water Resources Control Board Order No. 2006-0003 Page 6 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 For purposes of this Order, sanitary sewer systems include only those systems owned by public agencies that are comprised of more than one mile of pipes or sewer lines. 3. Enrollee - A federal or state agency, municipality, county, district, 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 this Order. 4. SSO 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://ciwgs.waterboards.ca.gov. This online database is maintained on a secure site and is controlled by unique usernames and passwords. 5. Untreated or partially treated wastewater — Any volume of waste discharged from the sanitary sewer system upstream of a wastewater treatment plant headworks. 6. 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. 7. Nuisance - California Water Code section 13050, subdivision (m), defines nuisance 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. B. APPLICATION REQUIREMENTS Deadlines for Application — All public agencies that currently own or operate sanitary sewer systems within the State of California must apply for coverage under the general WDRs within six (6) months of the date of adoption of the general WDRs. Additionally, public agencies that acquire or assume responsibility for operating sanitary sewer systems after the date of adoption of this Order must apply for coverage under the general WDRs at least three (3) months prior to operation of those facilities. Applications under the general WDRs — In order to apply for coverage pursuant to the general WDRs, a legally authorized representative for each agency must submit a complete application package. Within sixty (60) days of adoption of the general WDRs, State Water Board staff will send specific instructions on how to M State Water Resources Control Board Order No. 2006-0003 Page 7 of 20 Statewide General WOR For Wastewater Collection Agencies 5/2/06 apply for coverage under the general WDRs to all known public agencies that own sanitary sewer systems. Agencies that do not receive notice may obtain applications and instructions online on the Water Board's website. 3. Coverage under the general WDRs — Permit coverage will be in effect once a complete application package has been submitted and approved by the State Water Board's Division of Water Quality. C. PROHIBITIONS 1. Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited. WDRs 2. Any SSO that results in a discharge of untreated or partially treated wastewater that creates a nuisance as defined in California Water Code Section 13050(m) is prohibited. D. PROVISIONS The Enrollee must comply with all conditions of this Order. Any noncompliance with this Order constitutes a violation of the California Water Code and is grounds for enforcement action. 2. It is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with the general WDRs. Nothing in the general WDRs shall be: (i) Interpreted or applied in a manner inconsistent with the Federal Clean Water Act, or supersede a more specific or more stringent state or federal requirement in an existing permit, regulation, or administrative/judicial order or Consent Decree; (ii) Interpreted or applied to authorize an SSO that is illegal under either the Clean Water Act, an applicable Basin Plan prohibition or water quality standard, or the California Water Code; (iii) Interpreted or applied to prohibit a Regional Water Board from issuing an individual NPDES permit or WDR, superseding this general WDR, for a sanitary sewer system, authorized under the Clean Water Act or California Water Code; or (iv) Interpreted or applied to supersede any more specific or more stringent WDRs or enforcement order issued by a Regional Water Board. 3. The Enrollee shall take all feasible steps to eliminate SSOs. In the event that an SSO does occur, the Enrollee shall take all feasible steps to contain and mitigate the impacts of an SSO. 4. In the event of an SSO, the Enrollee shall take all feasible steps to prevent untreated or partially treated wastewater from discharging from storm drains into I`I State Water Resources Control Board Order No. 2006-0003 Page 8 of 20 Statewide General WEIR For Wastewater Collection Agencies 5/2/06 flood control channels or waters of the United States by blocking the storm drainage system and by removing the wastewater from the storm drains. 5. All SSOs must be reported in accordance with Section G of the general WDRs. 6. In any enforcement action, the State and/or Regional Water Boards will consider the appropriate factors under the duly adopted State Water Board Enforcement Policy. And, consistent with the Enforcement Policy, the State and/or Regional Water Boards must consider the Enrollee's efforts to contain, control, and mitigate SSOs when considering the California Water Code Section 13327 factors. In assessing these factors, the State and/or Regional Water Boards will also consider whether: (i) The Enrollee has complied with the requirements of this Order, including requirements for reporting and developing and implementing a SSMP; (ii) The Enrollee can identify the cause or likely cause of the discharge event; (iii) There were no feasible alternatives to the discharge, such as temporary storage or retention of untreated wastewater, reduction of inflow and infiltration, use of adequate backup equipment, collecting and hauling of untreated wastewater to a treatment facility, or an increase in the capacity of the system as necessary to contain the design storm event identified in the SSMP. It is inappropriate to consider the lack of feasible alternatives, if the Enrollee does not implement a periodic or continuing process to identify and correct problems. (iv)The discharge was exceptional, unintentional, temporary, and caused by factors beyond the reasonable control of the Enrollee; (v) The discharge could have been prevented by the exercise of reasonable control described in a certified SSMP for: • Proper management, operation and maintenance; • Adequate treatment facilities, sanitary sewer system facilities, and/or components with an appropriate design capacity, to reasonably prevent SSOs (e.g., adequately enlarging treatment or collection facilities to accommodate growth, infiltration and inflow (1/1), etc.); • Preventive maintenance (including cleaning and fats, oils, and grease (FOG) control); • Installation of adequate backup equipment; and • Inflow and infiltration prevention and control to the extent practicable. (vi)The sanitary sewer system design capacity is appropriate to reasonably prevent SSOs. State Water Resources Control Board Order No. 2006-0003 Page 9 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) The Enrollee took all reasonable steps to stop and mitigate the impact of the discharge as soon as possible. 7. When a sanitary sewer overflow occurs, the Enrollee shall take all feasible steps and necessary remedial actions to 1) control or limit the volume of untreated or partially treated wastewater discharged, 2) terminate the discharge, and 3) recover as much of the wastewater discharged as possible for proper disposal, including any wash down water. The Enrollee shall implement all remedial actions to the extent they may be applicable to the discharge and not inconsistent with an emergency response plan, including the following: (i) Interception and rerouting of untreated or partially treated wastewater flows around the wastewater line failure; (ii) Vacuum truck recovery of sanitary sewer overflows and wash down water; (iii) Cleanup of debris at the overflow site; (iv) System modifications to prevent another SSO at the same location; (v) Adequate sampling to determine the nature and impact of the release; and (vi) Adequate public notification to protect the public from exposure to the SSO. 8. The Enrollee shall properly, manage, operate, and maintain all parts of the sanitary sewer system owned or operated by the Enrollee, and shall ensure that the system operators (including employees, contractors, or other agents) are adequately trained and possess adequate knowledge, skills, and abilities. 9. The Enrollee shall allocate adequate resources for the operation, maintenance, and repair of its sanitary sewer system, by establishing a proper rate structure, accounting mechanisms, and auditing procedures to ensure an adequate measure of revenues and expenditures. These procedures must be in compliance with applicable laws and regulations and comply with generally acceptable accounting practices. 10. The Enrollee shall provide adequate capacity to convey base flows and peak flows, including flows related to wet weather events. Capacity shall meet or exceed the design criteria as defined in the Enrollee's System Evaluation and Capacity Assurance Plan for all parts of the sanitary sewer system owned or operated by the Enrollee. 11. The Enrollee shall develop and implement a written Sewer System Management Plan (SSMP) and make it available to the State and/or Regional Water Board upon request. A copy of this document must be publicly available at the Enrollee's office and/or available on the Internet. This SSMP must be approved by the Enrollee's governing board at a public meeting. State Water Resources Control Board Order No. 2006-0003 Page 10 of 20 Statewide General WOR For Wastewater Collection Agencies 5/2/06 12. In accordance with the California Business and Professions Code sections 6735, 7835, and 7835.1, all engineering and geologic evaluations and judgments shall be performed by or under the direction of registered professionals competent and proficient in the fields pertinent to the required activities. Specific elements of the SSMP that require professional evaluation and judgments shall be prepared by or under the direction of appropriately qualified professionals, and shall bear the professional (s)' signature and stamp. 13. The mandatory elements of the SSMP are specified below. However, if the Enrollee believes that any element of this section is not appropriate or applicable to the Enrollee's sanitary sewer system, the SSMP program does not need to address that element. The Enrollee must justify why that element is not applicable. The SSMP must be approved by the deadlines listed in the SSMP Time Schedule below. Sewer System Management Plan (SSMP) (i) Goal: The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system. This will help reduce and prevent SSOs, as well as mitigate any SSOs that do occur. (ii) Organization: The SSMP must identify: (a) The name of the responsible or authorized representative as described in Section J of this Order. (b) The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of authority through an organization chart or similar document with a narrative explanation; and (c) The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and/or State Office of Emergency Services (OES)). (iii) Legal Authority: Each Enrollee must demonstrate, through sanitary sewer system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to: (a) Prevent illicit discharges into its sanitary sewer system (examples may include 1/1, stormwater, chemical dumping, unauthorized debris and cut roots, etc.); State Water Resources Control Board Order No. 2006-0003 Page 11 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (b) Require that sewers and connections be properly designed and constructed; (c) Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the Public Agency; (d) Limit the discharge of fats, oils, and grease and other debris that may cause blockages, and (e) Enforce any violation of its sewer ordinances. (iv) Operation and Maintenance Program. The SSMP must include those elements listed below that are appropriate and applicable to the Enrollee's system: (a) Maintain an up-to-date map of the sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater conveyance facilities; (b) Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventative Maintenance (PM) program should have a system to document scheduled and conducted activities, such as work orders; (c) Develop a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and long- term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan; (d) Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; and A11 State Water Resources Control Board Order No. 2006-0003 Page 12 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (e) Provide equipment and replacement part inventories, including identification of critical replacement parts. (v) Design and Performance Provisions: (a) Design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and (b) Procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects. (vi) Overflow Emergency Response Plan - Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minimum, this plan must include the following: (a) Proper notification procedures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner; (b) A program to ensure an appropriate response to all overflows; (c) Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e.g. health agencies, Regional Water Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters of the State in accordance with the MRP. All SSOs shall be reported in accordance with this MRP, the California Water Code, other State Law, and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP should identify the officials who will receive immediate notification; (d) Procedures to ensure that appropriate staff and contractor personnel are aware of and follow the Emergency Response Plan and are appropriately trained; (e) Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and (f) A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the United States and to minimize or correct any adverse impact on the environment resulting from the SSOs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge. Al2 State Water Resources Control Board Order No. 2006-0003 Page 13 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) FOG Control Program: Each Enrollee shall evaluate its service area to determine whether a FOG control program is needed. If an Enrollee determines that a FOG program is not needed, the Enrollee must provide justification for why it is not needed. If FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. This plan shall include the following as appropriate: (a) An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG; (b) A plan and schedule for the disposal of FOG 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 FOG generated within a sanitary sewer system service area; (c) The legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG; (d) Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, BMP requirements, record keeping and reporting requirements; (e) Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the FOG ordinance; (f) An identification of sanitary sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and (g) Development and implementation of source control measures for all sources of FOG discharged to the sanitary sewer system for each section identified in (f) above. (viii) System Evaluation and Capacity Assurance Plan: The Enrollee shall prepare and implement a capital improvement plan (CIP) that will provide hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions, as well as the appropriate design storm or wet weather event. At a minimum, the plan must include: (a) Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency. The evaluation must provide estimates of peak flows (including flows from SSOs "B? State Water Resources Control Board Order No. 2006-0003 Page 14 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 that escape from the system) associated with conditions similar to those causing overflow events, estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events; (b) Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; and (c) Capacity Enhancement Measures: The steps needed to establish a short- and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, 1/1 reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding. (d) Schedule: The Enrollee shall develop a schedule of completion dates for all portions of the capital improvement program developed in (a) -(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements as described in Section D. 14. (ix) Monitoring, Measurement, and Program Modifications: The Enrollee shall: (a) Maintain relevant information that can be used to establish and prioritize appropriate SSMP activities; (b) Monitor the implementation and, where appropriate, measure the effectiveness of each element of the SSMP; (c) Assess the success of the preventative maintenance program; (d) Update program elements, as appropriate, based on monitoring or performance evaluations; and (e) Identify and illustrate SSO trends, including: frequency, location, and volume. (x) SSMP Program Audits - As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur every two years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiveness of the SSMP and the A14 State Water Resources Control Board Order No. 2006-0003 Page 15 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 Enrollee's compliance with the SSMP requirements identified in this subsection (D.13), including identification of any deficiencies in the SSMP and steps to correct them. (xi) Communication Program — The Enrollee shall communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented. The Enrollee shall also create a plan of communication with systems that are tributary and/or satellite to the Enrollee's sanitary sewer system. 14. Both the SSMP and the Enrollee's program to implement the SSMP must be certified by the Enrollee to be in compliance with the requirements set forth above and must be presented to the Enrollee's governing board for approval at a public meeting. The Enrollee shall certify that the SSMP, and subparts thereof, are in compliance with the general WDRs within the time frames identified in the time schedule provided in subsection D.15, below. In order to complete this certification, the Enrollee's authorized representative must complete the certification portion in the Online SSO Database Questionnaire by checking the appropriate milestone box, printing and signing the automated form, and sending the form to: State Water Resources Control Board Division of Water Quality Attn: SSO Program Manager P.O. Box 100 Sacramento, CA 95812 The SSMP must be updated every five (5) years, and must include any significant program changes. Re -certification by the governing board of the Enrollee is required in accordance with D.14 when significant updates to the SSMP are made. To complete the re -certification process, the Enrollee shall enter the data in the Online SSO Database and mail the form to the State Water Board, as described above. 15.The Enrollee shall comply with these requirements according to the following schedule. This time schedule does not supersede existing requirements or time schedules associated with other permits or regulatory requirements. A15 State Water Resources Control Board Order No. 2006-0003 Page 16 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2106 Sewer System Management Plan Time Schedule Task and Completion Date Associated Section Population > Population Population Population < 100,000 between 100,000 between 10,000 2,500 and 10,000 and 2,500 Application for Permit Coverage 6 months after WDRs Adoption Section C Reporting Program 6 months after WDRs Adoption' Section G SSMP Development 9 months after 12 months aft 15 months after 18 months after Plan and Schedule WDRs Adoption pn WDRs Adoption WDRs WDRs Adoption2 Nospecific Section Adoption Goals and Organization Structure 12 months after WDRs Adoption 18 months after WDRs Adoption Section D 13 i & ii Overflow Emergency Response Program Section D 13 vi Legal Authority Section D 13 iii 36 months after 39 months after 24 months after 30 months 2 WDRs WDRs Operation and Maintenance Program WDRs Adoption WDRs Adoption Adoption2 Adoption2 Section D 13 iv Grease Control Program Section D 13 vii Design and Performance Section D 13 v System Evaluation and Capacity Assurance 36 months after 39 months after 48 months after 51 months after Plan WDRs Adoption WDRs Adoption WDRs Adoption WDRs Adoption Section D 13 viii Final SSMP, incorporating all of the SSMP requirements Section D 13 URNS State Water Resources Control Board Order No. 2006-0003 Page 17 of 20 Statewide General WEIR For Wastewater Collection Agencies 5/2/06 In the event that by July 1, 2006 the Executive Director is able to execute a memorandum of agreement (MOA) with the California Water Environment Association (CWEA) or discharger representatives outlining a strategy and time schedule for CWEA or another entity to provide statewide training on the adopted monitoring program, SSO database electronic reporting, and SSMP development, consistent with this Order, then the schedule of Reporting Program Section G shall be replaced with the following schedule: Reporting Program Section G Regional Boards 4, 8, 8 months after WDRs Adoption and 9 Regional Boards 1, 2, 12 months after WDRs Adoption and 3 Regional Boards 5, 61 16 months after WDRs Adoption and 7 If this MOU is not executed by July 1, 2006, the reporting program time schedule will remain six (6) months for all regions and agency size categories. In the event that the Executive Director executes the MOA identified in note 1 by July 1, 2006, then the deadline for this task shall be extended by six (6) months. The time schedule identified in the MOA must be consistent with the extended time schedule provided by this note. If the MOA is not executed by July 1, 2006, the six (6) month time extension will not be granted. E. WDRs and SSMP AVAILABILITY A copy of the general WDRs and the certified SSMP shall be maintained at appropriate locations (such as the Enrollee's offices, facilities, and/or Internet homepage) and shall be available to sanitary sewer system operating and maintenance personnel at all times. F. ENTRY AND INSPECTION The Enrollee shall allow the State or Regional Water Boards or their authorized representative, upon presentation of credentials and other documents as may be required by law, to: a. Enter upon the Enrollee's premises where a regulated facility or activity is located or conducted, or where records are kept under the conditions of this Order; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Order; A17 State Water Resources Control Board Order No. 2006-0003 Page 18 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Order; and d. Sample or monitor at reasonable times, for the purposes of assuring compliance with this Order or as otherwise authorized by the California Water Code, any substances or parameters at any location. G. GENERAL MONITORING AND REPORTING REQUIREMENTS The Enrollee shall furnish to the State or Regional Water Board, within a reasonable time, any information that the State or Regional Water Board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this Order. The Enrollee shall also furnish to the Executive Director of the State Water Board or Executive Officer of the applicable Regional Water Board, upon request, copies of records required to be kept by this Order. 2. The Enrollee shall comply with the attached Monitoring and Reporting Program No. 2006-0003 and future revisions thereto, as specified by the Executive Director. Monitoring results shall be reported at the intervals specified in Monitoring and Reporting Program No. 2006-0003. Unless superseded by a specific enforcement Order for a specific Enrollee, these reporting requirements are intended to replace other mandatory routine written reports associated with SSOs. 3. All Enrollees must obtain SSO Database accounts and receive a "Username" and "Password" by registering through the California Integrated Water Quality System (CIWQS). These accounts will allow controlled and secure entry into the SSO Database. Additionally, within 30days of receiving an account and prior to recording spills into the SSO Database, all Enrollees must complete the "Collection System Questionnaire", which collects pertinent information regarding a Enrollee's collection system. The "Collection System Questionnaire" must be updated at least every 12 months. 4. Pursuant to Health and Safety Code section 5411.5, any person who, without regard to intent or negligence, causes or permits any untreated wastewater or other waste to be discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State, as soon as that person has knowledge of the discharge, shall immediately notify the local health officer of the discharge. Discharges of untreated or partially treated wastewater to storm drains and drainage channels, whether man-made or natural or concrete -lined, shall be reported as required above. Any SSO greater than 1,000 gallons discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State shall also be reported to the Office of Emergency Services pursuant to California Water Code section 13271. FWD] State Water Resources Control Board Order No. 2006-0003 Page 19 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 H. CHANGE IN OWNERSHIP This Order is not transferable to any person or party, except after notice to the Executive Director. The Enrollee shall submit this notice in writing at least 30 days in advance of any proposed transfer. The notice must include a written agreement between the existing and new Enrollee containing a specific date for the transfer of this Order's responsibility and coverage between the existing Enrollee and the new Enrollee. This agreement shall include an acknowledgement that the existing Enrollee is liable for violations up to the transfer date and that the new Enrollee is liable from the transfer date forward. INCOMPLETE REPORTS 1. If an Enrollee becomes aware that it failed to submit any relevant facts in any report required under this Order, the Enrollee shall promptly submit such facts or information by formally amending the report in the Online SSO Database. REPORT DECLARATION 1. All applications, reports, or information shall be signed and certified as follows: (i) All reports required by this Order and other information required by the State or Regional Water Board shall be signed and certified by a person designated, for a municipality, state, federal or other public agency, as either a principal executive officer or ranking elected official, or by a duly authorized representative of that person, as described in paragraph (ii) of this provision. (For purposes of electronic reporting, an electronic signature and accompanying certification, which is in compliance with the Online SSO database procedures, meet this certification requirement.) (ii) An individual is a duly authorized representative only if: (a) The authorization is made in writing by a person described in paragraph (i) of this provision; and (b) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity. K. CIVIL MONETARY REMEDIES FOR DISCHARGE VIOLATIONS 1. The California Water Code provides various enforcement options, including civil monetary remedies, for violations of this Order. 2. The California Water Code also provides that any person failing or refusing to furnish technical or monitoring program reports, as required under this Order, or A19 State Water Resources Control Board Order No. 2006-0003 Page 20 of 20 Statewide General WDR For Wastewater Collection Agencies 512/06 falsifying any information provided in the technical or monitoring reports is subject to civil monetary penalties. L. SEVERABILITY 1. The provisions of this Order are severable, and 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. 2. This 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, nor protect the Enrollee from liability under federal, state or local laws, nor create a vested right for the Enrollee to continue the waste discharge. CERTIFICATION The undersigned Clerk to the State Water Board does hereby certify that the foregoing is a full, true, and correct copy of general WDRs duly and regularly adopted at a meeting of the State Water Resources Control Board held on May 2, 2006. AYE: Tam M. Doduc Gerald D. Secundy NO: Arthur G. Baggett ABSENT: None ABSTAIN: None Song Her Clerk to the Board A20 STATE OF CALIFORNIA STATE WATER RESOURCES CONTROL BOARD ORDER NO, WO 2008 -0002 -EXEC ADOPTING AMENDED MONITORING AND REPORTING REQUIREMENTS FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State of California, Water Resources Control Board (State Water Board) finds: 1. The State Water Board is authorized to prescribe statewide general waste discharge requirements for categories of discharges that involve the same or similar operations and the same of similar types of waste pursuant to Water Code 13263, subdivision (i). 2. The State Water Board on May 2, 2006; adopted Statewide General Waste Discharge Requirements for Sanitary Sewer Systems, Order No. 2006-0003-DWQ, pursuant to that authority. 3. The State Water Board on May 2, 2006, adopted Monitoring and Reporting Requirements to implement the General Waste Discharge Requirements for Sanitary Sewer Systems. 4. State Water Board Order No. 2006-0003-DWQ, paragraph G.2., and the Monitoring and Reporting Requirements, both provide that the Executive Director may modify the terms of the Monitoring and Reporting Requirements at any time. 5. The time allowed in those Monitoring and Reporting Requirements for the filing of the initial report of an overflow is too long to adequately protect the public health and safety or the beneficial uses of the waters of the state when there is a sewage collection system spill. An additional notification requirement is necessary and appropriate to ensure the Office of Emergency Services, local public health officials, and the applicable regional water quality control board are apprised of a spill that reaches a drainage channel or surface water. 6. Further, the burden of providing a notification as soon as possible is de minimis and will allow response agencies to take action as soon as possible to protect public health and safety and beneficial uses of the waters of the state. IT IS HEREBY ORDERED THAT: Pursuant to the authority delegated by Resolution No. 2002-0104 and Order No. 2006-0003- DWQ, the Monitoring and Reporting Requirements for Statewide General Waste Discharge Requirements for Sanitary Sewer Systems No. 2006-0003-DWQ is hereby amended as shown in Attachment A, with new text indicated by double -underline. Dorothy Ri Executive Director A21 ATTACHMENT A STATE WATER RESOURCES CONTROL BOARD MONITORING AND REPORTING PROGRAM NO. 2006-0003-DWQ (AS REVISED BY ORDER NO, WO 2008-0002-EXM STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS This Monitoring and Reporting Program (MRP) establishes monitoring, record keeping, reporting and public notification requirements for Order No. 2006-2003-DWQ, "Statewide General Waste Discharge Requirements for Sanitary Sewer Systems." Revisions to this MRP may be made at any time by the Executive Director, and may include a reduction or increase in the monitoring and reporting. NOTIFICATION Although State and Regional Water Board staff do not have duties as first responders. A. SANITARY SEWER OVERFLOW REPORTING SSO Categories Category 1 - All discharges of sewage resulting from a failure in the Enrollee's sanitary sewer system that: A. Equal or exceed 1000 gallons, or B. Result in a discharge to a drainage channel and/or surface water; or C. Discharge to a storm drainpipe that was not fully captured and returned to the sanitary sewer system. A22 Monitoring and Reporting Program No. 2006-0003-DWQ Statewide General WDRs for Sanitary Sewer Systems Page 2 of 5 Revised 02/20/2008 2. Category 2 — All other discharges of sewage resulting from a failure in the Enrollee's sanitary sewer system. 3. Private Lateral Sewage Discharges — Sewage discharges that are caused by blockages or other problems within a privately owned lateral. SSO Reportina Timeframes 4. Category 1 SSOs — Except as provided above, all SSOs that meet the above criteria for Category 1 SSOs must be reported as soon as: (1) the Enrollee has knowledge of the discharge, (2) reporting is possible, and (3) reporting can be provided without substantially impeding cleanup or other emergency measures. Initial reporting of Category 1 SSOs must be reported to the Online SSO System as soon as possible but no later than 3 business days after the Enrollee is made aware of the SSO. Minimum information that must be contained in the 3 -day report must include all information identified in section 9 below, except for item 9.K. A final certified report must be completed through the Online SSO System, within 15 calendar days of the conclusion of SSO response and remediation. Additional information may be added to the certified report, in the form of an attachment, at any time. The above reporting requirements are in addition to do not preclude other emergency notification requirements and timeframes mandated by other regulatory agencies (local County Health Officers, local Director of Environmental Health, Regional Water Boards, or Office of Emergency Services (OES)) or State law. 5. Category 2 SSOs — All SSOs that meet the above criteria for Category 2 SSOs must be reported to the Online SSO Database within 30 days after the end of the calendar month in which the SSO occurs (e.g. all SSOs occurring in the month of January must be entered into the database by March 1st). Private Lateral Sewage Discharges — All sewage discharges that meet the above criteria for Private Lateral sewage discharges may be reported to the Online SSO Database based upon the Enrollee's discretion. If a Private Lateral sewage discharge is recorded in the SSO Database, the Enrollee must identify the sewage discharge as occurring and caused by a private lateral, and a responsible party (other than the Enrollee) should be identified, if known. 7. If there are no SSOs during the calendar month, the Enrollee will provide, within 30 days after the end of each calendar month, a statement through the Online SSO Database certifying that there were no SSOs for the designated month. In the event that the SSO Online Database is not available, the enrollee must fax all required information to the appropriate Regional Water Board office in A23 Monitoring and Reporting Program No. 2006-0003-DWQ Statewide General WDRs for Sanitary Sewer Systems Page 3 of 5 Revised 02/20/2008 accordance with the time schedules identified above. In such event, the Enrollee must also enter all required information into the Online SSO Database as soon as practical. Mandatory Information to be Included in SSO Online Reoor inu All Enrollees must obtain SSO Database accounts and receive a "Username" and "Password" by registering through the California Integrated Water Quality System (CIWQS). These accounts will allow controlled and secure entry into the SSO Database. Additionally, within thirty (30) days of receiving an account and prior to recording SSOs into the SSO Database, all Enrollees must complete the "Collection System Questionnaire', which collects pertinent information regarding an Enrollee's collection system. The "Collection System Questionnaire" must be updated at least every 12 months. At a minimum, the following mandatory information must be included prior to finalizing and certifying an SSO report for each category of SSO: 9. Category 2 SSOs: A. Location of SSO by entering GPS coordinates; B. Applicable Regional Water Board, i.e. identify the region in which the SSO occurred; C. County where SSO occurred; D. Whether or not the SSO entered a drainage channel and/or surface water; E. Whether or not the SSO was discharged to a storm drain pipe that was not fully captured and returned to the sanitary sewer system; F. Estimated SSO volume in gallons; G. SSO source (manhole, cleanout, etc.); H. SSO cause (mainline blockage, roots, etc.); I. Time of SSO notification or discovery; J. Estimated operator arrival time; K. SSO destination; L. Estimated SSO end time; and M. SSO Certification. Upon SSO Certification, the SSO Database will issue a Final SSO Identification (ID) Number. 10. Private Lateral Sewage Discharges: A. All information listed above (if applicable and known), as well as; B. Identification of sewage discharge as a private lateral sewage discharge; and C. Responsible party contact information (if known). A24 Monitoring and Reporting Program No. 2006-0003-DWQ Statewide General WDRs for Sanitary Sewer Systems 11. Category 1 SSOs: Page 4 of 5 Revised 02/20/2008 A. All information listed for Category 2 SSOs, as well as; B. Estimated SSO volume that reached surface water, drainage channel, or not recovered from a storm drain; C. Estimated SSO amount recovered; D. Response and corrective action taken; E. If samples were taken, identify which regulatory agencies received sample results (if applicable). If no samples were taken, NA must be selected. F. Parameters that samples were analyzed for (if applicable); G. Identification of whether or not health warnings were posted; H. Beaches impacted (if applicable). If no beach was impacted, NA must be selected; I. Whether or not there is an ongoing investigation; J. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the overflow and a schedule of major milestones for those steps; K. OES control number (if applicable); L. Date OES was called (if applicable); M. Time OES was called (if applicable); N. Identification of whether or not County Health Officers were called; O. Date County Health Officer was called (if applicable); and P. Time County Health Officer was called (if applicable). Reporting to Other Regulatory Agencies These reporting requirements do not preclude an Enrollee from reporting SSOs to other regulatory agencies pursuant California state law. These reporting requirements do not replace other Regional Water Board telephone reporting requirements for SSOs. The Enrollee shall report SSOs to OES, in accordance with California Water Code Section 13271. Office of Emergency Services Phone (800) 852-7550 2. The Enrollee shall report SSOs to County Health officials in accordance with California Health and Safety Code Section 5410 et seq. 3. The SSO database will automatically generate an e-mail notification with customized information about the SSO upon initial reporting of the SSO and final certification for all Category 1 SSOs. E-mails will be sent to the appropriate County Health Officer and/or Environmental Health Department if the county desires this information, and the appropriate Regional Water Board. A25 Monitoring and Reporting Program No. 2006-0003-DWQ Statewide General WDRs for Sanitary Sewer Systems B. Record Keeping Page 5 of 5 Revised 02120/2008 Individual SSO records shall be maintained by the Enrollee for a minimum of five years from the date of the SSO. This period may be extended when requested by a Regional Water Board Executive Officer. f2. Omitted.1 3. All records shall be made available for review upon State or Regional Water Board stafrs request. 4. All monitoring instruments and devices that are used by the Enrollee to fulfill the prescribed monitoring and reporting program shall be properly maintained and calibrated as necessary to ensure their continued accuracy; 5. The Enrollee shall retain records of all SSOs, such as, but not limited to and when applicable: a. Record of Certified report, as submitted to the online SSO database; b. All original recordings for continuous monitoring instrumentation; C. Service call records and complaint logs of calls received by the Enrollee; d. SSO calls; e. SSO records; f. Steps that have been and will be taken to prevent the SSO from recurring and a schedule to implement those steps. g. Work orders, work completed, and any other maintenance records from the previous 5 years which are associated with responses and investigations of system problems related to SSOs; h. A list and description of complaints from customers or others from the previous 5 years; and i. Documentation of performance and implementation measures for the previous 5 years. If water quality samples are required by an environmental or health regulatory agency or State law, or if voluntary monitoring is conducted by the Enrollee or its agent(s), as a result of any SSO, records of monitoring information shall include: a. The date, exact place, and time of sampling or measurements; b. The individual(s) who performed the sampling or measurements; C. The date(s) analyses were performed; d. The individual(s) who performed the analyses; e. The analytical technique or method used; and, f. The results of such analyses. Monitoring and Reporting Program No. 2006-0003-DWQ Statewide General WDRs for Sanitary Sewer Systems C. Certification Page 6 of 5 Revised 02/20/2008 1. All final reports must be certified by an authorized person as required by Provision J of the Order. 2. Registration of authorized individuals, who may certify reports, will be in accordance with the CIWQS' protocols for reporting. Monitoring and Reporting Program No. 2006-0003 will become effective on the date of adoption by the State Water Board. The notification requirements added by Order Director. CERTIFICATION The undersigned Clerk to the Board does hereby certify that the foregoing is a full, true, and correct copy of an order amended by the Executive Director of the State Water Board. Townsend the Board A27 FACT SHEET STATE WATER RESOURCES CONTROL BOARD ORDER NO. 2006-0003 STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State Water Resources Control Board (State Water Board) adopted Resolution 2004-80 in November 2004, requiring staff to work with a diverse group of stakeholders (known as the SSO Guidance Committee) to develop a regulatory mechanism to provide a consistent statewide approach for reducing Sanitary Sewer Overflows (SSOs). Over the past 14 months, State Water Board staff in collaboration with the SSO Guidance Committee, developed draft statewide general waste discharge requirements (WDRs) and a reporting program. The WDRs and reporting program reflect numerous ideas, opinions, and comments provided by the SSO Guidance Committee. The SSO Guidance Committee consists of representatives from the State Water Board's Office of Chief Counsel, several Regional Water Quality Control Boards (Regional Water Boards), United States Environmental Protection Agency (USEPA), Region IX, non-governmental environmental organizations, as well as publicly -owned sanitary sewer collection system agencies. The draft WDRs, reporting program, and associated documents result from a collaborative attempt to create a robust and rigorous program, which will serve as the basis for consistent and appropriate management and operation of sanitary sewer systems. During the collaborative process, several key issues regarding the draft WDRs were identified. These include: • Is there a need for statewide collection system requirements? • Should these systems be regulated under a National Pollutant Discharge Elimination System (NPDES) permit issued pursuant to the Federal Clean Water Act or under WDRs issued pursuant to the California Water Code (the Porter -Cologne Water Quality Control Act or Porter -Cologne)? • Should the regulatory mechanism include a prohibition of discharge and, i so, should the prohibition encompass only SSOs that reach surface waters, ground water, or should all SSOs be prohibited? • Should a regulatory mechanism include a permitted discharge, an affirmative defense, or explicit enforcement discretion? • Should the regulated facilities include publicly -owned facilities, privately owned facilities, satellite systems (public and private), and/or private laterals? mle Fact Sheet for Order No. 2006-0003 Page 2 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 Should all SSOs be reported, and if not, what should the reporting thresholds be; and what should the reporting timeframes be? How will existing permits and reporting requirements incorporate these new WDRs? • How much will compliance with these new WDRs cost? The WDRs and Reporting Program considered the comments of all stakeholders and others who commented on the two drafts circulated to the public. These documents also incorporate legal requirements and other revisions to improve the effectiveness and management of the regulatory program. Following is a discussion of the above issues, comments received on the drafts and an explanation of how issues were resolved. The Need As California's wastewater collection system infrastructure begins to age, the need to proactively manage this valuable asset becomes increasingly important. The first step in this process is to have a reliable reporting system for SSOs. Although there are some data systems to record spills and various spill -reporting requirements have been developed, inconsistent requirements and enforcement have led to poor data quality. A few Regional Water Boards have comprehensively tracked SSOs over the last three to five years, and from this information we have been able to determine that the majority of collection systems surveyed have had SSOs within this time period. Both the San Diego and Santa Ana Regional Water Boards have issued WDRs over the last several years to begin regulating wastewater collection systems in an attempt to quantify and reduce SSOs. In fact, 44 out of 46 collection system agencies regulated by the San Diego Regional Water Board have reported spills over the last four and a half years, resulting in 1467 reported SSOs. Twenty-five out of 27 collection system agencies subject to the Santa Ana Regional Water Board's general WDRs reported SSOs between the years of 1999-2004. During this time period, 1012 SSOs were reported. The 2004 Annual Ocean and Bay Water Quality Report issued by the Orange County Environmental Health Care Agency shows the number of SSOs increasing from 245 in 1999 to 399 in 2003. While this number indicates a concerning trend, the total annual spill volume from these SSOs has actually decreased dramatically, as has the number of beach closures due to SSOs. It is likely, therefore, that the rise in number of SSOs reflects better reporting, and not an actual increase in the number of SSOs. This information also suggests that the Santa Ana Regional Water Board's WDRs, which contain sanitary sewer management plan (SSMP) requirements similar to those in the proposed statewide general WDRs, have been effective in IOU Fact Sheet for Order No. 2006-0003 Page 3 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 not only increasing the number of spills that are reported but also in mitigating the impacts of SSOs that do occur. Data supports the conclusion that virtually all collection systems have SSOs and that implementation of a regulatory measure requiring SSO reporting and collection system management, along with required measures to limit SSOs, will greatly benefit California water quality. Implementation of these requirements will also greatly benefit and prolong the useful life of the sanitary sewer system, one of California's most valuable infrastructure items. NPDES vs. WDRs Porter -Cologne subjects a broader range of waste discharges to regulation than the Federal Clean Water Act. In general, the Clean Water Act prohibits the discharge of pollutants from point sources to surface waters of the United States unless authorized under an NPDES permit. (33 U.S.C. §§1311, 1342). Since not all SSOs result in a discharge to surface water, however, not all SSOs violate the Clean Water Act's NPDES permitting requirements. Porter -Cologne, on the other hand, covers all existing and proposed waste discharges that could affect the quality of state waters, including both surface waters and groundwater. (Wat. Code §§13050(e), 13260). Hence, under Porter -Cologne, a greater SSO universe is potentially subject to regulation under WDRs. In addition, WDRs under Porter -Cologne can address both protection of water quality as well as the prevention of public nuisance associated with waste disposal. (Id. §13263). Some commenters contend that because all collection systems have the potential to overflow to surface waters the systems should be regulated under an NPDES permit. A recent decision by the United States Court of Appeals for the 2nd Circuit, however, has called into question the states' and USEPA's ability to regulate discharges that are only "potential" under an NPDES permit. In Waterkeeper Alliance v. United States Environmental Protection Agency (2005) 399 F.3d 486, 504-506, the appellate court held that USEPA can only require permits for animal feedlots with "an actual addition" of pollutants to surface waters. While this decision may not be widely followed, especially in the area of SSOs, these are clearly within the jurisdiction of the California Water Code. USEPA defines a publicly owned treatment works (POTW) as both the wastewater treatment facility and its associated sanitary sewer system (40 C.F.R. §403.3(o)'). Historically, only the portion of the sanitary sewer system that is owned by the same agency that owns the permitted wastewater treatment facility has been subject to NPDES permit requirements. Satellite sewer collection systems (i.e. systems not owned or operated by the POTW) have not been The regulation provides that a POTW include sewers, pipes, and other conveyances only if they convey wastewater to a POTW. MMI T11 Fact Sheet for Order No. 2006-0003 Page 4 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 typically regulated as part of the POTW and, therefore, have not generally been subject to NPDES permit requirements. Comments were received that argued every collection system leading to a POTW that is subject to an NPDES permit should also be permitted based upon the USEPA definition of POTW. Under this theory, all current POTW NPDES permits could be expanded to include all satellite sewer collection systems, or alternatively, the satellite system owners or operators could be permitted separately. However, this interpretation is not widely accepted and USEPA has no official guidance to this fact. There are also many wastewater treatment facilities within California that do not have discharges to surface water, but instead use percolation ponds, spray irrigation, wastewater reclamation, or other means to dispose of the treated effluent. These facilities, and their satellite systems, are not subject to the NPDES permitting process and could not be subject to a statewide general NPDES permit. POTWs that fall into this category, though, can be regulated under Porter -Cologne and do have WDRs. In light of these factors, the State Water Board has determined that the best approach is to propose statewide general WDRs at this time. Prohibition of Discharge The Clean Water Act prohibits the discharge of wastewater to surface waters except as authorized under an NPDES permit. POTWs must achieve secondary treatment, at a minimum, and any more stringent limitations that are necessary to achieve water quality standards. (33 U.S.C. §1311(b)(1)(B) and (C)). Thus, an SSO that results in the discharge of raw sewage to surface waters is prohibited under the Clean Water Act. Additionally, California Water Code section 13263 requires the State Water Board to, after any necessary hearing, prescribe requirements as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. The requirements shall, among other things, take into consideration the need to prevent nuisance. California Water Code section 13050 (m), defines nuisance 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. A31 Fact Sheet for Order No. 2006-0003 Page 5 of 10 Statewide General WEIR For Wastewater Collection System Agencies 5/2/2006 c. Occurs during, or as a result of, the treatment or disposal of wastes. Some SSOs do create a nuisance as defined in state law. Therefore, based upon these statutory requirements, the WDRs include prohibitions in Section C. of the WDRs. Section C. states: C. PROHIBITIONS 1. Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited. 2. Any SSO that results in a discharge of untreated or partially treated wastewater, which creates a nuisance as defined in California Water Code section 13050(m) is prohibited. Furthermore, the State Water Board acknowledges the potential for more stringent water quality standards that may exist pursuant to a Regional Water Board requirement. Language included in Section D.2 of the WDRs allows for these more stringent instances. D. PROVISIONS 2. It is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with the general WDRs. Nothing in the general WDRs shall be: (i) Interpreted or applied in a manner inconsistent with the Federal Clean Water Act, or supersede a more specific or more stringent state or federal requirement in an existing permit, regulation, or administrative[Judicial order or Consent Decree; (ii) Interpreted or applied to authorize an SSO that is illegal under either the Clean Water Act, an applicable Basin Plan prohibition or water quality standard, or the California Water Code; (iii) Interpreted or applied to prohibit a Regional Water Board from issuing an individual NPDES permit or WDRs, superseding the general WDRs, for a sanitary sewer system, authorized under the Clean Water Act or California Water Code; or (iv) Interpreted or applied to supersede any more specific or more stringent WDRs or enforcement order issued by a Regional Water Board. Permitted Discharge, Affirmative Defense, and Enforcement Discretion Commenters from the discharger community have requested inclusion of an affirmative defense to an SSO on the grounds that certain SSO events are unforeseen and unavoidable, such as SSOs due to extreme wet weather events. An affirmative defense is a mechanism whereby conduct that otherwise violates WDRs or a permit will be excused, and not subject to an enforcement action, under certain circumstances. Since many collection system industry experts believe that not all SSOs may be prevented, given certain circumstances (such as unforeseen vandalism, extreme wet weather, or other acts of God), many A32 Fact Sheet for Order No. 2006-0003 Page 6 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 collection system owner representatives believe this should formally be recognized by including an affirmative defense for these unavoidable SSOs. Previous informal drafts of the general WDRs included affirmative defense language, which was contingent upon appropriate development and implementation of sanitary sewer management plan (SSMP) requirements, as well as a demonstration that the SSO was exceptional and unavoidable. Other stakeholders, including USEPA and the environmental groups opposed the concept of an affirmative defense for SSOs. They argued that its inclusion in the WDRs would undermine the Clean Water Act and inappropriately limit both Regional Water Board and third party enforcement. After considering input from all stakeholders, and consulting with USEPA, staff is not recommending inclusion of an affirmative defense. Rather, the draft WDRs incorporate the concept of enforcement discretion, and explicitly identify what factors must be considered during any civil enforcement proceeding. The enforcement discretion portion of the WDRs is contained within Sections D. 6 and 7, and is consistent with enforcement discretion provisions within the California Water Code. Facilities Subject to WDRs Collection systems consist of pipelines and their appurtenances, which are intended to transport untreated wastewater to both publicly -owned and private wastewater treatment facilities. While wastewater treatment facilities are owned by a wide variety of public and private entities, public agencies (state and federal agencies, cities, counties, and special districts) own the vast majority of this infrastructure. Collection systems that transport wastewater to POTWs could be grouped into four different categories: 1. Publicly -owned treatment works — pipelines and appurtenances that are owned by a public agency that also owns a wastewater treatment facility; 2. Publicly -owned satellites — pipelines and appurtenances that are owned by a public agency that does not own a wastewater treatment facility; and 3. Private laterals - pipelines and appurtenances that are not owned by a public agency, but rather discharge into one of the above types of facilities. 4. Privately owned treatment works — pipelines and appurtenances that are owned by a private entity, which also owns a wastewater treatment facility (often a septic tank and leach field). The WDRs require all public agencies, which own wastewater collection systems (category 1 and 2 above) to enroll in the WDRs. Privately owned systems (categories 3 and 4) are not subject to the WDRs; however, a Regional Water A33 Fact Sheet for Order No. 2006-0003 Page 7 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 Board may at its discretion issue WDRs to these facilities on a case-by-case or region wide basis. Collection systems discharging into POTWs (categories 1, 2, and 3) represent, by far, the greatest amount of collection system infrastructure within California. Since regulating private entities (categories 3 and4) on a statewide basis would be unmanageable and impractical (because of the extremely large number and lack of contact information and other associated records), staff believes focusing on the public sector is the best option for meaningful and consistent outcomes. The legal authority and reporting provisions contained in the WDR do require limited oversight of private laterals (category 3) by public entities. Given this limited responsibility of oversight, public entities are not responsible or liable for private laterals. State Water Board staff will notify all known public agencies that own wastewater collection systems, regarding their obligation to enroll under these WDRs. However, because of data inaccuracies, State Water Board staff may inadvertently not contact an agency that should enroll in the WDRs or erroneously contact a public agency that does not own a collection system. Staff will make every effort to accurately identify public agencies. In the event that a public agency is overlooked or omitted, however, it is the agency's responsibility to contact the State Water Board for information on the application process. An agency can find the appropriate contact by visiting the State Water Board's SSO homepage at www.waterboards.ca.gov/sso. SSO Reporting SSOs can be distinguished between those that impact water quality and/or create a nuisance, and those that are indicators of collection system performance. Additionally, SSO liability is attributed to either private entities (homeowners, businesses, private communities, etc...) or public entities. Although all types of SSOs are important to track, the reporting time frames and the type of information that need to be conveyed differ. The Reporting Program and Online SSO Database clearly distinguish the type of spill (major or minor) and the type of entity that owns the portion of the collection system that experienced the SSO (public or private entity). The reason to require SSO reporting for SSOs that do not necessarily impact public health or the environment is because these types of SSOs are indicators of collection system performance and management program effectiveness, and may serve as a sign of larger and more serious problems that should be addressed. Although these types of spills are important and must be regulated by collection system owners, the information that should be tracked and the time required to get them into the online reporting system are not as stringent. A34 Fact Sheet for Order No. 2006-0003 Page 8 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 Obviously, SSOs that are large in nature, affect public health, or affect the environment must be reported as soon as practicable and information associated with both the spill and efforts to mitigate the spill must be detailed. Since the Online SSO Database is a web based application requiring computer connection to the internet and is typically not as available as telephone communication would be, the Online Database will not replace emergency notification, which may be required by a Regional Water Board, Office of Emergency Services, or a County Health or Environmental Health Agency. Incorporating Existing Permits It is the State Water Board's intent to have one statewide regulatory mechanism that lays out the foundation for consistent collection system management requirements and SSO reporting. While there are a significant number of collection systems that are not actively regulated by the State or Regional Water Boards, some efforts have been made to regulate these agencies on a facility -by - facility or region -by -region basis. General WDRs, individual WDRs, NPDES permits, and enforcement orders that specifically include collections systems are mechanisms that have been used to regulate collection system overflows. However, because of these varying levels of regulatory oversight, confusion exists among collection system owners as to regulatory expectations on a consistent and uniform basis (especially with reporting spills). Currently, there are a myriad of different SSO reporting thresholds and a number of different spill report repositories. Because of the varying levels of reporting thresholds and the lack of a common database to capture this information, an accurate picture of SSOs throughout California is unobtainable. In order to provide a consistent and effective SSO prevention program, as well as to develop reasonable expectations for collection system management, these General WDRs should be the primary regulatory mechanism to regulate public collection systems. The draft WDRs detail requirements associated with SSMP development and implementation and SSO reporting. All NPDES permits for POTWs currently include federally required standard conditions, three of which apply to collection systems. NPDES permits must clarify that the following three conditions apply to that part of the collection system that is owned or operated by the POTW owner or operator. These conditions are: • Duty to mitigate discharges (40 CFR 122.41(d)) • Requirement to properly operate and maintain facilities (40 CFR 122.41(e)) • Requirement to report non-compliance (40 CFR 122.41(1)(6) and (7)) A35 Fact Sheet for Order No. 2006-0003 Page 9 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 Understandably, revising existing regulatory measures will not occur immediately. However, as time allows and, at a minimum, upon readopting existing WDRs or WDRs that serve as NPDES permits, the Regional Water Boards should rescind redundant or inconsistent collection system requirements. In addition, the Regional Water Boards must ensure that existing NPDES permits clarify that the three standard permit provisions discussed above apply to the permittee's collection system. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, there will be some instances when Regional Water Boards will need to impose more stringent or prescriptive requirements. In those cases, more specific or more stringent WDRs or an NPDES permit issued by a Regional Water Board will supersede this Order. Finding number 11, in the WDRs states: 11. Some Regional Water Boards have issued WDRs or WDRs that serve as National Pollution Discharge Elimination System (NPDES) permits to sanitary sewer system owners/operators within their jurisdictions. This Order establishes minimum requirements to prevent SSOs. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, Regional Water Boards may issue more stringent or more prescriptive WDRs for sanitary sewer systems. Upon issuance or reissuance of a Regional Water Board's WDRs for a system subject to this Order, the Regional Water Board shall coordinate its requirements with stated requirements within this Order, to identify requirements that are more stringent, to remove requirements that are less stringent than this Order, and to provide consistency in reporting. Cost of Compliance While the proposed WDRs contain requirements for systems and programs that should be in place to effectively manage collection systems, many communities have not implemented various elements of a good management plan. Some agencies are doing an excellent job managing their collection systems and will incur very little additional costs. Other agencies will need to develop and implement additional programs and will incur greater costs. However, any additional costs that a public agency may incur in order to comply with these General WDRs are costs that an agency would necessarily incur to effectively manage and preserve its infrastructure assets, protect public health and prevent nuisance conditions. These General WDRs prescribe minimum management requirements that should be present in all well managed collection system agencies. In order to estimate the compliance costs associated with the proposed WDRs, staff analyzed costs associated with implementing the Santa Ana Regional Water Board's general WDRs. Twenty-one agencies, which discharge to Orange County Sanitation District, submitted financial summaries for the last five years, representing both pre- and post-WDRs adoption. Operation and maintenance costs, program development costs, as well as capital improvement costs were MET Fact Sheet for Order No. 2006-0003 Page 10 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 considered and fairly accurately represent what can be expected statewide with the adoption of the General WDRs. After extrapolating the sample to yield a statewide cost perspective, the projected annual cost of implementing the statewide WDRs is approximately $870 million. This total represents $345.6 million in O&M costs and $524.5 for capital improvement projects. While this sum is substantial, presenting the costs on a per capita or per household basis puts the figure in perspective. Department of Finance estimated the total population for Californians that may be subject to the WDRs to be 30.3 million persons (1/1/05). Dividing the population by the approximate average household size of 2.5 yields 12 million households. The average household in California is assumed to be 2.5 persons. The increased average annual cost (in order to comply with these WDRs) per person is estimated to be $28.74 and $71.86 per household (or $5.99 per month per household) Given these average costs there will be some communities that realize higher costs on a per household basis and some that realize less cost. Furthermore, larger communities will probably also realize an economy of scale, which is dependent upon a community's size. While larger communities may see lower costs associated with compliance, smaller communities will probably see a higher cost associated with compliance. Costs for compliance in small communities may be as high as $40 per month per household. A37 Appendix B Inventory of Sewer Maintenance Districts Equipment DEPARTMENT OF PUBLIC WORKS ORGANIZATION COST ACCOUNT STRUCTURE FISCAL YEAR 2007- 08 SEWER MAINTENANCE DIVISION FY 07-08 Division Level Organization Names OCA No. Division Sewer Maintenance Division -Administration 494000 Section 1 Administration and Office Support 494100 Section 1 Field Operations and Maintenance -Administration 494200 Unit 1 Collection System -Central 494210 Unit 2 Collection System -South 494220 Unit 3 Collection System -North 494230 Unit 4 Collection System -East 494240 Unit 5 Collection System -Santa Clara Yard 494250 Unit 6 Collection System -Palos Verdes 494260 Section 2 Operations and Engineering -Administration 494300 Unit 1 Procurement, Claims and Accounts Payable 494310 Unit 2 Direct Assessment, Records Maintenance and 494320 Accounts Receivable Unit 3 Accumulative Capital Outlay / Condition Assessment 494330 Unit 4 Sewer Plan Check and Special Proj. 494340 Unit 5 Operations Maps, Annexation Maps, and as -Built Drawings 494350 Section 3 Treatment and Pumping Operations -Administration 494400 Unit 1 East and Central pumping Operations 494410 Unit 2 South Pumping Operations 494420 Unit 3 North/West pumping and Treatment Plant Mech 494430 Unit 4 Wastewater Treatment Plant Operations-East/South 494440 IE C:MISC/OCA No (FY 07-08).xls N_ N N N . 0. . . . . . . . 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O y o. o `o v A LL K J � T Q Q Q Q Q d w J w w w 0 m U m m m a 0 O Q c i d ' 0 0 y O O O O � O 0 o U o ch n n d 0 0 0 o M n fn m m cn N a o n O 6l aD O O m r O a N N N MEN y O a N C T C7 C9 y a n` O O O O O O e e m m � � O D O: 0 0 0 o m d y O U T W a O " 0 o r f W W c� c� 0 0 MEN Appendix C Location Map for Sewer Maintenance Districts Yards and Pump Stations N � •i V 0 L N a m € � w m it i m C C 9 4 C N U to z_ y - w" UC C � oron v p _ = o � k ot� MJ Mas a 3 as m o N 0 mr c C) V1 }Z N J O a Ir CO CN Z V J t6D0 1. 00 rc JOI e s oO m N T } Q Q �m 11 •.�� lq m m< QUO >� N N m, .1 d m d r 1 d C N O> p m L W a N zwzn • 1 2�0moM1 30 0� oN =mno v o` aamn 7 Ko°"onN=o a 3mom�n�n mRo "°nom C1 Appendix D Inventory of Sewer Maintenance Districts Collection Facilities Revenues and Population Estimate LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITYTOTAL, FT PERCENT OF SMD Agoura Hills ABSCP 8 115,958 Agoura Hills ABSCP 10 1,764 Agoura Hills ABSCP 12 1,424 Agoura Hills DIP 3 707 Agoura Hills DIP 81 883 Agoura Hills VCP 8 156,942 Agoura Hills VCP 10 4,688 Agoura Hills VCP 12 3.454 Agoura Hills VCP 15 422 286,242 1.04 Artesia CAS 4 101 Artesia CAS 6 32 Artesia DIP 81 203 Artesia VCP 81 154,483 Artesia VCP 10 7,640 Artesia VCP 12 41268 Artesia VCP 15 101 166,828 0.61 Baldwin Park CAS 4 161 Baldwin Park CAS 6 315 Baldwin Park CAS 10 47 Baldwin Park DIP 41 1,026 Baldwin Park DIP 61 1,374 Baldwin Park DIP 12 179 Baldwin Park VCP 8 456,948 Baldwin Park VCP 10 35,786 Baldwin Park VCP 12 35,008 Baldwin Park VCP 15 23,453 Baldwin Park VCP 18 2,881 Baldwin Park VCP 21 353 557,531 2.03 Bell Gardens DIP 4 302 Bell Gardens VCP 6 179 Bell Gardens VCP 8 194,453 Bell Gardens VCP 10 8,015 Bell Gardens VCP 12 3,652 Bell Gardens VCP 15 4,547 Bell Gardens VCP 18 334 Bell Gardens VCP 211 671 212,153 0.77 Bellflower CAS 6 45 Bellflower CAS 10 388 Bellflower DIP 8 8631 1 Bellflower VCP 8 496.703 Bellflower VCP 10 11,332 Bellflower VCP 12 6,5201 1 Page 1 D1 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Bellflower VCP 15 9,168 Bellflower VCP 18 928 525,947 1.91 Bradbury VCP 8 10,760 10,760 0.04 Calabasas ABSCP 8 84,339 Calabasas AC 6 5,486 Calabasas CAS 6 519 Calabasas DIP 8 442 Calabasas LVCP 8 375 Calabasas VCP 8 228,227 Calabasas VCP 10 10,805 Calabasas VCP 121 2,941 Calabasas VCP 14 116 Calabasas VCP 15 3,498 Calabasas VCP 18 2,378 339,126 1.23 Carson ABSCP 8 414 Carson CAS 6 152 Carson CAS 8 36 Carson CAS 1 10 1,368 Carson CAS 12 137 Carson DIP 4 530 Carson DIP 10 786 Carson VCP 4 113 Carson VCP 8 812,073 Carson VCP 10 39,331 Carson VCP 121 37,230 Carson VCP 151 34,258 Carson VCP 18 17,123 Carson VCP 21 1,881 Carson VCP 24 4,103 949,535 3.45 Commerce ABSCP 8 4,802 Commerce CP 8 2,899 Commerce CP 10 792 Commerce CP 151 869 Commerce LCP 8 41765 Commerce VCP 8 178,719 Commerce VCP 10 31,283 Commerce VCP 12 21,633 Commerce VCP 15 4,482 Commerce VCP 18 5,999 Commerce IVCP 21 11134 257,377 0.94 Cudahy IVCP 81 71,356 Page 2 D2 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Cudahy VCP 10 3,344 74,700 0.27 Diamond Bar ABSCP 8 192,882 Diamond Bar ABSCP 10 41102 Diamond Bar ABSCP 121 689 Diamond Bar AC 4 1,598 Diamond Bar CAS 6 1.140 Diamond Bar CAS 8 1,003 Diamond Bar CAS 12 3,483 Diamond Bar CAS 24 312 Diamond Bar DIP 4 8,459 Diamond Bar DIP 8 3,041 Diamond Bar DIP 141 1,542 Diamond Bar DIP 16 2,560 Diamond Bar DIP 24 2,666 Diamond Bar VCP 8 545,105 Diamond Bar VCP 10 21,330 Diamond Bar VCP 12 13,548 Diamond Bar VCP 15 17,757 Diamond Bar VCP 18 18,577 Diamond Bar VCP 211 9,499 Diamond Bar VCP 241 560 Diamond Bar VCP 36 11139 850,992 3.10 Duarte ABSCP 8 16,385 Duarte VCP 8 215,720 Duarte VCP 10 3,250 Duarte VCP 12 3,931 Duarte VCP 15 3,210 242,4961 0.88 Glendora ABSCP 8 4,257 Glendora DIP 8 331 Glendora LVCP 8 336 Glendora VCP 6 136 Glendora VCP 8 704,557 Glendora VCP 10 30,709 Glendora VCP 12 71110 Glendora VCP 151 1,069 Glendora VCP 18 349 748,854 2.72 Hawaiian Gardens VCP 8 78,851 Hawaiian Gardens VCP 10 2,845 Hawaiian Gardens VCP 12 831 Hawaiian Gardens VCP 15 1,012 83,539 0.30 Hidden Hills ABSCP 1 81 3,444 Page 3 D3 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Hidden Hills CAS 6 951 Hidden Hills DIP 4 351 Hidden Hills DIP 8 113 Hidden Hills VCP 6 162 Hidden Hills VCP 81 69,431 Hidden Hills VCP 10 3,461 77,9131 0.28 Industry CAS 8 314 Industry CAS 18 63 Industry DIP 10 677 Industry VCP 8 148,145 Industry VCP 10 45,856 Industry VCP 121 17,711 Industry VCP 151 30,534 Industry VCP 18 14,695 Industry VCP 21 2,290 Industry VCP 24 608 260,893 0.95 Irwindale CAS 3 2,060 Irwindale CAS 4 2,330 Irwindale CAS 6 2,850 Irwindale DIP 61 1,703 Irwindale DIP 10 2,962 Irwindale VCP 8 45,210 Irwindale VCP 10 6,787 Irwindale VCP 12 5,177 Irwindale VCP 15 416 69,495 0.25 La Canada Flintridge ABSCP 8 7,406 La Canada Flintridge AC 61 289 La Canada Flintridge CAS 4 899 La Canada Flintridge CAS 6 98 La Canada Flintridge CAS 8 1,195 La Canada Flintridge IDIP 4 11712 La Canada Flintridge ICIP 8 923 La Canada Flintridge VCP 4 210 La Canada Flintridge VCP 6 699 La Canada Flintridge VCP 81 74,723 La Canada Flintridge VCP 10 2,632 La Canada Flintridge VCP 12 254 91,040 0.33 La Habra Heights DIP 4 779 La Habra Heights 10 423 La Habra Heights VCDIP P 8 7,564 La Habra Heights IVCP 10 2,078 La Habra Heights jVCP 1 151 1,240 12,084 0.04 Page 4 D4 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD La Mirada ABSCP 8 6,107 La Mirada CAS 6 701 La Mirada CAS 8 810 La Mirada CAS 141 595 La Mirada CAS 16 203 La Mirada DIP 8 51694 La Mirada VCP 4 112 La Mirada VCP 6 25 La Mirada VCP 8 5339167 La Mirada VCP 10 26,634 La Mirada VCP 12 17,568 La Mirada VCP 151 34,253 La Mirada VCP 16 505 La Mirada VCP 18 61040 La Mirada VCP 21 22070 6343484 2.31 La Puente ABSCP 8 1,179 La Puente VCP 8 310,317 La Puente VCP 10 79879 La Puente VCP 121 3,375 La Puente VCP 151 670 323,420 1.18 Lakewood ABSCP 8 5,369 Lakewood CAS 8 110 Lakewood CAS 10 75 Lakewood DIP 6 774 Lakewood DIP 8 1,167 Lakewood VCP 4 33 Lakewood VCP 8 7999137 Lakewood VCP 101 25,535 Lakewood VCP 12 22,374 Lakewood VCP 15 163745 Lakewood VCP 18 21362 Lakewood VCP 21 2,543 876,224 3.19 Lancaster CAS 6 21746 Lancaster CAS 8 19255 Lancaster CAS 121 334 Lancaster DIP 8 31478 Lancaster DIP 10 62 Lancaster DIP 12 1,161 Lancaster VCP 6 615 Lancaster VCP 8 1,502,381 Lancaster VCP 10 70,186 Lancaster VCP 12 54,018 Page 5 D5 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Lancaster VCP 15 63,111 Lancaster VCP 18 11,590 Lancaster VCP 21 5,279 1,716,216 6.24 Lawndale VCP 81 170,058 Lawndale VCP 10 3,471 Lawndale VCP 12 3,265 176,794 0.64 Lomita ABSCP 8 919 Lomita VCP 6 37 Lomita VCP 8 181,339 Lomita VCP 10 3,050 Lomita VCP 12 1,6371 186,982 0.68 Malibu DIP 4 5,516 Malibu LVCP 8 8,192 Malibu LVCP 10 433 Malibu VCP 8 14,202 Malibu VCP 10 1,222 Malibu VCP 1 12 302 29,867 0.11 Marina Del Rey CAS 10 967 Marina Del Rey CAS 12 50 Marina Del Rey LVCP 8 30,459 Marina Del Rey LVCP 10 3,592 Marina Del Rey LVCP 12 4,626 Marina Del Rey LVCP 15 3,736 Marina Del Rey LVCP 18 519 Marina Del Rey VCP 8 6,356 Marina Del Rey VCP 10 2,216 Marina Del Rey VCP 12 3,116 Marina Del Rey VCP 15 2,431 Marina Del Rey VCP 18 1,973 60,041 0.22 Palmdale ABSCP 8 19,906 Palmdale ABSCP 10 1,217 Palmdale ABSCP 12 11431 Palmdale CAS 8 162 Palmdale DIP 4 1,002 Palmdale DIP 8 1,021 Palmdale PVC 8 324 Palmdale IVCP 81 1,568,477 Palmdale VCP 10 116,5091 1 Palmdale VCP 12 75,831 Palmdale VCP 15 72,593 Palmdale VCP 18 7,9171 1 Page 6 D6 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Palmdale VCP 21 2,793 1,869,183 6.80 Palos Verdes Estates AC 6 11043 Palos Verdes Estates CAS 8 482 Palos Verdes Estates DIP 61 3,651 Palos Verdes Estates VCP 6 4,876 Palos Verdes Estates VCP 8 385,270 Palos Verdes Estates VCP 10 14,423 Palos Verdes Estates VCP 12 9,136 Palos Verdes Estates VCP 15 11429 420,310 1.53 Paramount CAS 6 123 Paramount CAS 81 207 Paramount CP 8 97 Paramount VCP 8 296,521 Paramount VCP 10 12,118 Paramount VCP 12 5,687 Paramount VCP 15 7,370 Paramount VCP 18 3,086 325,2091 1.18 Pico Rivera ABSCP 81 7,333 Pico Rivera ABSCP 10 191 Pico Rivera CAS 4 54 Pico Rivera CAS 6 198 Pico Rivera CAS 8 13 Pico Rivera CAS 10 126 Pico Rivera DIP 4 41 Pico Rivera VCP 8 535,570 Pico Rivera VCP 101 20,835 Pico Rivera VCP 12 12,488 Pico Rivera VCP 15 1,508 Pico Rivera VCP 18 1,614 579,971 2.11 Rancho Palos Verdes ABSCP 8 14,938 Rancho Palos Verdes AC 6 5,282 Rancho Palos Verdes CAS 4 205 Rancho Palos Verdes CAS 81 526 Rancho Palos Verdes DIP 3 698 Rancho Palos Verdes DIP 4 3,413 Rancho Palos Verdes DIP 8 1,051 Rancho Palos Verdes LVCP 8 816 Rancho Palos Verdes LVCP 15 15022 Rancho Palos Verdes VCP 8 677,159 Rancho Palos Verdes VCP 10 25,807 Rancho Palos Verdes VCP 8,359 Rancho Palos Verdes VCP ------112 15 11,999 751,275 2.73 Page 7 D7 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Rolling Hills ABSCP 8 11426 Rolling Hills VCP 8 1,241 2,667 0.01 Rolling Hills Estates ABSCP 81 4,131 Rolling Hills Estates CAS 4 558 Rolling Hills Estates DIP 4 956 Rolling Hills Estates DIP 8 25 Rolling Hills Estates LVCP 8 914 Rolling Hills Estates VCP 8 160,473 Rolling Hills Estates VCP 10 3,660 Rolling Hills Estates VCP 12 1,063 Rolling Hills Estates VCP 151 1,000 172,780 0.63 Rosemead CAS 8 192 Rosemead CAS 10 139 Rosemead CAS 12 231 Rosemead DIP 3 246 Rosemead DIP 8 198 Rosemead VCP 8 409,186 Rosemead VCP 101 9,095 Rosemead VCP 12 71202 Rosemead VCP 15 11098 427,587 1.56 San Dimas ABSCP 8 3,745 San Dimas CAS 4 8,117 San Dimas CAS 6 3,103 San Dimas CAS 8 1,541 San Dimas CAS 101 3,540 San Dimas DIP 4 8,299 San Dimas DIP 8 126 San Dimas PVC 6 1,516 San Dimas VCP 4 117 San Dimas VCP 8 478,773 San Dimas VCP 10 13,077 San Dimas VCP 12 12,968 San Dimas VCP 151 2,917 537,839 1.96 Santa Clarita ABSCP 8 276,428 Santa Clarita ABSCP 10 3,143 Santa Clarita ABSCP 12 5,091 Santa Clarita ABSCP 15 4,240 Santa ClaritaCAS 8 430 Santa Clarita CAS 24 799 Santa Clarita IDIP 4 1,300 Santa Clarita IDIP 6 ji 899 Page 8 D8 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Santa Clarita DIP 10 111 Santa Clarita DIP 24 786 Santa Clarita VCP 5 Santa Clarita VCP 8 1,307,992 Santa Clarita VCP 101 78,783 Santa Clarita VCP 12 64,978 Santa Clarita VCP 15 61,219 Santa Clarita VCP 18 79,299 Santa Clarita VCP 21 15,475 Santa Clarita VCP 24 13,232 Santa Clarita VCP 27 283 11914,493 6.97 Santa Fe Springs CAS 6 82 Santa Fe Springs CAS 8 44 Santa Fe Springs DIP 8 440 Santa Fe Springs VCP 6 78 Santa Fe Springs VCP 8 326,422 Santa Fe Springs VCP 10 35,002 Santa Fe Springs VCP 12 37,656 Santa Fe Springs VCP 15 22,901 Santa Fe Springs VCP 18 2,855 425,480 1.55 South EI Monte CAS 6 11169 South EI Monte CAS 8 50 South EI Monte VCP 8 189,385 South EI Monte VCP 10 7,074 South EI Monte VCP 121 3,010 200,688 0.73 Temple City ABSCP 8 2,118 Temple City VCP 8 395,645 Temple City VCP 10 4,279 Temple City VCP 12 3,339 Temple City VCP 15 1,677 407,058 1.48 Unincorporated Count - Central Yard ABSCP 81 11,894 Unincorporated County - Central Yard CAS 41 479 Unincorporated County - Central Yard CAS 8 3,660 Unincorporated Count - Central Yard CAS 14 384 Unincorporated County - Central Yard CAS 16 41 Unincorporated County - Central Yard CP 8 254,260 Unincorporated Count - Central Yard CP 10 653 Unincorporated County - Central Yard CP 12 2,024 Unincorporated Count - Central Yard DIP 6 116 Unincorporated Count - Central Yard LCP I 8 126,816 Unincorporated Count - Central Yard LCP 10 681 Unincorporated Count - Central Yard VCP 1 81 1,267,6651 1 Page 9 D9 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Unincorporated County - Central Yard VCP 10 355792 Unincorporated County - Central Yard VCP 12 16,080 Unincorporated County - Central Yard VCP 14 168 Unincorporated County - Central Yard VCP 15 8,368 Unincorporated Count - Central Yard VCP 181 21460 Unincorporated County - Central Yard VCP 21 841 Unincorporated County - Central Yard VCP 24 688 1,733,070 6.31 Unincorporated Count - East Yard ABSCP 8 1,019 Unincorporated County - East Yard ABSCP 8 154,319 Unincorporated County - East Yard ABSCP 10 2,092 Unincorporated Count - East Yard CAS 4 2,453 Unincorporated County - East Yard CAS 6 5001 1 Unincorporated County - East Yard CAS 8 10,556 Unincorporated County - East Yard CAS 12 41 Unincorporated County - East Yard DIP 3 575 Unincorporated Count - East Yard DIP 4 1,365 Unincorporated County - East Yard DIP 8 3,627 Unincorporated Count - East Yard VCP 8 3,299,368 Unincorporated County - East Yard VCP 10 76,316 Unincorporated County - East Yard VCP 12 61,017 Unincorporated County - East Yard VCP 15 32,945 Unincorporated County - East Yard VCP 18 16,595 Unincorporated County - East Yard VCP 21 5,223 3,668,011 13.35 Unincorporated Count - North Yard ABSCP 8 97,367 Unincorporated County - North Yard ABSCP 12 70 Unincorporated County - North Yard AC 15 14 Unincorporated Count - North Yard CAS 6 685 Unincorporated County - North Yard CAS 8 1,276 Unincorporated County - North Yard CAS 10 813 Unincorporated Count - North Yard DIP 4 6,597 Unincorporated County - North Yard DIP 6 2,186 Unincorporated Count - North Yard DIP 81 3,608 Unincorporated Count - North Yard DIP 10 259 Unincorporated Count - North Yard DIP 12 76 Unincorporated County - North Yard DIP 16 3,952 Unincorporated County - North Yard DIP 18 1,097 Unincorporated Count - North Yard DIP 21 518 Unincorporated County - North Yard LVCP 8 4,709 Unincorporated County - North Yard LVCP 10 1,337 Unincorporated County - North Yard PVC 3 907 Unincorporated Count - North Yard PVC 4 3,020 Unincorporated Count - North Yard VCP 4 556 Unincorporated County - North Yard VCP 6 86 Unincorporated Count - North Yard VCP 8 744,334 Page 10 D10 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITYTOTAL, FT PERCENT OF SMD Unincorporated County - North Yard VCP 10 33,339 Unincorporated County- North Yard VCP 12 26,182 Unincorporated Count - North Yard VCP 15 43,182 Unincorporated County - North Yard VCP 18 46,325 Unincorporated County - North Yard VCP 211 5,703 Unincorporated County - North Yard VCP 24 3,724 1,031,922 3.75 Unincorporated Count - South Yard ABSCP 8 58,775 Unincorporated County - South Yard AC 8 8,410 Unincorporated County - South Yard AC 10 335 Unincorporated County - South Yard CAS 4 1,549 Unincorporated County - South Yard CAS 6 2,897 Unincorporated County - South Yard CAS 8 429 Unincorporated County - South Yard CP 8 38,086 Unincorporated County - South Yard CP 10 1,560 Unincorporated County - South Yard DIP 2 400 Unincorporated Count - South Yard DIP 4 1,897 Unincorporated Count - South Yard DIP 8 895 Unincorporated County - South Yard DIP 10 46 Unincorporated County - South Yard LCP 41 25 Unincorporated Count - South Yard LCP 8 187,924 Unincorporated County - South Yard LCP 10 881 Unincorporated County - South Yard LCP 12 880 Unincorporated Count - South Yard LCP 15 2,534 Unincorporated County - South Yard LCP 18 4,033 Unincorporated Count - South Yard LVCP 8 3,530 Unincorporated County - South Yard PVC 3 150 Unincorporated Count - South Yard VCP 1 4 19 Unincorporated County - South Yard VCP 8 1,876,025 Unincorporated County - South Yard VCP 10 67,094 Unincorporated County - South Yard VCP 12 40,743 Unincorporated County - South Yard VCP 15 23,238 Unincorporated County - South Yard VCP 18 7,800 Unincorporated Count - Sout'i Yard XXX 0 812 2,330,967 8.48 Walnut ABSCP 8 81,903 Walnut ABSCP 10 2,184 Walnut ABSCP 12 901 Walnut ABSCP 15 1,581 Walnut CAS 8 373 Walnut DIP 8 614 Walnut VCP 6 116 Walnut IVCP 1 81 364,055 Walnut 1VCP1 10 8,283 Walnut VCP 12 5,987 Walnut IVCP 1 151 8,150 Page 11 D11 LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS SEWER PIPE TOTALS BY CITY, MATERIAL, AND SIZE As of July 26, 2007 CITY MATL DIA TOTAL, FT CITY TOTAL, FT PERCENT OF SMD Walnut VCP 18 4,002 Walnut VCP 21 3,652 481,801 1.75 West Hollywood VCP 6 769 West Hollywood VCP 81 177,578 West Hollywood VCP 10 7,459 West Hollywood VCP 12 10,801 West Hollywood VCP 15 61894 West Hollywood VCP 18 4,379 207,880 0.76 Westlake Village ABSCP 8 10,379 Westlake Village ABSCP 12 304 Westlake Village DIP 41 11967 Westlake Village DIP 8 329 Westlake Village VCP 4 79 Westlake Village VCP 8 127,642 Westlake Village VCP 10 12,788 Westlake Village VCP 12 7,529 Westlake Village IVCP 15 13864 Westlake Village IVCP 18 12,296 175,177 0.64 TOTAL SMD SEWERS I 27s484,9011 i 100.00 Page 12 D12 dr0 Q U) a. 2 CL D13 mmy MN N ppfWp �W fmW0 W pmNIA N NmW �W p(WO W mom a W M WWW W W mmN M 1WWO Mom WNWN Wmf0 •I m m m !p m N N m m h Q h yy Y f t+l mvv A �t+l �{ W A hi_ CJ m W pp h O tq {� W pW_tb Q (h OCl dm0mQtN_W1h� dq�nIpfl AW NapmpSW< :E N NN Ot01'$0'pNQ�pmnmp1AA $Nd VfbW � dOW_pmbA n m m ��M 212 d N mwo WN mON VOCCCNN}}}II QyN_ <Q.- 0{WW$ mm0 w N N m N❑ xx¢ 0 r S K K O K Z U U aa QU Q Q w w F F J W W Z Z m m m J J moi �m J> i <—� ¢¢a' ZJ_ K a m rp axa l W Z W Z W a Q Coo N > > y a 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Ua Z OW W r O K 2 W 0 C Z 8W K w-1 Y W W W W > >} m 1 J Z O 2 Z a w 00>z� -Qa NNUD W OU mmLL W W 22 QJ a'w r W w J W w x V Oz0 K Z6 Z?i}OOWZUOw=>jD K D YD�WO W D g W z ¢rc a?5D p r gz�roxo rcx r J r O O OO4awz�Z Z 6z W }wDaOrN<momWW� a o_ �gc'�'o� a a= O �j aarawxrc wz� o'- U'OY 0 0 } K OD j ��c'�$='gx°x°_sYgg ¢ D U t9�zzz W W WW WWWIaLLL w W° c3 g g y w poo 0 J J J J J J J O y w A m O 0pp 0O�o tO O(O (OOp (O000� n �1S AAS AS O OmOAOal 8 N N NSoG SO p S Om�pp pOp pn AO IO- W WOm4mWW W W NWNm mAOa 02 maW m a a aaa2222222i amAS 72222 m iWWWWWWm W W W W W w w w w W W W W = a a e a a umi innm�iinl�in �i umim 'm mm�memmmmn ;+ �dnn mA n n m 1� ^W AW agmmmS D15 D16 a N • m �SN Nei W �� n N W N W v N W c S N{y W pl n N W w N W N' Ul m$ N W N W m N W �mmm NNS W W F N W m8imamm$. NNNNN�N w D16 SEWER REVENUES AND FACILITIES DATA A. Unincorporated Areas MILES OF NUMBER OF I SEWAGE I CHARGE ESTIMATED NOS. MEMBER CITY SEWER LINE PARCELS UNITS I REVENUE POPULATION A. Unincorporated Areas TOTAL 19659.84 199,510.0 2782397.15 $9,883,099.00 666,600 B. Cities 1 Agoura Hills 54.65 6,648.0 71460.00 264,830.00 20,537 2 Artesia 31.63 3,882.0 5,760.00 204,480.00 16,380 3 Baldwin Park 105.70 14,528.0 20,573.50 730,359.25 75,837 4 Bell Gardens 40.24 3,945.0 12,183.50 432,514.25 44,054 5 Bellflower 99.61 12,627.0 27,103.00 745,332.50 72,878 6 Bradbury 2.04 90.0 90.00 3,195.00 855 7 Calabasas 64.62 6,477.0 8,039.50 285,402.25 20,033 8 Carson 180.08 21,751.0 31,852.50 1,130,763.75 89,730 9 Commerce 48.80 3,491.0 12,881.00 457,275.50 12,568 10 Cudahy 14.18 1,690.0 6,296.00 2239508.00 24,208 11 Diamond Bar 161.17 172114.0 18,754.00 665,767.00 56,287 12 Duarte 45.88 5,654.0 8,058.50 286,076.75 21,486 13 Glendora 141.85 13,872.0 18,879.00 670,204.50 49,415 14 Hawaiian Gardens 15.82 2,455.0 4,258.50 151,176.75 14,779 15 Hidden Hills 14.79 574.0 554.50 19,684.75 11875 16 Industry 49.71 12086.0 72296.50 259,025.75 777 17 La Canada Flintridge 33.61 1,631.0 1,646.50 58,450.75 20,318 18 La Habra Heights 2.29 111.0 119.00 4,224.50 55712 19 La Mirada 120.17 13,637.0 16,709.00 593,169.50 46,783 20 La Puente 61.27 7,487.0 10,874.00 386,027.00 41,063 21 Lakewood 166.08 23,594.0 28,500.00 1,011,750.00 79,345 22 Lancaster 324.94 31,203.0 43,158.00 1,532,109.00 118,718 23 Lawndale 33.48 5,729.0 11,399.50 404,682.25 312711 24 Lomita 35.42 4,860.0 81799.00 312,364.50 20,046 25 Malibu 5.84 579.0 571.50 20,288.25 12,575 26 Palmdale 350.97 32,227.0 38,675.50 1,372,980.25 116,670 27 Palos Verdes Estates 79.73 5,196.0 5,429.50 192,747.25 13,340 28 Paramount 61.64 8,306.0 19,023.00 675,316.50 55,266 29 Pico Rivera 109.91 13,931.0 19,816.00 703,468.00 63,528 30 Rancho Palos Verdes 142.29 13,324.0 14,770.50 524,352.75 41,145 31 Rolling Hills 0.51 9.0 8.50 301.75 1,871 32 Rolling Hills Estates 33.04 2,923.0 31533.50 125,439.25 7,676 33 Rosemead 80.98 10,168.0 16,319.50 579,342.25 53,505 34 San Dimas 101.86 91271.0 12,279.50 435,922.25 64,980 35 Santa Clarita 352.15 42,033.0 51,646.00 1,833,433.00 151,088 36 Santa Fe Springs 78.57 5,227.0 15,368.00 5452564.00 17,438 37 South EI Monte 38.01 4,203.0 11,330.00 402,215.00 21,144 38 Temple City 76.93 9,870.0 12,902.50 458,038.75 33,377 39 Walnut 91.32 8,254.0 8,722.50 309,648.75 30,004 40 Westlake Village 33.19 3,295.0 3,896.00 138,308.00 8,368 SUB -TOTAL 31484.97 3727952.0 5457537.00 $197149,739.50 19577,370 41 Irwindale 13.16 11112.0 \ \ 1,446 42 West Hollywood 39.37 7,150.0 \ \ 35,716 GRAND TOTAL 57197.34 580,724.0 823,934.15 $29,032,838.50 212819132 16167C.Iffi3IIIN p drive/wspub/general/pamfieldsdavisfrRAs/ CSMD Revenue by City.xls D17 Appendix E Accumulative capital Outlay Program Projects APPENDIX E ACCUMULATIVE CAPITAL OUTLAY PROGRAM PROJECTS VA E1 J � FO O r r V3 z 0 U p o 7 Ln NO F > o Q N N T N N O n n F V N O V itJ N O H3 V3 EA fA fA H3 N Q z � z U U) W O Q U ro a Q N O O 7 W V coo ro N N r r co v o Q ro Z U 0 LL y N Q C H 4 c6 C z O O x IL U WC J Z `m O W Q N z_ a> > D m co Vj 63 EA EA N EA N z U � � N W Q Q O N r N z Q W V r O m N� U zv v a v v v LL z O N Q J (n Q ~ W U J W z G 7 r 0 O N IL 3 N m Q N 7 O U) N d N U m U d Q N U) n N N N N D > > a Q > Q > W D >U ¢ U O O Q d N QQ 47 L M E 0 > U _U W T E W U O ¢ U) co n m o 0 0 0 O o 0 0 0 0 z O O O O O Q �E 2i 2 :5 i5 U U) U) U) O E1 J � FO O r r V3 z 0 U p o 7 Ln m F > o z O » O U z O U) Q z U U) W Q Q N O W V z Q O 0 Q ro Z U 0 LL y H U W O x IL WC J � `m W Q N z_ a> D C rn E1 E2 O J Q � r O in o co m o o � J (D N r m O O m m O M j O O � N > C4 OC\i N N z Z M N N F U O Z O EA EA EA fA EA N 3 � Z � Z 0 U) 0 W D U ZO U F o =y W v °'. O a m o m m O O F> o r-: O o o U 7 � LL e» Cf) Zv> F» F» U F» W O m O Q� C a � } U W � � O Z s W � O � O Z U) m `m o o ro G orn p m O O � Lr Z � 0 N W O F 0 O F o o O o 0 0 QCOCD O O m N m r Z G O V O O y O 00 U LL y N 3 m U o o a a > y m o F > C I 6 co LUU Lu O d o m 3 3 c o - m r 3 3 C Q y L) Q N c N N N 0 E a m Q d a 3 o j d m d E `m m L N C 3 29 i LL J0 M (n M N V ifJ of m O O O O O O O Z O U U U O O Q 2 2P � 2i U) co mU) U) co E2 O J Q � r O F � � Z O F Z O 0 j � � > v z Z O U Z O _N > O 3 Z r 0 U) W D U F o W Z O_ a o m H 0 O Z U 7 � LL Cf) F U W O m Q� C a � } J W � � O J s W � O � Z m m `m O E2 Ti E3 m o m J o co 0 o e m p 0 0 0 O O O O Cr M Z O Z O V O M N o n o N Z O U Z O N > o a o N N O Z O O M O W y {ll 0 ~ O a W M N O O o O m O Z Q Oro N� U G a v a v 7 LL Z O Q J Vl � ~ U W J W w Z Q O F 0 Om � OF 3 F dU) 3CO O m ) c 3 a y a > N Z:) o` a > o W m s _ N C a O = W d _ � r O m r rn 0 Z O O O U O O Q 2P N U U E3 Appendix F Condition Assessment Work Schedule CCTV PROJECT SCHEDULE Agaves IBK FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 S 3 YOTV0506F 29,407 2009-2010 S 3 3 1 1605618 2014-2015 S 3 32 97,132 TOTAL [FD 281,151 TOTAL [MILES) 54 Ar[M FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2007-2008 C 4 YOTV0708C 752234 2008-2009 C 4 413 91,471 TOTAL LIFT) 1,705 TOTAL [MILES) 32 Belirrin parr FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2008-2009 E 1 1 7 2925776 2011-2012 E 1 1 9 113,256 2013-2014 E 1 16 141,882 TOTAL IF[) 541,914 TOTAL [MILES) 104 BOB garden FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2008-2009 C 1 1 15 97,334 2009-2010 C 1 114 111,999 TOTAL [Fn 2081333 TOTAL [MILES) 40 Brarbary FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E 5 YOTV0506D 4,843 2011-2012 E 5 527 52855 TOTAL [FT) 10,698 TOTAL (MILES) 2 `Approximate length as of January 2008, actual project length may vary F1 * Approximate length as of January 2008, actual project length may vary. WA CSI111b21tiS FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 S 3 YOTV0506F 34,197 2011-2012 S 3 3 3 253,558 2014-2015 S 3 32 82,540 TOTAL [F[) 370285 TOTAL [MILES) 70 Corso® FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2008-2009 S 2 2 2 209,180 2011-2012 S 2 2 3 2173225 2013-2014 S 2 2 5 290,552 2014-2015 S 2 24 243,411 TOTAL IF[) 064368 TOTAL [MILES) 182 CILC IM199=21 FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2009-2010 C 412 6,325 TOTAL [FF1 6,325 TOTAL[MILES) 1 Commme FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2008-2009 C 1 1 15 213,380 2010-2011 C 1 1 18 18,055 2012-2013 C 1 116 27,806 TOTAL [FTI 250,241 TOTAL [MILES) 40 00816 FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2009-2010 C 1 114 742516 TOTAL [FTI 749516 TOTAL [MILES) 14 * Approximate length as of January 2008, actual project length may vary. WA Diamond Dar FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2010-2011 E 4 4 5 114,095 E 4 532 107,336 2014-2015 E 4 4 3 297,331 2015-2016 E 4 44 312,664 TOTAL [FTI 631,426 TOTAL NOR] 151 Doane FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E 5 YOTV0506D 27,779 2011-2012 E 5 527 212,494 TOTAL [FIT 240273 TOTAL WES) 46 Dlamlora FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E 5 YOTV0506D 732405 2007-2008 E 5 YOTV0708F 97,704 2008-2009 E 5 5 31 292,826 2010-2011 E 5 5 32 181,125 2011-2012 E 5 530 96,693 TOTAL [FTI 741,153 TOTAL [MD.ESI 140 Dam ilaw garden FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2007-2008 C 4 YOTVO708C 82,902 TOTAL IM 62,602 TOTAL [MILES) 16 Dlddoa DIIIs FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 S 3 YOTV0506F 72273 2014-2015 S 3 32 70,185 TOTAL [Ff) 77,456 TOTAL [MILES] 15 Approximate length as of January 2008, actual project length may vary. F3 Approximate length as of January 2008, actual project length may vary. F4 Imh�tr11 FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E 1 YOTV0506E 26,566 2009-2010 E 1 121 35,880 2010-2011 E 1 1 1 24,354 E 1 4 5 23,084 2011-2012 E 1 1 9 20,757 2012-2013 E 1 1 2 5,577 E 1 1 5 21,239 2013-2014 E 1 1 4 54,348 E 1 4 6 31595 2014-2015 E 1 113 369629 E 1 4_3 3,098 2015-2016 E 1 120 51098 TOTAL ffT] 2609225 TOTAL[MIES] 40 Is Canada -HIMMes FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E 5 YOTV0506D 9,353 2009-2010 E 5 5 22 80,073 2011-2012 E 5 527 85,025 TOTAL UM 17AA51 TOTAL [MALES) 33 Ie lahm relow FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2010-2011 E 4 11 11,305 TOTAL (M 119305 TOTAL [MILES] 2 Approximate length as of January 2008, actual project length may vary. F4 Lal EMU FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 C 4 YOTV0506A 163,554 2009-2010 C 4 4 7 4,228 2010-2011 C 4 415 156,839 2013-2014 C 4 49 3029959 TOTAL [F[) 627,580 TOTAL [MO.ESI 110 Is ttim to FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E 1 YOTV0506E 322439 2011-2012 E 1 1 9 54,317 2012-2013 E 1 1 2 88,651 2013-2014 E 1 14 147,318 TOTAL (M 322,725 TOTAL [MIES) 61 LakaMd FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2007-2008 C 4 YOTV0708C 145,522 2008-2009 C 4 4 13 128,498 2009-2010 C 4 4 12 306,503 2012-2013 C 4 411 294,917 TOTAL [ETI 875A40 TOTAL [MILES) 166 Waster FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* - N 5 114503397 2007-2008 N 5 YOTV0708A 2862104 * Approximate length as of January 2008, actual project length may vary. TOTAL [TT) 1,736,501 TOTAL [MILES] 320 F5 Lewdele FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2006-2007 S 2 YOTV0607A 1762779 TOTAL 01 17OJ78 TOTAL [MAESI 333 Lampe FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2011-2012 S 4 416 1875888 TOTAL [FT) 187,888 TOTAL [MI ESI 36 WIN FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 S 3 YOTV0506F 24,351 TOTAL [FTI 24,351 TOTAL[MILES] 5 Palmdab FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2007-2008 N 5 YOTV0708A 18,330 N 5 YOTV0708D 310,000 2008-2009 N 5 5 12 267,974 2010-2011 N 5 5 11 284,725 2013-2014 N 5 5 20 300,776 2014-2015 N 5 5 21 316,163 2015-2016 N 5 5 10 144,197 N 5 518 314,127 TOTAL [FTI 1,856,202 TOTAL [MILES] 371 PelesltermEsms FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2006-2007 S 4 YOTV0607D 206,490 2008-2009 S 4 418 122,347 TOTAL [FTI 328,837 TOTAL [MILES) 62 Approximate length as of January 2008, actual project length may vary. F6 Approximate length as of January 2008, actual project length may vary. F7 PeraawRet FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2008-2009 C 4 4 13 110,387 2012-2013 C 4 414 214,967 TOTAL OFT) 325,354 TOTAL [MILES] 62 Pio Bien FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2006-2007 C 1 YOTV0607C 291,353 2008-2009 C 1 1 15 142 2010-2011 C 1 1 10 126,180 2012-2013 C 1 116 83,268 C 1 15 753992 TOTAL [ET] 516335 TOTAL [MILES] 100 Rage Pati Verdes FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 S 4 YOTV0506F 769591 2006-2007 S 4 YOTV0607D 131,777 2008-2009 S 4 4 18 312410 2009-2010 S 4 4 19 266,674 2011-2012 S 4 4 16 100,727 S 4 417 124,667 2012-2013 S 4 15 850 TOTAL IM 7329606 TOTAL [MILESI 130 ROIRaR KRIS FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2011-2012 S 4 417 2,692 TOTAL IM 2,682 TOTAL (MI ) 1 Approximate length as of January 2008, actual project length may vary. F7 Rolling HMIs Estates FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 S 4 YOTV0506F 648 2008-2009 S 4 4 18 992350 2009-2010 S 4 4 19 15,968 2011-2012 S 4 416 13,525 S 4 417 409469 TOTAL [Fn a,060 TOTAL IMIBI 32 Rosemead FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2007-2008 E 1 YOTV0708E 358,569 2008-2009 E 1 1 8 58,297 2012-2013 E 1 15 78 TOTAL [FTI 416,844 TOTAL [MIES] 70 Sae alms FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E 5 YOTV0506D 55,122 2008-2009 E 5 531 13,272 2011-2012 E 5 530 174,712 2015-2016 E 5 529 2691574 TOTAL [FT) 5V.600 TOTAL (MILES] 07 * Approximate length as of January 2008, actual project length may vary. w S111112 GMFM FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2008-2009 N 5 1 8 475 2009-2010 N 5 533 303,042 2011-2012 N 5 527 700 2012-2013 N 5 53 1863978 N 5 54 2403108 N 5 5 7 3295873 N 5 5 6 2403739 2013-2014 N 5 58 303,875 2014-2015 N 5 52 36,493 N 5 5 5 271,444 N 5 51 60,276 TOTAL 01 1.074,003 TOTAL OAIES) 374 SM Fe S91i1it FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 C 1 YOTV0506A 628 2007-2008 C 1 YOTV0708B 46,928 2008-2009 C 1 1 8 13674 2009-2010 C 1 4 7 949258 2010-2011 C 1 110 166,368 2013-2014 C 1 4 9 509 2014-2015 C 1 421 118,534 TOTAL 01 4289800 TOTAL (MUS) 81 SNIT® FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*_ 2008-2009 E 1 1 8 82,094 2012-2013 E 1 15 118,118 TOTAL[FTI 200212 TOTAL O88.ES1 38 Approximate length as of January 2008, actual project length may vary. F9 Tow0a Chv FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2007-2008 E 5 YOTV0708H 176,072 2008-2009 E 5 1 8 81 2010-2011 E 5 5 25 208,972 2011-2012 E 5 524 22,605 2010-2011 C 1 18 TOTAL [ETl 407730 C 4 15 149,936 TOTAL[MIES) 77 I®Inarpomled GIIIIIAu NIT FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)' 2005-2006 C YOTV0506A 34,270 2006-2007 C YOTV0607C 91475 2007-2008 C YOTV0708B 253,485 2008-2009 C 413 55167 2009-2010 C 4 7 214,113 2010-2011 C 1 18 288,392 C 4 15 149,936 2011-2012 C 1 17 3043024 2012-2013 C 1 16 190,865 C 4_11 16,239 C 1 5 619341 2014-2015 C 421 197,725 Approximate length as of January 2008, actual project length may vary. TOTAL IM 1725,032 TOTAL[MIES) 327 F10 Yninc®rlwMd EWTOrd FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)* 2005-2006 E YOTV0506D 49,010 E YOTV0506E 159,559 2007-2008 E YOTV0708F 195,437 E YOTV0708E 2,354 E YOTV0708H 1253559 2008-2009 E 523 301,349 E 1 8 94,751 2009-2010 E 5 22 224,759 E 121 81,621 2010-2011 E 11 265,708 E 4 5 167,801 E 525 94,295 2011-2012 E 527 38,235 E 530 333816 E 5_24 2809289 E 1 9 108,759 2012-2013 E 1 2 212,744 E 1 5 259349 2013-2014 E 1 3 303,178 E 1_4 109,207 E 4 6 3053122 E 1 6 142,462 2014-2015 E 1 13 269,884 2015-2016 E 120 347 E 529 42,526 TOTAL ffB 0XV1 TOM ORO) 068 Approximate length as of January 2008, actual project length may vary. F11 �NYC�IpIi1� (bllb i9r FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)' 2007-2008 N 5 YOTV0708D 198 2008-2009 N 5 418 193 N 5 5_12 399096 2009-2010 N 5 533 367751 2010-2011 N 5 5_11 7,495 2012-2013 N 5 5 3 1053698 N 5 5 4 883468 N 5 56 77,266 2013-2014 N 5 58 778 2014-2015 N 5 52 264,077 N 5 5 5 533230 N 5 5_21 51333 N 5 5 1 252,440 2015-2016 N 5 5_10 193,242 N 5 518 2,899 TOTAL 01 1.127,104 TOTAL [PAM) 213 `Approximate length as of January 2008, actual project length may vary. F12 �RIRCRR1RtRtei SMiMYM FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)' 2005-2006 S YOTV0506B 1949183 S YOTV0506F 183213 2006-2007 S YOTV0607A 123,540 2007-2008 S YOTV0708G 359,430 2008-2009 S 418 18,865 S 2 2 99,829 2009-2010 S 3 1 13,409 S 114 1193949 S 419 19,991 S 29 300,619 2010-2011 S 2 6 281,105 2011-2012 S 2 3 92,152 S 417 39779 S 3 3 1043271 2012-2013 S 2 7 307,338 S 414 106,189 2013-2014 S 25 26,580 2014-2015 S 24 69,265 S 32 58,642 MAl1FD 2,311,349 TOTAL [MILES) 439 wR FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)' 2009-2010 E 1 1 21 182,965 2015-2016 E 1 120 298,448 T9TA1 1TT) 4M13 TOM [PARES) 81 ' Approximate length as of January 2008, actual project length may vary. F13 westbMoUlas FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)' 2005-2006 S 3 YOTV0506F 2009-2010 S 3 31 TOTAL IM TOTAL [MILES] ' Approximate length as of January 2008, actual project length may vary. 18,079 155,902 173,081 33 F14 CO) O j W.LU o Lu R' a m m o N �n a v� m 0 c ~ W Cl) U Z 3 - Y { a m) o 0 0 0 o N o o ry _ in y �3>%geS „ ' ? f F J N N N N N m N m C U� Y WU LL *s e y v Ea000. . . . . . �� CO) e�% pJ�`4 C W U N N N N H N N N N N J LL (' O g�asgg$ ill IL s9MUZ W LUW N N LU LLI a j ;4 LL' v Q m m o N N e .n m m c 3 E_g3gmgz Q F m J N N N N N N N lOV tOV A V1 J 2 N N a; BZ4$-Ek� V WL/%� LL 11p U E Q c mL' t N �1 C� ' U N N N N N N O O O O C M LL N O Fsu-. 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J 04 U) IL \�d:000000000 IZO q|/ Appendix G Sanitary Sewer Overflow Response Instruction Manual STANDARD OPERATING PROCEDURES Service Request Response Procedures The enclosed flow chart depicts an overview of the process taken when crews are notified and actions to be taken. The actual steps in the procedures are described in detail below: The Sewer Maintenance Districts provide 24-hour emergency services to investigate complaints from citizens. The 24-hour emergency telephone number is 1 -800 -675 -HELP (4357). Personnel are available each day of the year to receive and act on any calls or automated alarms related to problems in the sewer system including overflows. During business hours, emergency calls are received by the Department of Public Works' Operator. The Operator will dispatch the nearest Sewer Maintenance crew to the problem site. For after -hour emergencies, the Operator will call the Sewer Maintenance Superintendent or Supervisor in the order listed on the Emergency Home Telephone list. The Superintendent or Supervisor who receives the emergency call will investigate the complaints and take appropriate action, including immediate dispatch of a standby crew with necessary equipment to take care of the problem or refer the call to other agencies if the problem is found not to be in our jurisdiction. Sanitary Sewer Overflow Procedures The following information provides the order of operations for crew response procedures relating to Sanitary Sewer Overflows (SSO): 1. Verify that the facility is one that the Department of Public Works has the responsibility to maintain. Notify the responsible maintenance agency if it is not our facility. 2. Assume that the overflow contains hazardous materials, particularly if it occurs in an industrial area. Crews shall stay upwind of any potential air contamination or fumes until it is determined to be safe to approach the origin of the SSO. If hazardous materials are suspected, our crews are to notify the Department of Public Works' Dispatch Unit so that a Hazmat investigation can be made immediately. 3. The crew responding to an overflow emergency is required to set up containment, stop the overflow, and ensure that the facility or area is cleaned up and returned to normal operation. At this time, crews identify the cause of the overflow (i.e. grease, roots, rocks, etc.) and then remedial actions are taken to ensure the mainline is down and running normal. Residents in the immediate vicinity of the overflow are informed of the cause of the problem and the remedial action taken. 4. Estimate the amount and duration of the SSO. G1 5. Department of Public Works, Flood Maintenance Division, is notified of all overflows that discharge into the storm drain system or flood control channel. Flood Maintenance Division's role is to assist in tracing and capturing as much of the spill before it reaches waters of the United States. The County of Los Angeles Department of Public Health is notified of all SSO events within two hours of the crew's arrival onsite, and if the SSO exceeds 1,000 gallons and/or reaches the storm drain system, the Regional Water Quality Control Board and the State Office of Emergency Services are notified. Completion of an Overflow Summary Report after notification of the appropriate agencies (SSMP Section 6.1.2). At this time, preventive measures may be taken to avoid the possibility of reoccurrences. All field personnel are trained to be conversant with these procedures and to accurately report SSO events. JA:sb SlandardOperatingProcedures Enc. G2 2.3.5 SMD SSO PROCEDURES FLOW CHART DPW Radio Room receives SSO calls from the Public or Telemetry System Dispatch Nearest Superintendent or Supervisor Sewer Maintenance NO After-hours YES on Emergency call list crew investigation Crew Leader Standby crew investigates Stop SSO and notify appropriate Crew Leader agency for Clean-up and Reporting Is it SMD NO Crew Leader calls the NO Is it SMD facility? Radio Room facility? Sewer Maintenance Crew - Stops SSO YES - Cleans up YES - Prepares report - Reports to radio room (dispatch) Crew Leader Note: Flood Maintenance is only notified when the SSO has entered a storm drain system. Call Health Department Call RWQCB Call DES Call *Flood Maint. Crew Leader Written Report to: - RWQCB (upon request) - SWRCB Web Page Senior Civil Engineer 8 3/20/08 G3 OVERFLOW SUMMARY REPORT INSTRUCTIONS The following instructions should be used as a guide for completing the Overflow Summary Report form. MMS W.O. NO. Leave blank. Work order number will be filled in by clerical support. ADDRESS Complete address, including street number; if street number is not known, use name of street and distance from nearest cross street. For example, Fremont Ave. 600' E/O Valley Blvd. NOT 600' E/O manhole #380. NEAREST INTERSECTION Nearest cross street. MAP NO. Consolidated Sewer Map Sheet Number. CITY/COUNTY Name of City or County area. If you are not sure leave blank. TYPE OF INCIDENT Specify the type of event (Manhole Overflow, Pump Station Failure, or Other). CREW LEADER/ELECTRO-MECHANIC RESPONDING Crew Leader name and crew number. TIME DISPATCH NOTIFIED Time the initial request for service was received by DPW Dispatcher. TIME CREW NOTIFIED Time when crew was notified by DPW Dispatcher or Supervisor. TIME OF ARRIVAL Time when crew arrived at job site. CALL BACK TELEPHONE NO. Responding party shall provide their yard's telephone number. TIME STOPPAGE RELIEVED Time when problem was finally resolved. TIME OF DEPARTURE Time when crew left job site and notified DPW Dispatcher by radio or telephone. DPW DISPATCHER NOTIFIED Specify if DPW Dispatcher was notified of results. HEALTH DEPARTMENT NOTIFIED Notify Health Department within 2 hours of crew notification of all overflows. O.E.S. NOTIFIED? Notify the State Office of Emergency Services upon completion of the event. RWQCB NOTIFIED? Notify the Regional Water Quality Control Board within one business day of the event. F.M.D. NOTIFIED? Notify Flood Maintenance Division, through dispatch, immediately upon verification of entry into the storm drain system or flood control channel. DESCRIPTION OF INCIDENT OVERFLOWING MH NO. Specify Manhole Number, Clean-out, Flood -out, or other. ESTIMATED VOLUME RECOVERED Number of gallons that was recovered and returned to the sewer system. ESTIMATED VOLUME Number of gallons of overflow. Use the visual method to estimate the volume. ESTIMATED DURATION Indicate time interval between time Dispatch received the call and time stoppage was relieved. WHERE DID FLOW GO Indicate where the effluent flowed: "street gutter", "open channel", "storm drain N/E C/O Valley Blvd.," or if it was contained and returned, "to M/H #380," etc. ACTION TAKEN Describe in detail the type of work that was done to respond to the emergency. Specify the containment, recovery, and clean-up process. What was done to contain the overflow? If it could not be contained, what exactly happened during the recovery process? What steps were taken to clean up the remaining sewer water and/or debris? SUSPECTED CAUSE Specify the suspected cause of the overflow. G5 IS THIS A REPEATED INCIDENT Consider any similar events within the past 5 years and use that data to specify if the overflow was a repeat incident. RECOMMENDED MEASURES TO PREVENT REOCCURRENCE Describe the corrective action measures to be taken to prevent repeat overflows. Provide the mainline location and manholes to be added to a sewer periodic cleaning schedule. If there is no action to be taken, please provide a detailed explanation for justification purposes. CORRECTIVE ACTION PM NO. Leave blank. Corrective PM No. will be added, by clerical support, once a cleaning periodic schedule has been created or modified. NAME Supervision staff for the responsible party shall sign here to acknowledge their agreement. DATE Date signed by supervision staff. JA:sb OVERFLOWSUMMARYREPORTINST 101 LGV. L TR A ORES ' CTi sSLNEET TELE W HnT�w! tK cawf�err _M H. WERr'1AYN OP/Eii �✓MpSY ..RIYbNGTROLwfE W.IPbY�1PONM4lT}MCTI'Jk (fK 19l ISWIM3IM� OTHeI RESI¢NL SIFT: saoolc arw R... Tana SERV ICE REC3LLE3R ,9Mpea_ol_ GLLl R6CENE0 ___ ar'�IY OISWTCIEp �. /OiHMKTP£ m __ :vy}iy RELEY®STUPM6E MIwt1 O5*ARIIXIE PIE MJMI RJ{$E AINBA YESf Np REL/i BY AGENCY ETTEms1 NEbUITb: A9T( Y.� MMNIHffTMe G- (YIY mw T.4 G7 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS SEWER MAINTENANCE DIVISION r'Vp°(626) 300-3308 Notification of Sanitary Sewer Overflow NOTIFICATION (to be completed by Crew Leader or Electra -Mechanic responding) DATE: LOCATION Address Nearest Intersection Map No. Residential TYPE OF INCIDENT: Manhole Overflow MMS No. City/County Commercial Pump Station Failure CREW LEADER/ELECTRO-MECHANIC RESPONDING Time crew notified Time of arrival Time stoppage relieved Time of departure Call back Tel. No. Industrial Other (Name) (Crew No.) DPW dispatcher notified? Yes No * AGENCY NOTIFICATION - CONTACT WITHIN 2 HOURS OF SUPERVISOR/CREW NOTIFICATION *PUBLIC INITIAL FOLLOW-UP Operator HEALTH DEPARTMENT DATE & TIME: DATE & TIME: No. *O.E.S INITIAL FOLLOW-UP Control DATE & TIME: DATE & TIME: No. *RWQCB INITIAL FOLLOW-UP DATE & TIME: DATE & TIME: F.M.D. (Notify through Dispatch) DATE & TIME: SIGN AND FAX TO RWQCB BY 8 A.M. THE NEXT BUSINESS DAY I certify that the Public Health Department, O.E.S., and the RWQCB have been notified as shown above. in accordance with State Water Board Order No. WQ 2008 -0002 -EXEC. Certified by: Signed by Supervisor, Crew Leader. Electro -Mechanic. or Treatment Plant Operator Responding Date TELEPHONE NUMBERS TO USE Public Health Department (213) 974-1234 State Office of Emergency (800) 852-7550 Services Los Angeles Regional Water (213) 576-6600 Quality Control Board Fax (213) 620-6140 Lahontan Regional Water (760) 241-6583 Quality Control Board Fax (760) 241-7308 (Lancaster/Palmdale area) Flood Maintenance Division (626) 458-4357 Contact within 2 hours of Supervisor/Crew notification Contact within 2 hours of Supervisor/Crew notification Contact within 2 hours of Supervisor/Crew notification Contact within 2 hours of Supervisor/Crew notification Call Dispatch to request assistance from G8 Flood Maintenance Division COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS SEWER MAINTENANCE DIVISION SUMMARY REPORT OF MAINLINE SEWER AND PUMP STATION OVERFLOWS PART 2 - DESCRIPTION OF INCIDENT (to be completed by Crew Leader or Electro -Mechanic responding) Photos Attached? ❑ Yes ❑ No Backflow Notice Attached? ❑ Yes ❑ No Date Time dispatch notified MMS No. Mapsheet No. Overflowing MH No. Est. Duration Est. Volume Est. Volume Recovered Where did flow go: Overflowing from Manhole No. Action taken: Suspected Cause: NAME DATE into .3..8.8.520.8888..8.5.0.050500000.0000000...0.0.20........2....0aN00axaaaAa0aaaa80000EaA..00 PART 3 - RECOMMENDATION (to be completed by Supervisor or Electro -Mechanic Working Supv ) IS THIS A REPEATED INCIDENT ❑ Yes ❑ No MMS No. RECOMMENDED MEASURES TO PREVENT REOCCURRENCE: Corrective Action PM No. ►�: ADDITIONAL COMMENTS PiWSPUB\GENERAUOVERFLOWSAOC DATE G9 Appendix H Sewer Maintenance Productivity Report APPENDIX H SEWER MAINTENANCE PRODUCTIVITY REPORT SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELDWORK COMPLETED: January 1, 2007 to December 31, 2007 Unincorporated Los Angeles County Total pipe length as of December 31, 2007 — 8,865,143 feet Total manholes as of December 31, 2007 - 37,339 manholes PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro cleaned 712,014 feet of pipe. • Mechanically rodded 678,319 feet of pipe. Manholes • Inspected 54,807 manholes. • Adjusted 240 manholes. SERVICE REQUESTS Responded to: • 26 stoppages • 72 overflows • 2 floodouts • 24 roach complaints • 40 mise • 98 others • 274 false alarms • A total of 536 service requests were responded to. TELEVISING ( Includes CCN for Condition Assessment) A total 581,937 feet were televised. ROOT CONTROL 2 900 feet of sewer pipe were treated for roots. 31 saddle installed. PUMP STATIONS Total numbers of pump station — 95 7 298 pump station inspections. 548 major equipment repairs/overhauls. 326 total call -outs for alarms and service requests. ANNEXATIONS 15 parcels annexed to the district. MARINA SEWER MAINTENANCE DISTRICT 0 sewer projects, reconstructed/rehabilitated -1- H1 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELD WORK COMPLETED: January 1, 2007 to December 31, 2007 Marina Sewer Maintenance District Total pipe length as of December 31, 2007 — 60,041 feet Total manholes as of December 31, 2007 - 207 manholes PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro cleaned 23,448 feet of pipe. • Mechanically rodded 1,412 feet of pipe. Manholes • Inspected 414 manholes. • Adjusted 1 manholes. SERVICE REQUESTS Responded to: • 0 stoppages • 2 overflows • 0 floodouts • 0 roach complaints • 0 misc • 13 others • T false alarms • A total of 19 service requests were responded to. TELEVISING A total 0 feet were televised. ROOT CONTROL 0 feet of sewer pipe were treated for roots. CONSTRUCTION 1 saddle installed. PUMP STATIONS Total numbers of pump station — 1 104 pump station inspections. 12 major equipment repairs/overhauls. 6 total call -outs for alarms and service requests. ANNEXATIONS 0 parcels annexed to the district. MARINA SEWER MAINTENANCE DISTRICT 0 sewer projects, reconstructed/rehabilitated. -2- H2 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELD WORK COMPLETED: January 1, 2007 to December 31, 2007 Sewer Maintenance Districts- Total Total pipe length as of December 31, 2007 — 27,838,112 feet Total manholes as of December 31, 2007 - 117,158 manholes PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro cleaned 5,158,564 feet of pipe. • Mechanically rodded 3,320,552 feet of pipe. Manholes • Inspected 197,345 manholes. • Adjusted 839 manholes. Responded to: • 83 stoppages • 226 overflows • 7 floodouts • 66 roach complaints • 127 misc • 759 others • 699 false alarms • A total of 2,007 service requests were responded to. TELEVISING ( Includes CCN for Condition Assessment ) A total 1,800,423 feet were televised. ROOT CONTROL 9.761 feet of sewer pipe were treated for roots. 158 saddle installed. PUMP STATIONS Total numbers of pump station —155 12 075 pump station inspections. 905 major equipment repairs/overhauls. 538 total call -outs for alarms and service requests. ANNEXATIONS 53 parcels annexed to the district. MARINA SEWER MAINTENANCE DISTRICT 0 sewer projects, reconstructed/rehabilitated 3 H3 02/06/2000 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM DIVISION REPORT (Org Nos. 494XXX) Period from 01/01/2007 thou 12/31/2007 SUMMARY FOR ALL YARDS LENGTH OF SEWER CLEANED (FT) TOTAL CONSOLIDATED HYDRO MARINA IRWINDALE Periodic Cleaning: $182,449 1,937,515 Internal Requested Cleaning 1,620,413 1,211,837 External Service Request Cleaning 150,600 133,019 Contact - Cleaning: 1,205,102 0 Total Hydro Cleaning: 5158,564 3,282,371 RODDER 0 1,205,102 Periodic Cleaning: 2,316,026 2,154,021 Requested Cleaning: 877,180 703,373 Service Request Cleaning. 127,346 117,864 Total Rodder Cleaning: 3,320,552 2,975,258 SIPHONS (EA) 0 0 Penodic Cleaning: 1,443 1,412 FLOW MEASUREMENT (EA) 320,969 598 Flow Measurements: 27 0 MANHOLES (EA) Other 759 Tested for Gas: 241,401 201,418 Inspected: 197,345 164,214 Adjusted 839 678 Rewoslrucled: 49 47 PEST CONTROL (EA) Manholes Dusted for Roaches 10,847 10,670 Manholes Baited for Rats: 81 81 Contract - Manholes Dusted 0 0 ROOT CONTROL 29 Feel Treated for Roots -(in-House) 9,761 9,761 Feel Treated for Rwts - (Contact) 0 0 CONSTRUCTION Saddles Installed (FA): 158 13 Sewer Point Repairs (EA): 0 0 TELEVISION 0 0 0 31 0 0 0 27 737 63 WEST 36,904 MARINA IRWINDALE HOLLYWOOD OTHER 48,259 3,700 60,838 132,137 14,079 800 23,071 370,626 7,565 0 2,757 7,259 0 0 0 1,205,102 69,903 4,500 86,666 1,715,124 350 9,550 10,413 141,692 1,100 0 350 172,357 1,362 0 0 6,920 2,812 9,550 10,763 320,969 0 0 0 31 0 0 0 27 737 63 2,279 36,904 408 0 1,754 30,969 1 0 0 160 0 0 0 2 0 0 0 177 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 144 0 0 0 0 Sewer Televised! (FT): 75,092 63,723 0 363 612 10,395 Lost Laterals (EA): 0 0 0 0 0 0 Contacted- Sewer Telewsed(FT) 1,205,102 0 0 0 0 1,205,102 (1,800,423) SERVICE REQUESTS (EA) Referrals: 60 57 0 0 0 3 False Alarms: 699 598 4 0 20 77 Other 759 575 16 0 18 150 Total Service Requests: 1,518 1,230 20 0 38 230 OVERFLOWS [EA) Overflows: 238 193 1 2 7 29 (226) H4 P:\smpub\GENERAL\Sewer Performance Reports\Crystal Reports\SPRODDIV v2-5-08.rpt Appendix Performance Measure Indicators SEWER MAINTENANCE DISTRICTS SEWER MAINTENANCE DIVISION PERFORMANCE MEASURES Performance Indicator 2007 2008 2009 Actual Estimated Projected Input Total number of Sewer Maintenance gravity sewer field personnel 120 Total number of pumping plant field personnel 40 Total number of scheduled manhole inspection (117,158MH x 2) 234,316 Workload/Output Total number of SSO responded to in 12 -month period 238 Total miles of sewer line maintained 5,247 Total number of pump stations maintained 155 Total number of manhole inspections completed 1973345 Total SSO> 1,000 gallons responded to 13 Total FOG related SSOs responded to 66 Total root related SSOs responded to 123 Total SSOs due to other causes (debris, vandalism, etc) 49 Total number of capacity related SSOs 0 Total number of SSOs due to pump station malfunction 6 Number of SSOs responded to within 2 -hours or less 211 Total number of stoppages not resulting in SSOs 91 Efficiency Number of SSOs per 100 miles of sewer line per year (1) 4.3 Number of SSOs that reached waters of the United States 141 Number of pump stations per electro -mechanic crew 4 Miles of sewer per gravity sewer maintenance personnel 43.7 Average response time per SSO 1.2 hours Average number of SSOs per pump station .038 Effectiveness/Outcome Percentage of SSOs> 1,000 gallons 5.5% Percentage of SSOs due to FOG 27.7% Percentage of SSOs due to roots 51.7% Percentage of SSOs due to other causes 20.6% Percentage of SSOs that reached waters of the United States 59.2% Percentage of SSOs with response time 2 -hours or less 88.7% Percentage of scheduled Manhole inspection completed 84.2% Objective for Year 2007 Establish baseline performance measures for the Sewer Maintenance Districts Explanatory Notes (1) Note: Not including SSOs from house laterals not related to mainline sewer problems and SSOs at Treatment Plants (12). Overflow Prevention/Collection System Maintenance cm 02/08/08 11 Appendix J Sanitary Sewer Overflow Location Maps Appendix K, Sanitary Sewer Overflow Data and Bar Charts APPENDIX K, SANITARY SEWER OVERFLOW DATA AND BAR CHARTS Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County JANUARY 2007 city No. ot Category I SSO No. ot Category 2 SSO No. ot Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 1 0 0 1 1 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 0 1 0 1 1 Commerce 1 0 0 1 1 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 1 0 0 1 1 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 1 0 0 1 1 La Puente 1 0 0 1 1 Lakewood 0 0 0 0 0 Lancaster 0 0 0 0 0 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Malibu 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 1 3 0 4 4 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 3 1 0 4 4 ReAR@444 0 0 0 0 0 Rolling Hills Estates 0 0 0 0 0 Rosemead 1 1 0 2 2 San Dimas 0 0 0 0 0 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 0 0 0 0 0 Westlake Village 1 0 0 1 1 Unincorp./LV Tapia 0 1 0 1 1 Unincorp. So./CSD 13 4 0 17 17 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 0 0 0 0 1 0 Trancas Zone 0 0 1 0 0 0 Malibu Mesa Zone 0 0 1 0 0 0 TOTALS 24 1 11 1 0 35 35 K1-1 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County FEBRUARY 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 0 1 0 1 1 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 0 0 0 0 0 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 1 0 0 1 1 La Habra Heights 0 0 0 0 0 La Mirada 0 1 0 1 1 La Puente 0 0 0 0 0 Lakewood 0 1 0 1 1 Lancaster 0 0 1 1 1 Lawndale 1 0 0 1 1 Lomita 0 0 0 0 0 Malibu 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 0 2 0 2 2 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 0 0 0 0 0 0 0 0 0 0 Rolling Hills Estates 0 0 0 0 0 Rosemead 0 0 0 0 0 San Dimas 0 0 0 0 0 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 1 1 0 2 2 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 3 2 0 5 5 Unincorp. NW./CSD 0 1 0 1 1 Unincorp. N.ICSD 0 0 0 0 0 Lake Hughes 0 0 0 1 0 1 0 Marina/Aneta 0 0 0 0 0 Trancl Zone 0 0 0 0 0 Malibu Mesa Zone 0 0 0 0 0 TOTALS 6 9 1 16 16 K1-2 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County MARCH 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 1 0 0 1 1 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 1 0 0 1 1 Commerce 1 0 0 1 1 Cudahy 0 0 0 0 0 Diamond Bar 2 0 0 2 2 Duarte 0 0 0 0 0 Glendora 1 1 2 0 3 3 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 0 0 2 2 2 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Mal bu 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 0 1 0 1 1 Paramount 1 0 0 1 1 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 0 1 0 1 1 RG#Rg444 0 0 0 0 0 Rolling Hills Estates 0 0 0 0 0 Rosemead 1 0 0 1 1 San Dimas 0 1 2 0 2 2 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 1 1 0 2 2 Walnut 0 0 0 0 0 West Hollywood 1 1 0 2 2 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 4 1 0 5 5 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 0 0 0 1 0 0 Trancas Zone 0 0 0 0 0 Malibu Mesa Zone 0 0 0 0 0 TOTALS 14 9 2 25 25 K1-3 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County APRIL 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 1 0 0 1 1 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 1 1 0 2 2 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 1 1 0 0 1 1 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 1 0 1 1 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintddge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 2 0 0 2 2 La Puente 0 0 0 0 0 Lakewood 0 2 0 2 2 Lancaster 0 0 0 0 0 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 0 0 0 0 0 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 1 0 0 1 1 Rolling Hills Estates 0 1 0 1 1 Rosemead 1 0 0 1 1 San Dimas 0 0 0 0 0 Santa Cladta 1 2 0 3 3 Santa Fe Springs 0 0 0 0 0 South EI P'onte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 0 0 0 0 0 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 2 1 3 0 5 5 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N.ICSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 1 0 0 1 1 Trancas Zone 0 0 0 0 0 Malibu Mesa Zone 0 00 1 0 0 TO ALS 11 10 0 1 21 21 K1-4 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County MAY 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 1 0 0 1 1 Bellflower 0 1 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 0 1 0 1 1 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 0 0 0 0 0 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 1 0 0 1 1 Industry 1 0 0 1 1 Irwindale 1 0 0 1 1 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 0 1 1 1 0 Lawndale 0 0 0 0 0 Lomita 1 0 0 1 1 Palmdale 1 1 2 2 0 Palos Verdes Estates 2 5 0 7 7 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 0 0 0 0 0 Rolling Hills Estates 0 0 0 0 0 Rosemead 0 0 0 0 0 San Dimas 0 1 0 1 1 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 0 0 0 0 0 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So,/CSD 4 1 0 5 5 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 0 0 0 0 0 Trantas Zone 0 0 0 0 0 Malibu Mesa Zone 0 0 0 0 0 TOTALS 12 10 1 3 22 19 [Hal Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County JUNE 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 1 0 0 1 1 Carson 0 0 0 0 0 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 0 1 1 0 1 1 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 1 0 0 1 1 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 0 1 1 1 0 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Palmdale 1 0 1 1 0 Palos Verdes Estates 0 3 0 3 3 Paramount 1 0 0 1 1 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 5 0 0 5 5 Rolling Hills Estates 0 2 0 2 2 Rosemead 0 0 0 0 0 San Dimas 0 0 0 0 0 Santa Cladta 0 0 0 0 0 Santa Fe Springs 1 0 0 1 1 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 0 0 0 0 0 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 2 1 0 3 3 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N.ICSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 0 0 0 0 0 Trances Zone 0 0 0 0 0 Malibu Mesa Zone 1 0 0 1 0 1 0 0 11 OTALS 1 12 8 1 2 1 20 1$ X961 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County JULY 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 1 0 0 1 1 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 2 0 0 2 2 Carson 0 0 0 0 0 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 1 1 0 0 1 1 Hawaiian Gardens 0 1 1 1 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 1 0 1 1 0 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 2 0 0 2 2 Paramount 0 0 0 0 0 Pico Rivera 1 0 0 1 1 Rancho Palos Verdes 0 0 0 0 0 Rolling Hills Estates 0 0 0 0 0 Rosemead 0 0 0 0 0 San Dimas 2 1 0 3 3 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 b 0 Walnut 0 0 0 0 0 West Hollywood 0 0 0 0 0 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. $o./CSD 5 4 0 9 9 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 0 0 0 0 0 Trancas Zone 0 0 0 0 0 Malibu Mesa Zone 0 00 1 0 0 IQALS 15 6 2 1 21 19 K1-7 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County AUGUST 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 1 1 0 2 2 Bell Gardens 0 0 0 0 0 Bellflower 1 0 0 1 1 Bradbury 0 0 0 0 0 Calabasas 0 1 0 1 1 Carson 0 0 0 0 0 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 1 0 0 1 1 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 1 0 1 1 Lakewood 0 0 0 0 0 Lancaster 1 0 1 1 0 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 1 0 0 1 1 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 0 0 0 0 0 Rolling Hills Estates 0 0 0 0 0 Rosemead 0 0 0 0 0 San Dimas 0 1 0 1 1 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Holywood 1 0 0 1 1 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 4 1 0 5 5 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 0 0 0 0 0 Trancas Zone 0 0 0 0 0 Malibu Mesa Zone 0 0 0 0 0 TOTALS 11 4 1 15 14 K1-8 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County SEPTEMBER 2007 City No. ot Category 1 SSO No. ot Category 2 SSO No. ot Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 1 0 1 1 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 1 0 0 1 1 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 0 0 0 0 0 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 1 0 0 1 1 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 0 0 0 0 0 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 2 3 0 5 5 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 1 0 0 1 1 Rolling Hills Estates 0 0 0 0 0 Rosemead 0 0 0 0 0 San Dimas 1 0 0 1 1 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 0 2 0 2 2 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 1 5 0 6 6 Unincorp. NW./CSD 0 1 0 1 1 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Manna/Aneta 0 0 0 0 0 Trancas Zone 1 0 1 0 1 0 0 0 Malibu Mesa Zone 1 0 0 0 0 0 OTALS I 7 12 0 19 19 K1-9 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County OCTOBER 2007 City No.otCategoryl SSO No.otCategory 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 1 1 0 2 2 Carson 0 0 0 0 0 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 0 0 0 0 0 Glendora 0 1 0 0 0 0 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 1 0 0 1 1 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 0 1 0 1 1 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Palmdale 0 0 0 0 0 Palos Verdes Estates 0 1 0 1 1 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 1 0 0 1 1 Rolling Hills Estates 0 0 0 0 0 Rosemead 0 0 0 0 0 San Dimas 0 0 0 0 0 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 1 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 1 0 1 1 Walnut 0 0 0 0 0 West Hollywood 1 1 0 2 2 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So.ICSD 3 3 0 6 6 Unincorp. NW.ICSD 0 0 0 0 0 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Madna/Aneta 0 0 0 0 0 Trancas Zone 0 0 0 0 0 Malibu Mesa Zone 0 0 0 0 0 OTALS 1 7 8 0 15 15 K1-10 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County NOVEMBER 2007 City No.otCategoryl SSO No.otCategory 2 SSO No. ot Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 2 0 0 2 2 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 1 0 0 1 1 Duarte 0 0 0 0 0 Glendora 1 1 0 0 1 1 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 0 0 0 0 0 Lawndale 0 0 0 0 0 Lomita 2 0 0 2 2 Palmdale 0 0 0 0 0 Palos Verdes Estates 1 0 0 1 1 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 0 0 0 0 0 Rolling Hills Estates 0 0 0 0 0 Rosemead 0 0 0 0 0 San Dimas 2 0 0 2 2 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 0 0 0 0 0 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 1 2 0 3 3 Unincorp. NW./CSD 0 0 0 0 0 Unincorp. N.ICSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 1 0 0 1 1 Trantas Zone 1 0 0 1 1 Malibu Mesa Zone 1 0 0 0 1 0 0 TOTALS 1 12 1 2 0 1 14 14 K1-11 Monthly Sanitary Sewer Overflow Report For The Sewer Maintenance Districts of Los Angeles County DECEMBER 2007 City No. of Category 1 SSO No. of Category 2 SSO No. of Private Latral SSO Reported by City Total SSO Total Reported toState Agoura Hills 0 0 0 0 0 Artesia 0 0 0 0 0 Baldwin Park 0 0 0 0 0 Bell Gardens 0 0 0 0 0 Bellflower 0 0 0 0 0 Bradbury 0 0 0 0 0 Calabasas 0 0 0 0 0 Carson 0 0 0 0 0 Commerce 0 0 0 0 0 Cudahy 0 0 0 0 0 Diamond Bar 0 0 0 0 0 Duarte 1 0 0 1 1 Glendora 1 1 3 0 4 4 Hawaiian Gardens 0 0 0 0 0 Hidden Hills 0 0 0 0 0 Industry 0 0 0 0 0 Irwindale 0 0 0 0 0 La Canada Flintridge 0 0 0 0 0 La Habra Heights 0 0 0 0 0 La Mirada 0 0 0 0 0 La Puente 0 0 0 0 0 Lakewood 0 0 0 0 0 Lancaster 0 0 0 0 0 Lawndale 0 0 0 0 0 Lomita 0 0 0 0 0 Palmdale 0 1 0 1 1 Palos Verdes Estates 0 0 0 0 0 Paramount 0 0 0 0 0 Pico Rivera 0 0 0 0 0 Rancho Palos Verdes 1 0 0 1 1 Rolling Hills Estates 0 1 0 1 1 Rosemead 0 0 0 0 0 San Dimas 0 0 0 0 0 Santa Clarita 0 0 0 0 0 Santa Fe Springs 0 0 0 0 0 South EI Monte 0 0 0 0 0 Temple City 0 0 0 0 0 Walnut 0 0 0 0 0 West Hollywood 0 0 0 0 0 Westlake Village 0 0 0 0 0 Unincorp./LV Tapia 0 0 0 0 0 Unincorp. So./CSD 2 3 1 6 6 Unincorp. NW./CSD 1 0 0 1 1 Unincorp. N./CSD 0 0 0 0 0 Lake Hughes 0 0 0 0 0 Marina/Aneta 0 0 0 0 0 Trantas Zone 0 0 0 0 0 Malibu Mesa Zone 1 0 0 0 0 0 TOTALS 1 6 1 8 1 15 15 lrkgmvA 1` 0 M m� 0 30 0-0 d� Q (Uo L T Q O N 3 d 3 ��o ` Y f6 CO C R K1-13 0 m a t O M d i O 3� N O 6J O O O r• O co O m >w O Q O o i � N d 3 m 3 Y c6 m Q) Y m cm V! K1-14 N N O 6J O O O r• O O O O M O N N O � � M � O � O N � N M � N N tO h N � � O r LL7 � M N � � (+J r• � O (+J (7 V � V� � M� N (O'J co U O s oa oa oa o. �' Q w g w U ii Od N t6 t c � y N c c C c d C a m to to 3: COn Iw 1- 12i K1-14 Mo L ca 0 M M 0 0 Nt 0 LO 0 LO K1-15 to CD U') CD LO Q LO V (0 co N N SMOIPOAO 10 aagwnN VA `m a 0 V Le: m E E 2 m m L A 3 0 A� `W 0 O O N 9 V rl N N r CD N O 0C)0 C) C) C)N SMO I:P OAO I ejO I D O J m L tf O Z u m K1-17 2007 Overflows K1-18 �0 . ..- K1-18 Appendix K2 Sanitary Sewer Overflow Graphs APPENDIX K2 SANITARY SEWER OVERFLOW GRAPHS II LO O I O LO O LO O !I iii i I I I O LO O LO O LO O LO O ,I 1 I I I O LO O LO O LO O LO O ,I 1 I O LO O LO O LO O LO O jagwaoad jagwanoN jagolo0 jagwaldag lsn6ny U) (lnp o a� O aunt 1 !ew lady goaeW luenigaj l�enue� K2-1 U) O LO O LO O N N SMOI}aanO O Z U O m `L 2 1 a L Q J _ d � C CO s N � v � N Q U m `L 2 1 a Q U i (0 2 s o r z O m `L 2 1 a Q U i (0 2 U7 LL 2vba I,(vzc? MINE 5 Illi■f' MEN MINE MEN�i IIIIIIEN 1111110 I,(vzc? Appendix L Collection Systems by Treatment Plant/Region APPENDIX L COLLECTION SYSTEMS BY TREATMENT PLANT/REGION Ll t \ \ k \ w �( 00 col 00 OD 00 00 U:� cy� U) § � 0 / § IL ) » / _ U. o� a §§ \ \Ni cn ® ■ - m = & f to k co k)) � ) A @ 7 ) m:==w £2§` & ] ! - m M \) 3 0)3) M M 0) -00 «\}0)om / 7 ! k)§))/§)§ k ® n = ° �a&=2927® g,, \ \ \ >kq«5«£«=° ) rz \k7\¥/f\\ :>!o/!: ±§d eeeee«g!�«3; -C ® N§\ J3«a=»=m/ kE)e)°fa$ ( ! ! 0 Cco 28/0'nrQ)a 22\ \]\//]/)]z/§]/// Ll L2 s Sanitation Districts of Los Angeles County FIGURE 1 KERN COUNTY LOS ANGELES COUNTY LANCASTER WRP VALENCIA WRP I scv PALMDALE WRP 10 WRP il LA CANADA WRP NARROWSWHITTIER .. 118� rSAN JOSE CREEKW.. 16 .. �t { 405 fr`" l� .��� 57�: ,10 palo.,em E„o,.. JOINT WATER — POLLUTION CONTROL PLANT 0 ORANGE COUNTY \ POMONA WRP LOS COYOTES WRP LONG BEACH WRP L3 Appendix M Statewide General Waste Discharge Requirements Applications and Permits APPENDIX M STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS APPLICATIONS AND PERMITS DONALD L. WOLFE, Dlrutor October 16, 2006 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS TO Enrich Lives Through Effective and Caring Service" 900 SOUTH FREMONT AVENUE ALHAMBRA, CALIFORNIA 91803-1331 Telephom:(626) 458-5100 e m.ladplvorg ADDRESS ALL CORRESPONDENCE TO: P.O. BOX [460 ALHAMBRA, CALIFORNIA 91802-1460 State Water Board Accounting Office P.O. Box 1888 Sacramento, CA 95812-1888 Attention SSO Fees Dear Sir or Madam: IN REPLY PLEASE REFER TO FILE: W-9 APPLICATION FOR WASTE DISCHARGE REQUIREMENTS COVERAGE/ LEGAL REPRESENTATIVE FOR THE SEWER MAINTENANCE DISTRICTS OF LOS ANGELES COUNTY Enclosed are eight completed applications for coverage under the Statewide General Waste Discharge Requirements (WDR) for collection systems owned by the County of Los Angeles and operated by the Sewer Maintenance Districts of Los Angeles County. The applications are accompanied with the appropriate annual fee for each of the eight systems. The total amount enclosed is $10,780. We have also enclosed a map showing the locations of the County of Los Angeles Collection Sewer Systems and a listing of the systems. Please note that the Lake Hughes System (WDID Number 4SS010459) is within Regional Water Quality Control Board Region 6. The WDID Number should, therefore, be revised to reflect so. Additionally, by this letter, Mr. Keith Lehto is being designated as the legal responsible official for the Sewer Maintenance Districts for matters relating to the WDR by this Department. M1 State Water Board Accounting Office October 16, 2006 Page 2 If you have any questions or require additional information, please contact Mr. Nicholas Agbobu at (626) 300-3382. Very truly yours, DONALD L. WOLFE Director of Public Works �EL DE `ZEAL Assistant Deputy Director Waterworks and Sewer Maintenance Division NA:dh SM789E Enc. M2 October 5, 2006 TO: Dennis Denby Fiscal Division Aft nt' n Heman de�shi 1Z ,� L-, FROM: anuel del Real Waterworks and Sewer Maintenance Division ANNUAL FEES FOR THE TRANCAS ZONE OF THE CONSOLIDATED SEWER MAINTENANCE DISTRICT REQUEST FOR WARRANT Please prepare a warrant in the amount of $872 made payable to the State Water Resources Control Board (SWRCB) as the annual Waste Discharge Requirements (WDR) permit fee for the above sanitary sewer system. You may charge this to PCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300. On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR for the collection sewer systems in the State. Under the new regulations, owners and operators of collection sewer systems are required to apply for coverage and to pay an annual fee to the SWRCB. The amount of the fee for each system is based on the population served as shown on the payment schedule on the attached application. Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to be picked up. EC:dh An nu a1FeesForSP/ RCB7 Attach. M3 I. Notic C It. Aaenk I State Water Resources Contra Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS (WATER QUALITY ORDER NO, 2006 — 0093 — DWQ) One Rem 1. [x] New Permittee 2. of Information WDID Keflh Lehto B. Agency g y Los Angeles County Department of Public Works C. Title Principal Engineer D. Mailing Address E. Address (Line 2) 900 S. Fremont Avenue F. City Alhambra CA G. Zip 91803 H. County Los Angeles I. Penns 626 3003904 J. FAX 626 300-3365 K. EmaN Address klehto@latlpw.org L Sanitary Sewer System Trances Zone of the CSMD M. Regional Wager Quality Cortril Board Region 4 N. Agency Type (check one) 1. [ ] City 2. [x] County 3. [ ] State 4. [ ] Federal 5. (] Special District 6. [ ] Government Combination Q. Population of Community Served (check one) fxl Less than 50,000 [ ] Greater than or equal to 50,000 111. Bllllna Information A. Agency Los Angeles County Department of Public Works B. Contact Person C. Tice Keith Lehto Principal Engineer D. MaWng Address 900 S. Fremont Avenue E E. amass Line 2 ( ) F. City Alhambra state CA G Zip 91803 H. Courrty Los Angeles 1. Phone J. FAX K. Email Address 626 3003304 626 300.3365 klehto@ladpw.org The annual fee, which is required by the California Water Code (section 13260), is based on the daily population served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the instructions on completing this NOI for a detailed explanation of the fee structure. L. Total Fee (check one) [x] Population served < 50,000 — total fee submitted is $ 872.00 [ J Population served i 50,000 — total fee submflte.: is $ 4,676.00 A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOI to the following address: State Water Board Accounting Office P O Box 1888 Attn: SSO Fees Sacramento, CA 95812-1888 SWRCB Tax ID is: 68.0281986 1/2 SSO NOl TEST R8 M4 i October 5, 2006 TO: Dennis Denby Fiscal Division AAtt nti nZemmn((t es_ FROM: 'Manuel del Reat' Waterworks and Sewer Maintenance Division ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREA CONSOLIDATED SEWER MAINTENANCE DISTRICT LAS VIRGENES TAPIA AREA REQUEST FOR WARRANT Please prepare a warrant in the amount of $872 made payable to the State Water Resources Control Board (SWRCB) as the annual Waste Discharge Requirements (WDR) permit fee for the above sanitary sewer system. You may charge this to PCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300. On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR for the collection sewer systems in the State. Under the new regulations, owners and operators of collection sewer systems are required to apply for coverage and to pay an annual fee to the SWRCB. The amount of the fee for each system is based on the population served as shown on the payment schedule on the attached application. Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to be picked up. EC:dh Annua1FeesFor8W RC8 Attach. M5 R. Enclosure 1 State Water Resources Control Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS (WATER QUALITY ORDER NO.2008 — 0000 - DWG) Mark Only One Rem 1. [x] New Permitlee 2. of Information WDID A. Legally Responsible Official Keith Lehto 8. Agency Los Angeles County Department of Public Works C. Tdie Principal Engineer D. Mailing Address E. Address (Line 2) 900 S. Fremont Avenue F. City Alhambra State CA G. Zip 91803 H. CountyLos Angeles I. Phone J. FAX K. Emag Address 626 300-3304 626 300-3365 klehto@ladlyw.org L. Satan Savor Syata M. Regional Water Quality Control Bosh Urlincomorated Co. Area - CSMDI Las Yrgerm Tapia Region 4 N. Agency Type (check one) 1. [ ] City 2. [x] County 3. [ ] State 4. [ ] Federal 5. [ ] Special District 6. [ ] Government Combination o. Population of Community Served (check one) fxl Less than 50,000 [ ] Greater than or equal to 50,000 Keith Lehto I Principal Engineer , 900 S. Fremont Avenue Alhambra I ---CA I - 91803 I - --- Los Angeles , r r r_ a r _r ..., . =6 The annual fee, Mich is required by the California Water Code (section 13260), is based on the daily population served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the instructions on completing this NOI for a detailed explanation of the fee structure. L. Total Fee (check one) [x] Population served < 50,000 — total fee submitted is $ 872.00 [ ] Population served a 509000 — total fee submitted is $ 49676.00 A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOI to the following address: State Water Board Accounting Office P O Box 1888 Attn: SSO Fees Sacramento, CA 95812-1888 SWRCB Tax ID Is: 68-0281986 112 SSO NOI TEST R8 AM October 5, 2006 TO: Dennis Denby Fiscal Division f A�tt n#, He t d� ;hi J"'FROM:'Mannuu/el delARea y Waterworks and Sewer Maintenance Division ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREA CONSOLIDATED SEWER MAINTENANCE DISTRICT SOUTH COUNTY SANITATION DISTRICTS REQUEST FOR WARRANT Please prepare a warrant in the amount of $4,676 made payable to the State Water Resources Control Board (SWRCB) as the annual Waste Discharge Requirements (WDR) permit fee for the above sanitary sewer system. You may charge this to PCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300. On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR for the collection sewer systems in the State. Under the new regulations, owners and operators of collection sewer systems are required to apply for coverage and to pay an annual fee to the SWRCB. The amount of the fee for each system is based on the population served as shown on the payment schedule on the attached application. Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to be picked up. EC:dh AnnualFeesForSWRCB2 Attach. IL Q7 State water Resources Control Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENT'S FOR SANITARY SEWER SYSTEMS (WATER QUALITY ORDER NO. 2006 — 0003 — DWQ) Mark Only One Rom 1. [x] New Permittee 2. [ ] Change of Information WDID #:_ - A. Legally Responsible Official Keith Lento S. Agency C. Title Los Angeles County Department of Public Works Principal Engineer D. Mailing Address 900 S. Fremont Avenue E. Address (Line 2) F. City State G. Zip H. Alhambra A 91803 Los Angeles I. PhDM J. FAX K. Emelt Address - 626 30x3304 628 3ooa365 aetto@ladpw.org L ;a-r-ollay Sews inn K1. Regional Water Quarry Control Board Uninporated Co. Area CSMD/ So./Co. Sanitation Dist Unincorporated Region 4 N. Agency Type (check one) 1. [ ] City 2. fx1 County 3. [ ] State 4. 1 ] Federal 5. [ ] Special District 6. [ ] Government Combination o: Population of Community Served (check one) [ ] Less than 50,000 [x] Greater than or equal to 50,000 Los Angeles County Department of Public Works Keith Lento Principal Engineer 900 S. Fremont Avenue E. Address (Line 2) - - • AlhambraI -----CA — - 91803 - --- Los Angeles I. Phone J. FAX K. Email Address 626 300-3304 626 300.3365 ldehto®ladpw-wg The annual fee, which is required by the California Water Code (section 13260), is based on the daily population served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the instructions on completing this NOI for a detailed explanation of the fee structure. L. Total Fee (check one) [ ] Population served < 50,000 — total fee submitted is $ 872.00 [x] Population served 2 50,000 — total fee submitted is $ 40676.00 A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOI to the following address: State Water Board Accounting Office P O Box 1888 Attn: SSO Fees Sacramento, CA 95812-1 8B8 SWRCB Tax ID is: 68-0281986 1/2 SSO NOI TEST RS October 5, 2006 TO: Dennis Denby Fiscal Division Att�nHe an deti FROM: Manuel del Real Waterworks and Sewer Maintenance Division ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREA CONSOLIDATED SEWER MAINTENANCE DISTRICT NORTHWEST COUNTY SANITATION DISTRICTS REQUEST FOR WARRANT Please prepare a warrant in the amount of $872 made payable to the State Water Resources Control Board (SWRCB) as the annual Waste Discharge Requirements (WDR) permit fee for the above sanitary sewer system. You may charge this to PCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300. On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR for the collection sewer systems in the State. Under the new regulations, owners and operators of collection sewer systems are required to apply for coverage and to pay an annual fee to the SWRCB. The amount of the fee for each system is based on the population served as shown on the payment schedule on the attached application. Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to be picked up. EC:dh AnnualFeasForSW RCB3 Attach. M9 `L�.67FITX State Water Resources Control Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS (WATER QUALITY ORDER NO, 20M — OOOS — DWQ) Mark Only One hem 1. [x] New Permittee 2. ( ] Change of Information WDID A. Legally Responsible Official Keith Lehto B. Agency C. Title Los Angeles County Departmentof Public Works Principal Engineer 0. Mailing Address 900 S. Fremont Avenue E. Address (Line 2) F. CityState G. Zip H. County Alhambra CA 91803 Los Angeles 1. Phone J. FAX K. Email Adbess 626 3003304 626 300.3365 kln:htoQladpw.org L Sandary Sewer System M. Regional Water OuaXly Control Board Unincorporated Co. Area - CSMD NW Co. nit Co. Region 4 N. Agency Type (check one) 1. [ ] City 2. NJ County 3. [ ] State 4. [ ] Federal 5. [ ] Special District S. [ ] Government Combination o. Population of Community Served (check one) fxl Less than 50,000 [ J Greater than or equal to 50,000 Los Angeles County Department of Public Works Keith Lehto T55 -u Principal Engineer Alhambra I --CA ' 91803 I Los Angeles The annual fee, which is required by the California Water Code (section 13260), is based on the daily population served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the instructions on completing this NOI for a detailed explanation of the fee structure. L. Total Fee (check one) jx] Population served < 50,000 —total fee submitted is $ 872.00 [ ] Population served a 507000 —total fee submitted is $ 41676.00 A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOI to the following address: State Water Board Accounting Office P O Box 1888 Attn: SSO Fees Sacramento, CA 95812-1888 SWRCB Tax ID is: 68.0281986 1/2 SSO NOI TEST R8 111TAW October 5, 2006 TO: Dennis Denby Fiscal Division 7anuel �iop Hetnapt�t.JdgShi FROM: de R (~ , L� Waterworks and Sewer Maintenance Division ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREA CONSOLIDATED SEWER MAINTENANCE DISTRICT NORTH COUNTY SANITATION DISTRICTS REQUEST FOR WARRANT Please prepare a warrant in the amount of $872 made payable to the State Water Resources Control Board (SWRCB) as the annual Waste Discharge Requirements (WDR) permit fee for the above sanitary sewer system. You may charge this to PCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300. On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR for the collection sewer systems in the State. Under the new regulations, owners and operators of collection sewer systems are required to apply for coverage and to pay an annual fee to the SWRCB. The amount of the fee for each system is based on the population served as shown on the payment schedule on the attached application. Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to be picked up. EC:dh AnnuaffeesForSW RCS4 UATt"MI M11 Enclosure 1 State Water Resources Control Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS (WATER QUALITY ORDER NO, 2D08 - 0009 - DWQ) I. Notice of Intent NOI Status Mark Only One Rem 1. [x] New Permittee 2. [ ] Change of Information WDID fl: II. Agency Information A. Legally Responsible Official served < 50,000 — total fee Keith Lehto is $ 872.00 B. Agency Los Angeles County Deparhnent of Public Works served 2 50,000 — total fee C. Title Principal Engineer D. Mailing Address 900 S. Fremont Avenue E. Address (Line 2) F. City G. Zip H. Courcy Alhambra CA A 1 91803 Los Angeles I. Phone J. FAX K. Email Address 626 300-3304 626 300-3365 b O ehto�ladpw. rg L cw'JMry Sae iy'wrr M. Regional Water Quality Contrail Board Unincorporated Co. Area- CSMD Nod Co. Sanitation Districts Region 6 N. Agency Type (check one) 1. [ ] City 2. [x] County 3. [ ] State 4. [ ] Federal 5. [ ] Special District 6. [ ] Government Combination n Population of Community Served (check one) [x] Less than 50,000 [ ] Greater than or equal to 50,800 Los Angeles County Department of Public Works Keith Lehto 900 S. Fremont Avenue Principal Engineer Alhambra I CA I 91803 I --- Los Angeles r IN rr . ttttttttttttttttt[rYlh?r:rSck?:b� The annual fee, which is required by the California Water Code (section 13260), is based on the daily population served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the instructions on completing this NOI for a detailed explanation of the fee structure. L. Total Fee (check one) J Population served < 50,000 — total fee submitted is $ 872.00 [ ] Population served 2 50,000 — total fee submitted is $ 41676.00 A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOI to the following address: State Water Board Accounting Office P O Box 1888 Attn: SSO Fees Sacramento, CA 95812-1888 SWRCB Tax ID is: 68.0281986 1/2 SSO NOI TEST R8 October 5, 2006 TO: Dennis Denby Fiscal Division AttFnfioyr H�e7man 2!shi FROM: Manuel del Re Waterworks and Sewer Maintenance Division ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREA LAKE HUGHES ZONE OF CONSOLIDATED SEWER MAINTENANCE DISTRICT REQUEST FOR WARRANT Please prepare a warrant in the amount of $872 made payable to the State Water Resources Control Board (SWRCB) as the annual Waste Discharge Requirements (WDR) permit fee for the above sanitary sewer system. You may charge this to PCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300, On May 21 2006, the SWRCB adopted, for the first time, State-wide General WDR for the collection sewer systems in the State. Under the new regulations, owners and operators of collection sewer systems are required to apply for coverage and to pay an annual fee to the SWRCB. The amount of the fee for each system is based on the population served as shown on the payment schedule on the attached application. Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to be picked up. EC:dh AnnualFeesForSW RC85 FWtlMII M13 II. In. Enclosure 1 Stats Water Resources Control Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS (WATER QUALITY ORDER NO, 2006 – 0003 – DWQ) Mark Only One ftem 1. [x] New Permittee 2. [ ] Change of information W DID �— A. Legaliy Responsible Official Keith Lehto B. Agency C. True Los Angeles County Department of Public Works Principal Engineer D. Mailing Address E. Address (Line 2) 900 S. Fremont Avenue F. City State G. Zip H. County Alhambra CA 81803 Los s 1. Phone J. FAX K. Emd Address 626 3003304 626 300-3365 Mehto®ladpw.org L Satiny Sawa `Nysten I M. Regional Water Oualty Control Board Unincorporated Co. Area - Lake Hughes Zone of CSMD I Region 6 N. Agency Type (check one) 1. [ ] City 2. &] County 3. [ ] State 4. [ ] Federal 5. [ ] Special District 6. [ ] Government Combination n Population of Community Served (check one) [x] Less than 50,000 [ I Greater than or equal to 50,000 Los Angeles County Department of Public Works Keith Lehto - Principal Engineer 900 S. Fremont Avenue E. Address 0-Ine 2) - Alhambra - CA 91803 --- Los Angeles 1. Phare J. FAX K. Email Address 626 WO -33U 626 3003365 klehto@ladpw.org The annual fee, which is required by the California Water Code (section 13260), is based on the daily population served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the instructions on completing this NOI for a detailed explanation of the fee structure. L. Total Fee (check one) jx ] Population served < 50,000 –total fee submitted is $ 872.00 [ ] Population served a 50,000 – total fee submitted is $ 41676.00 A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOI to the following address: State Water Board Accounting Office P O Box 1888 Attn: SSO Fees Sacramento, CA 95812-1888 SWRCB Tax ID is: 68.0281986 1/2 SSO NOI TEST R8 M14 Agbobu, Nicholas e From: Lehto, Keith Sent: Monday, November 13, 2006 1:25 PM To: Agbobu, Nicholas Subject: FW: NOI Receipt Confirmation FYI -----Original Message ----- From: CIWQS CIWQS [mailto:CIWQS@waterboards.ca.gov] Sent: Friday, November 03, 2006 4:56 PM To: CIWQS@waterboards.ca.gov Subject: NOI Receipt Confirmation Thank you for submitting your agency's Notice of Intent to apply for coverage under the Statewide General Waste Discharge Requirements for Sanitary Sewer Systems, WQO No. 2006- 0003 (Sanitary Sewer Order). The State Water Resources Control Board has processed your Notice of Intent and this email message is confirmation of your agency's enrollment for coverage under the Sanitary Sewer Order. You, as the Legally Responsible Official, will receive your California Integrated Water Quality System (CIWQS) user ID and password, via email message, to access the online SSG database according to the schedule below: Regional Water Quality Control Board User ID/password receipt date Regions 4,8,9 December 1, 2006 Regions 1,2,3 March 30, 2007 Regions 5,6,7 August 1, 2007 Access to the SSO database will allow you to complete the collection system questionnaire and submit SSO reports for your agency as required by the Sanitary Sewer Order. The Sanitary Sewer Order requires you to complete the collection system questionnaire within 30 calendar days of receiving your CIWQS user ID and password. Additionally, the Sanitary Sewer Order requires you to begin submitting SSO reports according to the following schedule: Regional Water Quality Control Board Date begin reporting all SSOs Regions 4,8,9 January 2, 2007 Regions 1,2,3 May 2, 2007 Regions 5,6,7 September 2, 2007 Training on the use of the SSG database and requirements of the Sanitary Sewer Order will be offered by California Water Environment Association (CWEA) through a partnership with the State Water Resources Control Board outlined in a memorandum of agreement signed by both organizations. The training course roll out will be by region and correspond to the SSO reporting compliance schedule above. For training course availability, please visit CWEA's web site at http://www.cwea.org/et—ssowdr.shtml. If you have any questions regarding the contents of this email, please contact the CIWQS Help Center at 866-792-4977. CIWQS Help Center State Water Resources Control Board Office of Information Technology 866-79-CIWQS (24977) Submit a Question: http://www.waterboards.ca.gov/ciwgs/ciwgs_tracking.html CIWQS Website: http://www.waterboards.ca.gov/ciwgs How are we doing?: http://www.calepa.ca.gov/Customer/CSForm.asp M15 WILLIAM T FUJIOKA Chief Executive Officer May 6, 2008 County of Los Angeles CHIEF EXECUTIVE OFFICE 713 KENNETH HAHN HALL OF ADMINISTRATION LOS ANGELES, CALIFORNIA 90012 (213)974-1101 http://ceo.lacounty.gov ADOPTED BOARD OF SUPERVISORF CCUNTv Or 1 p, 68 MAY 0 6 2008 The Honorable Board of Supe County of Los Angeles EXECUTIVE OFF 383 Kenneth Hahn Hall of Administration 500 West Temple Street Los Angeles, CA 90012 Dear Supervisors: Board of Supervisors GLORIA MOLINA First District YVONNE B. BURKE Second District ZEV YARCSLAVSKY Third District DON KNABE Fourth District MICHAEL D. ANTONOVICH Fifth District DEPARTMENT OF PUBLIC WORKS: SEWER SYSTEM MANAGEMENT PLAN FOR THE CONSOLIDATED AND MARINA SEWER MAINTENANCE DISTRICTS (ALL SUPERVISORIAL DISTRICTS) (3 VOTES) SUBJECT This action is to approve the Sewer System Management Plan for the County of Los Angeles Sewer Maintenance Districts as required by the State Water Resources Control Board. IT IS RECOMMENDED THAT YOUR BOARD: 1. Find that this action is exempt from the California Environmental Quality Act. 2. Approve the Sewer System Management Plan for the Consolidated and Marina Sewer Maintenance Districts. PURPOSE/JUSTIFICATION OF RECOMMENDED ACTION The purpose of the recommended actions is to obtain your Board's approval attached Sewer System Management Plan (SSMP) for the Consolidated Maintenance District (CSMD) and Marina Sewer Maintenance District (Marina collectively referred to as (Districts). If Enrich Lives Through Effective And Caring Service of the Sewer SMD) The Honorable Board of Supervisors May 6, 2008 Page 2 Pursuant to the State Water!Oesources ontrdl Board Order No. 2006-0003, the Districts are required to present an SSMP to the'Districts' governing board for approval by May 2, 2009. Implementation of Strategic Plan Goals The Countywide Strategic Plap::directs that we provide_ Service Excellence (Goal 1), Fiscal Responsibility (Goal 4) and, Publict'..rSafety (Goal 8) by developing and implementing an SSMP to ensure thaf`the bisfricts' Collection Sewer System is properly managed, operated, and maintained to reduce sanitary sewer overflows and protecting public health and safety. FISCAL IMPACT/FINANCING There will be no impact to the County General Fund. There are sufficient funds in the CSMD (Funds GA9 and J14) and the Marina SMD (Fund GC6) Fiscal Year 2007-08 Budget to finance the development and implementation of the SSMP. FACTS AND PROVISIONS/LEGAL REQUIREMENTS On May 2, 2006, the State Water Resources Control Board adopted the Statewide General Waste Discharge Requirements and Monitoring and Reporting Program (WDRs) by issuing Order No. 2006-0003. The regulations were born out of a growing concern about the water quality impacts of sanitary sewer overflows, particularly those that cause beach closures or pose serious health and safety or nuisance problems. The WDRs require all owners and operators of publicly owned collection sewer systems to develop and present an SSMP to their governing body for approval. The Department of Public Works (Public Works), as the operator of the sewer systems within the Districts, is required to prepare an SSMP for the Districts. County -owned sewer systems in the unincorporated County will be covered by the Districts' SSMP. Cities within the CSMf', as owners of their respective sewer system, are required under the WDRs to prepare and submit their own SSMP to their respective City Council for approval. The cities will utilize or reference the Districts' SSMP in the development of their own document. The SSMP is a summary of the Districts' management and operational practices to ensure that the sewer systems are properly maintained to prevent or significantly reduce the occurrence of Sanitary Sewer Overflows (SSO). It consists of the following key elements: 1) Goal, a description of the Districts' SSMP goals; 2) Organization, a description of the Districts' organizational structure; 3) Legal Authority, a description of the Districts' legal rights, including codes and ordinances, to enforce the requirements of the WDRs; 4) Operation and Maintenance Program, which outlines the Districts' The Honorable Board of Supervisors May 6, 2008 Page 3 maintenance schedule and methodology to ensure proper management and maintenance of the sewer facilities; 5) Design and Performance Provisions, which describe methods by which the Districts ensure that new and rehabilitated sewer facilities are properly designed and installed; 6) Overflow Emergency Response Plan, which describes how the Districts respond to, report, and document SSO events within the Districts; 7) Fat, Oils, and Grease Control Program, which describes how the Districts prevent or minimize the discharge of fats, oils, and grease into the sewer lines, which is known to contribute to SSO; 8) System Evaluation and Capacity Assurance Plan, which describes how the Districts ensure that the sewer systems maintain adequate capacity for new and existing developments; 9) Monitoring, Measurement, and Program Modifications, which details the Districts' plan to continually monitor and assess the performance of each element of the SSMP in achieving the goals and objectives of the SSMP and updating them as necessary; 10) SSMP Program Audit and Certification, which describes the Districts' plan to periodically assess the effectiveness of the SSMP based mainly on the plan's ability in reducing SSO; and 11) Communication Program, which summarizes the Districts' plans to ensure that all stakeholders are aware of the Districts' SSMP. The Districts' SSMP consists of 12 Chapters, with the first 11 Chapters closely aligned with the elements of the SSMP discussed above. Chapter 12 presents a matrix delineating the roles that the CSMD and the cities will play in meeting the different WDRs' milestones and timelines that are dependent on the population served by each entity. Based on the population that we serve, the Districts' SSMP must be completed by May 2, 2009. Public Works' goal is to complete the Districts' SSMP approximately one year in advance and have an approved SSMP available to all cities in the CSMD as a model in preparing their SSMP. The draft SSMP was distributed to other local sewer agencies within the County, including the 40 cities in the CSMD, for their review and comments. Public Works anticipates that the cities will adopt this SSMP, to the extent applicable, for their sewers maintained by the Districts. The final document, upon approval by your Board, will be distributed to the CSMD cities. The implementation of the attached SSMP by the Districts will reduce sanitary sewer overflows throughout the County. ENVIRONMENTAL DOCUMENTATION The approval of the SSMP by your Board is exempt from the California Environmental Quality Act, pursuant to California Code Regulations, Title 14, Section 15301 because it applies to existing sanitary sewer collection systems, and its implementation will result in the repair or replacement of existing systems involving negligible or no expansion of capacity consistent with Sections 15301 and 15302. The Honorable Board of Supervisors May 6, 2008 Page 4 IMPACT ON CURRENT SERVICES (OR PROJECTS) The approval of the SSMP by your Board will be in compliance with the WDRs. The recommended actions will have no negative impact on current County services or projects. CONCLUSION Please return two adopted copies of this letter to the Department of Public Works, Sewer Maintenance Division. Respectfully submitted, \P WILLIAM T FUJIOKA Chief Executive Officer WTF:DDE MdR:sb Attachment c: County Counsel 050608 PW—#21 (Sewer System).00c DAVID E. JANSSEN Chief Executive Officer July 17, 2007 County of Los Angeles CHIEF EXECUTIVE OFFICE 713 KENNETH HAHN HALL OF ADMINISTRATION LOS ANGELES, CALIFORNIA 90012 (213) 974-1101 hflp://ceo.facounty.gov REVISED ADOPTED BOARD OF 9.0E`RV S i #37 JUL 17 ZW The Honorable Board of Supervisors County of Los Angeles 383 Kenneth Hahn Hall of Administra In �A'CHI A. ' 4 500 West Temple Street EXEWTIVE Los Angeles, CA 90012 Dear Supervisors: Board of Supervisors GLORIA MOUNA First District YVONNE B. BURKE Second District ZEV YAROSLAVSKY Third District DON KNABE Fourth District MICHAEL D. ANTONOVICH Fifth District DEPARTMENT OF PUBLIC WORKS: SEWER SYSTEM MANAGEMENT PLAN DEVELOPMENT SCHEDULE FOR THE CONSOLIDATED AND MARINA SEWER MAINTENANCE DISTRICTS ALL SUPERVISORIAL DISTRICTS 3 VOTES IT IS RECOMMENDED THAT YOUR BOARD: 1., Approve the schedule for the development of a Sewer System Management Plan for the Consolidated and the Marina Sewer Maintenance Districts. PURPOSE/JUSTIFICATION OF RECOMMENDED ACTION The purpose of this action is to comply with the requirements to obtain your Board's approval of the Sewer System Management Plan (SSMP) development schedule (attached) by August 2, 2007, as stipulated by the State Water Resources Control Board. Pursuant to the State Water Resources Control Board Order No. 2006-0003, the Consolidated and the Marina Sewer Maintenance Districts (Districts) are required to present an SSMP development schedule to the Districts' governing board for approval. 071707 PW —Sewer System rdprrt Plan.do0 "To Enrich Lives Through Effective And Carina Servire" The Honorable Board of Supervisors July 17, 2007 Page 2 Implementation of Strategic Plan Goals The Countywide Strategic Plan directs that we provide Service Excellence (Goal 1) by developing and implementing an effective SSMP that will reduce sanitary sewer overflows thus protecting people's health and the environment. FISCAL IMPACT/FINANCING There will be no impact to the County's General Fund. Consolidated Sewer Maintenance District (Fund Maintenance District (Fund GC6) Fiscal Year 2007-08 development. FACTS AND PROVISIONS/LEGAL REQUIREMENTS There are sufficient funds in the GA9) and the Marina Sewer budget to finance the schedule On May 2, 2006, the State Water Resources Control Board adopted the Statewide General Waste Discharge Requirements and Monitoring and Reporting Program (WDR) by issuing Order No. 2006-0003. The regulations were born out of a growing concern about the water quality impacts of sanitary sewer overflows, particularly those that cause beach closures or pose serious health and safety or nuisance problems. The WDR requires owners and operators of publicly owned collection sewer systems to have their governing body approve a schedule to develop the SSMP. Therefore, as the governing body of the Districts, we request that your Board approve the attached schedule. ENVIRONMENTAL DOCUMENTATION In accordance with Section 15378 (b)(5) of the California Environmental Quality Act (CEQA) Guidelines, approval of the recommended action does not constitute a "project$$ and, hence, is not subject to the requirements of the CEQA. IMPACT ON CURRENT SERVICES (OR PROJECTS) The approval of the SSMP development schedule by your Board will be in compliance with the WDR, The recommended action will have no negative impact on current County services or projects. 071707 RY — Sewar Syslem Mgm Plan.am. The Honorable Board of Supervisors July 17, 2007 Page 3 CONCLUSION Please return two adopted copies of this letter and the SSMP development schedule to the Department of Public Works, Sewer Maintenance Division. Respectfully submitted, (:Dao DAVID E. JANS, Chief Executive DEJ:DLW MdR:sb Attachment c: County Counsel Department of Public Works (Watershed Management) 071]D]PW—S mr SYMOM MOM Ml Ao Sewer System Management Plan Status Report Required Task Description of Activities to Achieve Desired Goals Completion Completion Date Date Develop SSMP Plan and Prepare the SSMP development plan schedule 081022007 07/17/2007 Schedule Goals Define the goals of the SSMP 11/022007 1012&20(17 1) Identify tie administrative and maintenance positions for implementations 11/022007 1027/2007 measures in the SSMP program, including lines of authority by organrza0on Organization Structure chart. 2) Identity the chain of communication for reporting SSOs, from receipt of a complaint or other information, to RWOCB, SWRCB, County Health Dept, Stale Office of Emergency Services DES etc. Identity all legal authorities possessed by the Districts to: 111022008 1022/2007 a) Prevent illegal connection to the sewer system; b) Require That sewers and connections be properly designed and constructed; Legal Authority c) Ensure access for maintenance, inspection, a repairs of mainline sewers; d) Limit the discharge of fats, dl, and grease (FOG) and other dehns that may cause blockages, and e Enface my violation of Its sewer admances. Identify procedures in place or to be implemented and the person in the organization 11/022008 05/0812008 responsible la the following: a) Providing adequate opembon and maintenance of facilities and equipment b) Maintaining an up -Io -dale map of the sewer system; c) Maintaining relevant records to establish and prioritize appropriate SSMP Operation and activities and show trerals in SSO; Maintenance Program d) Providing preventative activities and hacking work orders; e) Identifying and prioritizing system deficiencies and implementing shad and long term rehabilitation actions; B Providing training to staff and monitoring contractors activities; g) Providing equipment and replacement part inventories; h) Establishing and implementing public education and outreach program that promotes properdis al of FOG. Develop a affirm the existence of an overflow response plan that includes The foliowtrg: 11/022008 05/08(2008 a) Proper and trusty notification procedures of SSOs to primary responders; Overflow Emergency b) Procedure to ensure fimety response and containment of SSOs; Response Plan c) Procedures To ensure prompt ratification of SSOs to appropriate auNaities; d) Procedures to ensure that staff and contractors are aware of and follow the Man and are appropriately trained. e Industry accepted response time for different cat ones of emergencies. Develop new or identify, existing FOG control Program that includes: 11/022008 05/08/2008 a) Legal authority to prohibit discharges to system and measures to prevent SSOs mused by FOG; Fats, Oil, and Grease b) Identify sections of the sewef systems subject to grease blockages and Control establish cleaning maintenance schedule for each section; and c) Source control measures for all sources of FOG discharge to the sewer system. Identify procedures for the following: 05/022009 05/0812008 Design and Performance a) Ensuring that sewer systems are property designed and constructed through Provision establishment of design and construction standards for the systems. b) Ensuring proper inspection and testing for the installation, rehabilitation, a repairs of sewer projeLt Develop or affirm the i dsler m of a Capital Improvement Plan (CIP) that includes the 051022009 05/011120011 following: a) Steps to evaluate portions of the sewer system which are experiencing or contributing to SSOs caused by hydraulic deficiencies. System Evaluation and b) Short and long term CIP to address identified hydraulic deficiencies including Capacity Assurance Plan prioritization, aftemative analysis, and schedule. The CIP may include increases in pipe size, plastic firing of severs, infithztionfinflow reduction, and upgrading of pumping systems for redundancy, reliability, and emergency storage. Develop or identify existing system to do the following: 05/022009 05/0812008 Monitoring, Measurement a) Monitor the implementation and where appropriate, masons the and Program Modification effectiveness of each element of the SSMP; and b) Update program elements as appropriate, based on mnnitairg or rfamance evaluations. SSMP Program Audits Develop an internal SSMP periodic audit system that focuses on evaluating to 051022D09 05/0812008 effectiveness and deficiencies of the SSMP and steps to coned them. Develop a identify effective meas of communicating with the public and stakeholders 05/022009 05/0812008 Communication Program on the development, implementation, and performance of the SSMP. The communication system shall be open to public and stakeholders input in the development and implementation of the SSMP. Compiete First Draft Draft SSMP and circulate to stakeholders for review and comments. 05/0812008 Prepare SSMP incorporating comments where appropriate, hmn stakeholders and 05/022009 05/0812108 Complete Final SSMP submit to Administration for approval, and to the SWRCB and RWOCB as required and disbibute to stakeholders. Appendix N WDR Application and Permits California Integrated Water Quality System (CIWQS 4.5.2) - Build Number: 04.08.2009.... Page I of I wyy A Menu I Help Log out Navigate to: You are logged -in as: kpulskamp. It this account does not belong to you, please log out. SSO -Sewer System Management Plan (SSMP) ?I SSO Menu Regional Water Board: Region 4 -Los Angeles Agency: City of Santa Cladta Sanitary Sewer System: Santa Cladla City CS Schedule I -Goal 11 - Organization III - Legal Authority IV -Operation & Maintenance Program V - Design & Performance Provisions VI -Overflow Emergency Response Plan VII - FOG Control Program VIII - System Evaluation & Capacity Assurance Plan --Ca- r;,r,3 If "-IV ., Certification Date 08262007 MM (Dale Formal: MM/DDf/YYY)+M 11/022007 (Dale Formal MM/DDf/YYY) 11ro2200] (Dale Formal: MM/DDA`YYY) 10282008 (Dale Formal: MM/DD/YYYY) 0 510 620 0 8 ® (Dale Formal: MM/DD/YYYY) Formal:01262009 ® (Dale Foal: MM/DD/YYYY) OSro62008 rm ® (Dale Foal: MM/DD/YYYY) 05!062008 ® (Dale Formal: MM/DD/YYYY) ®(Dale Formal: MWDD/YYYY) IX -Monitoring. Measurement. and Program Modifications (Date Formal: MM/DD/YYYY) X - SSMP Program Audits (Dale Formal: MM/DDNYYY) XI -Communication Program 5/06/2006nM (Date Formal: MM7DDIYYYY) le SSMP Implementation O® (Date Formal: MM/DD/YYYY) by: CHI'Ty Historic with ""' are required to be answered before CERTIFY. ©2008 State of California. Conditions of Use Privacy Panic;v Appendix O Title 15 Municipal Code Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Pagel of 8 `TOC J < Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Sections: 15.20.010 Definitions Applicable to Division 2. 15.20.015 Act. 15.20.020 Cesspool. 15.20.040 Chimney. 15 20 050 City Engineer. 15.20.060 Dairywastes. 15.20.065 Director. 15.20.070 Domestic Sewage. 15.20.080 Effluent. 15.20.090 Septic Tank Effluent. 15.20.095 EPA. 15.20.100 Frontage. 15.20.110 House Lateral. 15.20.115 Indirect Discharge. 15.20.120 Industrial Building. 15.20.130 Industrial Connection Sewer. 15.20.135 Industrial User. 15.20.140 Industrial Waste. 15.20.150 Industrial Waste Treatment Facility. 15.20.160 Inspector. 15.20.170 Interceptor. 15.20.175 Interference. 15.20.177 National Categorical Pretreatment Standard. 15.20.180 Licensed Contractor. 15.20.190 Lot. 15.20.200 Main -line Sewer. 15.20.204 New Source. 15.20.205 NPDES Permit. 15.20.206 Off-site Disposal. 15.20.208 On-site Disposal. 15.20.209 Pass Through. 15.20.210 Permittee. 15.20.220 Pollution of Underground or Surface Waters. 15.20.222 Pollution of Underground or Surface Waters. 15.20.224 Publicly Owned Treatment Works. 15.20.226 Pretreatment. 15.20.230 Public Sewer. 15.20.240 Radioactive Material. 15.20.250 Rainwater Diversion System. 15.20.260 Saddle. 15.20.270 Seepage Pit. 15.20.280 Septic Tank. 15.20.290 Sewage. Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 2 of 8 15.20.010 Definitions Applicable to Division 2. The definitions in this chapter shall govern the construction of this Division 2 of Title 15, and any permits issued thereunder unless otherwise apparent from the context. (Ord. 90-18, 7/24/90) 15.20.015 Act. "Act" means the Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 U.S.C. 1251, et seq. (Ord. 90-18, 7/24/90) 15.20.020 Cesspool. "Cesspool" means and is a lined excavation in the ground which receives the discharge of a drainage system, or part thereof, so designed as to retain the organic matter and solids discharging therein, but permitting the liquids to seep through the bottom and sides, and constructed pursuant to the provisions of the Plumbing Code. (Ord. 90-18, 7/24/90) 15.20.040 Chimney. "Chimney" means a vertical Section of a sewer pipe extending either from a vertical tee set 90 degrees to the main line or from a long radius one-quarter bend set vertically at the curb of property line, and in either case suitably reinforced with concrete. (Ord. 90-18, 7/24/90) 15.20.050 City Engineer. "Engineer means the City Engineer or authorized deputy, agent, representative or inspector. (Ord. 90-18, 7/24/90) 15.20.060 Dairywastes. "Dairywastes" mean the waste liquids incident to operation of a dairy, including wash water from the milking barn, milk house, bottle washing equipment, and similar devices. (Ord. 90-18, 7/24/90) 15.20.065 Director. 'Director" means the Director of Public Works of the City or authorized deputy, agent, representative or inspector. (Ord. 90-18, 7/24/90) 15.20.070 Domestic Sewage. "Domestic sewage" means the waterborne wastes derived from ordinary living processes, and of such character as to permit satisfactory disposal, without special treatment, into the public sewer or by means of a private sewage disposal system. 15.20.295 Sewer Disposal. 15.20.300 Sewage Pumping Plant. 15.20.310 STEP System. 15.20.312 Standard Industrial Classification. 15.20.320 Tapping. 15.20.330 T. 15.20.332 Trunk Sewer. 15.20.335 Uncontrolled Discharge. 15.20.340 Waste Disposal Facility. 15.20.350 Water Pollution Control Plant. 15.20.360 Y. 15.20.010 Definitions Applicable to Division 2. The definitions in this chapter shall govern the construction of this Division 2 of Title 15, and any permits issued thereunder unless otherwise apparent from the context. (Ord. 90-18, 7/24/90) 15.20.015 Act. "Act" means the Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 U.S.C. 1251, et seq. (Ord. 90-18, 7/24/90) 15.20.020 Cesspool. "Cesspool" means and is a lined excavation in the ground which receives the discharge of a drainage system, or part thereof, so designed as to retain the organic matter and solids discharging therein, but permitting the liquids to seep through the bottom and sides, and constructed pursuant to the provisions of the Plumbing Code. (Ord. 90-18, 7/24/90) 15.20.040 Chimney. "Chimney" means a vertical Section of a sewer pipe extending either from a vertical tee set 90 degrees to the main line or from a long radius one-quarter bend set vertically at the curb of property line, and in either case suitably reinforced with concrete. (Ord. 90-18, 7/24/90) 15.20.050 City Engineer. "Engineer means the City Engineer or authorized deputy, agent, representative or inspector. (Ord. 90-18, 7/24/90) 15.20.060 Dairywastes. "Dairywastes" mean the waste liquids incident to operation of a dairy, including wash water from the milking barn, milk house, bottle washing equipment, and similar devices. (Ord. 90-18, 7/24/90) 15.20.065 Director. 'Director" means the Director of Public Works of the City or authorized deputy, agent, representative or inspector. (Ord. 90-18, 7/24/90) 15.20.070 Domestic Sewage. "Domestic sewage" means the waterborne wastes derived from ordinary living processes, and of such character as to permit satisfactory disposal, without special treatment, into the public sewer or by means of a private sewage disposal system. Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 3 of 8 (Ord. 90-18, 7/24/90) 15.20.080 Effluent. "Effluent" means the liquid flowing out of any treatment plant or facility constructed and operated for the partial or complete treatment of sewage or industrial waste. (Ord. 90-18, 7/24/90) 15.20.090 Septic Tank Effluent. "Septic tank effluent" is effluent from private septic tanks and shall be considered, for the purposes of this chapter involving the discharge of septic tank effluent to a Septic Tank Effluent Pumping pressure sewer system (STEP), the same as industrial waste. Whenever this chapter refers to industrial waste, the reference shall include septic tank effluent. (Ord. 90-18, 7/24/90) 15.20.095 EPA. "EPA" means the United States Environmental Protection Agency. (Ord. 90-18, 7/24/90) 15.20.100 Frontage. "Frontage" means the length or width in feet applied to a lot based on the benefit received from the abutting sewer, as determined by the City Engineer. (Ord. 90-18, 7/24/90) 15.20.110 House Lateral. "House lateral" means that part of the sewer piping within the street or right-of-way which extends from the property or sewer right-of-way line to a connection with the main -line sewer. (Ord. 90-18, 7/24/90) 15.20.115 Indirect Discharge. "Indirect discharge" or "discharge' into a sewer means the introduction of pollutants into a POTW from any non-domestic source regulated under Section 307 (b), (c) or (d) of the Act. (Ord. 90-18, 7/24/90) 15.20.120 Industrial Building. "Industrial building" means any building, structure or works which is, or which is designed to be used for the manufacture, processing or distribution of materials, equipment, supplies, food or commodities of any description; or which is used or designed to be used as a school, sanitarium, hospital, penal institution or charitable institution, together with all appurtenances thereto and the surrounding premises under the same ownership or control. (Ord. 90-18, 7/24/90) 15.20.130 Industrial Connection Sewer. "Industrial connection sewer" means that part of the sewer piping within the street or right-of-way which extends from the property or sewer right-of-way line to a connection with the main -line sewer through which is discharged industrial waste. (Ord. 90-18, 7/24/90) 15.20.135 Industrial User. "Industrial user" or "user' means a source of indirect discharge. (Ord. 90-18, 7/24/90) 15.20.140 Industrial Waste. Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 4 of 8 "Industrial waste" means any and all waste substances, liquid or solid, except domestic sewage, and includes among other things radioactive wastes and explosive, noxious or toxic gas when present in the sewage system. (Ord. 90-18, 7/24/90) 15.20.150 Industrial Waste Treatment Facility. `Industrial waste treatment facility' means any works or device for the treatment, storage or control of industrial waste within a site prior to disposal. (Ord. 90-18, 7/24/90) 15.20.160 Inspector. "Inspector" means the authorized inspector, deputy, agent or representative of the City Engineer. (Ord. 90-18, 7/24/90) 15.20.170 Interceptor. "Interceptor" means and is a device designed and installed so as to separate and retain deleterious, hazardous or undesirable matter from wastes. (Ord. 90-18, 7/24/90) 15.20.17 5 Interference. "Interference" means a discharge which, alone or in conjunction with a discharge or discharges from other sources: A. inhibits or disrupts the POTW, its treatment processes or operations, or its sludge processes, use or disposal; and B. is therefore a cause of a violation of any requirement of the POTW's NPDES permit (including an increase in the magnitude or duration of a violation) or of the prevention of sewage sludge use or disposal in compliance with the following statutory provisions and regulations or permits issued thereunder (or more stringent state or local regulations): Section 405 of the Clean Water Act, the Solid Waste Disposal Act (SWDA) including Title ll, more commonly referred to as the Resource Conservation and Recovery Act (RCRA), and including state regulations contained in any sludge management plan prepared pursuant to Subtitle D of the SWDA), the Clean Air Act, and the Marine Protection, Research and Sanctuaries Act. (Ord. 90- 189 7/24/90) 15.20.177 National Categorical Pretreatment Standard. "National Categorical Pretreatment Standard", "NCPS", "National Pretreatment Standard", 'Pretreatment Standard", or "Standard" means any regulation containing pollutant discharge limits promulgated by the EPA in accordance with Section 307(b) and (c) of the Act which applies to industrial users. This term includes prohibitive discharge limits established pursuant to Section 403.5 of Title 40 of the Code of Federal Regulations. (Ord. 90-18, 7/24/90) 15.20.180 Licensed Contractor. "Licensed contractor" means a contractor having a valid license issued pursuant to Chapter 9, Division 3, of the Business and Professions Code, state of California, which license includes the activities listed on the permit applied for. (Ord. 90-18, 7/24/90) 15.20.190 Lot. "Lot" means any piece or parcel of land bounded, defined or shown upon a map or Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 5 of 8 deed recorded or filed in the office of the county recorder of Los Angeles County; provided, however, that in the event any building or structure covers more area than a lot as defined above, the term "lot" shall include all such pieces or parcels of land upon which said building or structure is wholly or partly located together with the yards, courts and other unoccupied spaces legally required for the building or structure. (Ord. 90-18, 7/24/90) 15.20.200 Main -line Sewer. "Main -line sewer" means any public sewer in a dedicated right-of-way in which changes in alignment and grade occur only at manholes, or where angle points or curves between manholes have been approved by the city engineer. Such sewers are generally eight inches or more in diameter. (Ord. 90-18, 7/24/90) 15.20.204 New Source. "New source" means any building, structure, facility, or installation from which there is or may be a discharge of pollutants, the construction of which commenced after the publication of proposed pretreatment standards under Section 307 (c) of the Act applicable to such source. (Ord. 90-18, 7/24/90) 15.20.205 NPDES Permit. "NPDES permit" means a National Pollution Discharge Elimination System permit issued pursuant to Section 402 of the Act. (Ord. 90-18, 7/24/90) 15.20.206 Off-site Disposal. "Off-site disposal" means the disposal or removal of industrial wastes or other materials regulated by this Division to a site other than the premises where the wastes were generated whether or not such site is under the control of the industrial waste permittee. (Ord. 90-18, 7/24/90) 15.20.208 On-site Disposal. "On-site disposal" means the management, treatment, control or disposal, other than to the public sewer system, of industrial wastes or other materials within the premises named in an industrial waste disposal permit whether or not the wastes were generated at the permitted site or by the permittee. (Ord. 90-18, 7/24/90) 15.20.209 Pass Through. "Pass through" means a discharge which exits the POTW into the waters of the United States in quantities or concentrations which, alone or in conjunction with a discharge or discharges from other sources, is a cause of a violation of any requirement of the POTW's NPDES permit (including an increase in the magnitude or duration of a violation). (Ord. 90-18, 7/24/90) 15.20.210 Permittee. "Permittee" means the person to whom a permit has been issued pursuant to the provisions of this Division 2 of Title 15. (Ord. 90-18, 7/24/90) 15.20.220 Pollution of Underground or Surface Waters. "Pollution of underground or surface waters" means affecting such waters in a manner which, if allowed to continue, would render them unfit for human or animal use, or toxic to vegetation to an extent adversely affecting plant growth or curtailing crop yield. (Ord. 90-18, 7/24/90) Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 6 of 8 15.20.222 Pollution of Underground or Surface Waters. "Pollution of underground or surface waters" means affecting the chemical, physical, biological and radiological integrity of such waters by man-made or man - induced activities. (Ord. 90-18, 7/24/90) 15.20.224 Publicly Owned Treatment Works. "Publicly Owned Treatment Works" or "POTW" means a treatment works as defined by Section 212 of the Act, which is owned by a state or municipality (as defined by Section 502 (4) of the Act). This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal sewage or industrial wastes of a liquid nature. It also includes sewers, pipes and other conveyances only if they convey wastewater to a POTW treatment plant. For the purpose of this Division, POTW shall also include any sewers that convey wastewaters to the POTW from outside the municipality by contract. (Ord. 90-18, 7/24/90) 15.20.226 Pretreatment. 'Pretreatment' or "treatment' means the reduction of the amount of pollutants, the elimination of pollutants, or the alteration of the nature of pollutant properties in wastewater to a less harmful state prior to or in lieu of discharging or otherwise introducing such pollutants into a POTW or other disposal facility. The reduction or alteration can be obtained by physical, chemical or biological processes or process changes by use of an industrial waste treatment facility or other means, except as prohibited by 40 CFR Section 403.6(d). (Ord. 90-18, 7/24/90) 15.20.230 Public Sewer. "Public sewer" means a main -line sanitary sewer, dedicated to public use. (Ord. 90-18, 7/24/90) 15.20.240 Radioactive Material. 'Radioactive material' is defined to be any material composed of or containing chemical elements which spontaneously change their atomic structure by the emission of alpha or beta particles or gamma rays or any other particles or rays or forms of energy. (Ord. 90-18, 7/24/90) 15.20.250 Rainwater Diversion System. "Rainwater diversion system" means any device designated to prevent the entry of stormwaters into the public sewer system or other waste disposal or treatment systems, and to redirect storm flows to appropriate areas. (Ord. 90-18, 7/24/90) 15.20.260 Saddle. A. "Y saddle" means a short pipe -fitting with a shoulder at one end to allow the application of the fitting to a hole tapped in the main -line sewer such that the short pipe shall form a 45 -degree angle from the main -line sewer pipe. B. "T saddle" means a short pipe -fitting with a shoulder at one end to allow the application of the fitting to a hole tapped in the main -line sewer such that the short pipe shall form a 90 -degree angle from the main -line sewer pipe. (Ord. 90-18, 7/24/90) 15.20.270 Seepage Pit. Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 7 of 8 "Seepage pit" means a lined -excavation in the ground which receives the discharge of a septic tank, so designed as to permit the effluent from the septic tank to seep through its bottom and sides. (Ord. 90-18, 7/24/90) 15.20.280 Septic Tank. "Septic tank" means a watertight receptacle which receives the discharge from a sewerage system, designed and constructed so as to retain solids, digest organic matter through a period of detention, and allow the liquids to discharge either into the soil outside of the tank through a drainfield system or one or more seepage pits, or into a STEP system. (Ord. 90-18, 7/24/90) 15.20.290 Sewage. "Sewage" means any waterborne or liquid wastes, including domestic sewage and industrial waste, but does not include or mean stormwater, groundwater, roof or yard drainage. (Ord. 90-18, 7/24/90.) 15.20.295 Sewer Disposal. "Sewer disposal" means the disposal of industrial wastes or other materials into the public sewer system by means of a direct connection to the public sewer system from the premises named in an industrial waste disposal permit. (Ord. 90-18, 7/24/90) 15.20.300 Sewage Pumping Plant. "Sewage pumping plant" means any works or device used to raise sewage from a lower to a higher level or to overcome friction in a pipeline. (Ord. 90-18, 7/24/90) 15.20.310 STEP System. "STEP system" means a Septic Tank Effluent Pumping system which is a public sewer system, operating under pressure and especially designed to receive effluent from private septic tanks. (Ord. 90-18, 7/24/90) 15.20.312 Standard Industrial Classification. "Standard Industrial Classification" or "SIC" means a classification pursuant to the Standard Industrial Classification Manual issued by the Executive Office of the President, Office of Management and Budget, 1972, as amended. (Ord. 90-18, 7/24/90) 15.20.320 Tapping. "Tapping" means the forming of a T or Y branch connection to a main -line sewer by installing a T or Y saddle after the sewer is in place. (Ord. 90-18, 7/24/90) 15.20.330 T. "T" means a fitting for a branch on which the spur joins the barrel of the pipe at an angle of approximately 90 degrees. (Ord. 90-18, 7/24/90) 15.20.332 Trunk Sewer. 'Trunk sewer' means a sewer under the jurisdiction of a public entity other than the City of Santa Clarita. (Ord. 90-18, 7/24/90) 15.20.335 Uncontrolled Discharge. "Uncontrolled discharge" means any discharge, intentional or accidental, occurring in such a manner that the discharger is unable to determine or regulate the quantity, quality or effects of the discharge. (Ord. 90-18, 7/24/90) Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE 15.20.340 Waste Disposal Facility. "Waste disposal facility" means any dump, solid waste disposal site, transfer station, sanitary landfill, land reclamation project, incinerator (except household incinerators and wood refuse to be burned in a suitable furnace), or other similar site or facility which is used or intended to be used for the acceptance for transfer, salvage or disposal of rubbish, garbage or industrial waste, whether liquid or solid. (Ord. 90-18, 7/24/90) 15.20.350 Water Pollution Control Plant. "Water pollution control plant" means any works or device for treating sewage except any industrial waste treatment facility, and except any private sewage disposal system covered by the Plumbing Code. (Ord. 90-18, 7/24/90) 15.20.360 Y. "Y" means a fitting for a branch on which the spur joins the barrel of the pipe at an angle of approximately 45 degrees. (Ord. 90-18, 7/24/90) TOC r <�l> This page of the Santa Clarita Municipal Code is current through Code Publishing Company Ordinance 09-2, passed February 10, 2009. Voice: (206) 527-6831 Disclaimer: The City Clerk's Office has the official version of the Santa Clanta Fax: (206) 527-8411 Municipal Code. Users should contact the City Clerk's Office for ordinances Email: CPC@codepublishing.com passed subsequent to the ordinance cited above. City Website: http://santa-clarita.com/ Chapter 15.24 GENERAL PROVISIONS Page] of 5 TOC I —> 15.24.010 Title for Citation. The ordinance codified in Division 2 of this Title 15 shall be known as the "sanitary sewer and industrial waste ordinance," and may be cited as such. (Ord. 90-18, 7/24/90) 15.24.020 Applicability of Division 2 Provisions. The provisions of this Division 2 shall apply to the discharge, deposit or disposal of all wastes, including any material which may cause pollution of underground or surface waters, in, upon or affecting the city, and the design, construction, alteration, use and maintenance of public sewers and house laterals, industrial connection sewers, water pollution control plants, sewage pumping plants, industrial liquid -waste pretreatment plants, dairy screen -chambers, sand and grease interceptors, and appurtenances the issuance of permits and the collection of fees therefore, and fees to pay the cost of checking plans, inspecting the construction and making record plans of the facilities permitted hereunder, and providing penalties for violation of any of the provisions of this Division 2. (Ord. 90-18, 7/24/90) 15.24.025 References to Additions and Amendments. Whenever reference is made to any portion of the ordinance codified in this Division 2, such reference applies to all amendments and additions thereto now or hereafter made. (Ord. 90-18, 7/24/90) Chapter 15.24 GENERAL PROVISIONS Sections: 15.24.010 Title for Citation. 15 24.020 Applicability of Division 2 Provisions. 15.24.025 References to Additions and Amendments. 15.24.030 Time Limits—Extension Permitted When. 15.24.040 Water Pollution Control Facilities—Standards. 15.24.050 Maintenance of Facilities—Applicability of Provisions. 15.24.060 Maintenance of Sewers and Laterals. 15.24.070 Inspection to Ascertain Compliance—Access Required. 15,24.080 Enforcement—City Engineer Powers. 15.24.090 Identification for Inspectors and Maintenance Personnel. 15.24.110 Notice Service Procedures. 15.24.120 Obstructing Access to Facilities Prohibited. 15.24.130 Interference With Inspectors Prohibited When. 15.24.140 Violation—Penalty. 15.24.150 Continued Violations. 15.24.155 Injunctive Relief. 15.24.160 Severability. 15.24.170 Discharges to STEP Sewer Systems. 15.24.175 Notification of Uncontrolled Discharges Required. 15.24.180 Confidential Information—Public Access. 15.24.010 Title for Citation. The ordinance codified in Division 2 of this Title 15 shall be known as the "sanitary sewer and industrial waste ordinance," and may be cited as such. (Ord. 90-18, 7/24/90) 15.24.020 Applicability of Division 2 Provisions. The provisions of this Division 2 shall apply to the discharge, deposit or disposal of all wastes, including any material which may cause pollution of underground or surface waters, in, upon or affecting the city, and the design, construction, alteration, use and maintenance of public sewers and house laterals, industrial connection sewers, water pollution control plants, sewage pumping plants, industrial liquid -waste pretreatment plants, dairy screen -chambers, sand and grease interceptors, and appurtenances the issuance of permits and the collection of fees therefore, and fees to pay the cost of checking plans, inspecting the construction and making record plans of the facilities permitted hereunder, and providing penalties for violation of any of the provisions of this Division 2. (Ord. 90-18, 7/24/90) 15.24.025 References to Additions and Amendments. Whenever reference is made to any portion of the ordinance codified in this Division 2, such reference applies to all amendments and additions thereto now or hereafter made. (Ord. 90-18, 7/24/90) Chapter 15.24 GENERAL PROVISIONS Page 2 of 5 15.24.030 Time Limits—Extension Permitted When. Any time limit provided for in the provisions of this Division 2 may be extended by mutual written consent of both the officer or department concerned and the permittee or applicant, or other person affected. (Ord. 90-18, 7/24/90) 15.24.040 Water Pollution Control Facilities—Standards. Water pollution control plants and facilities shall be designed so as to produce an effect which will not pollute underground or surface waters, create a nuisance, or menace the public peace, health or safety. The engineer shall consult with the State Regional Water Quality Control Board, health officers and officials of industrial and public agencies, and from time to time promulgate standards which may vary according to location, topography, physical conditions, and other pertinent factors. (Ord. 90-18, 7/24/90) 15.24.050 Maintenance of Facilities—Applicability of Provisions. A. The requirements contained in Division 2 of this Title 15 covering the maintenance of water pollution control plants, sewage pumping plants, industrial waste pretreatment plants, dairy screen -chambers, waste disposal facility interceptors, or other appurtenances, shall apply to all such facilities now existing or hereafter constructed. All such facilities shall be maintained by the owners thereof in a safe and sanitary condition, and all devices or safeguards which are required by this Division 2 for the operation of such facilities shall be maintained in good working order. B. This Section shall not be construed as permitting the removal or nonmaintenance of any devices or safeguards on existing facilities unless authorized in writing by the City Engineer. (Ord. 90-18, 7/24/90) 15.24.060 Maintenance of Sewers and Laterals. The property owner is responsible, technically and otherwise, for his or her sewer lateral connection. The City shall have no responsibility to maintain or repair any lateral connection and assumes no such responsibility by any Act or omission. All house laterals, industrial connection sewers, septic tank outlet connections to STEP system, and appurtenances thereto existing as of the adoption of this ordinance, or thereafter constructed, shall be maintained by the owner of the property served in a safe and sanitary condition, and all devices or safeguards which are required by this Division 2 for the operation thereof shall be maintained in good working order. For septic tanks connected to a STEP system, the limits of maintenance responsibility are: a) the septic tank and its outlet pipe up to the point of connection to the STEP pumping unit wet well shall be maintained by the owner of the property served, b) the STEP pumping unit, wet well, pumped discharge piping and mainlines shall be maintained by the public agency established for that purpose; and c) the costs of the electrical power for the STEP pump shall be paid by the owner of the property served. (Ord. 90-18, 7/24/90) 15.24.070 Inspection to Ascertain Compliance—Access Required. Acceptance of permit conditions. A. The Director may inspect, as often as he deems necessary, every main -line sewer, sewage pumping plant, water pollution control plant, industrial waste pretreatment plant or facility, industrial sewer connection, interceptor, dairy screenchamber, neutralization basin, waste disposal facility, or other similar Chapter 15.24 GENERAL PROVISIONS Page 3 of 5 appurtenances to ascertain whether such facilities are maintained and operated in accordance with the provisions of this Division 2. All persons shall permit and provide the Director with access to all such facilities at reasonable times. B. An applicant, by accepting a permit issued pursuant to this Division 2 does thereby consent and agree to entry upon the premises described in the permit by the Director at all reasonable times for the purpose of: 1. Inspection, sampling, flow measurement or examination of records; 2. Placing on the premises devices for monitoring, flow measurement or metering; 3. Inspection and copying any records, reports, test results or other information required to carry out the provisions of this Division 2; and 4. Photographing any waste, waste container, vehicle, waste treatment process, discharge location, or violation discovered during an inspection. (Ord. 90- 18, 7/24/90) 15.24.080 Enforcement—City Engineer Powers. The City Engineer, or designee, shall enforce all the provisions of this Division 2, and for such purpose shall have the powers necessary for such enforcement. (Ord. 90-18, 7/24/90; Ord. 08-15 § 1, 10/28/08) 15.24.090 Identification for Inspectors and Maintenance Personnel. The City Engineer shall provide means of identification of inspectors and sewer maintenance men which shall identify them as such. Inspectors and sewer maintenance men shall identify themselves upon request, when entering upon the work of any contractor or property owner for any inspection or work required by this Division 2. (Ord. 90-18, 7/24/90) 15.24.110 Notice Service Procedures. Unless otherwise provided in this Division 2, any notice required to be given by the engineer under this division shall be in writing, and served in the manner provided in the Code of Civil Procedure for the service of process, or by registered or certified mail. If served by mail, the notice shall be sent to the last address known to the City Engineer. Where the address is unknown, service may be made as above provided upon the owner of record of the property. (Ord. 90-18, 7/24/90) 15.24.120 Obstructing Access to Facilities Prohibited. No object, whether a permanent structure, or a temporary structure, or any object which is difficult of removal, shall be located on a sewer easement or placed in such a position as to interfere with the ready and easy access to any facility described in Section 15.24.070. Any such obstruction, upon request of the City Engineer, shall be immediately removed by the violator at no expense to the City, and shall not be replaced. (Ord. 90-18, 7/24/90) 15.24.130 Interference With Inspectors Prohibited When. No person shall, during reasonable hours, refuse, resist or attempt to resist the entrance of the engineer into any building, factory, plant, yard, field or other place or portions thereof in the performance of his duty within the power conferred upon him by law or by Division 2 of this Title 15. (Ord. 90-18, 7/24/90) 15.24.140 Violation—Penalty. Every person violating any provision of this Division 2 or any condition or limitation Chapter 15.24 GENERAL PROVISIONS Page 4 of 5 of permit issued pursuant thereto is guilty of misdemeanor, and upon conviction is punishable by fine not exceeding $1,000.00 or by imprisonment in the County Jail for a period not exceeding six months, or by both such fine and imprisonment. (Ord. 90- 18, 7/24/90) 15.24.150 Continued Violations. Each day during which any violation described in this Division 2 as willful continues shall constitute a separate offense punishable as provided by this division. (Ord. 90- 189 7/24/90) 15.24.155 Injunctive Relief. The Director may seek injunctive relief for noncompliance with any provision of this Division 2 or the conditions and limitations of any permit issued pursuant to this Division 2. (Ord. 90-18, 7/24/90) 15.24.160 Severability. If any provision of the ordinance codified in this Division 2, or the application thereof to any person or circumstance is held invalid, the remainder of the ordinance and the application of such provisions to other persons or circumstances shall not be affected thereby. (Ord. 90-18, 7/24/90) 15.24.170 Discharges to STEP Sewer Systems. No person shall make or allow any discharge of any material to a STEP sewer system for which he or she does not have a valid discharge permit pursuant to this Division 2 and to Section 15.36.040. (Ord. 90-18, 7/24/90) 15.24.175 Notification of Uncontrolled Discharges Required. A. In the event of an uncontrolled discharge, the discharge or permittee shall immediately notify the Director of the incident by telephone. The notification shall include location of discharge, type of material, concentration and volume, and corrective actions taken. B. Within ten (10) days after the uncontrolled discharge, the discharger or permittee shall submit to the Director a detailed written report describing the cause of the discharge, corrective action taken and measures to be taken to prevent future occurrences. Such notification shall not relieve the discharger or permittee of liability or fines incurred as a result of the uncontrolled discharge. (Ord. 90-18, 7/24/90) 15.24.180 Confidential Information—Public Access. Information and data concerning an industrial user obtained from reports, questionnaires, permit applications, permits, monitoring programs and inspections shall be available to the public or other governmental agency without restriction unless the user specifically requests and is able to demonstrate to the satisfaction of the director that the release of such information would divulge information, processes or methods of production entitled to protection as trade secrets of the user. Wastewater constituents and characteristics will not be recognized as confidential information. (Ord. 90-18, 7/24/90) Chapter 15.28 ADMINISTRATION, PERMITS AND FEES Pagel of 3 15.28.010 Permits—issuance Authorized When. If it appears from the application for any permit required by this Division 2 that the work to be performed thereunder is to be done according to the provisions of this division, the City Engineer, upon receipt of the fees hereinafter required, shall issue such permit. (Ord. 90-18, 7/24/90) 15.28.030 Fees—Estimated Valuation Procedures. Whenever the fees required by this Division 2 are based on valuations, the City Engineer shall determine the estimated valuation in all cases, and for such purposes he shall be guided by approved estimating practices. (Ord. 90-18, 7/24/90) 15.28.040 Fees—City Work Exempt When. Neither public officer or body acting in an official capacity on behalf of the City shall be required by this Division 2 to pay or deposit any fee. This Section does not apply where a public officer is acting with reference to private assets which have come under his or her jurisdiction by virtue of his or her office. (Ord. 90-18, 7/24/90) 15.28.045 Fees—Reimbursement Authorized When—Procedures for Awarding Contracts. A. The City Engineer may recommend that the Council by the adoption of a resolution or the approval of an agreement, authorize reimbursement to a subdivider, school district, special assessment district or person, either by direct payment or deferred reimbursement, for a portion of the cost of constructing sanitary sewers for public use where such sewers can or will be used by areas outside of the area for which the sewers are being installed; such authorization shall conform with the requirements of the applicable state laws, shall include the establishment of a reimbursement district and collection rates to be applied, and shall provide the notice be published inviting sealed bids on the work proposed and that the bids be publicly opened. B. The procedure for the receipt of bids and the award of contract for work to be done by a special assessment district or any public agency directly controlled by state law shall be as required by the particular laws applicable; for all other projects, the City Engineer shall receive and analyze the bids, and authorize the principals involved to award the contract to the lowest responsible bidder. In the event that the low bid received exceeds the engineer's estimate by more than 10 percent, the City �TOC� Chapter 15.28 15.28.010 Permits—issuance Authorized When. If it appears from the application for any permit required by this Division 2 that the work to be performed thereunder is to be done according to the provisions of this division, the City Engineer, upon receipt of the fees hereinafter required, shall issue such permit. (Ord. 90-18, 7/24/90) 15.28.030 Fees—Estimated Valuation Procedures. Whenever the fees required by this Division 2 are based on valuations, the City Engineer shall determine the estimated valuation in all cases, and for such purposes he shall be guided by approved estimating practices. (Ord. 90-18, 7/24/90) 15.28.040 Fees—City Work Exempt When. Neither public officer or body acting in an official capacity on behalf of the City shall be required by this Division 2 to pay or deposit any fee. This Section does not apply where a public officer is acting with reference to private assets which have come under his or her jurisdiction by virtue of his or her office. (Ord. 90-18, 7/24/90) 15.28.045 Fees—Reimbursement Authorized When—Procedures for Awarding Contracts. A. The City Engineer may recommend that the Council by the adoption of a resolution or the approval of an agreement, authorize reimbursement to a subdivider, school district, special assessment district or person, either by direct payment or deferred reimbursement, for a portion of the cost of constructing sanitary sewers for public use where such sewers can or will be used by areas outside of the area for which the sewers are being installed; such authorization shall conform with the requirements of the applicable state laws, shall include the establishment of a reimbursement district and collection rates to be applied, and shall provide the notice be published inviting sealed bids on the work proposed and that the bids be publicly opened. B. The procedure for the receipt of bids and the award of contract for work to be done by a special assessment district or any public agency directly controlled by state law shall be as required by the particular laws applicable; for all other projects, the City Engineer shall receive and analyze the bids, and authorize the principals involved to award the contract to the lowest responsible bidder. In the event that the low bid received exceeds the engineer's estimate by more than 10 percent, the City Chapter 15.28 ADMINISTRATION, PERMITS AND FEES Sections: 15.28.010 Permits—Issuance Authorized When. 15.28.030 Fees—Estimated Valuation Procedures. 15.28.040 Fees—City Work Exempt When. 15.28.045 Fees—Reimbursement Authorized When—Procedures for Awarding Contracts. 15.28.050 Certificate of Final Action—Conditions. 15.28.060 Refund Procedures. 15.28.010 Permits—issuance Authorized When. If it appears from the application for any permit required by this Division 2 that the work to be performed thereunder is to be done according to the provisions of this division, the City Engineer, upon receipt of the fees hereinafter required, shall issue such permit. (Ord. 90-18, 7/24/90) 15.28.030 Fees—Estimated Valuation Procedures. Whenever the fees required by this Division 2 are based on valuations, the City Engineer shall determine the estimated valuation in all cases, and for such purposes he shall be guided by approved estimating practices. (Ord. 90-18, 7/24/90) 15.28.040 Fees—City Work Exempt When. Neither public officer or body acting in an official capacity on behalf of the City shall be required by this Division 2 to pay or deposit any fee. This Section does not apply where a public officer is acting with reference to private assets which have come under his or her jurisdiction by virtue of his or her office. (Ord. 90-18, 7/24/90) 15.28.045 Fees—Reimbursement Authorized When—Procedures for Awarding Contracts. A. The City Engineer may recommend that the Council by the adoption of a resolution or the approval of an agreement, authorize reimbursement to a subdivider, school district, special assessment district or person, either by direct payment or deferred reimbursement, for a portion of the cost of constructing sanitary sewers for public use where such sewers can or will be used by areas outside of the area for which the sewers are being installed; such authorization shall conform with the requirements of the applicable state laws, shall include the establishment of a reimbursement district and collection rates to be applied, and shall provide the notice be published inviting sealed bids on the work proposed and that the bids be publicly opened. B. The procedure for the receipt of bids and the award of contract for work to be done by a special assessment district or any public agency directly controlled by state law shall be as required by the particular laws applicable; for all other projects, the City Engineer shall receive and analyze the bids, and authorize the principals involved to award the contract to the lowest responsible bidder. In the event that the low bid received exceeds the engineer's estimate by more than 10 percent, the City Chapter 15.28 ADNIMSTRATION, PERMITS AND FEES Page 2 of 3 Engineer shall notify the principals involved of the increase over the estimated cost. If the principals involved and the City Engineer agree, the contract may be awarded to the lowest responsible bidder, otherwise all bids shall be rejected and the proposal readvertised for new bids. (Ord. 90-18, 7/24/90) 15.28.050 Certificate of Final Action—Conditions. When it appears to the satisfaction of the City Engineer that all work done under the permit has been constructed according to and meets the requirements of all the applicable provisions of this Division 2, and that all fees have been paid, the City Engineer, if requested, shall cause to be issued to the permittee constructing such work a certificate of final inspection. The certificate shall recite that such work as is covered by the permit has been constructed according to this Division 2, and that the work is in an approved condition. (Ord. 90-18, 7/24/90) 15.28.060 Refund Procedures. A. In the event that any person shall have paid a fee as required under the sections set forth below and no work or processing has been done on these functions by the City Engineer and the project has been formally abandoned or cancelled, such person, upon presentation to the City Engineer of a request in writing, on special provided forms, shall be entitled to a refund in an amount to 80 percent of the fee actually paid: B. In the event that the engineer has commenced any plan checking or other work for which a fee was paid, or the contractor has commenced work on the construction, no portion of the fee shall be refunded. C. Refund requests must be submitted within a one-year period after the date the fee was paid. (Ord. 90-18, 7/24/90) ET C7 I[ Section Type of Fee 15.32.120 Sewer construction permit fees - Table 1 15.32.180 Tap fee 15.32.190 Manhole reconstruction inspection charges 15.32.210 Plan checking fees 15.32.220 Sewer easement processing fees 15.32.230 Special studies - Preparation and checking fees 15.32.250 Charges for sewer maintenance 15.36.200 Industrial waste disposal permit - Application fee - Schedule. B. In the event that the engineer has commenced any plan checking or other work for which a fee was paid, or the contractor has commenced work on the construction, no portion of the fee shall be refunded. C. Refund requests must be submitted within a one-year period after the date the fee was paid. (Ord. 90-18, 7/24/90) ET C7 I[ EF:1 Chapter 15.28 ADMINISTRATION, PERMITS AND FEES This page of the Santa Clarita Municipal Code is current through Ordinance 09-2, passed February 30, 2009. Disclaimer: The City Clerk's Office has the official version of the Santa Clarita Municipal Code. Users should contact the City Clerk's Office for ordinances passed subsequent to the ordinance cited above. City Website: http://santa-clarita.com/ Page 3 of 3 Code Publishing Company Voice: (206) 527-6831 Fax: (206) 527-8411 Email: CPC@codepublishing.com Chapter 15.32 SANITARY SEWERS Sections: Chapter 15.32 SANITARY SEWERS Part 1. Sewer Construction Permit Page 1 of 17 TOC 15.32.010 Required When—Period of Validity. 15.32.020 Connection to Public Sewer—Payment of Fees Required. 15.32.1 Not Required When. 15.32.030 10 Application—Form and Contents. 15.32.040 15.32.120 Plan Approval Prerequisite to Issuance. 15.32.050 Connection Charges—Designated. Tapping Fee Payment Required When. 15.32.055 Permit from Other Agencies Required When. 15.32.060 Requirements for Pumping and Treatment Plants. 15.32.070 15.32.135 Excessive Discharge of Sewage—Conditional Permit Requirements. 15.32.080 Area and Connection Charges in Reimbursement Districts. Permit for Use of Temporary Facilities—Conditions. 15.32.090 Nontransferability of Permits. Reduction of Charges for Payments to Other Entities. 15.32.150 Part 2. Fees and Deposits 15.32.100 on Future Assessments. 15.32.170 Connection to Public Sewer—Payment of Fees Required. 15.32.1 Sewer Connection Permit—Charges for Portions of Property. 15.32.180 10 Tap Fee. Sewer Construction Permit Fees—Table 1. 15.32.120 Manhole Reconstruction Inspection Charges. 15.32.200 Connection Charges—Designated. 15.32.130 15.32.210 Plan Checking Fees. Connection Charges—Sewers Constructed Under Federal Aid Sewer Easement Processing Fees. Exempt. 15.32.135 Special Studies—Preparation and Checking Fees. 15.32.235 Area and Connection Charges in Reimbursement Districts. 15.32.140 15.32.240 Charges for Maintenance District Annexation, Formation, Exclusions Reduction of Charges for Payments to Other Entities. 15.32.150 and Dissolutions. 15.32.250 Connections to Trunk Sewers—Permit Requirements. 15.32.160 15.32.260 Cesspool Truck Disposal Fee. Sewer Connection Permit—Determination Deposit of Collected Moneys. of Capacity—Agreement Part 3. Design Standards on Future Assessments. 15.32.170 Sewer Connection Permit—Charges for Portions of Property. 15.32.180 Tap Fee. 15.32.190 Manhole Reconstruction Inspection Charges. 15.32.200 Future Assessments for Additional Benefits. 15.32.210 Plan Checking Fees. 15.32.220 Sewer Easement Processing Fees. 15.32.230 Special Studies—Preparation and Checking Fees. 15.32.235 Reimbursement Processing Fees. 15.32.240 Charges for Maintenance District Annexation, Formation, Exclusions and Dissolutions. 15.32.250 Charges for Sewer Maintenance. 15.32.260 Cesspool Truck Disposal Fee. 15.32.270 Deposit of Collected Moneys. 15.32.280 Special Sewer Maintenance Fund—Use Restrictions. Part 3. Design Standards Chapter 15.32 SANITARY SEWERS Page 2 of 17 15.32.550 15.32.300 Injuring or Removing Materials and Construction—Conformity with Standard Specifications. 15.32.560 New Main -line Sewers. Inspection by Engineer—Requirements. 15.32.310 15.32.630 Notice to City When Ready for Inspection. Water Pollution Control and Sewage Pumping Plants. or Entering Prohibited. 15.32.320 Work to Be Convenient and Uncovered. 15.32.590 New House Laterals. 15.32.330 Using Facilities Before Inspection Prohibited—Exceptions. 15.32.600 Condominium Sewers. 15.32.340 Large Lots—Sewer Service Requirements. 15.32.350 Participation in Project—Letter Requirements. 15.32.360 Dedication of Sewers. 15.32.370 Exceptions to Retirements Authorized When. 15.32.380 Plan Preparation by Registered Civil Engineer. 15.32.390 Sewer Plans. 15.32.400 Sewer Easement Requirements. 15.32.410 Main -line Sewers—Size Specifications. 15.32.420 Main -line Sewers—Minimum Velocity. 15.32.430 Bench Marks and Elevations. 15.32.440 Soil Conditions. 15.32.450 Grades. 15.32.460 Main -line Sewers—Alignment and Location in Street. 15.32.470 Main -line Sewers—Depth. 15.32.480 House Laterals—Specifications Generally. 15.32.490 House Laterals—Depth. 15.32.500 End Structures—Location Specifications. 15.32.510 Manhole Structures. 15.32.520 Substructures. 15.32.530 Pipe Materials—Approval Required. 15.32.540 Vitrified Clay Pipe—Installation Specifications. Part 4. Inspection Page 2 of 17 15.32.550 Injuring or Removing Materials and Construction—Conformity with Standard Specifications. 15.32.560 Inspection by Engineer—Requirements. 15.32.570 15.32.630 Notice to City When Ready for Inspection. 15.32.580 or Entering Prohibited. 15.32.640 Work to Be Convenient and Uncovered. 15.32.590 Manholes—Cleaning Required After Dumping Effluent. Using Facilities Before Inspection Prohibited—Exceptions. 15.32.600 Reconnection Following Correction of Defective Work. Part 5, Maintenance 15.32.610 Injuring or Removing Sewers or Equipment. 15.32.620 Dumping of Effluent—Conditions. 15.32.630 Manholes—Opening or Entering Prohibited. 15.32.640 Manholes—Cleaning Required After Dumping Effluent. 15.32.650 Reconnection Following Violations—Conditions—Cost Reimbursement. 15.32.660 Reimbursement for Repairs and Maintenance Following Violations. Part 1. Sewer Construction Permit 15.32.010 Required When—Period of Validity. A. No person other than the person specifically excepted by this Division 2 shall commence, do or cause to be done, construct or cause to be constructed, use or cause to be used, alter or cause to be altered any public sewer, main -line sewer, Chapter 15.32 SANITARY SEWERS Page 3 of 17 house lateral, sewage pumping plant, water pollution control plant, or other similar appurtenance in the City without first obtaining a sewer construction permit from the City Engineer. B. A sewer construction permit issued by the City Engineer shall expire one year from the date of issuance, except when the plans were approved in accordance with an agreement either with another governmental agency, or with the City for a subdivision as required by the Subdivision Ordinance of this code, the permit shall be valid for the period specified in the agreement. (Ord. 90-18, 7/24/90) 15.32.020 Not Required When. The provisions of this Division 2 requiring permits shall not apply to contractors constructing public sewers and appurtenances under contracts awarded by the Council and entered into under proceedings had or taken pursuant to any of the special procedure statutes of this state providing for the construction of sewers and the assessing of the expense thereof against the lands benefitted thereby, or under contracts between the contractor and City. (Ord. 90-18, 7/24/90) 15.32.030 Application—Form and Contents. A. Any person requiring a sewer construction permit shall make written application to the City Engineer. B. The City Engineer shall provide printed application forms for the permits provided for by this Division 2, indicating thereon the information to be furnished by the applicant. The City Engineer may require, in addition to the information furnished by the printed form, any additional information from the applicant which will enable the City Engineer to determine that the proposed work or use complies with the provisions of this Division 2. (Ord. 90-18, 7/24/90) 15.32.040 Plan Approval Prerequisite to Issuance. No sewer construction permit shall be issued until the City Engineer has checked and approved the plans in accordance with Section 15.32.390 and the other applicable provisions of this Division 2. (Ord. 90-18, 7/24/90) 15.32.050 Tapping Fee Payment Required When. A. When, in the opinion of the City Engineer, it is necessary to connect a house lateral to a public sewer at a point where no connection facility has been provided, application for a public sewer tap shall be submitted and a fee for tapping the public sewer shall be paid by the applicant before the permit is issued for the construction of the house lateral. All tapping of public sewers, except trunk sewers, shall be performed by the City Engineer. B. Exception: Tapping of the public sewer as required on sewer plans approved by the City Engineer shall be constructed by a licensed contractor. (Ord. 90-18, 7/24/90) 15.32.055 Permit from Other Agencies Required When. Before granting any permit for the construction, installation, repair or removal of any sewer, or appurtenances thereto, which will necessitate any excavation or fill, in, upon or under any public street, highway, or right-of-way under the jurisdiction of another public agency, the City Engineer shall require the applicant to first obtain a permit from the agency having jurisdiction. (Ord. 90-181 7/24/90) 15.32.060 Requirements for Pumping and Treatment Plants. Chapter 15.32 SANITARY SEWERS Page 4 of 17 Before granting a permit for the construction of any sewage pumping plant or water pollution control plant, the engineer shall check and approve the plans or required modification thereof as to their compliance with municipal, state and other governmental laws or ordinances, and shall require that the facilities be adequate in every respect for the use intended. (Ord. 90-18, 7/24/90) 15.32.070 Excessive Discharge of Sewage—Conditional Permit Requirements. A. Any person proposing to have sewage discharged from any property to a public sewer in quantities or at a rate greater than the capacity for which the sewer was designed, when proportioned to such property, and which such additional quantity will immediately overload the sewer, shall be denied a permit to connect any facilities to the sewer which will discharge more than the proportionate share allotted to the property. However, if such additional discharge will not immediately but may in the future overload the sewer, a conditional permit to connect to the sewer may be issued after the owner of the property agrees by a covenant satisfactory to the City Engineer recorded against the land to construct or to share in the cost of construction of additional sewer capacity at such future time as the City Engineer determines that an overload situation exists or is imminent. B. The owner of the property shall supply a faithful performance bond guaranteeing compliance with the terms of the covenant, in a penal sum which, in the opinion of the City Engineer, equals the future cost of construction of sewer facilities to carry such additional discharge. C. The faithful performance bond shall be kept in full force and effect until such additional discharge is discontinued or until such additional sewer facilities are completed, and this obligation shall pass to succeeding owners of the property. D. If any owner fails to supply and keep in effect the required faithful performance bond or fails to comply with the terms of the covenant, the conditional permit allowing such additional discharge may be revoked, and the continuing of such additional discharge thereafter will constitute a violation of this Division 2. E. The provisions of this Section shall also apply to any property previously connected to a public sewer, the discharge from which is later proposed to be increased or is found to have been increased substantially beyond the proportionate share of public sewer capacity allotted to the property. (Ord. 90-18, 7/24/90) 15.32.080 Permit for Use of Temporary Facilities—Conditions. The City Engineer may issue sewer connection permits for two or more buildings to be served by a temporary private sewage disposal system if all of the following conditions have been met: A. The sewer collection system has been constructed in accordance with the provisions of this Division 2; B. A permanent sewage disposal system has been approved as to concept, plans and land use by all regulatory agencies having jurisdiction; C. The construction of a permanent sewage disposal system has been guaranteed to the satisfaction of the City Engineer, either by the posting of bonds in accordance with the Subdivision Ordinance of this Code, or by other satisfactory assurances; D. The temporary sewage disposal system is approved by the City Engineer, the provider of health services to the City, and all other regulatory agencies having jurisdiction. The conditions for such approvals shall include a stated time limit for the use of such temporary system, and shall provide for the termination of such use and the connection to the guaranteed permanent sewage disposal system; Chapter 15.32 SANITARY SEWERS Page 5 of 17 E. A cash deposit in an amount established by the City Engineer has been deposited with the City Engineer to insure the satisfactory maintenance of the temporary sewage disposal system; F. Provision has been made for the inclusion of the area served by the temporary sewage disposal system in a sewer maintenance district or other taxing entity capable of generating adequate maintenance and operational funds in the event that public operation of the temporary system should become necessary. (Ord. 90-18, 7/24/90) 15.32.090 Nontransferability of Permits. Permits issued under Part 1 of this chapter are not transferable from one person to another person or from one location to another location. (Ord. 90-18, 7/24/90) Part 2. Fees and Deposits 15.32.100 Connection to Public Sewer—Payment of Fees Required. Any person desiring to connect any lot to a public sewer shall, as a prerequisite to obtaining the permits required by the Plumbing Code, pay all fees or charges which may be required by Sections 15.32.120, 15.32.150 and 15.32.180 of this chapter. (Ord. 90-18, 7/24/90) 15.32.110 Sewer Construction Permit Fees—Table 1. Before granting any permit for the construction of main -line sewer, house lateral sewer, water pollution control plant, sewage pumping plant, and whenever a permit for any industrial waste treatment or disposal facility is required by the City Engineer, the City shall collect the following fees from the applicant to cover the cost of field inspection of the proposed construction, procuring or preparing record plans, automobile mileage, and all overhead and indirect costs: Table I - Inspection and Record Plan Fees For a Total Valuation of Proposed Work Permit Fee $ or less $ 65.00 600.00 601.00 to $ 130.00 1,000.00 1,001.00 to 1,500.00 210.00 4,001.00 1,501.00 to to 2,000.00 675.00 295.00 2,001.00 5,000.00 to 2,500.00 5,001.00 375.00 to 2,501.00 to 3,000.00 450.00 7,000.00 3,001.00 985.00 to 3,500.00 to 525.00 31501.00 to 4,000.00 600.00 4,001.00 to 4,500.00 675.00 4,501.00 to 5,000.00 740.00 5,001.00 to 6,000.00 870.00 6,001.00 to 7,000.00 985.00 7,001.00 to 8,000.00 11090.00 8,001.00 to 9,000.00 11190.00 Chapter 15.32 SANITARY SEWERS Page 6 of 17 92001.00 to 105000.00 11280.00 A. For each $1,000.00, or fractional part thereof, of the total valuation of the proposed work in excess of $10,000.00 and not exceeding $50,000.00, an additional $85.00; B. For each $1,000.00, or fractional part thereof, of the total valuation of the proposed work in excess of $50,000.00 and not exceeding, $100,000.00, an additional $65.00; C. For each $1,000.00, or fractional part thereof, of the total valuation of the proposed work in excess of $100,000.00, an additional $50.00; D. For additional work approved by the engineer but not included in the original permit, the applicant shall pay a base fee of $8.00 and an additional fee of $8.00 for each $100.00, or fractional part thereof, of the total valuation of such additional work (Ord. 90-18, 7/24/90) 15.32.120 Connection Charges—Designated. A. No permit shall be issued for the direct connection of any lot to a public sewer which has been constructed at no cost to such lot, or to a trunk sewer in which capacity has been assigned by the owner thereof to the City until, in addition to any other fees required by this Division 2 and by the Plumbing Code, there has been paid a connection charge in an amount equal to $12.00 per front foot of the lot sought to be connected if said lot is rectangular and has an average depth of 100 feet or more. If the shape of lot is other than the usual rectangular shape, or unusual in area, and the strict adherence to the above mentioned provision would require payment of an amount not commensurate with the benefits to be received, the provisions of this Section as to the amount to be charged may be modified as determined by the City Engineer. In no case shall the charge be less than $300.00, unless reduced by the charges of another public entity as provided in Section 15.32.140. B. Property owned by a public entity and being used by such entity in the performance of a governmental function is exempt from the requirements of this Section. (Ord. 90-18, 7/24/90) 15.32.130 Connection Charges—Sewers Constructed Under Federal Aid Exempt. When a public sewer has been constructed under federal aid, any lot to be connected to such sewer shall be exempt from the connection charge specified by Section 15.32.120. (Ord. 90-18, 7/24/90) 15.32.135 Area and Connection Charges in Reimbursement Districts. A. If any property is in a sewer reimbursement district which has been formed by the Council in accordance with Section 15.28.045, no permit shall be issued for the connection of such property to a public sewer until, in addition to any other fees required by this ordinance and by the Plumbing Code, all area charges and frontage charges required by this Section have been paid. B. An area charge computed by the area rates established for the reimbursement district shall be collected, whether or not additional public sewer is being constructed to serve the property. If the property is in more than one reimbursement district, an area charge shall be collected for each district. C. Additionally, if the reimbursement agreement provides for frontage reimbursement, any lot located in the frontage reimbursement area and seeking Chapter 15.32 SANITARY SEWERS Page 7 of 17 direct house connection to any public sewer shall pay a reimbursement district connection charge in the amount specified below. D. The reimbursement district connection charge shall be computed at a rate to be determined by the City Engineer, but in no case shall be charged less than $200.00. E. If a reimbursement district connection charge is collected as provided in this section, then the connection charge required by Section 15.32.120 shall not be collected. (Ord. 90-18, 7/24/90) 15.32.140 Reduction of Charges for Payments to Other Entities. In the event that any public entity requires a connection charge or fee for use of a trunk sewer prior to the issuance of a permit by the City Engineer, the charge in the amount required in Section 15.32.120 shall be reduced by the amount of the charge or connection fee made by the public entity, or shall be waived if such other charge or fee is greater than the amount herein required. (Ord. 90-18, 7/24/90) 15.32.150 Connections to Trunk Sewers—Permit Requirements. No permit shall be issued for the direct connection of any lot to a trunk sewer until the applicant has first obtained a permit for such connection from the owner of the trunk sewer. (Ord. 90-18, 7/24/90) 15.32.160 Sewer Connection Permit—Determination of Capacity—Agreement on Future Assessments. A. No permit shall be issued for the direct connection of any lot to a public sewer which was not designed for and intended to directly serve such lot unless the City Engineer first determines that there is additional capacity available in such sewer beyond that required to serve the property for which it was designed. B. Further, if such lot may in the future be included in a special assessment improvement district which would provide sewers for such lot and adjoining area, such connection permit shall not be issued until the connection charge specified by Section 15.32.120 and any other applicable charges have been paid, and the property owner has executed and recorded in the office of the County Recorder a waiver which states that the property owner will not protest inclusion in, and will pay the assessment for, such improvement district. Such waiver and agreement shall be part of the conditions of ownership of the property and shall be binding on all heirs, successors and assigns to the property. (Ord. 90-18, 7/24/90) 15.32.170 Sewer Connection Permit—Charges for Portions of Property. Whenever a sewer connection permit is requested for only a portion of a lot and the engineer finds that only such portion will be benefitted by a sewer connection, and that both the area of such portion and the remaining area of such lot conform to the requirements of the Zoning Ordinance of this Code, a house sewer connection permit may be issued for such portion and all charges required by this ordinance shall be based on the dimensions of such portion. (Ord. 90-18, 7/24/90) 15.32.180 Tap Fee. The City shall collect from the applicant a fee of $154.00 to tap the public sewer, which shall include the installation of a saddle furnished by the applicant but no excavation, backfill or resurfacing. (Ord. 90-18, 7/24/90) 15.32.190 Manhole Reconstruction Inspection Charges. Chapter 15.32 SANITARY SEWERS Page 8 of 17 A. A permit shall be obtained from the engineer wherever construction, reconstruction or adjustment is to be performed adjacent to an existing sewer manhole, to ascertain that the sewer lines and manholes have been thoroughly cleaned and the manholes have been satisfactorily constructed, reconstructed or adjusted to City standards. B. This inspection is also required for construction of industrial waste measuring manholes, reconstruction or adjustment of any portion of a manhole due to service connections or grading or paving operation, or any other work which in the opinion of the City Engineer may cause damage to a manhole. C. The fee shall be $56.00 for the first manhole and $28.00 each for each additional manhole. These fees shall cover the costs of field inspection, automobile mileage, and all overhead and indirect costs. (Ord. 90-18, 7/24/90) 15.32.200 Future Assessments for Additional Benefits. In the event that any lot which has paid any charges required under Section 15.32. 100 receives additional benefit from any public or trunk sewer, nothing contained in Part 2 of this chapter shall relieve the property owner from future payment of charges as herein provided nor from a special assessment levied under a statute of the State of California for such additional benefit. (Ord. 90-18, 7/24/90) 15.32.210 Plan Checking Fees. Any person required by Chapter 15.32 of this division to have plans checked and processed shall pay to the City Engineer the following fee or fees for the service: A. If the total valuation of the proposed work, as determined by the City Engineer, is $2,000.00 or less, the plan checking fee will be $160.00; B. For each $100.00 or fractional part thereof of the total valuation of the proposed work in excess of $2,000.00, and not exceeding $10,000.00, an additional $4.30; C. For each $100.00 or fractional part thereof of the total valuation of the proposed work in excess of $10,000.00, an additional $3.25; D. If any portion of the plans, or specifications, including changes in materials after having been checked, or after being approved and signed by the City Engineer are required to be redrawn, rechecked or revised, the applicant shall pay a rechecking fee in the amount of the estimated cost of doing the work as determined by the City Engineer; E. If the plans have been submitted 3 times for checking and are not ready for approval, the applicant shall pay for each additional submittal a fee in the amount of the estimated cost of doing the work as determined by the City Engineer; F. If any portion of plans which have been abandoned or which have expired pursuant to Section 15.32.400 are resubmitted, the applicant shall pay a fee as if work was new. (Ord. 90-18, 7/24/90) 15.32.220 Sewer Easement Processing Fees, A. For each private contract requiring the processing of sewer easements, the City Engineer shall collect from the applicant a fee of $310.00 for the first parcel description and title report, and $180.00 for each additional parcel through which a sewer easement is required. In the event it is necessary to revise the description and/or title report due to a realignment or revision of the easement, the City Engineer shall collect an additional fee of $130.00 for each parcel. B. For each private contract requiring the vacation of a sewer easement, the City Engineer shall collect from the applicant a minimum fee of $290.00. In the event it is Chapter 15.32 SANITARY SEWERS Page 9 of 17 necessary to revise the boundary of the proposed vacation due to any revisions submitted by the applicant, the City Engineer shall collect an additional fee of $130.00 for each revision. (Ord. 90-18, 7/24/90.) 15.32.230 Special Studies—Preparation and Checking Fees. A. Before proceeding with the preparation of an area, reimbursement, or other special study, the City Engineer shall collect from the person making the request for the work a fee in the amount of the estimated cost of doing the work, as determined by the City Engineer, but not less than $300.00. B. If the cost of doing the work exceeds the fee originally collected, a supplemental fee shall be collected to cover the additional cost as determined by the City Engineer. C. If the City Engineer determines that a flow measurement of this existing system is required, there will be an additional minimum fee of not less than $533.00 per manhole. D. Studies prepared by others and submitted for checking by the City Engineer shall be subject to the fee requirements stated above, except that the minimum fee shall be $120.00. 15.32.235 Reimbursement Processing Fees. For each private contract requiring reimbursement under Section 15.28.045, the applicant shall pay, in addition to the plan checking fee, a fee of $1,500.00 for the preparation of reimbursement documents and maps. If the cost of doing the work exceeds $1,500.00, a supplemental fee shall be collected to cover the additional cost, as determined by the City Engineer. (Ord. 90-18, 7/24/90) 15.32.240 Charges for Maintenance District Annexation, Formation, Exclusions and Dissolutions. A. Any person who desires to place a newly constructed public sewer system in operation, and the property so benefitted is not within a maintenance district, shall pay a charge as determined by the engineer to cover the cost of processing, including the necessary State of California processing fee, the annexation or formation. B. There will be no charges under this Section for processing the dissolution of a maintenance district or the exclusion of any portion of a maintenance district. C. If the sum collected is for processing an annexation to an existing maintenance district, it shall be deemed to have been appropriated for the year in which the sum was collected, and shall be transferred to the City Treasurer and credited to the funds of such district. D. If the sum collected is for the formation of a new maintenance district, it shall be deemed to have been appropriated for the year in which the sum was collected, and shall be placed in trust and expended therefrom for the purposes intended. The remainder of such sum, if any, shall be credited to the new district when formed. (Ord. 90-18, 7/24/90) 15.32.250 Charges for Sewer Maintenance. A. Any person who desires to place a newly constructed public sewer system in operation prior to the availability of sewer maintenance revenue from the property to be served by such sewer system, shall pay a sewer maintenance charge in an amount determined by the City Engineer to cover such cost of maintaining such system from the time the sewer is placed in operation until the property so benefitted Chapter 15.32 SANITARY SEWERS Page 10 of 17 is included in a maintenance district and revenue becomes available. B. Such charge shall be computed by multiplying $4.17 by the number of manholes to be constructed by the number of months before the property benefitted can be included in a maintenance district and revenue becomes available. C. If a sewage pumping plant or a water pollution control plant is included in the computations, an additional sum shall be paid as determined by the City Engineer to cover the maintenance and operation costs until the property benefitted can be included in a maintenance district and revenue becomes available. D. If the newly constructed sewers are in an area served by an existing sewage pumping plant or water pollution control plant, an additional sum shall be paid as determined by the City Engineer to cover the additional maintenance and operation costs until the property benefitted can be included in the maintenance district and revenue becomes available. E. If the property benefitted is to be annexed to an existing maintenance district, the sum collected shall be deemed to have been appropriated for the year in which the sum was collected and shall be transferred to the City Treasurer and credited to the funds of such district. F. If a new maintenance district is to be formed, the sum collected shall be deemed to have been appropriated for the year in which the sum was collected and shall be placed in trust and expended therefrom for the purposes intended. The remainder of such sum, if any, shall be credited to the new district when formed. (Ord. 90-18, 7/24/90) 15.32.260 Cesspool Truck Disposal Fee. Operators of cesspool pump trucks desiring to discharge the contents of their tanks into facilities provided at City maintenance yards, in conformance with Section 15.32.650, may do so upon payment of a disposal fee of $3.00 for each truck load. (Ord. 90-18, 7/24/90) 15.32.270 Deposit of Collected Moneys. Except as otherwise provided in this Division 2, all money received under Sections 15.32.110, 15.32.180 and 15.32.260 shall be deposited with the City Treasurer and credited to the special sewer maintenance fund. (Ord. 90-18, 7/24/90) 15.32.280 Special Sewer Maintenance Fund—Use Restrictions. Money deposited in the special sewer maintenance fund, as provided in Section 15.32.270, may be expended by the engineer, contingent upon receipt and availability of such funds, to accomplish the purpose set forth in Section 5471 of the Health and Safety Code, for which no other provisions have been made or for such other sewer purposes that the City Council may authorize not in conflict with existing laws. (Ord. 90-18, 7/24/90) Part 3, Design Standards 15.32.300 New Main -line Sewers. New main -line sewers shall conform to the requirements of Part 3 of this chapter unless otherwise specifically excepted. (Ord. 90-18, 7/24/90) 15.32.310 Water Pollution Control and Sewage Pumping Plants. New water pollution control plants and sewage pumping plants shall conform to the requirements of Part 3 of this chapter unless otherwise specifically excepted. (Ord. Chapter 15.32 SANITARY SEWERS 90-183 7/24/90) Page 11 of 17 15.32.320 New House Laterals. New house laterals shall conform to the requirements of Part 3 of this chapter unless otherwise covered by the Plumbing Code. (Ord. 90-18, 7/24/90) 15.32.330 Condominium Sewers. New condominium developments shall be served with main -line sewers and house lateral sewers such that each building will have a separate and independent connection to a main -line sewer. (Ord. 90-18, 7/24/90) 15.32.340 Large Lots—Sewer Service Requirements. Where a lot is of sufficient size that the Zoning Ordinance of this code does not prohibit its division into smaller parcels, each of such possible parcels into which such lot legally may be divided, upon which one or more buildings containing plumbing facilities are or may be located, shall be considered as a separate lot. If the main -line sewer does not extend to a point from which such possible parcels can be served in accordance with the requirements of Section 15.32.500, the main -line sewer must be extended in compliance with Section 15.32.500. (Ord. 90-18, 7/24/90) 15.32.350 Participation in Project—Letter Requirements. A. A "letter of participation," prepared on a form provided by the engineer, shall be submitted before approval of public sewer plans describing all properties which have participated in the cost of the project. B. All such properties listed will be exempt from the connection charge only, specified in Section 15.32.120. C. The "letter of participation" shall not be revised after the sewers have been accepted for public use by the City Council. D. Exception: The 'letter of participation" shall not be revised after a reimbursement agreement authorized under Section 15.28.045 has been approved by the Council. Listed participants will be exempt from the reimbursement district connection charges specified in Section. 15.32.135 established for that project in which they have participated. (Ord. 90-18, 7/24/90) 15.32.360 Dedication of Sewers. A. An offer of dedication of sewers to the City shall be included in the agreement to construct sewers for a new subdivision which accompanies the faithful performance security guaranteeing the construction required as a condition for the recordation of the tract map or parcel map. B. Before plans for the construction of any other public main -line sewer are approved by the City Engineer, the person causing such plans to be prepared shall present an 'offer of dedication," signed and acknowledged, on forms provided by the City Engineer. C. When the construction of the sewer, other than sewers required for new subdivisions, has been completed and accepted by the City, the sewer becomes a public sewer. When the construction of the sewer is in conjunction with a tract or parcel map, the sewer shall be accepted by the City Engineer on behalf of the City and at such time becomes a public sewer. D. No sewer shall be accepted for dedication by the City unless such sewer has been constructed in conformity with the requirements of Division 2 of this Title 15. (Ord. 90-18, 7/24/90) Chapter 15.32 SANITARY SEWERS Page 12 of 17 15.32.370 Exceptions to Retirements Authorized When. If a literal compliance with any engineering requirement of this Division 2 is impossible or impractical because of peculiar conditions in no way the fault of the person requesting an exception, and the purposes of this Division 2 may be accomplished and public safety secured by an alternate construction or procedure, and the City Engineer so finds that such alternate complies with sound engineering practice, the engineer may grant an exception permitting such alternate construction or procedure. (Ord. 90-18, 7/24/90) 15.32.380 Plan Preparation by Registered Civil Engineer. Any plans submitted for approval under the provisions of this Division 2 shall be prepared by or under the direction of and shall be signed by a registered Civil Engineer of the State of California. (Ord. 90-18, 7/24/90) 15.32.390 Sewer Plans. A. Before a sewer construction permit required by Section 15.32.010 may be issued, plans for the proposed construction shall be submitted to and approved by the City Engineer, unless the City Engineer determines that plans are not necessary. B. After the fee required by Section 15.32.230 has been paid, the City Engineer shall check the submitted plans for compliance with the requirements of this ordinance and other applicable laws and ordinances of the City, State or other governmental jurisdiction. C. If plan corrections and other requirements necessary for plan approval have not been completed within one year after the checked plans are returned by the City Engineer, it shall constitute abandonment of the work and the City Engineer shall so notify the person who has submitted the plans. D. Approval of a sewer plan shall expire one year from the date of the approval, unless construction of the facilities has commenced. However, if the plans were approved in accordance with an agreement either with another governmental agency, or with the City for a subdivision as required by the Subdivision Ordinance of this Code, the approval shall be valid for the period specified in the agreement. E. Resubmission of abandoned and expired plans shall be subject to new plan check fees as specified in Section 15.32.210. (Ord. 90-18, 7/24/90) 15.32.400 Sewer Easement Requirements. A. A person desiring to construct a sewer in an easement under the provisions of this Division 2 shall present to the City Engineer a request for processing, sufficient information to enable the preparation of a written description, and the fee specified in Section 15.32.220. B. The location and dimensions of sanitary sewer easements shall be sufficient to provide present and future sewer service to abutting areas and adequate access for maintenance as determined by the City Engineer. C. Until the required easements have been properly executed and recorded: 1. No plans shall be approved by the engineer for sewer facilities to be constructed by any person across the property of others; 2. No sewer facilities shall be accepted for public use, nor placed in use by any person. (Ord. 90-18, 7/24/90) 15.32.410 Main -line Sewers—Size Specifications. The size of main -line sewer pipe shall be determined by standards of design and Chapter 15.32 SANITARY SEWERS Page 13 of 17 the coefficients listed below, but in no case shall it be less than eight inches inside diameter. * Individual building, commercial or industrial plant capacities shall be the determining factor when they exceed the coefficients shown. B. The coefficient to be used for any zoned area not listed will be determined by the City Engineer based upon the intended development and use. C. The City Engineer shall determine which of the coefficients or combination of coefficients shall be used for design, as determined by the established or proposed zoning in the study area. Any modifications to these coefficients due to topography, development or hazard areas shall be approved by the engineer. (Ord. 90-18, 7/24/90) 15.32.420 Main -line Sewers—Minimum Velocity. A mainline sewer shall be designed to provide a minimum velocity of two feet per second for pipes flowing one-half full, except that the engineer may approve a gradient that will develop a lower velocity if he finds that a gradient that will develop velocity of two feet per second is unobtainable. (Ord. 90-18, 7/24/90) 15.32.430 Bench Marks and Elevations. A system of bench marks on the U.S.C. & G.S. Sea Level Datum of 1929 and adequate to construct the work shall be shown on the profile. The elevation of the sewer at the point where the system is to be discharged shall be shown as determined in the field from the above shown datum. (Ord. 90-18, 7/24/90) 15.32.440 Soil Conditions. Soil conditions, particularly in areas known to have high groundwater tables, rock, or filled ground, shall be prospected, and the results shown on the profile, if required by the City Engineer. (Ord. 90-18, 7/24/90) 15.32.450 Grades. The slope of the sewer shall be shown on the plans in feet of fall per 100 feet of horizontal distance, expressed as a percentage. Slopes used expressed in percentages shall be divisible, without remainder, by four in the hundredth column. For example, 0.36 percent complies with this Section. (Ord. 90-18, 7/24/90) 15.32.460 Main -line Sewers—Alignment and Location in Street. For zoning in the following Coefficient categories for residential areas: Cu, ft. per sec. per acre R-1 0.004 R-2 0.008 R-3 0.012 R-4 0.016* For commercial areas: C-1 through C-4 0.015* For heavy industrial areas: M-1 through M-4 0.021 * Individual building, commercial or industrial plant capacities shall be the determining factor when they exceed the coefficients shown. B. The coefficient to be used for any zoned area not listed will be determined by the City Engineer based upon the intended development and use. C. The City Engineer shall determine which of the coefficients or combination of coefficients shall be used for design, as determined by the established or proposed zoning in the study area. Any modifications to these coefficients due to topography, development or hazard areas shall be approved by the engineer. (Ord. 90-18, 7/24/90) 15.32.420 Main -line Sewers—Minimum Velocity. A mainline sewer shall be designed to provide a minimum velocity of two feet per second for pipes flowing one-half full, except that the engineer may approve a gradient that will develop a lower velocity if he finds that a gradient that will develop velocity of two feet per second is unobtainable. (Ord. 90-18, 7/24/90) 15.32.430 Bench Marks and Elevations. A system of bench marks on the U.S.C. & G.S. Sea Level Datum of 1929 and adequate to construct the work shall be shown on the profile. The elevation of the sewer at the point where the system is to be discharged shall be shown as determined in the field from the above shown datum. (Ord. 90-18, 7/24/90) 15.32.440 Soil Conditions. Soil conditions, particularly in areas known to have high groundwater tables, rock, or filled ground, shall be prospected, and the results shown on the profile, if required by the City Engineer. (Ord. 90-18, 7/24/90) 15.32.450 Grades. The slope of the sewer shall be shown on the plans in feet of fall per 100 feet of horizontal distance, expressed as a percentage. Slopes used expressed in percentages shall be divisible, without remainder, by four in the hundredth column. For example, 0.36 percent complies with this Section. (Ord. 90-18, 7/24/90) 15.32.460 Main -line Sewers—Alignment and Location in Street. Chapter 15.32 SANITARY SEWERS Page 14 of 17 Where design considerations permit, main -line sewers shall have a straight alignment, and shall be located five feet from and on the northerly and easterly sides of the centerlines of streets or alleys, except on major or secondary highways where separate sewers shall be located in the roadway six feet from each curbline. (Ord. 90-18, 7/24/90) 15.32.470 Main -line Sewers—Depth. A. The minimum depth for mainline sewers shall be seven and one-half feet. B. Where groundwater is present, the depth for residential main -line sewers may be sufficient to provide for a house lateral with a minimum depth of at least five feet below the curb grade or centerline of street or alley grade at the property line. C. Exceptions to the above minimum maybe made only asset forth in Section 15.32.370. (Ord. 90-18, 7/24/90) 15.32.480 House Laterals—Specifications Generally. A. For each lot, a six inch internal diameter house lateral sewer shall be provided in the street, straight in alignment and grade between the main -line sewer and the property line, with minimum depths as required by Section 15.32.520, and at right angles to the mainline sewer whenever possible. B. Exception: House laterals constructed in the street under the provisions of the Plumbing Code or house laterals provided in the street for lots restricted to single- family residential use under the provisions of the Zoning Ordinance may have an internal diameter of four inches. (Ord. 90-18, 7/24/90) 15.32.490 House Laterals—Depth. A. The depth of house laterals at the property line shall be sufficient to provide service to the lowest or farthest point to be served on the lot at a minimum grade of two percent, with the top of the pipe not less than one foot below the ground surface at any point. B. The minimum depth for house laterals at the property line shall be six feet below the curb grade or the centerline of street or alley grade, except as set forth in Section 15.32.470 for locations where groundwater is present. C. Where street -widening lines have been established by the Zoning Ordinance of this Code, the minimum depth shall be measured at such established line. If house laterals are constructed before the existing street is widened, the depth at the property line shall be such that extension at the same straight grade and alignment to the new property line will produce the required depth. (Ord. 90-18, 7/24/90) 15.32.500 End Structures—Location Specifications. End structures shall be placed at whichever of the following locations is farthest upgrade: A. Not less than 10 feet upgrade from the downgrade lot line of the last lot being served; B. Not more than 40 feet downgrade from the upgrade lot line of the last lot being served, if there may be a future extension of the main -line sewer; C. At a location where the house lateral and building sewer can be constructed in a straight alignment at right angles to the main -line sewer. (Ord. 90-18, 7/24/90) 15.32.510 Manhole Structures. Manhole structures shall be placed in the main -line sewer at all changes of alignment and gradient; the maximum distance between structures shall be not more Chapter 15.32 SANITARY SEWERS Page 15 of 17 than 350 feet. All structures shall be designed according to the standard drawings for structures on file in the office of the engineer. Exceptions to the above requirements may be made only on approval of the engineer. (Ord. 90-18, 7/24/90) 15.32.520 Substructures. All substructures which will be encountered in the construction or which will be installed as part of the improvement shall be shown and designated on the plan. Large substructures which require special treatment in the design of the sewer shall also be shown in the profile. The private engineer who has prepared the plans shall submit to the: City Engineer a statement that he has determined from each utility or other company having substructures in the affected area that the location and size of such structures, as shown on the submitted plans, are the same as shown upon sucr company's records. (Ord. 90-18, 7/24/90) 15.32.530 Pipe Materials—Approval Required. A. All pipe other than vitrified clay or cast iron shall first have been approved for use by the City Engineer and shall be equivalent to vitrified clay or cast iron pipe in strength, effectiveness, durability and safety in accordance with the use intended. B. Before approving any pipe, the City Engineer may require satisfactory proof that such pipe is suitable for use, including actual tests performed by a independent and approved testing laboratory at no expense to the City. (Ord. 90-18, 7/24/90) 15.32.540 Vitrified Clay Pipe—Installation Specifications. A. Vitrified clay pipe, main -line and house lateral sewers, shall be constructed of the class designated as extra -strength pipe. B. Sewer pipe installed under a railway shall be encased in concrete, or encased in a steel pipe backfilled with sand, or encased by other approved means which will protect the pipe to the same extent. C. Sewer pipe installed under a conduit or other structure, or at depths greater than 20 feet or in other locations where the City Engineer determines that additional protection is required, shall be reinforced with a concrete cradle, or encased in concrete, or reinforced by other approved means which will protect the pipe to the same extent. D. Sewer pipe installed in streets or public easements with the top of the pipe less than four feet below the surface, as determined during construction or indicated on the plans, shall be encased in concrete, or other approved means to protect the pipe. (Ord. 90-18, 7/24/90) Part 4. Inspection 15.32.550 Materials and Construction—Conformity with Standard Specifications. All material used in any work done under provisions of this Division 2 shall be new, first-class material and shall conform to, and the manner of construction shall meet all the requirements prescribed by this Division 2, by the Standard Specifications for Public Works Construction, and by Special Provisions and Standard Plans on file in the office of the City Engineer. All such work shall be approved by the City Engineer before a certificate of final inspection will be issued. (Ord. 90-18, 7/24/90) 15.32.560 Inspection by Engineer—Requirements. A. All work done under the provisions of this Division 2 shall be subject to Chapter 15.32 SANITARY SEWERS Page 16 of 17 inspection by and shall meet the approval of the City Engineer; provided, however, that approval by the City Engineer shall not relieve the permittee or any other person from complying with all of the applicable provisions of the Plumbing Code, and no provision of this Division 2 supersedes, affects or modifies in any way the provisions of said Plumbing Code. B. After the fee required by Section 15.32.120 has been paid and the permit issued, the engineer shall inspect the construction for compliance with the requirements of this Division 2. (Ord. 90-18, 7/24/90) 15.32.570 Notice to City When Ready for Inspection. The permittee shall notify the City Engineer at least 24 hours prior to the time any inspection is to be made. (Ord. 90-18, 7/24/90) 15.32.580 Work to Be Convenient and Uncovered. At the time of the inspection the permittee shall have all work uncovered and convenient, and shall give the City Engineer every facility to make a thorough inspection. (Ord. 90-18, 7/24/90) 15.32.590 Using Facilities Before Inspection Prohibited—Exceptions. No sewer or other facility constructed under the provisions of this Division 2 shall be placed in use until the work has been approved by the City Engineer and a certificate of final inspection has been issued. Exceptions to this requirement may be made only when the work is substantially complete and has been inspected, and if the engineer determines that the best interests of the public will be served by permitting such use prior to completion of the work. (Ord. 90-18, 7/24/90) 15.32.600 Correction of Defective Work. If the construction does not conform to the provisions of this Division 2, or if the permittee fails to prosecute the work with such diligence to insure its completion within the time specified, the City Engineer shall notify the permittee, in writing, to comply. If the permittee fails to comply within five days after the written notice, the permit shall be suspended or revoked in accordance with the procedures set forth in Sections 15.36.160, 15.36.170, 15.36.180 and 15.36.210, and no further work shall be done by the permittee until the suspension is removed either by correction of the work or after appeal and public hearing in accordance with the procedures set forth in Sections 15.36.090, 15.36.100, 15.36.190 and 15.36.200. (Ord. 90-18, 7/24/90) Part 5. Maintenance 15.32.610 Injuring or Removing Sewers or Equipment. An unauthorized person shall not remove or cause to be removed, or injure or cause to be injured, any portion of any public sewer, sewage pumping plant, water pollution control plant, or any appurtenances thereto. (Ord. 90-18, 7/24/90) 15.32.620 Dumping of Effluent—Conditions. The City Engineer may permit operators of cesspool pump trucks holding a valid certificate of registration issued by the City to dispose of septic tank, seepage pit or cesspool effluent which does not contain harmful concentrations of industrial liquid wastes, oils, greases, or other deleterious substances, into certain designated manholes. Operators may dump into the special facilities provided for the purpose at a county sewer maintenance yard upon payment of the fee specified in Section Chapter 15.32 SANITARY SEWERS Page 17 of 17 15.32.290. No person shall dump such effluent in any manhole other than those designated by the City Engineer. The engineer may refuse to accept such effluent if it fails to meet the aforementioned requirements. (Ord. 90-18, 7/24/90) 15.32.630 Manholes—Opening or Entering Prohibited. An unauthorized person shall not open or enter, or cause to be opened or entered, for any purpose whatsoever, any manhole in any public sewer. (Ord. 90-18, 7/24/90) 15.32.640 Manholes—Cleaning Required After Dumping Effluent. When septic tank, seepage pit or cesspool effluent is dumped into a specified manhole under permission from the engineer, it shall be discharged through a pipe or hose in a manner such that none of the effluent shall be left adhering to the sides or shelf of the manhole, and if any such effluent is inadvertently allowed to adhere to the sides or shelf of the manhole, the manhole shall be thoroughly cleaned with clear water. (Ord. 90-18, 7/24/90) 15.32.650 Reconnection Following Violations—Conditions—Cost Reimbursement. Whenever an industrial connection sewer has been disconnected from the public sewer by the City Engineer for failure to comply with the provisions of this Division 2, reconnection shall be made only upon issuance of a permit as elsewhere in this division provided. Before such permit is issued, the applicant shall reimburse the City for the cost of the disconnection made, and the City Engineer may require the installation of a manhole for the purpose of measuring the flow, or for making periodic tests of the wastes from such connection. (Ord. 90-18, 7/24/90) 15.32.660 Reimbursement for Repairs and Maintenance Following Violations. Whenever an industrial sewer connection permittee by reason of violation of Section 15.36.400 of this Code, or any other person by reason of violation of Section 15.32.610, causes obstruction, damage or destruction of a public sewer, or any appurtenances thereto, or pumping plants or water pollution control plants in connection therewith, the permittee shall reimburse the sewer maintenance district in which damage occurred for the cost of flushing, cleaning, repairing and reconstruction of such sewer or facility, made necessary by such violation, within 30 days after the City Engineer has rendered an invoice for the same. The amount when paid shall be deposited into the fund of the said maintenance district. (Ord. 90-18, 7/24/90) I This page of the Santa Clarita Municipal Code is current through Code Publishing Company Ordinance 09-2, passed February 10, 2009. Voice: (206) 527-6831 Disclaimer: The City Clerk's Office has the official version of the Santa Clarita Fax: (206) 527-8411 Municipal Code. Users should contact the City Clerk's Office for ordinances Email: CPC@codepublishing.com passed subsequent to the ordinance cited above. City Website: http://santa-clarita.com/ Chapter 15.36 INDUSTRIAL WASTE Sections: Chapter 15.36 INDUSTRIAL WASTE Part 1. Permits Page 1 of 23 15.36.010 Discharge of Offensive or Damaging Substances Prohibited. 15.36.020 15.36.240 Construction of New Industrial Buildings—Information Required. 15.36.030 Successor in Interest or Revision—Application Fee. Construction of New Industrial Buildings—Building Permit Issuance Prerequisites. 15 36.031 Construction of Facilities Connecting to a STEP System—Information Annual Inspection Fee—Scheduling and Billing. 15.36.260 and Building Permit Prerequisites. 15.36.040 Permit to Discharge Industrial Waste—Issuance Conditions. 15.36.050 Classes of Business, Processes and Industries for Plan Review and Change of Facts—Notification to City Engineer. 15.36.060 Inspection Fee. 15.36.265 Revised Permit—Application Required When. 15.36.065 Wastewater Sampling and Analysis Fee. Expiration of Application. 15.36.070 Grant or Denial—Notice to Applicant. 15.36.080 15.36.280 Hearing—Time Limit for Request. 15.36.090 Annual Hearing—Notice Requirements. 15.36.100 Analysis Fee and Hearing—Conduct—City Determination Authority. 15.36.110 Failure to Obtain Permit Deemed Violation When. 15.36.120 Successor in Interest—New Permit Required. 15.36.125 Interim Permit—Ongoing Discharge. 15.36.130 Permit Not Transferable from One Location to Another. 15.36.135 Monitoring and Sampling—Pre-notification. 15.36.140 Notice to Correct Violations. 15.36.150 Investigation of Complaints—Correction of Violations. 15.36.160 Suspension of Permit—Conditions. 15.36.170 Suspension of Permit—Notice. 15.36.180 Discontinuance of Discharge or Deposit Required When. 15.36.190 Rights of Permittee Following Notice of Violation or Suspension. 15.36.200 Reinstatement of Suspended Permit. 15.36.210 Revocation of Permit—Recommendation by Engineer. 15.36.220 Cancellation of Permit—Conditions. Part 2. Fees and Deposits 15.36.230 Industrial Waste Disposal Permit—Application Fee—Schedule. 15.36.240 Successor in Interest or Revision—Application Fee. 15.36.245 Industrial Waste Plan Review—Fee Schedule. 15.36.250 Annual Inspection Fee—Scheduling and Billing. 15.36.260 Classes of Business, Processes and Industries for Plan Review and Inspection Fee. 15.36.265 Wastewater Sampling and Analysis Fee. 15.36.270 Miscellaneous Services—Fees. 15.36.280 Annual Inspection Fee—Wastewater Sampling and Analysis Fee and Chapter 15.36 INDUSTRIAL WASTE Page 2 of 23 Miscellaneous Service Fee—Payment Time—Penalties for Delinquency. 15.36.290 Annual Inspection Fee—Refund Conditions. 15.36.295 Annual Review of Fees. Part 3. Discharge to Public Sewers 15.36.300 Application of Part 3 Provisions. 15.36.310 Permit—Required When. 15.36.320 Permit—Application Forms—Information Required. 15.36.330 15.36.580 Permit—Issuance Conditions. 15.36.340 Facilities Not Required When. Determination of Type of Liquid Waste. 15.36.350 Pretreatment—Plans Prerequisite to Permit Issuance When. 15.36.360 Permit—Revocation Conditions. 15.36.365 Separation of Domestic and Industrial Wastes. Public Participation—Notification of Significant Violations. 15.36.370 Disconnection Following Permit Revocation. 15.36.380 15.36.620 Pretreatment—Standards and Criteria. 15.36.390 Inspection and Testing. Rainwater Diversion Systems—Authorized When. 15.36.400 Deposit of Certain Substances Prohibited. 15.36.402 of Entry for National Categorical Pretreatment Standards (NCPS)—Compliance. 15.36.404 Compliance With Local Limits. 15.36.410 Toxic Substances. 15.36.420 Control of pH. 15.36.430 Temperature Restrictions. 15.36.440 Cooling Water. 15.36.450 Ground Garbage. Part 4. Other Methods of Disposal 15.36.460 Applicability of Part 4 Provisions. 15.36.470 Depositing or Discharging Wastes Prohibited Without Permit. 15.36.475 Maintenance of Existing, Nonused Facility for Industrial Waste Pretreatment—Standards and Criteria. 15.36.580 Deposit, Discharge or Storage. 15.36.480 Facilities Not Required When. Permit—Not Required When. 15.36.490 Permit—Application—Form and Contents. 15.36.500 Permit—Plans Required with Application When. 15.36.510 Separation of Domestic and Industrial Wastes. Use of Public Property—Permit Required When. 15.36.520 Notification of Public Agencies Required. 15.36.530 15.36.620 Investigation by City Officers and Departments. 15.36.540 Inspection and Testing. Deposits creating Menace to Public Health—Notice Requirements. 15.36.550 Permit Issuance Conditions. Part 5. Treatment Plants and Facilities 15.36.560 Installation—Required When. 15.36.570 Pretreatment—Standards and Criteria. 15.36.580 Facilities Not Required When. 15.36.590 Installation—Access of Inspection and Maintenance. 15.36.600 Separation of Domestic and Industrial Wastes. 15.36.610 Operation and Maintenance. 15.36.620 Inspection and Testing. 15.36.630 Right of Entry for Inspection Authorized When. Chapter 15.36 INDUSTRIAL WASTE Page 3 of 23 15,36.640 Owner's Safety Regulations—Compliance by Inspector. 15.36.650 Test Manholes or Other Structures. Part 1. Permits 15.36.010 Discharge of Offensive or Damaging Substances Prohibited. A person shall not discharge or deposit or cause or suffer to be discharged or deposited at any time or allow the continued existence of a deposit of any material which may create a public nuisance, or menace to the public health or safety, or which may pollute underground or surface waters, or which may cause damage to any stormdrain channel or public or private property. (Ord. 90-18, 7/24/90) 15.36.020 Construction of New Industrial Buildings—Information Required. Every person applying for a permit pursuant to the provisions of the Building Code for construction of a new industrial building or for an addition or alteration to an existing industrial building shall furnish to the City Engineer such plans, information, data, statements or affidavits as the City Engineer may require for determination of the nature and quantity of industrial waste involved and the facilities to be provided for the disposal thereof. (Ord. 90-18, 7/24/90) 15.36.030 Construction of New Industrial Buildings—Building Permit Issuance Prerequisites. An application for a permit pursuant to the Building Code to construct a new industrial building or for an addition or alteration to an existing industrial building will not be approved until provision has been made for the installation of such pretreatment facilities and disposal methods or both as, in the opinion of the engineer, are necessary to carry out the provisions and intent of this Division 2. (Ord. 90-182 7/24/90) 15.36.031 Construction of Facilities Connecting to a STEP System— Information and Building Permit Prerequisites. Every person applying for a permit pursuant to the provisions of the Building Code or the Plumbing Code for the construction of any facility to be connected to a STEP pressure sewer system, shall furnish to the engineer such plans, information, data, statements or affidavits as the engineer may require for the determination of the nature and quantity of wastewater involved, the facilities to be provided for the disposal thereof, and the structures or means necessary for the protection of such facilities. An application for a permit pursuant to the Building or Plumbing Codes for facilities to be connected to a STEP pressure sewer system will not be approved until provision has been made for the installation of such pretreatment facilities, including protective means and structures for those facilities, as in the opinion of the City Engineer or his designated agent are necessary to carry out the provisions and intens of this Division 2. The application also will not be approved until a letter of credit, cash deposit, performance bond, or other form of security acceptable to the City Engineer or his designated agent, accompanied by a right of entry release, to assure the completion of the pretreatment facilities and their protective means or structures has been received by the City Engineer or his designated agent. (Ord. 90-18, 7/24/90) 15.36.040 Permit to Discharge Industrial Waste—Issuance Conditions. Chapter 15.36 INDUSTRIAL WASTE Page 4 of 23 A. The Director may issue a permit containing limitations or conditions, or both, in addition to those recommended by the City, or may modify an existing permit by the addition of or elimination of such conditions and limitations as may be necessary to accomplish the of this Division 2; but in a permit covering the discharge deposit or disposal of wastes other than to the public sewer he shall include all limitations and conditions recommended by the City. B. Permits for the discharge of industrial wastes to a public sewer shall state the maximum permissible rate of discharge. C. The Director may impose a permit expiration date not to exceed a term of five years where the Director determines such a date is necessary to insure compliance with all applicable laws and regulations governing the disposal of industrial wastes. Application for renewal of such a permit shall be made not later than 180 days prior to the expiration date of the existing permit. (Ord. 90-18, 7/24/90) 15.36.050 Change of Facts—Notification to City Engineer. Every person having a permit issued pursuant to this chapter either automatically or otherwise within five days shall notify the City Engineer in writing of any change in any facts which are required to be stated in an application for a permit. (Ord. 90-18, 7/24/90) 15.36.060 Revised Permit—Application Required When. A permittee shall submit to the City Engineer an application for revised industrial waste disposal permit and obtain approval prior to effecting any of the following waste -discharge conditions: A. Change in method of disposal; B. Change in disposal point for nonsewered discharge; C. Change in discharge volume affecting treatment or storage facilities; or D. Change in character of the waste discharge. (Ord. 90-18, 7/24/90) 15.36.065 Expiration of Application. An application for an industrial waste disposal permit for which no permit is issued within 180 days following the date of application submittal shall expire by limitation. The application and other information submitted may thereafter be returned to the applicant or destroyed. The Director may extend the time for action by the applicant for a period not to exceed 180 days upon written request by the applicant showing that circumstances directly related to the processing of the application but beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit all necessary application forms and other data and pay a new application fee and plan review fee. (Ord. 90-18, 7/24/90) 15.36.070 Grant or Denial—Notice to Applicant. A. The City Engineer shall either grant or deny a permit within 30 days after all fees, as provided in this Division 2, have been paid and upon the receipt of the application complete with all supplemental data. B. The City Engineer shall immediately notify the applicant whenever the engineer grants a permit, denies a permit, grants a permit subject to special conditions or limitations, or adds to or eliminates any conditions or limitations of an existing permit. (Ord. 90-18, 7/24/90) 15.36.080 Hearing—Time Limit for Request. Chapter 15.36 INDUSTRIAL WASTE Page 5 of 23 Within 30 days after receipt of notice of denial of a permit, granting of a permit subject to conditions or limitations, or the addition of conditions or limitations to an existing permit, the applicant or permittee may file with the City a written demand for a public hearing. If the applicant or permittee does not do so, he or she shall be deemed to have consented to the action of the City Engineer, and such action shall be final. (Ord. 90-18, 7/24/90) 15.36.090 Hearing—Notice Requirements. Within 30 days after application for a hearing has been requested, the City shall give notice of the time and place of public hearings to the applicant or permittee and the City Engineer, at least 10 days in advance of the date set for such hearing. (Ord. 90-18, 7/24/90) 15.36.100 Hearing—Conduct—City Determination Authority. After a public hearing before the City Council requested by an applicant or a permittee, the City may: A. Confirm the action of the City Engineer in denying a permit or issuance of a permit subject to special conditions and limitations; B. Instruct the City Engineer to issue a permit without conditions or limitations, or with such special conditions and limitations as the Council may designate; C. Continue suspension of an existing permit invoked by the City Engineer pending correction of objectionable conditions by the permittee; D. Remove the suspension of an existing permit invoked by the City Engineer pending correction of objectionable conditions by the permittee; E. Deny that objectionable conditions exist and reinstate an existing permit; F. Revoke an existing permit on any of the following grounds: 1. Failure of the permittee to correct conditions as required by the City Engineer, 2. Conditions which would justify the denial of a permit, 3. Fraud or deceit was employed in the obtaining of a permit, 4. Any other violation of this Division 2 or of any permit, license or exception granted hereunder. (Ord. 90-18, 7/24/90) 15.36.110 Failure to Obtain Permit Deemed Violation When. A person who is required to, but does not have a permit and who has been notified by the City Engineer that he or she is required to obtain a permit pursuant to the provisions of this Division 2 shall immediately submit to the City Engineer an application and fee as required by this Division 2 for such permit, and shall rectify and cure all such violations. Failure to do so shall constitute a willful violation of this Division 2. (Ord. 90-18, 7/24/90) 15.36.120 Successor in Interest—New Permit Required. The successor in title or interest of a premises for which a permit had previously been granted shall file with the engineer a new permit application, in accordance with the provisions of Section 15.36.310 or Section 15.36.480, within 30 days after assumption of such title or interest, and shall furnish plans and data as may be required by the City Engineer. If it appears from the application and data that the succeeding operation and disposal practices comply with the provisions of this Division 2, the City Engineer, upon receipt of the fees hereinafter required, shall issue such permit. (Ord. 90-18, 7/24/90) Chapter 15.36 INDUSTRIAL WASTE Page 6 of 23 15.36.125 Interim Permit—Ongoing Discharge. Upon receipt of an application for a permit for an ongoing discharge, an interim permit may be issued by the Director to allow the continuation of such discharge during the application review period, subject to conditions to be imposed by the Director, where the Director determines that the continuation of such discharge does not appear to be detrimental to the public health and safety. (Ord. 90-18, 7/24/90) 15.36.130 Permit Not Transferable from One Location to Another. Permits issued under this chapter are not transferable from one location to another, and discharge of wastes shall be made strictly in accordance with all provisions contained in the permit, at the location specifically designated therein. (Ord. 90-18, 7/24/90) 15.36.135 Monitoring and Sampling—Pre-notification. Any permittee required by the Director, by permit or otherwise, to engage in periodic monitoring or sampling of a discharge shall notify the Director by telephone at least 48 hours in advance of any monitoring or sampling to be done. Prior to the commencement of any sampling or monitoring, the Director may request that the discharger furnish the Director a split sample and all supporting data. Each discharger shall submit to the Director, certified under penalty of perjury by the permittee, its monitoring and sampling reports or other requested data. (Ord. 90-18, 7/24/90) 15.36.140 Notice to Correct Violations. A. The City Engineer may serve notice of violation upon the person owning or operating premises describing the conditions and requiring prompt correction thereof, when the engineer finds that: 1. Industrial waste, effluent, or any other material is being maintained, discharged or deposited in such a manner as to create, or if allowed to continue will create, any one or more of the following conditions: a. A public nuisance, b. A menace to the public safety, c. Pollution of underground or surface waters, d. Adverse effect or damage to any public sewer, storm drain, channel, or public or private property; or that: 2. the permittee has failed to conform with conditions or limitations of any permit issued in accordance with this Division 2; 3. the industrial waste disposal permit was issued in error, or on the basis of incorrect information supplied, or in violation of any ordinance, law or regulation. B. Failure to comply with such notice shall constitute a willful violation of this Division 2. (Ord. 90-18, 7/24/90) 15.36.150 Investigation of Complaints—Correction of Violations. Notwithstanding any exception mentioned in this Division 2, the City Engineer shall promptly investigate every complaint charging violation of any of the provisions of this Division 2, and shall take action to correct any violation discovered. (Ord. 90-18, 7/24/90) 15.36.160 Suspension of Permit—Conditions. When the conditions described in Section 15.36.140 are so aggravated that Chapter 15.36 INDUSTRIAL WASTE Page 7 of 23 immediate cessation of operation is necessary and the City Engineer so finds, the engineer shall suspend the permit. The engineer shall serve notice of such suspension on the permittee. The City may also suspend a permit if objectionable conditions listed in a notice to correct, served in accordance with Section 15.36.140, are not corrected within the time specified in such notice. (Ord. 90-18, 7/24/90) 15.36.170 Suspension of Permit—Notice. The City Engineer shall immediately notify the permittee of suspension of permit or recommendation to the City that such permit be revoked, or both. (Ord. 90-18, 7/24/90) 15.36.180 Discontinuance of Discharge or Deposit Required When. A person whose permit has been suspended, or who has been notified of violation as provided in this Division 2, shall immediately discontinue the deposit or discharge of industrial waste, sewage, or effluent, or use of any described facility, and shall not resume such deposit or discharge, or use of the described facility, until a permit has been issued or reinstated by the City Engineer or City as hereinafter provided. Failure so to do shall constitute willful violation of this Division 2. (Ord. 90-18, 7/24/90) 15.36.190 Rights of Permittee Following Notice of Violation or Suspension. Within the time specified in the notice of violation or suspension, the permittee shall: A. Correct and remedy the conditions so specified, to the satisfaction of the engineer; or B. File with the City a denial that all of the conditions so specified exist, request a public hearing, and correct the conditions which the permittee admits do exist; or C. File with the City a denial that any of the conditions so specified exist and request a public hearing. (Ord. 90-18, 7/24/90) 15.36.200 Reinstatement of Suspended Permit. The City Engineer shall reinstate a suspended permit when all violations are corrected and all fees required by this Division 2 have been paid. (Ord. 90-189 7/24/90) 15.36.210 Revocation of Permit—Recommendation by Engineer. The City Engineer may recommend to the Council that a permit be revoked. (Ord. 90-18, 7/24/90) 15.36.220 Cancellation of Permit—Conditions. A. A person owning or operating premises containing industrial waste treatment or disposal facilities operated under a valid permit issued under the provisions of this Division 2 may file a written request with the City Engineer to cancel such permit upon termination of operations. Upon receipt of such a request, the engineer shall investigate and cancel the permit if the engineer determines that: 1. All industrial -waste producing operations have ceased; 2. Any industrial waste treatment facilities have been rendered inoperable to prevent further use; 3. All permits to abandon or disconnect, as may be required by the Plumbing Code, have been obtained; 4. Any industrial wastes remaining on the premises have been removed to Chapter 15.36 INDUSTRIAL WASTE Page 8 of 23 a legal point of disposal; 5. All fees required by this Division 2 due up to the date of request for cancellation have been paid. B. Should the City Engineer deny a request for a permit cancellation, the owner or operator of any facilities required by the permit shall maintain these facilities in good operating condition and pay all fees required by this Division 2 to maintain a valid permit. (Ord. 90-18, 7/24/90) Part 2. Fees and Deposits 15.36.230 Industrial Waste Disposal Permit—Application Fee—Schedule. The City shall collect a permit application fee, as set forth in the schedule below, for each application received. Such fee shall be separate and apart from any fee or deposit collected for industrial waste plan review or imposed under provisions of the Plumbing Code or other City ordinance or regulation, or by reason of any license, agreement or contract. Such application fee shall not be refundable even though the application be denied, except as provided in Section 15.28.060. (Ord. 90-18, 7/24/90) Permit Industrial Waste Disposal Permit Type Sewer Disposal On-site Disposal Off-site Disposal Fee Schedule Fee New Revised Permit Permit $177 $115 277 167 263 158 15.36.240 Successor in Interest or Revision—Application Fee. The application fee for a permit application by a successor in interest where the Director finds that the succeeding operation is essentially the same as the preceding permitted operation in quantity, strength and method of disposal for industrial wastes generated, shall be the amount set forth in Section 15.36.230 for permit revision. (Ord. 90-18, 7/24/90) 15.36.245 Industrial Waste Plan Review—Fee Schedule. The Director shall collect a plan review fee as set forth in the schedule below, for each set of plans received for any single site or location. Such fee shall be separate and apart from any fee or deposit collected for any permit or inspection or imposed by any other City ordinance or regulation. Such plan review fee shall be applied to any submittal required by the Director pursuant to this Division and shall not be refundable even though the submittal be rejected or the project terminated except as provided in Section 15.28.060. (Ord. 90-18, 7/24/90) Plan ReviewFee Schedule Sewer Fee class New Revision $268 $210 335 258 Disposal Method On-site Off-site New Revision New Revision $363 $282 $292 $210 454 349 359 258 Chapter 15.36 INDUSTRIAL WASTE Page 9 of 23 3 421 325 579 445 454 325 4 464 359 641 492 502 359 5 679 521 947 731 741 521 6 870 669 1224 942 951 669 The Director may impose a reinstatement fee of one-half of the plan review fee if the applicant fails to correct any plans or submittal upon written notice of correction or request for additional information by the Director after three attempts have been made to gain such correction. (Ord. 90-18, 7/24/90) 15.36.250 Annual Inspection Fee—Scheduling and Billing. A. For each Industrial Waste Disposal Permit issued by the Director an annual inspection fee as determined by the schedule below and Section 15.36.360, Table I, shall be due and payable to the Director annually, in advance on a billing date to be determined by the Director. (Ord. 90-18, 7/24/90) Inspection Fee Class Fee A $92 B 184 C 275 D 367 E 551 M 1102 B. Immediately upon issuance of anew permit the permittee shall be billed a percentage of the above inspection fee, determined by the days remaining in the billing period, as scheduled below: Days Remaining in Percent of Billing Period Fee Due 1 -60 0% 61 -120 25% 121 -210 50% 211 -300 75% 301 -365 100% C. The annual inspection fee shall be increased by an additional $138.00 for each approved rainwater diversion system. (Ord. 90-18, 7/24/90) 15.36.260 Classes of Business, Processes and Industries for Plan Review and Inspection Fee. Plan review and inspection classes shall be established in accordance with Table I. The classes for any business, process, industry or residential STEP system Chapter 15.36 INDUSTRIAL WASTE Page 10 of 23 connection not listed in Table I shall be determined by the Director using Table I as a guide. Table Ran Review Aircraft Class C Agricultural Production, 3 C Food Processing and Handling 2 D Animal slaughtering (except fowl) 3 D Bakery plants 2 C Beverages, canning and bottling 2 C Breweries, wineries 3 D Canned and preserved fruits and vegetables 3 B Cold storage and refrigeration plants 1 A Dairies and dairy products 2 D Food markets 1 A Frozen foods 2 B Hydroponic farms 2 B Poultry 3 E Prepared meat, poultry and fish products 2 C Public eating places and plant cafeterias, (including 1 A STEP system connection) Rendering 3 C Sugar and confectionery products 1 A Vegetable fats and oils 2 B Vegetable packing 3 D Mining, Manufacturing and Processing Aircraft 3 C Aircraft engines, parts and accessories 3 C Ammunition and explosives 2 D Asphalt and asphalt products 4 E Battery manufacturing, servicing and reclaiming 3 E *NCPS facilities 4 M Blast furnaces, steel works, rolling and finishing 4 E mills *NCPS facilities 5 M Carpet mills with dyeing 4 D *NCPS facilities 5 E Carpet mills without dyeing 1 A Inspection Class r Chapter 15.36 INDUSTRIAL WASTE Cement manufacturing 3 B Ceramics 2 D Chemical Milling 5 E *NCPS facilities 6 M Chemical Plants 5 E *NCPS facilities 6 M Coating, electroplating, engraving and related 4 E services *NCPS facilities 5 M Concrete batch plants 2 D Cut stone and stone products 2 A Electric power generation plants except waste to 3 B energy facilities *NCPS facilities 4 E Enameled products 2 B *NCPS facilities 4 E Guided missiles, space vehicles, space vehicle 4 D propulsion units and propulsion unit parts Iron and steel foundries and heat treating 4 D *NCPS facilities 5 E Linoleum, asphalt -felt -base and other hard -surface 2 B floor covering Metal fabrication (no chemical wastes) 1 B Metals - with chemical wastes (not otherwise 1 A classified) *NCPS facilities 4 E Metals - with no chemical wastes (not otherwise 1 B classified) Motor vehicle parts and accessories 2 B Motor vehicles, vehicle bodies and trailers 3 B Musical instruments (metal) 2 C Non metals - with chemical wastes (not otherwise 3 D classified) *NCPS facilities Non metals - with no chemical wastes 4 E (not otherwise classified) 1 A Oil field production *NCPS facilities 2 C Paint manufacturing 3 D Page 11 of 23 Chapter 15.36 INDUSTRIAL WASTE *NCPS facilities 3 D Paper manufacturing 4 E *NCPS facilities 3 C Paper products 4 E *NCPS facilities 2 B Pesticides 4 2 *NCPS facilities 4 D Petroleum refining and processing 5 E *NCPS facilities 6 M Pharmaceuticals 4 D *NCPS facilities 5 E Photographic equipment and supplies 2 C Pottery, china, earthenware porcelain and related 2 C products Primary smelting and refining of nonferrous metals 3 B *NCPS facilities 4 E Printed circuit boards 4 E *NCPS facilities 5 M Quarrying and rock crushing 4 D Railroad equipment 2 B Rolling, drawing and extruding nonferrous metals 2 C *NCPS facilities 3 D Quarrying and rock crushing 4 D Railroad equipment 2 B Rolling, drawing and extruding nonferrous metals 2 C *NCPS facilities 3 D Rubber and plastic products 3 C *NCPS facilities 4 E Sand and gravel washing and screening 3 D Secondary smelting and refining of nonferrous 2 C metals *NCPS facilities 3 D Semiconductor and related device 3 D *NCPS facilities 4 E Silverware, plateware and stainless steelware 4 E *NCPS facilities 5 M Spray -painting shops 1 A Page 12 of 23 Chapter 15.36 INDUSTRIAL WASTE Steel springs manufacturing 3 E 'NCPS facilities 4 M Tanning and wool pulling 3 D `NCPS facilities 4 E Textile mills, treating and dyeing 4 D 'NCPS facilities 5 E Wood fabrication (no chemical wastes) 1 A Retail Trade and Services (Including STEP system connections) Airports, flying fields and airport terminals services 1 B Automotive repair 1 C Bottle and can washing 2 B Car wash 1 C Chemical laboratories 1 B Cleaners, retail 1 B Commercial laundries (not coin-operated) 2 B Cooperages 3 D Dry cleaning plants 2 D Firm processing plants 2 C Film processing, retail 1 A Kennels, dog and cat hospitals 1 A Marine Service 2 C Schools, churches and institutions 1 A Service stations -incidental car washing, repairs and 1 A maintenance Tank truck interior washing 2 D Truck repair and exterior washing 1 C Waste Disposal Facilities Cogeneration facilities (not otherwise classified) 1 C Hazardous waste treatment, recycling, storage and 1 M transfer facilities Injection wells, non -oilfield wastes (liquids) 3 M Landfill gas recovery facilities 6 M Liquid waste storage and transfer facilities, non- 4 E hazardous Page 13 of 23 Chapter 15.36 INDUSTRIAL WASTE Open facilities, not used Solid waste transfer, recycling and composting facilities Solid -Waste Incinerators Waste -to -energy facilities Residences connected to STEP system Residences (per septic tank) No Charge Page 14 of 23 I A No Charge Industries subject to National Categorical Pretreatment Standards (NCPS) and not regulated by a joint permit pursuant to Section 15.36.385, shall have fee amounts governed by the NCPS facility designations. Where an industry or process falls into more than one fee class category, the higher fee shall prevail unless the Director determines a lesser amount if appropriate. (Ord. 90-18, 7/24/90) 15.36.265 Wastewater Sampling and Analysis Fee. The Director may charge the discharger a fee of $138 for each analysis performed by or on behalf of the Director on wastewater samples taken from the discharger. (Ord. 90-18, 7/24/90) 15.36.270 Miscellaneous Services—Fees. The following fees, as set forth in Table II below, shall be paid before a review is made, approval is granted, inspection is made, operation is allowed or remedial action is implemented: Service Fee Inspection of pretreatment facility pursuant to Section 15.36.220 $92 Review of site remedial investigation and clean-up plan to correct unauthorized release of industrial waste, initial deposit 48 Additional site remedial investigation and clean-up plan review and approval, per 48 hour Inspections outside of normal business hours, per hour 79 Inspection for which no fee specifically indicated 138 Additional plan review or revisions of previously approved plans, per hour 48 (Ord. 90-18, 7/24/90) 15.36.280 Annual Inspection Fee—Wastewater Sampling and Analysis Fee and Miscellaneous Service Fee—Payment Time—Penalties for Delinquency. All inspection fees required by Section 15.36.250 or Section 15.36.270 of this Code, wastewater sampling and analysis fees required by Section 15.36.265 and applicable miscellaneous fees required by Section 15.36.270 shall be due and payable on the billing date as established by those sections or by the due date indicated on any invoices issued. Fees not paid within 30 calendar days from the Chapter 15.36 INDUSTRIAL WASTE Page 15 of 23 billing date shall be considered delinquent. Delinquent fees shall be subject to a 10 -percent penalty fee for each 30 -day period beyond the billing date that the fee is due. Permits for which the inspection fee is delinquent for 90 days or more are subject to suspension as provided in Section 15.36.160. (Ord. 90-18, 7/24/90) 15.36.290 Annual Inspection Fee—Refund Conditions. Upon cancellation of permit pursuant to Section 15.36.220 and upon written request of the permittee, the City Engineer shall refund a portion of the annual inspection fee as determined from the table below: Days From Previous Billing Date Percent Required 1 -60 75% 61 -150 50% 151 -240 25% 241 or more 0% (Ord. 90-18, 7/24/90) 15.36.295 Annual Review of Fees. Beginning on July 1, 1990, and thereafter on each succeeding July 1, the amount of each fee in this Division shall be adjusted as follows: calculate the percentage movement between April of the previous year and March of the current year in the Consumer Price Index (CPI) for all urban consumers in the Los Angeles, Anaheim, Riverside areas as published by the United States Government Bureau of Labor Statistics, adjust each fee by said percentage amount and round off to the nearest one (1) dollar. Notwithstanding the foregoing, no such adjustment shall decrease any fee, and further, no fee shall exceed the reasonable cost of providing the services for which the fee is collected. (Ord. 90-18, 7/24/90) Part 3. Discharge to Public Sewers 15.36.300 Application of Part 3 Provisions. The provision of this Part 3 of Chapter 15.36 shall pertain to the disposal of industrial waste to the public sewer only. (Ord. 90-18, 7/24/90) 15.36.310 Permit—Required When. A. A person shall obtain a permit from the engineer prior to the discharge of industrial waste to public sewer. B. The City Engineer shall not grant such a permit unless the engineer finds that sufficient capacity exists in the public sewer to allow for such industrial waste, as determined by the requirements of Section 15.32.070. C. A separate permit shall be required for each connection discharging industrial wastes to the public sewer. D. For the purpose of this Section, discharges resulting from garbage grinders powered by motors of the one horsepower or less, and grease interceptors installed in restaurants in accordance with the provision of the Plumbing Code where such facilities are not required by other provisions of this Division 2, are not considered to be industrial waste discharges. E. A person shall obtain a permit from the City Engineer to maintain an existing but nonused industrial waste connection to the public sewer. The annual inspection Chapter 15.36 INDUSTRIAL WASTE Page 16 of 23 fee for such permit shall be the same as that for Inspection Fee Class A. The connection shall be removed upon the expiration or revocation of such permit pursuant to the criteria established by Section 15.36.220. (Ord. 90-18, 7/24/90) 15.36.320 Permit—Application Forms—Information Required. A. The Director shall provide printed application forms for the permit required by this Part 3, indicating thereon the information to be furnished by the applicant. In conjunction therewith, the applicant may be required to furnish the following: 1. The name and address of the applicant; 2. The name and address of the discharger; 3. The address or location of the premises where the discharge will take place; 4. The Standard Industrial Classification (SIC) of the discharger; 5. Information with respect to constituents and discharged, including but not limited to, those referred to in this Part 3. Sampling and analysis shall be performed in accordance with procedures established by the EPA pursuant to Section 304(g) of the Act and contained in 40 CFR, Part 136, as amended, and by laboratories certified by the State of California. In the absence of a state certification the Director may certify a laboratory to perform necessary sampling and analysis; 6. Time and duration of the proposed discharge or discharges; 7. Average daily and 5 -minute peak wastewater flow rates, including daily, monthly and seasonal variation, if any; 8. Each by-product waste of the discharges by type, amount and rate of production; 9. Site plans, floor plans, mechanical and plumbing plans and details to show all sewers, storm drains, connections and appurtenances by their size, location and elevation; 10. Description of activities, facilities and plant processes on the applicant's premises including all pollutants which could be discharged; 11. Detailed plans showing pretreatment facilities, sampling facilities, uncontrolled discharge containment facilities, and operating procedures; 12. Identification of the nature and concentration of any pollutant located at the premises of the discharger (and/or application if different) if the pollutant is prohibited from discharge under this Part 3, or any proposed discharge which is regulated by any applicable local limit, plus a statement specifying whether the specific limitations set forth in said local limits are being met, and if not, what Operation and Maintenance (O&M) or pretreatment is proposed by the discharger to cause compliance; 13. The shortest time scheduled by which the discharger shall provide the necessary additional pretreatment or O&M, if additional pretreatment or O&M will be required to meet the regulations in this Division 2. Any completion date in such a proposed schedule shall not be later than the compliance date established by the reporting increments in progress in the form of dates for commencement and completion of major events leading to the construction and operation of additional pretreatment necessary for the discharger to meet the applicable regulation (e.g., hiring an engineer, completing preliminary and final plans, executing contract for major components, commencing construction, completing construction; 14. Each product of the discharger by type, amount, and rate of production; 15. Type and amount of raw materials processed by the discharger (average and maximum per day); 16. Number of employees, hours of operation of plant, and hours of Chapter 15.36 INDUSTRIAL WASTE Page 17 of 23 operation of the proposed pretreatment system; 17. Copies of any current NPDES permit, South Coast Air Quality Management District permit, Regional Water Quality Control Board permit, Fire Department business plan, Health Department license and State Department of Health Services permit for the subject premises; 18. The name, business address, and motor vehicle driver's license number of the Authorized Representative; 19. Any other information deemed by the Director to be necessary to evaluate the permit application. The application shall be signed under penalty of perjury by the authorized representative of the discharger. (Ord. 90-18, 7/24/90) 15.36.330 Permit—Issuance Conditions. If it appears from the application and supporting information submitted for any permit required by this chapter that the proposed disposal complies with the provisions of this Division 2 and other applicable laws and ordinances, the City Engineer, upon receipt of the fees hereinafter required, shall issue such permit. (Ord. 90-182 7/24/90) 15.36.340 Determination of Type of Liquid Waste. Before granting an industrial waste disposal permit to any applicant, the City Engineer shall determine either that the waste is one which will not damage or destroy the public sewer, or cause an unwarranted increase in the cost of maintenance of the public sewer, or retard or inhibit the treatment of the sewage, or is one that can made acceptable by pretreatment. (Ord. 90-18, 7/24/90) 15.36.350 Pretreatment—Plans Prerequisite to Permit Issuance When. In event pretreatment or special facilities are required to make the waste acceptable as provided under the provisions of this Division 2, the applicant for an industrial waste disposal permit may be required to furnish plans showing the method of collections and pretreatment proposed to be used, and a permit shall not be issued until said plans or required modifications thereof have been checked and approved by the City Engineer. (Ord. 90-18, 7/24/90) 15.36.360 Permit—Revocation Conditions. By following the procedure set forth in Part I of this chapter, the City Engineer may recommend the revocation of and the City may revoke any permit if, after a public hearing, a public hearing is requested, or otherwise, after due investigation, the City finds: A. A failure of the permittee to correct conditions as required by the City Engineer; or B. Conditions which would justify the denial of a permit; or C. Fraud or deceit was employed in obtaining the permit; or D. Any other violation of this Section or of any conditions or any permit, including the one to be revoked, license or exception granted hereunder. (Ord. 90-18, 7/24/90) 15.36.365 Public Participation—Notification of Significant Violations. At least annually, the Director shall provide public notification, in the largest daily newspaper published in the municipality in which a POTW is located, of industrial users of the POTW which, during the previous 12 months, were significantly violating applicable pretreatment standards or other pretreatment requirements, as provided in Chapter 15.36 INDUSTRIAL WASTE Page 18 of 23 40 CRF 403.8. The Director need not provide such notification if a notice meeting all applicable EPA requirements has been published by the POTW Operator. The cost of such public notification shall be collected by the Director from the discharger causing such violation and/or notification. (Ord. 90-18, 7/24/90) 15.36.370 Disconnection Following Permit Revocation. If a permit is revoked, the City Engineer may disconnect from the public sewer any industrial connection sewer which was connected pursuant to such permit. (Ord. 90- 18, 7/24/90) 15.36.380 Pretreatment—Standards and Criteria. The City Engineer may establish uniform minimum standards and criteria for the application of such standards for pretreatment of specific industrial waste discharges. The provision of this Section shall not prohibit the City Engineer from requiring additional pretreatment to accomplish the objective of Section 15.36.330. (Ord. 90- 18, 7/24/90) 15.36.390 Rainwater Diversion Systems—Authorized When. The City Engineer may authorize the installation of a rainwater diversion system in lieu of roofing to prevent the discharge of stormwaters to the sewer system where roofing is impractical, in conflict with existing laws or regulations, may create a hazardous or unsafe working condition, or may cause undue hardship on the applicant, providing the City Engineer finds that: A. The applicant has applied for an industrial waste disposal permit and has submitted all plans and specifications of the proposed system; B. The system provides for continuous 24-hour protection to the public sewer system; C. The system meets minimum operational and component standards as may be established pursuant to Section 15.36.370; and D. Pollution of underground or surface waters, nor damage to any streets, gutters, storm drains, channels or any public or private property will not be caused by the diverted storm flows. (Ord. 90-18, 7/24/90) 15.36.400 Deposit of Certain Substances Prohibited. A person shall not place, throw or deposit or cause or permit to be placed, thrown or deposited in any public sewer or main -line sewer any dead animal, offal, or garbage, fish, fruit or vegetable waste, debris, cut roots, other solid matters, or materials or obstructions of any kind of such nature as shall clog, obstruct or fill such sewer, or which shall interfere with or prevent the effective use or operation thereof. A person shall not cause or permit to be deposited or discharged into any such sewer any water, or sewage, or liquid waste of any kind containing chemicals, fats, oils and grease (collectively referred to as FOG), tars or other matters in solution or suspension which may clog, obstruct or fill the same, or which may in any way damage or interfere with, or prevent the effective use thereof; or which may necessitate or require frequent repair, cleaning out, or flushing of such sewer to render the same operative, or which may obstruct or cause an unwanted increase in the cost of treatment of the sewage or which may introduce into a publicly owned treatment works any pollutant(s) which causes pass through or interference. Stormwater runoff shall not be discharged into a sanitary sewer. (Ord. 90-18, 7/24/90; Ord. 08-15 § 21 10/28/08) Chapter 15.36 INDUSTRIAL WASTE Page 19 of 23 15.36.402 National Categorical Pretreatment Standards (NCPS)—Compliance. Upon the promulgation of mandatory NCPS for any industrial subcategory, the NCPS, if more restrictive than limitations imposed by this Division, shall apply. The Director may impose a phased compliance schedule to insure that affected industries meet the NCPS. Failure to meet the phased compliance schedule may result in permit suspension or revocation. Those dischargers subject to NCPS shall comply with all reporting requirements in accordance with the General Pretreatment Regulations for Existing and New Sources of Pollution (Title 40, Code of Federal Regulations, Part 403). Facilities subject to this Division and regulated by joint permits issued in conjunction with other agencies may meet the requirements of this section as set forth in such joint permit and by furnishing such evidence of compliance as may be required by the Director. (Ord. 90-18, 7/24/90) 15.36.404 Compliance With Local Limits. No person shall introduce or cause to be introduced wastewater to the sewer system or a POTW that exceeds specific local limits which have been developed by the receiving POTW. Said local limits shall not apply where more restrictive limitations are imposed by permit or National Categorical Pretreatment Standards. (Ord. 90-18, 7/24/90) 15.36.410 Toxic Substances. All toxic chemical substances shall discharge into the public sewer. (Ord. be retained or rendered acceptable before 90-18, 7/24/90) 15.36.420 Control of pH. No person shall discharge acids or alkali materials into the public sewer until the pH has been controlled to a level not less than 6.0 nor at or higher than a level which the Director finds excessive. No discharge shall have any corrosive or detrimental characteristics that may cause injury to wastewater treatment, inspection or maintenance personnel or may cause damage to structures, equipment or other physical facilities of the public sewer system. (Ord. 90-18, 7/24/90) 15.36.430 Temperature Restrictions. A person shall not discharge into the public sewer effluent exceeding a temperature of 104 degrees Fahrenheit or which will exceed 104 degrees Fahrenheit at the point of entry into the POTW treatment plant. (Ord. 90-18, 7/24/90) 15.36.440 Cooling Water. No uncontaminated cooling water shall be discharged into a public sanitary sewer. (Ord. 90-18, 7/24/90) 15.36.450 Ground Garbage. Garbage resulting from the preparation of food may be discharged into the public sewer (but not into a STEP sewer system unless as septic tank effluent) if ground to a fineness sufficient to pass through a three-eighths inch screen. Excessive or unnecessarily large quantities of water shall not be used to flush ground garbage into the sewer. (Ord. 90-18, 7/24/90) Part 4. Other Methods of Disposal Chapter 15.36 INDUSTRIAL WASTE Page 20 of 23 15.36.460 Applicability of Part 4 Provisions. The provisions of this Part 4 shall pertain to the disposal, discharge or deposit of all industrial waste except where such wastes are discharged to a public sewer in accordance with the provisions of Part 3 of this chapter. (Ord. 90-18, 7/24/90) 15.36.470 Depositing or Discharging Wastes Prohibited Without Permit. A person shall not maintain a deposit of waste material, or discharge or deposit or cause or suffer to be discharged or deposited, except as otherwise provided in this Division 2, any waste material or effluent in or upon the City or into streams or bodies of surface or subsurface water, or storm drains, or flood control channels, where the same is deposited upon or may be carried through or upon the City without first securing, in the manner provided in this chapter, a permit from the engineer so to do, and at all times having an unrevoked permit therefor, unless otherwise exempted by the provisions of this chapter. (Ord. 90-18, 7/24/90) 15.36.475 Maintenance of Existing, Nonused Facility for Industrial Waste Deposit, Discharge or Storage. A person shall obtain a permit from the City Engineer to maintain an existing but nonused facility designed or formerly used for the deposit, discharge or storage of industrial wastes. The annual inspection fee for such permit shall be the same as that for Inspection Fee Class A. Exception: Such permit is not required when, to the satisfaction of the City Engineer, compliance with the permit cancellation criteria of Section 15.36.220 has been provided. (Ord. 90-18, 7/24/90) 15.36.480 Permit—Not Required When. No permit shall be required for the disposal of waste which consists only of domestic sewage into septic tanks, cesspools or seepage pits constructed pursuant to the provisions of the Plumbing Code. (Ord. 90-18, 7/24/90) 15.36.490 Permit—Application—Form and Contents. Any person requiring a permit under the provisions of this Part 4 shall make written application therefore to the City Engineer, giving such information as the City Engineer may require. The engineer shall provide printed application forms, indicating thereon the information to be furnished by the applicant. The City Engineer may require from the applicant, in addition to the information furnished on the printed form, any additional information including detailed plans and specifications which will enable the City Engineer to determine that the proposed discharge or deposit and plan of operation complies with the provisions of this Division 2 and other applicable laws and ordinances. (Ord. 90-18, 7/24/90) 15.36.500 Permit—Plans Required with Application When. A. The City Engineer may require that an application for a permit to dispose of industrial waste shall be accompanied by suitable plans showing the proposed method of collection, treatment and disposal, and a permit shall not be issued until said plans or required modification thereof have been checked and approved by the City Engineer. B. The City Engineer may submit the application or plans, or both, to any public agency for comment or recommendation. (Ord. 90-18, 7/24/90) 15.36.510 Use of Public Property—Permit Required When. Chapter 15.36 INDUSTRIAL WASTE Page 21 of 23 Whenever facilities for the discharge of industrial waste connect to structures, or encroach on the property or rights-of-way owned or controlled by a public agency, the City Engineer may either: A. Require that the applicant obtain a property -use permit, license, easement, or other right to use said properties prior to the issuance of a permit to dispose of industrial waste; or B. Issue such permit subject to the execution of a property -use permit, license, easement, or other right to use said properties. (Ord. 90-18, 7/24/90) 15.36.520 Notification of Public Agencies Required. Whenever an application for permit is filed, the City Engineer shall notify the health officer and such other departments as may be affected, and shall request a prompt reply containing their recommendations. Upon request, he shall secure from the applicant and furnish to the affected department or agency such additional plans or information as it may require, relative to such application. (Ord. 90-18, 7/24/90) 15.36.530 Investigation by City Officers and Departments. Whenever notified that an application for permit has been filed, the City Engineer and other City departments affected shall make such investigations as in their opinions are required. Such other departments shall, within 20 days of notification of the filing of the application, make and file reports of their investigations with the City Engineer. Such reports shall narrate all facts found, and shall recommend that the application be denied, or be granted in whole or in part, and if granted, subject to what conditions, if any. Such report may also disclaim interest in the application. (Ord. 90-18, 7/24/90) 15.36.540 Deposits creating Menace to Public Health—Notice Requirements. When the City finds that industrial waste or effluent, or any other material, is being discharged or deposited in such manner as to create a menace to the public health, the City may serve notice of violation upon the person owning or operating the premises, describing the conditions, and requiring the prompt correction thereof and shall so notify the City Engineer. (Ord. 90-18, 7/24/90) 15.36.550 Permit Issuance Conditions. The City Engineer shall issue a permit as required by this Division 2 if all of the following conditions have been met: A. All fees or deposits hereinafter required have been paid; B. Recommendations and conditions of the various City departments, as contained in their reports, if any, have been met. The City Engineer may waive this provision except as to the requirements of the City; C. The material to be discharged or deposited does not or will not, in the opinion of the City, constitute a potential public nuisance or menace to the public health and safety, and will not violate other provisions of the Health and Safety Code of the State of California; D. The material to be discharged or deposited does not or will not involve disposal of any toxic materials or chemicals in such manner as to cause pollution of any stream, watercourse, lake, or other body of water, or underground or surface water storage reservoir, either natural or artificial; E. The material to be discharged or deposited does not or will not damage or adversely affect any storm drain, channel, or any public or private property; F. Under existing circumstances and conditions it is necessary and reasonable Chapter 15.36 INDUSTRIAL WASTE Page 22 of 23 so to dispose of such waste matter. (Ord. 90-18, 7/24/90) Part 5. Treatment Plants and Facilities 15.36.560 Installation—Required When. Industrial waste treatment plants or facilities shall be installed whenever the City Engineer shall find as a fact that such facilities are required to safeguard the public health; prevent pollution of streams or bodies of surface or underground water; prevent pollution of water wells or storage reservoirs, either natural or artificial; prevent damage or increased maintenance costs in the sewerage system; prevent damage to public or private property; prevent a public nuisance; or to comply with applicable regulations of any other public agency. (Ord. 90-18, 7/24/90) 15.36.570 Pretreatment—Standards and Criteria. The City Engineer may establish uniform minimum standards and criteria for the application of such standards for pretreatment of specific industrial waste discharges. The provisions of this Section shall not prohibit the City Engineer from requiring additional pretreatment to accomplish the objective of Section 15.36.330 of this chapter. (Ord. 90-18, 7/24/90) 15.36.580 Facilities Not Required When. Installation of industrial waste treatment facilities may not be required if the engineer determines that: A. The waste is prohibited for discharge to the available systems by this Division 2 or other applicable ordinances or regulations; B. The affected industry has guaranteed to separately dispose of any objectionable waste to legal points of disposal; C. Adequate facilities are to be provided for the collection and containment of such wastes, and that provisions have been made to prevent intentional or accidental discharge of such wastes to the sewer system, ground surface, surface or underground water supplies, rivers, channels, storm drains, public streets or gutters; D. An application for industrial waste disposal permit has been filed in accordance with Part 4 of this chapter; and E. All fees required by this Division 2 have been paid. (Ord. 90-18, 7/24/90) 15.36.590 Installation—Access of Inspection and Maintenance. Interceptors or other industrial waste treatment plants or facilities shall be so installed and constructed that they shall be at all times easily accessible for inspection and maintenance. (Ord. 90-18, 7/24/90) 15.36.600 Separation of Domestic and Industrial Wastes. All domestic wastes from restrooms, showers, drinking fountains, etc., shall be kept separate from all industrial wastes until the industrial wastes have passed through any required pretreatment facilities. (Ord. 90-18, 7/24/90) 15.36.610 Operation and Maintenance. All industrial waste treatment plants or facilities or water pollution control plants, and all appurtenances thereto, existing as of the effective date of this Ordinance, or hereafter constructed under jurisdiction of this Division 2 shall be maintained, by the owner or person having jurisdiction of the property affected, in good operating condition and in a safe and sanitary condition at all times. All devices and safeguards Chapter 15.36 INDUSTRIAL WASTE Page 23 of 23 which are required by this Division 2 for the operation there of and all records of such operation, shall be maintained in good order. (Ord. 90-18, 7/24/90) 15.36.620 Inspection and Testing. The City Engineer shall make tests of industrial wastes, periodic inspections of water pollution control plants and industrial waste treatment plants or facilities to determine whether such treatment plants or facilities are maintained in accordance with the requirements of this Division 2. The City Engineer shall also make periodic tests on samples of sewage, industrial waste or effluents obtained at the point of discharge or deposit to determine whether such discharges or deposits are made in accordance with the provisions of this division. (Ord. 90-18, 7/24/90) 15.36.630 Right of Entry for Inspection Authorized When. A. The City Engineer shall be permitted at all reasonable hours to inspect water pollution control plants and industrial waste treatment plants or facilities, and to enter and inspect the place, enclosure or structure where industrial wastes or effluent are discharged or deposited. B. A person shall not refuse to permit, and shall not hinder or obstruct in any way, any reasonable inspection or investigation of such treatment plant or facilities or deposits or discharges by the engineer. (Ord. 90-18, 7/24/90) 15.36.640 Owner's Safety Regulations—Compliance by Inspector. Inspector shall comply with any special safety regulations brought to his attention by the owner or operator. (Ord. 90-18, 7/24/90) 15.36.650 Test Manholes or Other Structures. The City Engineer may require the installation of a test manhole or other structure through which all industrial waste shall pass. Said structure shall be so designed that flows may be measured and samples readily obtained therefrom. (Ord. 90-18, 7/24/90) TOC J F -K - > This page of the Santa Clarita Municipal Code is current through Code Publishing Company Ordinance 09-2, passed February 10, 2009. Voice: (206) 527-6831 Disclaimer: The City Clerk's Office has the official version of the Santa Clanta Fax: (206) 527-8411 Municipal Code. Users should contact the City Clerk's Office for ordinances Email: CPC@codepublishing.com passed subsequent to the ordinance cited above. City Website: http://santa-clarita.com/ ORDINANCE NO. 08-15 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA, CALIFORNIA, AMENDING CHAPTER 24.080 AND CHAPTER 36.400 OF TITLE 15, OF THE SANTA CLARITA MUNICIPAL CODE CONCERNING SANITARY SEWERS AND INDUSTRIAL WASTE WHEREAS, the City Council of the City of Santa Clarita has previously adopted Ordinance 90-18, Utilities, which gives effect to Title 15, Chapter 20 of the Santa Clarita Municipal Code which is regarding Sanitary Sewers and Industrial Waste; and WHEREAS, in May 2006 the State Water Resources Control Board issued statewide Waste Discharge Requirements (WDR) for sanitary sewer systems. The WDR requires public agencies who own a sanitary sewer system to develop and implement a sewer system management plan; and WHEREAS, the City of Santa Clarita is the owner of the sanitary sewer system and is responsible for complying with the WDR; and WHEREAS, as prescribed by the WDR, the owner of the sewer system must demonstrate through ordinances, service agreements, or other legally binding procedures that it possesses the aq legal authority to: Prevent illicit discharges into its sanitary sewer. • Require that sewers and connections be properly designed and constructed. • Ensure access for maintenance, inspection, or repairs for portions of the sewer maintained by the public agency. • Limit the discharge of fats, oils, grease, and other debris that may cause blockages. • Enforce any violation of its sewer ordinances; and WHEREAS, the City of Santa Clarita has contracted with the County of Los Angeles to perform industrial waste permitting, inspection, and enforcement consistent with federal law, state law, and the Santa Clarita Municipal Code. In addition, the City utilizes the Los Angeles County Sewer Maintenance Districts in order to maintain the sewer system; and WHEREAS, the existing sewer ordinance, Title 15, Division 2, Sanitary Sewers and Industrial Waste, pertains to these issues. Minor revisions are necessary to include language to make it consistent with the language contained in the WDR. THE CITY COUNCIL OF THE CITY OF SANTA CLARITA, CALIF_OR_NIA, DOES HEREBY ORDAIN AS FOLLOWS: ASECTION 1. That Section 15.24.080 is amended to read as follows: "15.24.080 Enforcement—City Engineer Powers. The City Engineer, or designee, shall enforce all the provisions of this Division 2, and for such I purpose shall have the powers necessary for such enforcement." SECTION 2. That Section 15.24.080 is amended to read as follows: "15.36.400 Deposit of Certain Substances Prohibited. A person shall not place, throw, or deposit, or cause or permit to be placed, thrown, or deposited in any public sewer or main -line sewer any dead animal, offal, or garbage, fish, fruit or vegetable waste, debris, cut roots, other solid matters, or materials or obstructions of any kind, of such nature, as shall clog, obstruct or fill such sewer, or which shall interfere with or prevent the effective use or operation thereof. A person shall not cause or permit to be deposited, or discharged into any such sewer any water, or sewage, or liquid waste of any kind containing chemicals, fats, oils and grease (collectively referred to as FOG), tars or other matters in solution or suspension, which may clog, obstruct, or fill the same, or which may in any way damage or interfere with, or prevent the effective use thereof; or which may necessitate or require frequent repair, cleaning out, or flushing of such sewer to render the same operative, or which may obstruct or cause an unwanted increase in the cost of treatment of the sewage or which may introduce into a publicly owned treatment works, any pollutant(s) which cause pass through or interference. Stormwater runoff shall not be discharged into a sanitary sewer." SECTION 3. This ordinance shall be in full force and effect thirty (30) days from its I passage and adoption. SECTION 4. The City Clerk shall certify to the passage of this Ordinance and shall cause the same to be published as required by law. PASSED, APPROVED AND ADOPTED this 28th day of October, 2008. ATTEST: CITY CLERK 2 0 r MR r STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES CITY OF SANTA CLARITA ) I, Sharon L. Dawson, MMC, City Clerk of the City of Santa Clarita, do hereby certify that the foregoing Ordinance No. 08-15 was regularly introduced and placed upon its first reading at a regular meeting of the City Council on the 14th day of October, 2008. That thereafter, said Ordinance was duly passed and adopted at a regular meeting of the City Council on the 28th day of October, 2008, by the following vote, to wit: AYES: COUNCILMEMBERS: NOES: COUNCILMEMBERS ABSENT: COUNCILMEMBERS: Ender, Weste, Ferry, McLean, Kellar None None AND I FURTHER CERTIFY that the foregoing is the original of Ordinance No. 08-15 and was published in The Signal newspaper in accordance with State Law (G.C. 402606). CITY CLERK j0/3(/-t>a Dated