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2025-11-25 - AGENDA REPORTS - UPDATE SSMP
O Agenda Item: 7 CITY OF SANTA CLARITA .` AGENDA REPORT CONSENT CALENDAR CITY MANAGER APPROVAL: DATE: November 25, 2025 SUBJECT: RESOLUTION APPROVING THE UPDATED SEWER SYSTEM MANAGEMENT PLAN (SSMP) DEPARTMENT: Public Works PRESENTER: Amalia Marreh RECOMMENDED ACTION City Council: 1. Adopt a resolution approving the updated Sewer System Management Plan. 2. Find that the Sewer System Management Plan is exempt from the California Environmental Quality Act pursuant to California Code of Regulations, Title 14, Chapter 3, Article 19, Class 1, Section 15301, Existing Facilities. 3. Authorize the City Manager, or designee, to make future minor updates as may be required by the State Water Resources Control Board that do not have a financial impact to the City, to comply with Waste Discharge Requirements. 4. Direct the City Clerk to record the certified original resolution in the Los Angeles County Registrar -Recorder's office. BACKGROUND On May 2, 2006, the State Water Resources Control Board (SWRCB) adopted the Statewide General Waste Discharge Requirement (WDR) for Sanitary Sewer Systems, Water Quality Order No. 2006-0003-DWQ. The WDR applies to all public agencies in California that own or operate sanitary sewer collection systems with more than one mile of sewer lines that convey untreated wastewater to a publicly owned treatment facility. One of the requirements of the WDR is that each covered agency prepare, certify, and implement a Sewer System Management Plan (SSMP). City of Santa Clarita (City) staff prepared and the City Council adopted the City's SSMP on May 26, 2009. The City Council recertified the SSMP on March 24, 2015. Page 1 Packet Pg. 273 O The SSMP describes the activities the City uses to manage its sanitary sewer collection system effectively and to reduce sewer overflows in a manner designed to minimize water quality impacts and potential nuisance conditions. On December 6, 2022, the SWRCB adopted an updated WDR to regulate wastewater collection system management as General Order No. 2022-0103-DWQ. It became effective on June 5, 2023, and superseded the previous State Water Resources Control Board Order No. 2006-0003- DWQ. Pursuant to the updated WDR, enrollees are required to present the SSMP to their governing board for re -adoption every six years following the date of its original approval or whenever there is any significant change in the document, as determined by the SWRCB. The City utilizes the services of Los Angeles County Department of Public Works Consolidated Sewer Maintenance District (County) for the maintenance and operation of the City's sewer system. As such, the City's SSMP was prepared in coordination with the County's SSMP. In accordance with the WDR, the updated SSMP incorporates all required elements, including identification of the City's legal authority, operation and maintenance program, pipe design and performance standards, overflow emergency response plan, system evaluation and capacity assurance plan, monitoring and audit program, and communication program. ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT There is no fiscal impact assocated with this action. ATTACHMENTS Resolution Sewer System Management Plan (available in the City Clerk's Reading File) Page 2 Packet Pg. 274 7.a RESOLUTION NO. 25- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA, CALIFORNIA, APPROVING THE UPDATED SEWER SYSTEM MANAGEMENT PLAN WHEREAS, on May 2, 2006, pursuant to its authority under California Water Code Section 13263, the State Water Resource Control Board (SWRCB) adopted the Statewide General Waste Discharge Requirements (WDR) to regulate sanitary sewer wastewater collection systems; and WHEREAS, on December 6, 2022, SWRCB adopted updated WDR No. 2022-0103- DWQ; and WHEREAS, the WDR applies to all public collection system agencies in California that own or operate collection systems with more than one mile of sewer lines that convey untreated wastewater to a publicly owned treatment facility; and WHEREAS, the WDR requires each agency to prepare, certify, adopt and implement a Sewer System Management Plan (SSMP) and review and revise the SSMP every six years or when significant changes are made to the SSMP; and WHEREAS, the SSMP describes the activities the City of Santa Clarita (City) uses to manage its sanitary sewer collection system effectively and to reduce sewer overflows in a manner designed to minimize water quality impacts and potential nuisance conditions; and WHEREAS, On May 26, 2009, City Council originally approved the Santa Clarita SSMP and approved recertification on March 24, 2015. City Council is being asked to approve the updated SSMP document to remain in compliance with the terms of the updated WDR No. 2022- 0103-DWQ. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA CLARITA, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. Approve the updated City's Sewer System Management Plan, and Authorize the City Manager or designee to make future minor updates, as may be required by the SWRCB, that do not have a financial impact to comply with WDR. SECTION 2. The City Clerk shall certify to the adoption of this resolution. Page 1 of 2 Packet Pg. 275 7.a PASSED, APPROVED, AND ADOPTED this day of 2025. MAYOR ATTEST: CITY CLERK DATE: STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) ss. CITY OF SANTA CLARITA ) I, Mary Cusick, City Clerk of the City of Santa Clarita, do hereby certify that the foregoing Resolution No. 25- was duly adopted by the City Council of the City of Santa Clarita at a regular meeting thereof, held on the day of 2025, by the following vote: AYES: COUNCILMEMBERS: NOES: COUNCILMEMBERS: ABSENT: COUNCILMEMBERS: CITY CLERK Page 2 of 2 Packet Pg. 276 City of Santa Clarita Sewer System Management Plan 0 SXNT4 May 2, 2025 Table of Contents Preface.......................................................................................................................................... 1 1.0 Goal and Introduction........................................................................................................ 2 1.1 Regulatory Context........................................................................................................... 2 1.2 Sewer System Management Plan Update Schedule.......................................................... 3 1.3 Sewer System Asset Overview......................................................................................... 3 CIWQSIdentification................................................................................................... 3 1.4 Definitions and Abbreviations.......................................................................................... 3 2.0 Organization.................................................................................................................... 13 2.1 Name of Legally Responsible Official............................................................................ 13 2.2 Organization Chart .......................................................................................................... 13 2.3 Contact Information................................................................................................................... 13 2.4 Description of CSMD Responsibilities.................................................................................... 14 2.5 Key Support Divisions within City........................................................................................... 15 2.6 Chain of Communication for SSO Reporting.......................................................................... 16 2.7 Spill Reporting Chain of Communication................................................................................ 16 3.0 Legal Authority............................................................................................................... 23 3.1 Legal Authority......................................................................................................................... 23 4.0 Operations and Maintenance Program............................................................................ 26 4.1 Up -to -Date Map of the Collection System...................................................................... 26 4.2 Preventative Maintenance Program.............................................................................. 30 4.3 Rehabilitation and Replacement Plan.......................................................................... 33 4.4 Accumulative Capital Outlay Program of the Consolidated Sewer Maintenance District(CSMD).......................................................................................................... 33 4.5 Equipment Maintenance and Replacement Policy........................................................ 34 4.6 Training for Field Operations Personnel and Contractors ........................................... 34 5.0 Design and Performance Provisions............................................................................... 35 5.1 Design and Construction Standards and Specifications ............................................... 35 5.2 Procedures and Standards for Inspection and Testing New and Rehabilitated Collection Sewer Facilities........................................................................................... 35 6.0 Spill Emergency Response Plan ...................................................................................... 36 6.1 Spill Emergency Response Procedure.......................................................................... 37 7.0 Blockage Control Program.............................................................................................. 42 7.1 Introduction................................................................................................................... 42 7.2 Implementation Plan and Schedule for Public Outreach ............................................. 44 7.3 Plan and Schedule for Disposal of FOG...................................................................... 44 7.4 Authority to Prohibit FOG Discharges and Identify Measures to Prevent FOGSpills.................................................................................................................... 45 CSC SSMP REV.5/1/2025 7.5 FOG Program Requirements and Design Standards .................................................... 45 7.6 Inspection and Enforcement Program.......................................................................... 47 7.7 Maintenance Program to Address FOG Issues............................................................ 48 7.8 Implementation of Source Control Measures to Address FOG Issues ......................... 48 8.0 System Evaluation Capacity Assurance and Capital Improvements ............................... 49 8.1 System Evaluation and Capacity Assurance................................................................ 50 8.2 Adequate Capacity and Design.................................................................................... 50 8.3 Capacity Assurance....................................................................................................... 51 8.4 Capacity Enhancement Plan ......................................................................................... 51 8.5 Capacity Improvement Plan......................................................................................... 52 8.6 Prioritization of Corrective Actions............................................................................. 53 9.0 Monitoring, Measurement, and Program Modifications................................................. 54 9.1 Monitoring....................................................................................................................54 9.2 SSMP Program Effectiveness Evaluation.................................................................... 54 9.3 Program Modifications................................................................................................. 54 9.4 Mapping of SSO Frequencies................................................................................................ 54 10.0 Internal Audits................................................................................................................. 55 10.1 SSMP Program Audit............................................................................................................ 55 10.2 SSMP Certification................................................................................................................ 55 10.3 SSMP Modification and Recertification............................................................................... 56 11.0 Communication Program................................................................................................ 57 12.0 CSMD and City Responsibilities under the WDR.......................................................... 60 CSC SSMP REV.5/1/2025 Appendices APPENDIX A Waste Discharge Requirements — Notice of Applicability, Continuation of Regulatory Coverage, Statewide Sanitary Sewer Systems General Order, 2022-01103-DWQ APPENDIX B List of staff responsible for implementing specific elements of the SSMP and inventory of Sewer Maintenance Districts Equipment APPENDIX C Location Map for Sewer Maintenance Districts Yards and Pump Stations and City of Santa Clarita Sewer Facilities APPENDIX D SSMP Audit Report APPENDIX E Not Used APPENDIX F Condition Assessment Program Report for City of Santa Clarita APPENDIX F1 SMD's CCTV Work Schedule and Summary of CCTV's Projects in CSMD Areas APPENDIX G Sanitary Sewer Overflow Response Instruction Manual APPENDIX H Not Used APPENDIX I Not Used APPENDIX J Not Used APPENDIX K Not Used APPENDIX L Not Used APPENDIX M Not Used APPENDIX N Santa Clarita Municipal Code, Title 20 APPENDIX O City of Santa Clarita Resolutions 88-142 and 89-16 APPENDIX P SSMP Recertification CSC SSMP REV.5/1/2025 Preface This Sewer System Management Plan (SSMP) has been prepared pursuant to the requirements of the State Water Resources Control Board (SWRCB) Order No. WQO-2022-0103-DWQ adopted on December 6, 2022, Statewide Waste Discharge Requirements General Order for Sanitary Sewer Systems (General Order). On May 2, 2006, the SWRCB adopted Statewide General Waste Discharge Requirements and Monitoring and Reporting Program (WDRs) 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: 1) the requirements that owners and operators of publicly -owned collection sewer systems a mile long or greater apply for coverage under the WDRs, 2) and that they develop and implement a Sewer System Management Plan (SSMP). In accordance with the first element of the WDRs, the City of Santa Clarita (City) filed a Notice of Intent Application form with the SWRCB on October 30, 2006. The City subsequently received a Username and Password for electronic access to the California Integrated Water Quality System (CIWQS) database. Within the database -reporting program, the City completed a "collection system questionnaire" and must continually file all subsequent updates and all required SSO reporting. In compliance with the second element, this document was prepared to meet the objectives contained in the WDRs order. The County of Los Angeles Consolidated Sewer Maintenance District (CSMD) provides operation and maintenance services for the City's sewer facilities; therefore, some components of the City's SSMP may be similar to those of the Sewer Maintenance Districts (Districts). This document is divided into 12 chapters, which closely align with the respective provisions contained in the WDRs. Every section or subsection of each chapter addresses one of the key elements of the SSMP directive. This document, in conjunction with other existing agency programs referenced herein, constitutes the City's SSMP. By implementing the procedures contained in this SSMP, the occurrence of SSOs should be minimized to the greatest extent practicable throughout the City's sanitary sewer collection system. CSC SSMP REVS/1/2025 1.0 Goal and Introduction The goal of the Sewer System Management Plan (SSMP) is to provide a plan and schedule to: (I) properly manage, operate, and maintain all parts of the Enrollee's sanitary sewer system(s), (2) reduce and prevent spills, and (3) contain and mitigate spills that do occur. The SSMP must include a narrative Introduction section that discusses the following items: L L Regulatory Context The SSMP Introduction section must provide a general description of the local sewer system management program and discuss SSMP implementation and updates. 1.2. Sewer System Management Plan Update Schedule The SSMP Introduction section must include a schedule for the Enrollee to update the SSMP, including the schedule for conducting internal audits. The schedule must include milestones for incorporation of activities addressing the prevention of sewer spills. 1.3. Sewer System Asset Overview The SSMP Introduction section must provide a description of the Enrollee -owned assets and service area, including but not limited to: • Location, including county(ies); • Service area boundary; • Population and community served; • System size, including total length in miles, length of gravity mainlines, length of pressurized (force) mains, and number of pump stations and siphons; • Structures diverting stormwater to the sewer system; • Data management systems; • Sewer system ownership and operation responsibilities between Enrollee and private entities for upper and lower sewer laterals; • Estimated number or percent of residential, commercial, and industrial service connections; and • Unique service boundary conditions and challenge. Additionally, the SSMP Introduction section must provide reference to the Enrollee's up-to-date map of its sanitary sewer system, as required in section 4.1 (Updated Map of Sanitary Sewer System) of this Attachment. 1.1 Regulatory Context This SSMP has been prepared by the Public Works Department of the City. The SSMP is a compendium of the policies, procedures, and activities that are included in the planning, management, operation, and maintenance of the City's sanitary sewer system. In 2006, the SWRCB issued statewide waste discharge requirements for sanitary sewer systems, which included requirements for the development of an SSMP. The SWRCB's requirements were updated and reissued as WQO 2022- DWQ, adopted on December 6, 2022. CSC SSMP REV.5/1/2025 This SSMP is intended to update the City's existing SSMP, in continued compliance with the General Order. 1.2 Sewer System ManagementPlan Update Schedule The State Water Board's SSMP Update website lists the following due dates: • SSMP Update: May 2, 2025 • SSMP Audit: November 2, 2024 1.3 Sewer System Asset Overview The City's Public Works Department manages the sanitary sewer collection system, which serves a population of approximately 230,428 residents and consists of about 499.6 miles of gravity sewer lines and a total of 3 pump stations. The City's local sewers discharge into the Sanitation Districts of Los Angeles County facilities for conveyance, treatment, and disposal. The City utilizes the CSMD for field operations and maintenance functions. The County of Los Angeles Districts are made up of the Marina Sewer Maintenance District (MSMD), the CSMD, and its nine zones. The field operation and maintenance functions are provided by the CSMD, which is managed by Los Angeles County Public Works (LACPW). Figure 1.1: Contains a map of the City's sewer facilities. Table 1.1: Gravity Sewer System Size Distribution Table 1.2: Provides the installation age distribution of the City's collection system as reported in the California Integrated Water Quality System (CIWQS). CIWQS Identification The following designations are used in CIWQS to identify the City and its collection system: Agency: Santa Clarita City WDID: 4SS010429 Collection System: Santa Clarita City CS 1.4 Definitions and Abbreviations The following are acronyms and abbreviations used in this SSMP and associated documents: Accumulative Capital Outlay (ACO) Asset Inventory Management Systems (AIMS) — see CMMS Best Management Practices (BMP) Refers to the procedures employed in commercial kitchens to minimize the quantity of grease that is discharged to the sanitary sewer system. Examples include scraping food scraps into a garbage can and dry wiping dishes and utensils prior to washing. CSC SSMP REV.5/1/2025 Building Services Division (BSD) Computer Aided Design and Drafting (CAD) California Division of Occupational Safety and Health (CALOSHA) Condition Assessment Program (CAP) Calendar Year (CY) California Integrated Water Quality System (CIWQS) Refers to the SWRCB online electronic reporting system that is used to report and certify sewer spills, certify completion of the SSMP, and provide information on the sanitary sewer system. Capital Improvement Plan (CIP) Refers to the document that identifies future capital improvements to the City's sanitary sewer system. Castlron Pipe (CIP) Cured -in -Place Pipe (CIPP) Community and Government Relations Group (CGRG) City Refers to the City of Santa Clarita. Closed Circuit Television (CCTV) Refers to the process and equipment that is used to internally inspect the condition of gravity sewers. CCTV videos are typically recorded on electronic media. Computerized Maintenance Management System (CMMS) Refers to a database application used to manage and document maintenance activities of a collection system. The City currently uses the Asset Inventory Management System (AIMS) system. Corrugated Pipe (CP) Collection System (CS) California Water Environment Association(CWEA) Consolidated Sewer Maintenance Division (CSMD) Ductile Iron Pipe (DIP) Enrollee: A public, private or other non -governmental agency that has obtained coverage under the General Order. In the context of this SSMP, the enrollee is the City. The term is used extensively in the General Order. CSC SSMP REVS/1/2025 4 Environmental Programs Division (EPD) Fats, Oils, and Grease (FOG) Refers to fats, oils, and grease typically associated with food preparation and cooking activities that can cause blockages in the sanitary sewer system. Fats, Roots, Oils, and Grease (FROG) Feet per sec (fps) First Responder Refers to the field crew or the on -call personnel who are the City's initial response to a spill event or other sewer system event. Fiscal Year (FY) Food Service Establishment (FSE) Refers to commercial or industrial facilities where food is handled/prepared/served that discharge to the sanitary sewer system. General Order Refers to SWRCB Order 2022-0013-DWQ, Statewide Waste Discharge Requirements General Order for Sanitary Sewer Systems. The term General Order is also used throughout Order 2022-0013-DWQ in referring to itself. Grease Interceptor (GI) Geographical Information System (GI S') Refers to the system that is used to capture, store, analyze, and manage geospatial data associated with the City's sanitary sewer system assets. Global Positioning System (GPS) Device Refers to the handheld unit that can be used to determine the longitude and latitude of sanitary sewer overflows for use in meeting CIWQS reporting requirements. It can also be used to geolocate assets for the GIS. Grease Removal Devices (GRDs) Refers to grease traps and grease interceptors that are installed to remove FOG from the wastewater flow at food service establishments. High -Density Polyethylene (HDPE) International Brotherhood of Electrical Workers (IBEW) Infiltration/Inflow (I/I) Refers to water that enters the sanitary sewer system from stormwater and/or groundwater. • Infiltration enters through defects in the sanitary sewer system after flowing through the soil. • Inflow enters the sanitary sewer without flowing through the soil. Typical points of inflow are holes in manhole lids and direct connections to the sanitary sewer (e.g. storm drains, area drains, and roof leaders). Industrial Waste Disposal Permit (IWDP) CSC SSMP REVS/l/2025 11 Los Angeles County Ordinance (LA CO) Lateral Refers to the piping that conveys sewage from a building to the City's sewer main. The distinction is sometimes made between the upper lateral (from building to property line) and the lower lateral (from property line to the sewer main). Legally Responsible Official (LRO) Refers to the individual(s) designated by the City with authority to ensure the enrolled sanitary sewer system(s) complies with this Order, and who is authorized to serve as the City's duly authorized representative. The LRO must be formally designated and registered with the SWRCB, with an assigned username and password. Both data submitters and LROs can submit spill reports in CIWQS, but only LROs can certify reports. Refer to Section 5.1 f the General Order for a full description of required LRO qualifications and responsibilities. Los Angeles County Publie Works (LACPW) Los Angeles County Sanitation District (LACSD) Land Development Division (LDD) Maintenance Management System (MMS) Marine Sewer Maintenance Division (MCSMD) Manhole (MM) Refers to an engineered structure that is intended to provide access to a sanitary sewer for maintenance and inspection. Million Gallons per Day (MGD) Mainline Sewer Refers to the City wastewater collection system piping that is not a private lateral connection to a user. Also referred to as a sewer main. Monitoring and Reporting Program (MRP) Refers to the Monitoring and Reporting Program section of the General Order. National Association of Sewer Service Companies (NASSCO) Notice of Correction (NOC) Nuisance California Water Code section 13050, subdivision (m), defines nuisance as anything that meets all of the following requirements: • It is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. • Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. • Occurs during, or as a result of, the treatment or disposal of wastes. Office of Emergency Services (OES) Refers to the California State Office of Emergency Services. CSC SSMP REVS/1/2025 6 Operations and Maintenance (O&M) Pipeline Assessment and Certification Program (PACP) Refers to the NASSCO certification program that is used for the evaluation and condition assessment of sewer lines and appurtenances from closed-circuit televising of the lines and appurtenances. Publicly Owned Treatment Works (POTW) — see WPCP below Preventative Maintenance (PM) Refers to maintenance activities intended to prevent failures of the sanitary sewer system facilities (e.g. cleaning, CCTV, repair). Project Management Division (PMD) Private Sewer Lateral (PSL) That portion of a private property's building sewer is defined by the plumbing code, and is further defined as the piping of a drainage system that extends from the end of the building drain to the public sewer, which includes the connection to the public sewer unless there is a clean -out in the sidewalk or within two and a half feet of the property line. In this case, the property owner is responsible for the lateral from the building drain to the clean -out only. The General Order also uses the term "Privately Owned Sewer Lateral" in referring to a PSL. Private Lateral Sewage Discharges (PLSD) Sewage discharges that are caused by blockages or other problems within a privately owned lateral. Property Damage Overflow Refers to a sewer overflow or backup that damages a property owner's premises. Public Works (PW) Pump Station A facility that pumps sewage into a sanitary sewer force main or gravity main. Pump stations that discharge to gravity mains are also referred to as Lift Stations. Regional Water Quality Control Board (RWQCB or Regional Water Board) Refers to the San Francisco Bay Regional Water Quality Control Board, a part of the State Water Resources Control Board. Sanitary Sewer Backup (Backup) A wastewater backup into a building and/or on private property caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system. Sanitary Sewer System or Sewer System Refers to the sanitary sewer facilities that are owned and operated by the City of Santa Clarita and include main line sewers, manholes, pump stations, force mainland certain lower laterals and any other appurtenances in the publicly owned sewer system. Sensitive Areas Refers to areas where an SSO could result in a fish kill or pose an imminent or substantial danger to human health. CSC SSMP REVS/1/2025 II Sewer Maintenance District (CSMD) Sewer Service Lateral Refers to the piping that conveys sewage from the building to the City's wastewater collection system or to the property line clean -out. Sewer System Management Plan (SSMP) Spill A discharge of sewage from any portion of a sanitary sewer system due to a sanitary sewer system overflow, operational failure, and/or infrastructure failure. Exfiltration of sewage is not considered to be a spill under this General Order if the exfiltrated sewage remains in the subsurface and does not reach a surface water of the State. For reporting purposes, spills are grouped into one of the following four categories (definitions from General Order): Category 1: A Category 1 spill is a spill of any volume of sewage from or caused by a sanitary sewer system regulated under the General Order that results in a discharge to: • A surface water, including a surface water body that contains no now or volume of water; or • A drainage conveyance system that discharges to surface waters when the sewage is not fully captured and returned to the sanitary sewer system or disposed of properly. Any spill volume not recovered from a drainage conveyance system is considered a discharge to surface water, unless the drainage conveyance system discharges to a dedicated stormwater infiltration basin or facility. A spill from a City -owned and/or operated lateral that discharges to a surface water is a Category 1 spill; Category 2: A Category 2 spill is a spill of 1,000 gallons or greater, from or caused by a sanitary sewer system regulated under this General Order that does not discharge to a surface water. A spill of 1,000 gallons or greater that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system, is a Category 2 spill. Category 3: A Category 3 spill is a spill of equal to or greater than 50 gallons and less than 1,000 gallons, from or caused by a sanitary sewer system regulated under this General Order that does not discharge to a surface water. A spill of equal to or greater than 50 gallons and less than 1,000 gallons, that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system is a Category 3 spill. Categoa 4: A Category 4 spill is a spill of less than 50 gallons, from or caused by a sanitary sewer system regulated under this General Order that does not discharge to a surface water. A spill of less than 50 gallons that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system is a Category 4 spill. CSC SSMP REVS/1/2025 8 Spills that include multiple appearance points resulting from a single cause are considered a single spill for documentation and reporting purposes in CIWQS. Wastewater backups into buildings caused by a blockage or other malfunction of a building lateral that is privately owned are not considered failures of the City's sewer system and do not require reporting by the City. Note: The previous General Order used the term "Sanitary Sewer Overflow " (SSO) to describe releases from the sewer system. The term is not used in the current General Order but appears in historic documents and on the SWRCB's website. Sanitary Sewer Overflow (SSO) Spill Emergency Response Plan (SERP) A Plan that describes actions taken by the City in response to a spill, notification and reporting requirements, and other related items. The SERP is required as Element 6 of this SSMP. Spill Report Refers to sewer spill report submitted through the SWRCB's CIWQS database. Standard Operating Procedures (SOP) Refers to written procedures that pertain to specific activities employed in the operation and maintenance of the Sanitary Sewer System. Standard Specifications Refers to the latest edition of Standard Specifications published by the City of Santa Clarita. State Water Board Refers to the California Environmental Protection Agency (Cal EPA) SWRCB. The SWRCB is the parent agency of the Regional Water Board and is the agency that issued the General Order. The General Order uses the term "State Water Board" when referring to the SWRCB. That same convention is used in this SSMP. Supervisory Control and Data Acquisition (SCADA) Refers to the electronic system used by the City to monitor the performance of its pump stations and to notify the operating staff when there is a condition that requires attention. Untreated or Partially Treated Wastewater Any volume of waste discharged from the sanitary sewer system upstream of a wastewater treatment plant headworks. Utility and Operations Division (U& O) Vitrified Clay Pipe (VCP) Waste Discharge Identification Number (WDID) State of California Waste Discharge Identification Number for reporting spills and other required information required by the General Order. Waste Discharge Requirements (WDR) Refers to an order regulating the discharge of wastes issued under the authority of the California Water Code. WDRs are issued by both the SWRCB and Regional Water Boards and CSC SSMP REV.5/1/2025 9 may apply to individual dischargers or groups of dischargers, in which case the WDR is typically referred to as General or Statewide Orders. General Order No. 2022-0103-DWQ is a WDR. Water Body Any stream, creek, river, pond, impoundment, lagoon, wetland, or bay. Water of the State Refers to "any surface water or groundwater, including saline waters, within the boundaries of the state." (California Water Code § 13050(e)). Water of the United States or Surface Waters Refers to the Environmental Protection Agency definition included in the Clean Water Act Part 230.3 Definitions. Water Pollution Control Plan (WPCP) CSC SSMP REVS/1/2025 10 vf� ZRA Figure 1.1 Santa Clarita Sewer Facilities Map CSC SSMP REV.5/1/2025 4SANTA CLARITA Sewer Facilities --- --- MaWk 0 "SLation f\.t 23-Dow-frumuno dF cay o -%*m cwqa aoundary f\.t 5"D 5e"f nefNw 0 0.6 1 73 is 1h Table 1.1: Gravity Sewer System Size Distribution Diameter inches Pipe Length, miles Portion of Sewer System, % 6 or less 0 0 8 430 86 9-18 0.026 13 19-36 0.002 1 Total 499.6 100 Table 1.3: Inventory of Sewer Lines (Gravity and Force Mains) by Pipe Age Age, Years Construction Period Approx Miles of Main Percent of System 0-5 2020-Present 15 3 21 - 40 2000 - 2019 70 14 41 — 60 1980— 1999 160 32 61 — 80 1960 — 1979 255 51 66 — 85 1940 — 1959 0 0 86 - 105 1920 — 1939 0 0 106 - 125 1900 — 1919 0 0 Approx Total Miles 500. 100 * Source: CIWQS 2024 Annual Report CSC SSMP REV.5/1/2025 Im 2.0 Organization The SSUP must identify organizational staffing responsible and integral for implementing the local SSUP through an organizational chart or similar narrative documentation that includes: • The name of the Legally Responsible Official (LRO) as required in section 5.1 (Designation of a Legally Responsible Official) of this General Order; • Position title, telephone numbers, and email address for each management, administrative, and maintenance positions responsible for implementing specific SSUP elements; • Organizational lines of authority; and • Chain of communication for reporting spills from receipt of complaint or other information, including the person responsible for reporting spills to the SWRCB and other agencies, as applicable. (For example, county health officer, county environmental health agency, and State Office of Emergency Services) 2.1 Name of Legally Responsible Official (LRO) The City's current LRO is listed below. The LRO meets the requirements described in Section 5.1 of the General Order. Contact information is provided in Section 2.3 of this SSMP. 2.2 Organization Chart The City's organization chart is presented in Figure 2.1 on page 17. The the roles and responsibilities of key personnel relative to the wastewater collection system as shown on Table 2.2 on page 18. 2.3 Contact Information Contact information for key City personnel involved in the SSMP implementation are provided below. Table 2.1 City Personnel luvolved in SSMP Implementation mi�� Position Director of Public NVorks MikeHenna�%ry PhoneNumber (661) 2864056 Emails MHENNAVVY santa-clarits.com City Engineer Damon Leta (661) 255-4982 DLETZ@santa-clarita.com Awsistant Cite Engineer (LRO) Amalia Marreh (661) 255-4363 AMARREH santa-clarita.com G,,!neral Services Manager Cruz Caldera (661) 294-2519 CCALDERA@santa-clarita.com Er=k-irorunental Services Manager Darin Seegnuililer (661) 255-4930 DSEEGMIILLER@santa-clarita.com Scnior E.ngm' eer Raymond Messih (1)-2.55-4914 RMF-SSlH@santa-darfta.com En. ironmental Fifld Specialist Tyrone Jackson (661) 286-4158 TJACKSON@santa-clarita..com 13 2.4 Description of CSMD Responsibilities The description of responsibilities and roles of each position, as related to SSOs, are as follows: • Board of Supervisors — Responsible for establishing new and amending existing laws governing the operations of the CSMD and approving all CSMD contracts and agreements. • Director of Public Works — Establishes CSMD policy within the scope of the Board of Supervisors' policy and legal requirements, directs its execution, and evaluates work accomplished by CSMD. 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 CSMD policy within the scope of the Board of Supervisors' policy and legal requirements, in directing its execution, and in evaluating work accomplished by CSMD. Reports to and can act on behalf of the Director of Public Works. • Deputy Director — Responsible for formulating CSMD policies and procedures. Directs emergency sewer repair activities, special studies, investigations, and reports concerning CSMD sewer infrastructure, claims, and litigations against the CSMD. Reports to and can act on behalf of the Chief Deputy Director of Public Works. • Assistant Deputy Director — Assists in the formulation of CSMD policies and procedures. Directs studies, investigations, the preparation of reports, budget, and contractual agreements with private firms for CSMD. Responsible for the day-to-day management and operation of the CSMD. Reports to and can act on behalf of 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. Reports to and can act on behalf of 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 operation and maintenance activities of the sewer collection systems at specific field yards, with the exception of pump stations, for the CSMD. Reports to a Senior Civil Engineer. • Sewer Maintenance Supervisor — Responsible for the oversight of the sewer field maintenance personnel including the construction crews, gravity sewer system operations, maintenance crews, etc. Reports to a Regional Sewer Maintenance Superintendent. 14 • 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 Maintenance Workers 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 CSMD pump stations and force mains. Reports to a Senior Civil Engineer in charge of field pump station operations. • Electro-Mechanic Working Supervisor — Responsible for operation and maintenance activities of pump stations. Has oversight of lower level Electro-Mechanics and their staff. Reports to an Electro- Mechanic Supervisor. • Electro-Mechanic/Assistant Electro-Mechanic/Helper, Electrical — Crews of two. Responsible for carrying out the operation and maintenance activities of the CSMD pump stations and force mains. • Office and Administrative Assistants — Assist with the preparation of the CSMD budget, board letters, and other correspondence. Responsible for the sewer service charge direct assessments. 2.5 Key Support Divisions Within the City Divisions outside the Public Works Department 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 ordinances concerning operations of the City's Public Works Department and approving all Santa Clarita contracts and agreements. City Manager — Responsible for the overall management and application of all legal and policy directives that relate to the City's activities, including the operation and maintenance of the City's sanitary sewer system. Director of Public Works — Directs the accomplishment of statutory and policy criteria within the scope of the City Council's policy and legal requirements. Directs the execution and evaluation of work accomplished within its areas of responsibility including the SO&M program. Also directs the planning, budgeting, and design for construction of new sewer collection systems and rehabilitation of existing sewer collection systems. Facilitates all sewer collection system operation and maintenance activities through the contract with LACPW as the City's representative in the CSMD. Responsible for day-to-day management and operation oversight of the City's sewer collection system, including nine sewer pump stations plus one privately owned sewer pump station. W Directs engineering and management activities relating to studies, design, investigations, and the preparation of reports, budget, and contractual agreements with private firms for technical services projects. Performs special studies, investigations, and reports concerning sewer infrastructure. Building and Safety Division — Responsible for issuing permits for sewer connection and for the enforcement of Plumbing Codes involving proper connection, maintenance of sewer house laterals, and illegal discharges into public sewers. General Services Division — Responsible for investigation of illicit discharge of sewage, chemicals, and debris into the street or storm drain system. Responds to sanitary sewer overflow incidents, coordinates with CSMD field personnel, and assists with setting up needed traffic control measures, Engineering 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. 2.6 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 2.7. The Spill Emergency Response Plan will be discussed in more detail in Chapter 6 of this document. 2.7 OF Reporting Chain of Communication The City's Spill Emergency Response Plan, described in Chapter 6, includes procedures for effective communication and reporting of spills from receipt of complaint, including the person responsible for reporting spills into the State Water Board's CIWQS database. The Spill Emergency Response Plan includes a flowchart and notification table providing clear step-by-step procedures for communication and reporting. Figure 2.4 & 2.5 summarizes the spill reporting chain of communication. Ike Figure 2.1: Santa Clarita Public Works Department Organization Chart City of Santa Claritai Public Works Department Bike Hennawy Director of Public Works 4000DP7841 Damon Letz Cruz Caid era McKenzie Beight City Engineer General Ser,-ees Manage, Senior Manaigemenrt Analyst Lfnderfrll as Management Analyst 4000CE7C 1 Ld00GM4101 4000MA4901 Shannon Pickett Ashley Gurrola Assista^t Ciiy Engi^eer 1 xecuuve Admirs�ative Assistant Capital Im a emeni Frojecis 40APk3201 40AC6201 Joel Bareng Assistant City Engineer Traffic and Transportation Planning j Amalia iiarrell Assistant City Engia*er Enginieenng Servir es 43D0AGO201 Rein]: 6ecerroer 9, 2024 i Alina Viinales Office Assistant 400DOA1902 Executive supp¢rt arelelon Manager Profeealonel {Gretle 33•; Pars-Proreealonel ;Grades 2e-30l sou 17 CSC SSMP REV.5/1/2025 Positions Responsible for Implementing Specific SSMP Elements A list of positions responsible for implementing specific SSMP elements is provided in Table 2.2. Additionally, Appendix B contains a list of staff responsible for implementing specific SSMP elements, including position, telephone number, and email address. 1. Introduction and Goal 2. Organization 3. Legal Authorities 4. Operation and Maintenance Program - Pipelines 4. Operation and Maintenance Program — Pump Stations 5. Design and Performance Provisions - Design 5. Design and Performance Provisions — Design - Construction 6. Spill Emergency Response Plan 7. Sewer Pipe Blockage Control Program Table 2.2: Positions Responsible for SSMP Responsible O City of Santa Clarita City of Santa Clarita/CSMD City of Santa Clarita Sewer Maintenance Division Sewer Maintenance Division 8. System Evaluation, Capacity Assurance and Capital Improvements— Condition Assessment and Prioritization of Corrective Actions 8. System Evaluation, Capacity Assurance and Capital Improvements— Capacity Assurance 8. System Evaluation, Capacity Assurance and Capital Improvements— Capital Improvement Plan 9. Monitoring, Measurement and Program Modifications 10. Internal Audit 11. Communication Program CSC SSMP REVS/1/2025 City of Santa Clarita City of Santa Clarita Sewer Maintenance Division Environmental Programs Division City of Santa Clarita City of Santa Clarita City of Santa Clarita Sewer Maintenance Division City of Santa Clarita City of Santa Clarita Assistant City Engineer Division Manager Assistant City Engineer Senior Civil Engineer, Pipelines Senior Civil Engineer, Treatment Plants and Pump Stations Assistant City Engineer Assistant City Engineer Senior Civil Engineer, Pipelines Division Manager Assistant City Engineer Assistant City Engineer Assistant City Engineer Division Manager Assistant City Engineer Assistant City Engineer 18 Figure 2.2 and Figure 2.3 includes an SSMP Program Implementation organization chart showing the lines of authority for positions responsible for the management of the collection system and implementation of the SSMP. Figure 2.2: County Organizational Chart LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS SSMP PROGRAM ORGANIZATION CHART EXECUTIVE MANAGEMENT & GOVERNING BOARD Board of Supervisors .ioerne Directorof Public Works Chief Deputy Director Assistant Director Deputpy Director Deputy Director Deputy Director hturtici I Services Public Contracting d Asset Rdministratrve Serv,ces Man agcment Land Development Design Division Division Building and Safety Division CSC SSMP REV.5/1/2025 Assistant Director Deputy Director Deputy Director Deputy Director Water Resources Construc[bn KI.nagemenl Environmen let Semees iter Maintenance I Project Management I Fnvi—i-n-tal Programs Division Division Division Sewer Mainlenance Division /� h1' 1.3 11-113 11-11 rlpdat.d 51022025 m CSC SSMP REV.5/1/2025 Figure 2.3: CSMD Organizational Chart LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS SSMP PROGRAM ORGANIZATION CHART Sewer Maintenance Districts Deputy Director Job rile � Assistant Deputy Directo 5¢wer Maintenance Direiwe LRO Principal Engineer Senior C' I Engineer ngine £nginearling 8 eutlgetr Senior Civil Engineer lrezbnant—ping Plant OgeraEaria Senior Civil Engineer Operatignaand Engineenna Collette n Saystem— Fi ldV ds Adminisbation Civil Engineer Wastewater Treatment Clr. Engineer &ewer Maintenance £n 8 eutl t gineering ge Plant Operations Unit OperaM10-m. Engcmeenng Atlminisbati n SM S rintendenis ( } upe Sewer Plan Cheekl Special ProjectslGlS end ACO/Condition SM Supeivisars Acceptance Review Unit AnneMation Unit Assessment Unit Field Operations 8 Pumping Operations Assessment Public Works (PW) Crew Maintenance Vnit Unit Managemerrt Unit Leaders Direct Assessment, Record Electra -Mechanic P W Maintenance Maintenance, S Accounts Working Supervisor Workers Receivable Unit Procurement, Claims, 8 lop Accounts Payable Unit Eleciro-Mechanics ,� Pubic W Updated 5T212025 I Figure 2.4: Spill Reporting Chain of Communication — Normal Business Hours • Receives Call • Dispatches Field Crew • Responds to Spill • Documents Field Spill Report • Reviews Field Spill Report • Request Additional Information from Field Staff, if needed • Enters Draft CIWQS Spill Report • Review Draft CIWQS Spill Report • Certifies Report *Normal Business hours are Monday through Friday from 6:30 a.m. to 5:00 p.m. CSC SSMP REV.5/1/2025 21 Figure 2.5: Spill Reporting Chain of Communication — After Hours • Receives Call • Dispatches Field Crew WO, • Investigates Spill • Responds to Spill • Documents Field Spill Report 60, OA • Reviews Field Spill Report • Request Additional Information from Field Staff, if needed • Enters Draft CIWQS Spill Report • Review Draft CIWQS Spill Report • Certifies Report *After Hours are any hours that are not Normal Business Hours. CSC SSMP REV.5/1/2025 22 3.0 Legal Authority The SSMP must include copies or an electronic link to the Enrollee's current sewer system use ordinances, service agreements and/or other legally binding procedures to demonstrate the Enrollee possesses the necessary legal authority to: Prevent illicit discharges into its sanitary sewer system from inflow and infiltration (I&I); unauthorized stormwater; chemical dumping; unauthorized debris; roots; fats, oils, and grease; and trash, including rags and other debris that may cause blockages; Collaborate with storm sewer agencies to coordinate emergency spill responses, ensure access to storm sewer systems during spill events, and prevent unintentional cross connections of sanitary sewer infrastructure to storm sewer infrastructure; Require that sewer system components and connections be properly designed and constructed; Ensure access for maintenance, inspection, and/or repairs for portions of the service lateral owned and/or operated by the Enrollee; Enforce any violation of its sewer ordinances, service agreements, or other legally binding procedures; and • Obtain easement accessibility agreements for locations requiring sewer system operations and maintenance, as applicable. 3.1 Legal Authority The City's legal authority to own and operate a sanitary sewer system is derived from its incorporation as a City. On February 14, 1989, the City granted the County of Los Angeles consent and jurisdiction to annex portions of the City's sewer system into the CSMD. By that action, the City entrusted the management, operation, and maintenance of its local sanitary sewer system to the CSMD. The City, however, still remains ownership of the sewer system. In compliance with the WDRs, this chapter highlights the City's legal authority to: (1) prevent illicit discharges into the sanitary sewer system; (2) require that sewers and connections be properly designed and constructed; (3) ensure access for maintenance, inspection, or repairs; (4) limit the discharges of FOG and other debris that may cause blockage; and (5) enforce any violation of sewer ordinances or City Municipal Codes (CMCs). The legal authorities for the specific areas stipulated in the WDRs are covered in various sections of the CMCs 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 TITLE 20) and in the Santa Clarita Municipal Code Chapter 15.20 Link covering Sanitary Sewers and Industrial Waste. Specific sections are discussed below. 3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary System In accordance with the CMCs, the City adopted the 2019 Edition of the California Plumbing Code (CPC) also per Title 15, Section 15.20.010, the City adopted the latest Edition of LACO TITLE 20, which regulates sanitary sewers and industrial waste in the County as its Sanitary Sewer and Industrial Waste Use Ordinance. LACO Code, Section 20.36.010, prohibits the illegal dumping of offensive or damaging CSC SSMP REVS/1/2025 23 substances such as chemicals, debris, etc. Other sections of the LACO Code that prohibit various forms of illicit discharges are 20.24.020, 20.24.200, 20.32.080, 20.32.650, etc. As one of the CSMD cities, the City benefits from the CSMD Infiltration/Inflow (I/I) Control Program. This program consists of sewer line cleaning and maintenance, which includes CCTV and other mechanisms to detect UI. By ordinance, LACO Code, Section 20.40.045, the County of Los Angeles Board of Supervisors has established a financial plan to ensure capital replacement or rehabilitation of sewer lines prone to I/I within the CSMD. LACO Code, Section 20.24.080, requires that property owners be responsible for maintenance of their house laterals, including the elimination of cracks, tree roots, and other debris. These laws combined constitute the City's legal authority to prevent illicit discharges into the sewer system. 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 adopted by the City 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 (GreenBook), and by the Special Provisions and Standard Plans, all on file in the office of the Director of Public Works (County Engineer). 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 LACO 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. 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 thoroughly during plancheck. CSC SSMP REVS/1/2025 24 3.1.4 Legal Authority Limiting the Discharge of Fats, Oil, and Grease and other Debris that may Cause Blockage The City Director of Public Works under CPC and 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 fats, oils, and grease (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 deemed necessary, to ascertain whether such facilities are maintained and operated in accordance with the provisions of Division 2 of the LACO Code. Section 20.36.400 of the LACO Code prohibits the discharge of 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 LACO TITLE 20, Section 20.24.090, gives the Director of Public Works/City Engineer the legal authority to inspect mainline sewers, sewage pumping plants, interceptors, etc., as often as deemed necessary, to ascertain whether such facilities are maintained and operated in accordance with the provisions of Division 2 of LACO TITLE 20. Under Section 20.24.100 of LACO TITLE 20, the Director of Public Works/City Engineer is authorized to enforce the requirements prescribed in Division 2, Sanitary Sewers and Industrial Waste, and in accordance with Section 20.24.110, may delegate this authority. LACO TITLE 20, Section 20.24.160, allows criminal penalties for any violations. LACO TITLE 20, CPC, standard plans, specifications, and other material cited in this chapter are filed at the Director of Public Works'/City Engineer's office. CSC SSMP REV.5/l/2025 25 4.0 Operations and Maintenance Program Plan must include the items listed below that are appropriate and applicable to the Enrollee's L Updated Map of Sanitary Sewer System 2 up-to-date maps) of the sanitary sewer system, and procedures for maintaining and providing ate and Regional Water Board staff access to the map(s). The maps) must show gravity line gments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater )nveyance facilities within the sewer system service area boundaries. 2. Preventive Operation and Maintenance Activities scheduling system and a data collection system for preventive operation and maintenance livities conducted by staff and contractors. ze scheduling system must include: • Inspection and maintenance activities; • Higher f equency inspections and maintenance of known problem areas, including areas with tree root problems; • Regular visual and closed-circuit television (CCTV) inspections of manholes and sewer pipes. The data collection system must document data from system inspection and maintenance activities, including system areas/components prone to root -intrusion potentially resulting in system backup and/or failure. 4.3. Training In-house and external training provided on a regular basis for sanitary sewer system operations and maintenance staff and contractors. The training must cover: • The requirements of this General Order; • The Enrollee's Spill Emergency Response Plan procedures and practice drills; • Skilled estimation of spill volume for field operators; and • Electronic CIWQS reporting procedures for staff submitting data. 4.4. Equipment Inventory An inventory of sewer system equipment, including the identification of critical replacement and spare parts. 4.1 Up -to -Date Map of the Collection System The City and the District gather as -built plans and compiles them, into a central Document Management System, CARD System, and GIS system maintained by the Districts. For CSMD Cities, each City is responsible for maintaining as -built maps and the Districts collect a copy for maintenance operations. Data gathered from the plans, such as system locations and alignment, pipe material, size, etc., are stored in the Districts' Computer -Aided Design and Drafting System and Geographical Information System. The City and the County provides access to up-to-date maps of the District's sewer system via: • Interactive GIS-Maps CSC SSMP REV.5/1/2025 26 • Electronically available as-builts • Printed and electronically available Map Books The interactive GIS-based map of the City and the Districts' and City sewer system is available online on the County's and City's website: • https://dpw.lacounty.gov/SMD/sewernetwork/ • City GIS Within GIS, the Districts maintains a mapping system as seen in Figure 4.1 that includes sewer features such as pipe or manhole location, diameter, material, flow direction, etc. The system includes map base layers such as aerial images, streets, parcels, and storm drain systems also available from other Divisions within the County and other governmental agencies. The maps are regularly updated to reflect any changes in the system. Figure 4-1: CSMD Sewer Network Map LA County Sanitary Sewer Network- Consolidated Sewer M. , Sewer As-Builts Sewer as-builts can be obtained from the County and City. To retrieve the as-builts, the County has provided detailed instructions on how to locate the as-builts for a desired sewer line on the CSMD webpage. Using the sewer network map to obtain the overlay operation map book, the map book lists the as -built sewer plan number that can be searched on the County's Land Records Site, Figure 4.2. The sewer as-builts are located on the County's Land Record site: • https:Hpw.lacounty.gov/smpm/landrecords/SewerPlans.aspx • City GIS CSC SSMP REV.5/1/2025 27 Figure 4-2: Sewer Plans Webpage Search Q Sewer Plans Rxoetls of suney tr«_R.cp.m The sewer plans below are available at this webpage and assistance may be obtained from the contacts below. Yew the sewer operations kupa h. to get the sheet that covers your area. Open the overlay sheet for that page and locate the sewer number. Sewers pYen, caps are listed by the number given PC. Cl. etc. If you do not find the sewer plan you are looking for. you may need to contact the city that rMY e°ok. the sewer and property is located within. County contract cities are Artesia. Carson, Commerce. La Mirada, Lakewood, Lomita. and Temple City. se Yp x a AcoP w A f lad caps ... ..... ,...,...,.,,, .: .,.x.,.x.... Book Book PC03000 Book PCOO500 Badt PC09500 ikgd RAY Map. c—fiktl wp. Book PCOOOot Book PC03500 Book PC07000 Book PC70000 R--. f iW Book PC00500 Book PCO40DO Book PC07500 Bodo PCIO600 LACA Yap. Book PCOI000 Book PC04500 Book PC08000 Book PC11000 oNk,.r rnnl.� Book PCOI500 Book PCO50DO Book PC08500 Book PC11500 oirKui Re..wa m°as Book PCO2000 Book PCO5500 Book PC09000 Bode PC72000 O.eE laps Book PCD2500 BOdc PC06000 5— HyM1Ny Ye Ngkpy DMiu,ion Y°ps For Ssues QHBSUorts. or oo—ts about M applMa w t—T M, administrator D..s. Map Books Printed system maps are stored in the Mapping and Annexation Unit of the CSMD located at 1000 South Fremont Avenue, Alhambra, California. These maps are also distributed to the CSMD's field crew, for work scheduling and responding to emergencies, and to cities and other agencies. Individual map books can be found using the operation maps overview map as seen in Figure 4.3. These map book pages are electronically available on the County's website, link on following page: CSC SSMP REVS/1/2025 28 • https:Hdpw.lacounty.gov/sewer/Page 15 Figure 4-3: Operations Map Overview Map ti S Y ' _ \ i o A. a3w 1 5 I� CSC SSMP REVS/1/2025 29 Availability of Up -to -Date Mapping to Support Collection System Management The Districts' print map books for sewer maintenance crews to use in the field for locating sewer infrastructure. When discrepancies are identified in sewer mapping, crews note them on printed map pages or through GIS on a phone and forward them to CSMD GIS resources for updates. Field crews have access to both paper maps and the GIS phone application, depending on their preference. 4.2 Preventative Operation and Maintenance Activities The City is within the CSMD and, therefore, relies on the staff and resources of the LACPW for the SO&M of its collection sewer system. The CSMD's SO&M Programs described in detail in the Districts' SSMP are applicable in the City. The CSMD's maintenance services are provided from four maintenance yards strategically located within the County for efficient management of maintenance activities including SSOs and other emergencies. Equipment Inventory The District's 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. Equipment is regularly checked, adjusted, repaired, or replaced as necessary. However, major fixed assets are replaced when they meet or exceed the District's established fixed assets replacement criteria based on the age of the equipment, mileage, hours of use, repair history, etc. Equipment categorized as Class 9 (less than 1/4 ton) or lower is automatically replaced by the Fleet Management Group of the Administrative Services Division of the County when it meets the replacement criteria. The request to replace equipment higher than Class 9 is made as part of the District's annual budget. In addition to the above replacement criteria, an analysis and recommendation by trained staff of the County and approval by County administration is required to replace equipment higher than Class 9. CSC SSMP REV.5/1/2025 30 Table 6.1.1-1: List of Major Equipment Inspection 22 Rodder 12 Vacuum 7 Compressor 2 Jetter 10 Pickup 25 Utility 4 Pump 6 Masonry 4 Dump 4 Construction 2 Sedan 1 Van/Passenger 2 Crane 2 2Axle 3 Stake 5 Tractor 2 TOTAL 113 These criteria notwithstanding, a piece of equipment can also be replaced if its reliability or safety of operation becomes questionable. New and additional equipment is 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. Each Collection System Yard maintains the spare equipment and parts needed by that yard to maintain the sewer pipelines and pump stations within the yard's service area, and each is responsible for ordering replacements. CSC SSMP REVS/1/2025 31 The cornerstone of the CSMD's maintenance operation is the preventive maintenance program as described in the DPW'straining 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 (details are contained in the CSMD Maintenance and Operations manual), and, where applicable, frequencies for these services have been included below: 4.2.1 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. 4.2.2 Gas Trap Manholes and Siphons — On a monthly basis, these facilities are inspected and cleared of any stoppages or flow restrictions. 4.2.3 Drop Manholes — These facilities are inspected and cleared of stoppages and flow restrictions on variable frequencies based on prior inspection records. 4.2.4 Sewer Line Cleaning — Sewer lines are cleaned by 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 schedules, and those prone to root growth are periodically rodded or chemically treated. 4.2.5 Vermin and Rodent Control — Sewers infested by insects are chemically treated. Those infested by rodents are baited. 4.2.6 Sewage Pump Stations — All pump stations are equipped with telemetry/alarm systems and are inspected at least once 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. 4.2.7 Work Scheduling — Most work orders are generated and tracked 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. 4.2.8 CSMD Mapping System — The City maintains "as -built" sewer plans of the City's sewer facilities. Data on the plans, such as system location and alignment, pipe material, size, etc., are stored in the CSMD Computer Aided Design and Drafting (CADD) GIS. Printed system maps are stored in the Mapping and Annexation Unit of the CSMD located at 1000 South Fremont Avenue, Alhambra, California. These maps are also CSC SSMP REVS/1/2025 32 distributed to the CSMD's field crew, for work scheduling and responding to emergencies, and to cities and other agencies. The maps are regularly updated to reflect any changes in the system. System maps are located online http://dpw.lacounty.gov/SMD/sewemetwork. CSMD also creates maps with GIS. This mapping system includes sewer features such as pipe or manhole location, diameter, material, flow direction, etc. The system includes map base layers, such as aerial images, streets, parcels, and storm drain systems also available from other divisions within LACPW, County departments and other governmental agencies. 4.3 Rehabilitation and ReplacementPlan The City's sewer collection systems are in the CSMD, and the City participates in the CSMD's Accumulative Capital Outlay (ACO) Program. As a result, the City also benefits from the Sewer Condition Assessment Program. 4.4 Accumulative Capital Outlay Program of the Consolidated Sewer Maintenance District (CSMID) As stated, the City participates in the ACO Program of the CSMD. Property owners within the CSMD are levied an annual charge of $5 per SU for sewer collection system rehabilitation and replacements. The $5 per SU charge is also a component of the total $50.50 per SU annual sewer service charge collected from property owners district wide with the property owners' annual tax bills. The program is managed and administered by the LACPW. Under the ACO Program, any portion of the sewer system found to be structurally deficient through routine inspection, sewer emergency response, or the Condition Assessment Program is immediately repaired as an emergency repair project or documented in a prioritized list of future short- and long-term ACO sewer rehabilitation and replacement projects. However, the LACPW will refer portions of the system that have sewer capacity -related problems, such as hydraulic deficiencies, resulting from over development or change in the zoning, to the City for appropriate corrective action. There are currently no known capacity -related SSO problems in the City. 4.4.1 Condition Assessment Program The existing City collection sewer facilities are listed in Appendix C. The existing sewer pipes, ranging from 8 to 12 inches in diameter, are predominantly of vitrified clay pipe material. Naturally, as these sewer lines age, structural problems such as cracks, joint separation, root intrusion, etc., will develop. To ensure that these problems are properly mitigated, the WDRs require that the City or its agent have a program in place to minimize and correct these issues and ensure that the CSC SSMP REV.5/1/2025 33 program is well funded. As described earlier in this document, the City is within the CSMD and participates in the CSMD's Condition Assessment Program. Property owners within the CSMD are assessed an annual fee of $4 per SU for sewer system condition assessment. This charge is part of the current annual sewer service charge of $50.50 per SU levied and collected with the property owners' annual tax bills for the CSMD. This charge is reviewed and adjusted annually by the LACPW to raise sufficient funds for the Condition Assessment Program. Under the Condition Assessment Program, the entire sewer collection system within the City is inspected by CCTV to assess the condition of the pipes on a ten-year cycle basis. The CCTV inspection schedule for the City is presented in Appendix F. The LACPW is responsible for the management and administration of the funds and program. 4.5 Equipment Maintenance and ReplacementPolicy The equipment utilized in the maintenance of the City's sewer facilities is owned by the CSMD. LACPW has full responsibility for the maintenance and replacement of equipment. The LACPW Equipment Replacement Policy is described in Chapter 4.5 of the Districts' SSMP. 4.6 Training for Field Operations Personnel and Contractors All personnel needed for the operation and maintenance of the City's sewer system are employed by the LACPW. The training of CSMD personnel is a function of the LACPW and not the City. The training methodologies utilized by the LACPW are contained in Chapter 4.4 of the Districts' SSMP. The City does not have any formalized training for contractors doing work within the City. However, City sewer construction projects are awarded to competitively selected contractors with well trained and qualified personnel for any given project. The designed plans and specifications for City sewer construction projects contain detailed instructions on the City's permitting requirements, standards, and policies that must be adhered to by contractors doing work within the City. Additionally, only companies with well -trained and experienced staff are considered for either emergency SSO mitigation or sewer construction and rehabilitation work. CSC SSMP REV.5/1/2025 34 5.0 Design and Performance Provisions Plan must include the following items as appropriate and applicable to the Enrollee's system: 1. UpdatedDesign Criteria and Construction Standards andSpecifications Updated design criteria, and construction standards and specifications, for the construction, installation, repair, and rehabilitation of existing and proposed system infrastructure components, including but not limited to pipelines, pump stations, and other system appurtenances. If existing design criteria and construction standards are deficient to address the necessary component - specific hydraulic capacity as specified in section 8 (System Evaluation, Capacity Assurance and Capital Improvements) of this Attachment, the procedures must include component -specific evaluation of the design criteria. 2. Procedures and Standards ?s, and standards for the inspection and testing of newly constructed, newly installed, and rehabilitated system pipelines, pumps, and other equipment and appurtenances. 5.1 Design and Construction Standards and OF The City of Santa Clarita, as well as LACDPW, has standard plans and specifications for the construction of sanitary sewers and appurtenances to ensure that sewer lines and connections are properly designed and constructed. The City and LACDPW have specifications by reference to incorporate the Standard Plans and Specifications for Public Works Construction, Special Provisions, and Standard Drawings. In addition, the both entities have 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 collection systems within unincorporated County areas. To further assure that sewer facilities are properly designed and constructed, both The City and LACDPW require that plans are designed by licensed engineers and provides thorough review of plans prior to approval for and conducting inspection of construction work. Prior to accepting newly completed sewer system for maintenance, the CSMD requires the City's assurance that the system has been designed and constructed to City Standards. 5.2 Procedures and Standards for Inspection and Testing New and Rehabilitated Collection Sewer Facilities The City's Public Works and CSMD's inspectors inspect new sewer construction. The inspection of sewer rehabilitation projects under the ACO Program are conducted by LACDPW inspectors. The City requires that as -built plans of the completed projects be submitted prior to final approval for acceptance of sewer facilities for public use. In compliance with LACDPW policy, the City also requires that all newly constructed pumping stations be inspected by experienced CSMD staff prior to transferring such facilities to the CSMD for maintenance. CSC SSMP REV.5/1/2025 6.0 Spill Emergency Response Plan 1 he Plan must include an up to date Spill Emergency Response Plan to ensure prompt detection and responsible to spills to reduce spill volumes and collect information for prevention of future spills. The Spill Emergency Response Plan must include procedures to: • Notify primary responders, appropriate local officials, and appropriate regulatory agencies of a spill in a timely manner; • Notify other potentially affected entities (for example, health agencies, water supplier, itc) of spills that potentially affect public health or reach waters of the State; • Comply with the notification, monitoring and reporting requirements of this General Order, State law and regulations, and applicable Regional Water Board Orders; • Ensure that appropriate staff and contractors implement the Spill Emergency Response Plan and are appropriately trained; • Address emergency system operations, traffic control and other necessary response activities; • Contain a spill and prevent/minimize discharge to waters of the State or any drainage conveyance system; • Minimize and remediate public health impacts and adverse impacts beneficial uses of waters of the State; • Remove sewage from the drainage conveyance system; • Clean the spill area and drainage conveyance system in a manner that does not inadvertently impact beneficial uses in the receiving waters; • Implement technologies, practices, equipment, and inter -agency coordination to expedite spill containment and recovery; • Implement pre planned coordination and collaboration with storm drain agencies and other utility agencies/departments prior, during, and after a spill event; • Conduct post -spill assessments of spill response activities; • Document and report spill events as required in this General Order; and • Annually, review and assess effectiveness of the Spill Emergency Response Plan, and update the Spill Emergency Response Plan. 6.1 Spill Emergency Response Procedure The City, as a member of the CSMD, relies on the services of the LACPW to respond to SSOs within the City. Therefore, the Overflow Procedure described in Chapter 6 of the Districts' SSMP is utilized by the CSMD in the City. Furthermore, the LACPW 24-hour emergency phone number 1-800-675- HELP (4357) is readily available to City staff and residents to promptly notify LACPW staff of SSO events in the City and the number is posted on City's website. However, in the event of an SSO in which a City crew is the first responder, the City is responsible for containing the release, if possible, and securing the area until LACPW personnel arrive. The City of Santa Clarita's Environmental Services Division and the City's General Services field personnel investigate all illicit discharges that may enter the storm drain system. The Santa Clarita General Services Hotline number is (661) 222-7222 can be called during business hours for immediate investigation of any incidents. CSC SSMP REV.5/1/2025 [c% 6.1.1 Regulatory Agencies Notification and Timeframe CSC SSMP REVS/1/2025 The CSMD is responsible for reporting SSOs to the appropriate regulatory agencies for the City. As discussed in Chapter 2, SSOs that occur in the City are reported to the LACPW by telephone. Upon receipt of such calls, LACPW Officials follow the notification guidelines contained in Chapter 6 of the Districts' SSMP, also presented in Sections 6.1.1 and 6.1.2 of this document. 37 6.1.1 REGULATORYAGENCIES NOTIFICATIONAND TIME FRAME SSO Type of Notification and Timeframe Category Type or Description Agencies to be Notified Timeframe Written Report/Online Database DPH Within 15 minutes after Call and obtain operator number. becoming aware of the spill. Any volume of As soon as possible, but no untreated or partially treated SSO: OES (> 1,000 gallons) later than 2 hours after Call and obtain control number. becoming aware of the spill. • Reach surface SWIM (only if entered into As soon as possible, but no water and/or storm drain) later than 2 hours after NA drainage channel becoming aware of the spill. tributary to surface water Conduct Water Quality Sampling within 48 hours of initial spill. 1 • Discharge toa As soon as possible, but no CIWQS Online Database — Upload water storm drain and not EPD (> 50,000) later than 2 hours after quality results. fully captured and becoming aware of the spill. SSO Technical Report — Submit report within returned to the 45 calendar days on conclusion of SSO in which sanitary sewer 50,000 gallons or greater are spilled to surface system or not water. captured and CIWQS Online Database disposed of As soon as we become aware Initial Report - ASAP but no later than initial properly. Any of the SSO, reporting is 3 business days after we are made aware of it. volume not recovered from SWRCB possible and can be provided Final Certified Report — Within 15 calendar storm drain is without substantially days on conclusion of the SSO response and considered to have impeding cleanup or other remediation. Additional Information — Anytime reached surface measures. in form of an attachment. water. > 1,000 gallons of Untreated or partially DPH Same as above NA treated SSO: S W N L) (only if entered into storm Same as above NA 1. Does not reach drain) 2 surface water, drainage channel or storm drain unless discharge to storm SWRCB Same as above Same as above drain system is fully recovered and disposed of properly. All other discharge of DPH Same as above NA untreated or partially CIWQS Online Database — Within 30 days $ treated resulting from sewer system failure or SWRCB Same as above after the end of the calendar month in which the flow condition. SSO occurred. Private lateral sewage discharge (PLSD) DPH Same as above NA PLSD caused by blockages or other problems within SWRCB (optional) NA NA a privately -owned lateral No SSO in a calendar CIWQS Online Database — Certified within 30 NA month SWRCB NA days after the end of the calendar month, certified statement that no SSO occurred. NA Collection SWRCB NA CIWQS Online Database - Update and certify System every 12 months. Questionnaire CSC SSMP REV.5/1/2025 38 6.1.2 TELEPHONE/FAX NUMBERS Agency I Contacts I Hours of Operation Department of Public Health Lahontan Regional Water Quality Control Board (Lancaster/Palmdale area) (Region 6) Stormwater Maintenance Division East Area South Area West Area Environmental Programs Division California Office of Emergency Services State Water Resource Control Board CSC SSMP REVS/1/2025 (213) 974-1234 Answered on a 24-hour, 7-day a week basis (760) 241-6583 Answered only during normal working hours (626) 445-7630 Answered only during normal working hours (626) 798-6761 (562) 861-0316 Answered only during normal working hours (818) 896-0594 Answered only during normal working hours (818) 248-3842 Answered only during normal working hours (626) 458-4357 Answered on a 24-hour, 7-day a week basis 1-800-852-7550 Answered on a 24-hour, 7-day a week basis Online database website KIe7 6.1.3 Procedure to Ensure that Staff and Contractors are Aware of and are Appropriately Trained to Follow the Emergency Response Plan The procedure to ensure that staff and contractors are aware and appropriately trained to follow the Emergency Response Plan is mainly the function of the LACPW. City staff, however, is familiar with the CSMD reporting procedures, which are included in the District's SSMP. 6.1.4 Procedures to Address Emergency Operations such as Traffic, Crowd Control, and other Necessary Response Activities The City does not play a significant role in addressing emergency operations. Emergency operations are performed by LACPW staff or contractors doing emergency repair SSO- related work for the County or City. The City's General Services field personnel,are also well trained in traffic and crowd control. The City'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. The County of Los Angeles Fire and Sheriff s Departments also play active roles in the control and protection of the public during emergency SSO operations. 6.1.5 Program to Eliminate or Minimize the Discharge of SSOs into Waters of the United States The CSMD's, City's field personnel, and emergency contractors' crews are properly trained on methods and procedures to prevent or limit the amount of S SO 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. 6.1.6 Spill Emergency Response Plan CSC SSMP REV.5/1/2025 The District's Spill Emergency Response Plan (SERP) shown on the District's SSMP provides guidelines for the District's maintenance crew to follow in responding to, cleaning up, and reporting sewer spills that may occur within the Consolidated and Marina Sewer Maintenance Districts' service area. The purpose of the SERP is support an orderly and effective response to sewer spills that ensure all regulatory requirements are met. The Districts' SERP comprehensively addresses notification, response, assessment, and record keeping requirements of the SWCRB General Order as summarized in Table 6.1.1. 40 Table 6.1.1: Spill Emergency Response Plan General Order Compliance Order Requirement SERP Section Notify primary responders, appropriate local officials, and appropriate regulatory 2 3.4 agencies of a spill in a timely manner; Notify other potentially affected entities (for example, health agencies, water suppliers, 2, 3.4, 3.7 etc.) of spills that potentially affect public health or reach waters of the State; Comply with the notification, monitoring and reporting requirements of this General 4 Order, State law and regulations, and applicable Regional Water Board Orders; Ensure that appropriate staff and contractors implement the Spill Emergency Response 6 Plan and are appropriately trained; Address emergency system operations, traffic control and other necessary response 3 activities; Contain a spill and prevent/minimize discharge to waters of the State or any drainage 3.4 conveyance system; Minimize and remediate public health impacts and adverse impacts on beneficial uses of 3.4, 3.6 waters of the State; Remove sewage from the drainage conveyance system; 3.6 Clean the spill area and drainage conveyance system in a manner that does not 3.6 inadvertently impact beneficial uses in the receiving waters; Implement technologies, practices, equipment, and interagency coordination to expedite 3.6 spill containment and recovery; Implement pre -planned coordination and collaboration with storm drain agencies and other utility agencies/departments prior, during, and after a spill event; Conduct post -spill assessments of spill response activities; 3.8, 4.5 Document and report spill events as required in this General Order; and 4 Annually, review and assess effectiveness of the Spill Emergency Response Plan, and 6.1 update the Plan as needed. CSC SSMP REV.5/l/2025 to Z 0 Blockage Control Program The Sewer System Management Plan must include procedures for the evaluation of the Enrollee's service area to determine whether a sewer pipe blockage control program is needed to control fats, oils, grease, rags and debris. If the Enrollee determines that a program is not needed, the Enrollee shall provide justification in its Plan for why a program is not needed. The procedures must include, at minimum: • An implementation plan and schedule for a public education and outreach program that promotes proper disposal ofpipe-blocking substances; • A plan and schedule for the disposal ofpipe-blocking substances generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed to adequately dispose of substances generated within a sanitary sewer system service area; • The legal authority to prohibit discharges to the system and identify measures to prevent spills and blockages; • Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, best managementpractices requirements, reeordkeeping and reporting requirements; • Authority to inspect grease producingfacilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the fats, oils, and grease ordinance; • An identification ofsanitary sewer system sections subject to fats, oils, and grease blockages and establishment of a cleaning schedule for each section; and • Implementation ofsource control measures for all sources offats, oils, and grease reaching the sanitary sewer system for each section identified above. 7.1 Introduction The FOG program is performed by CSMD staff on behalf of the City. The methods used by LACDPW are contained in the Districts' SSMP. 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. Analysis of sewer overflows over the last 3 years indicates an average of 88 percent of spills within the Districts' collection system are linked to roots, debris, grease, pipe structural failure and pump station failure either as a primary or secondary cause factor. Between 2021 and 2024, an average of 30% of spills were linked to grease accumulation and 18% linked to debris accumulation. To prevent the build-up of fats, oils and grease (FOG) that can cause blockages and restrictions in flow, the County has implemented a FOG program to prevent sewage overflows into the environment, as well as to reduce the discharge of FOG to the sewer system. The Environmental Programs Division is responsible for performing fats, oils, and grease source control inspections of food service establishments (FSEs). The EPD regulates industrial waste disposal for 36 cities by contract and all unincorporated areas. The number of FSEs per City and within the unincorporated areas are listed in Table 6.1.1. CSC SSMP REV.5/1/2025 EK CSC SSMP REV.5/l/2025 Table 6.1.1: Number of FSEs per City/Area Unincorporated Area 1025 Lakewood 181 Artesia 118 Cerritos 144 Paramount 52 Bellflower 51 La Mirada 74 Hawaiian Gardens 21 Carson 169 Culver City 188 Rolling Hills Estate 20 Lawndale 46 Cudahy 12 Lomita 58 Rosemead 114 Duarte 53 Irwindale 39 Temple City 55 Commerce 102 Bell Gardens 91 La Canada Flintridge 49 Beverly Hills 135 San Fernando 52 Westlake Village 50 Agoura Hills 65 West Hollywood 255 Calabasas 53 San Dimas 80 Walnut 52 Diamond Bar 75 Santa Clarita 376 43 A list of cities that EPD supports with industrial waste disposal, including FOG source control inspections, can also be found on the Los Angeles County official website: //cleanla.lacounty. uov/industrial-waste/#Jurisdictions The website provides FOG guidelines, standard drawings for grease pretreatment devices, permit forms, and details on EPD's FOG program. 7.2 Implementation Plan and Schedule for Public Outreach • Summary of Outreach Activities The Sewer Maintenance Division conducts public outreach through various channels to educate the community about Fats, Oils, and Grease management: • Community Events: CSMD participates in resource fairs, park events, and Earth Day- themed events, where staff distribute FOG brochures and answer questions from the community. • Website Resources: The FOG page on CSMD's website provides a comprehensive list of FOG do's and don'ts: https:Hpw.lacounty.gov/SMD/grease/Index.cfm • Inspections: During inspections of FSEs, FOG inspectors provide educational materials on best management practices (BMPs) for grease traps and interceptors. Newly permitted FSEs also receive BMP materials. By engaging with the community and FSEs through these activities, CSMD aims to promote effective FOG management practices and prevent blockages in the sewer system. • Plan and Schedule of Events The schedule of outreach activities is based on opportunities for public engagement and the frequency of FSE inspections. When an opportunity arises for CSMD to participate in a public event, the Community and Government Relations Group (CGRG) notifies them. Many of these events occur annually and CSMD tries to be involved if notified by the CGRG in time to coordinate. CGRG keeps track of all the events the county participates in annually, providing a summary of events at the end of the year. FSE Outreach is timed around FSE inspections. FSE owners are provided educational material when FOG inspectors visit to inspect grease traps and interceptors and check for any violations. 7.3 Plan and Schedule for Disposal of FOG For the disposal of grease and other pipe -blocking substances, FSE's must obtain an Industrial Waste Disposal Permit from EPD that requires a schedule of frequent maintenance and documentation of maintenance and disposal of waste. Under the permit, grease traps are required to be maintained/pumped daily while grease traps/interceptors that can handle 750 gallons or greater require quarterly maintenance. FOG haulers have multiple options for grease disposal, including Baker Commodity in Vernon and designated disposal locations in Los Angeles and the County Sanitation Districts of Los Angeles County. These disposal sites are regulated and require a fee. The solidified fats found in the County's collection system during cleaning operations are trapped, collected, and taken to the maintenance yard dump bins. CSC SSMP REV.5/l/2025 44 Once the bins are full, these and other debris collected from the system are taken to the County Sanitation Districts of Los Angeles County facilities. 7.4 Authority to Prohibit FOG Discharges and Identify Measures to Prevent FOG spills Authority The City's and County's legal authority to prevent illicit discharges into the sanitary sewer system and to limit the discharge of FOG and other debris that may cause blockages in the sewer lines is discussed in Chapter 3. . Preventative Measures The Districts 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 Districts' Public Education and Outreach Program discussed in Section 7.2 to minimize Spills and blockages caused by FOG. 7.5 FOG Program Requirements and Design Standards A pretreatment system/device is required for any new and existing food service establishment or similar facility where FOG from food preparation is discharged into the sewer system in quantities that may cause blockages or interfere with sewage treatment or disposal. All pretreatment facilities, whether required by EPD or installed voluntarily, shall be maintained and operated under a valid Industrial Waste Disposal Permit (IWDP) for the operating life of the facility. Requirements to Install Grease Removal Devices The LACDPW's legal authorities to enforce the requirements stipulated in this Section are discussed in Chapter 3. The Director of Public Works has enforcement authority for industrial waste permitting per Section 20.36.040 of the LACO Code and charged the EPD with permitting and inspecting more than 1,300 food service establishments that discharge into the sanitary sewer system in 36 contract cities within the CSMD. New or remodeled FSEs and those under new ownership must also secure a permit from the Building and Safety Division (BSD). If there is a FOG -related problem associated with an industrial waste permit, DPW will take enforcement action against the permittee, or where applicable, refer the problem to the contract city for enforcement action. The EPD requires that industrial waste generating facilities and any FSE with the potential to produce grease install a grease control device (GRD). LACDPW 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 Districts' personnel determines that a FOG -related problem exists and is traceable to a domestic sewage source of such character that is not satisfactory, under the LACO Code 45 CSC SSMP REV.5/l/2025 (Section 20.20.100), pretreatment could be required or the discharge required to be eliminated. Domestic waste containing FOG can lead to spills, which are public nuisances and is a violation of California Health and Safety Code Division 5, Part 3, Chapter 6, Article 2, which can also be used to impose appropriate domestic sewage discharge requirements. • Design Standards for Grease Removal Devices FSEs are required to size, design and construct grease traps and interceptors according to the LACO Plumbing Code. Additionally, they are required to be 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 to the public sewerage system, soil, underground, and/or surface waters. The Industrial Waste online page on the County's website provides standard drawings for grease pretreatment devices: https:Hcleanla.lacounty.gov/industrial-waste/#Obtaining- Clearance • Maintenance Requirements The IWDP Conditions and Limitations has a minimum maintenance frequency condition and a requirement to maintain the GRD in proper working order. During inspections, inspectors physically examine the GRD. If a grease interceptor (GI) is used, FSEs are required to open and inspect it. If issues are identified, they are documented, and a job order is created. The FSE signs off on the order and receives a receipt. If cleaning records are not provided, or if the GI cannot be accessed, the FSE must clean it. • Permit conditions require: • GIs to be cleaned at least once every three months • FSEs with grease traps are required to perform daily maintenance • Best Management Practices Requirements The Pretreatment Guidelines for Restaurants and Food Service Operations provide guidelines and best management practices for selecting and installing pretreatment devices. These guidelines outline the installation requirements for grease interceptors and offer a list of alternative pretreatment devices that can be used in lieu of a grease interceptor. During inspections, inspectors verify whether best management practices are being followed, such as maintaining proper documentation, using adequate devices, and employing appropriate disposal methods. In incorporated areas, inspectors distribute flyers outlining the dos and don'ts of fog management and request that these flyers be displayed at workstations for workers to see. • Record Keeping and Reporting Requirements As a condition of the Industrial Waste Permit, FSEs must record the maintenance of grease trap/ interceptors on a maintenance log report. The log records date of the service performed, types of services performed, and person/company providing service. Additionally, for any liquid or solid industrial wastes transported from the site, FSEs must obtain and keep copies of receipts for grease trap/interceptor maintenance and pumping for at least 180 days. The maintenance log report and receipts shall be made available to the County and the City (if applicable) upon request. CSC SSMP REVS/1/2025 E, • Procedures The County implements the following procedure to identify and manage sections of the system impacted by FOG blockages: • Identification: Sections impacted by FOG blockages are identified through regular inspections conducted by cleaning crews, CCTV inspections, and reports of spills. • Investigation: Once identified, these sections are thoroughly investigated to assess the extent of the blockages and determine the appropriate actions needed to address them. • Maintenance: Based on the investigation findings, a periodic cleaning schedule is defined and implemented for each affected section to ensure ongoing maintenance and prevent future blockages. 7.6 Inspection and Enforcement Program Authority to Inspect Grease Producing Facilities Section 20.36.400 of the LACO Code provides legal authority to inspect FOG -producing facilities, prohibiting the discharge of substances that may obstruct or require frequent maintenance of the sewer system. The source control inspection process follows a standard workflow, including researching plans, preparing for the inspection, reviewing operations, and requesting GRD maintenance documentation. Inspectors may ask questions about waste oil management, changes in operations that affect the permit, and maintenance frequency. They also check for compliance with Best Management Practices such as ensuring BMP posters are visible in the kitchen. Inspectors document their findings and enter data into the HMS database. When CSMD encounters FOG issues in the collection system, whether from spills, CCTV inspections, or sewer cleaning, the source of the problem is evaluated as either residential, commercial, or both. For residential spills, CSMD may notify residents door-to-door, providing information on proper grease disposal practices. For recurring issues, the affected area is placed on a preventive maintenance schedule. In the case of commercial spills, the incident is referred to EPD for investigation. EPD checks GRD maintenance and requires corrective actions when needed. If an FSE without a GRD is responsible for a spill, EPD mandates the installation of a GRD. If a GRD-equipped FSE causes a spill, more frequent maintenance may be required. All investigations are documented in the HMS database, and results are communicated to CSMD as relevant. • Authority to Enforce The enforcement process for violations varies based on location. In unincorporated areas, inspectors issue a Notice of Violation or Order to Comply with a set deadline. Follow-up inspections verify compliance, and unresolved issues may be escalated to supervisors. In rare instances, compliance issues are referred to headquarters, possibly resulting in legal action with the District Attorney. In CSMD cities, violations are handled similarly, but escalation may involve the City's Code Enforcement and, if necessary, the City Attorney. CSC SSMP REVS/1/2025 47 . Resource Plan to Inspect and Enforce The EPD has sufficient inspection and enforcement staffing to achieve an annual FSE inspection cycle and follow up on requirements and violations identified. The County's current funding allows for increases in permit and other services charges if necessary to hire additional staff. 7.7 Maintenance Program to Address FOG Issues As described in Section 4, FOG prone sections of the Districts' collection system, referred to as "hot spots," are identified during routine maintenance operations and investigation of stoppages and spills. These portions of the system found to have persistent FOG problems are put on monthly, quarterly, or semi-annual periodic cleaning schedules, 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 Department of Public Works for additional investigation and enforcement actions. 7.8 Implementation of Source Control Measures to Address FOG Issues • Summary of Source Control Measures Pretreatment devices are used to remove grease from sewage to prevent the accumulation of FOG that can lead to blockages. The County provides pretreatment guidelines to FSEs, offering guidance on how to adequately select, size, and install a pretreatment device based on the amount of grease produced. The maintenance of these devices is outlined in the IWDP to ensure proper operation and functionality. Under the IWDP, the County or City may require upgrades to grease interceptors if maintenance is inadequate or if the interceptor is too small to handle the waste stream. • Summary of Source Control Program Enforcement The EPD conducts routine inspections of FSEs and inspects new establishments. Investigations are also performed when spills occur. When CSMD receives complaints and determines that FOG may have caused a spill or has the potential to cause a spill (e.g., grease accumulation), they reach out to the EPD for further investigation. Upon investigation, the EPD may make adjustments to the permit and treatment requirements to prevent such incidents and/or place the impacted area under periodic maintenance. Under the Industrial Waste Discharge Permit (IWDP), the County or City may modify the permit and its conditions and limitations as necessary to ensure proper waste disposal. CSC SSMP REV.5/l/2025 48 8.0 System Evaluation Capacity Assurance and Capital Improvements The Plan must include procedures and activities for: • Routine evaluation and assessment of system conditions; • Capacity assessment and design criteria; • Prioritization of corrective actions; and • A capital improvementplan. 8.1 System Evaluation and Condition Assessment The Plan must include procedures to: • Evaluate the sanitary sewer system assets utilizing the best practices and technologies available; • Identify and justify the amount (percentage) of its system for its condition to be assessed each year; • Prioritize the condition assessment of system areas that: o Hold a high level of environmental consequences if vulnerable to collapse, failure, blockage, capacity issues, or other system deficiencies; o Are located in or within the vicinity of surface waters, steep terrain, high groundwater elevations, and environmentally sensitive areas; o Are within the vicinity of a receiving water with a bacterial -related impairment on the most current Clean Water Act section 303(d) List; • Assess the system conditions using visual observations, video surveillance and/or other comparable system inspection methods; • Utilize observations/evidence of system conditions that may contribute to exiting of sewage from the system which can reasonably be expected to discharge into a water of the State; • Maintain documents and recordkeeping of system evaluation and condition assessment inspections and activities; and • Identify system assets vulnerable to direct and indirect impacts of climate change, including but not limited to: sea level rise; flooding and/or erosion due to increased storm volumes, frequency, and/or intensity; wildfires; and increased power disruptions. 8.2. Capacity Assessment and Design Criteria The Plan must include procedures to identify system components that are experiencing or contributing to spills caused by hydraulic deficiency and/or limited capacity, including procedures to identify the appropriate hydraulic capacity of key system elements for: • Dry -weather peak flow conditions that cause or contributes to spill events; • The appropriate design storms) or wet weather events that cause or contributes to spill events; • The capacity of key system components; • The major sources that contribute to the peak flows associated with sewer spills. • Necessary redundancy in pumping and storage capacities. The capacity assessment must consider: • Data from existing system condition assessments, system inspections, system audits, spill history, and other available information; and • Capacity of flood prone systems subject to increased infiltration and inflow, under normal local and regional storm conditions; CSC SSMP REV.5/1/2025 49 • Capacity of systems subject to increased infiltration and inflow due to larger and/or higher - intensity storm events as a result of climate change; • Increases of erosive forces in canyons and streams near underground and above -ground system components due to larger and/or higher -intensity storm events; • Capacity of major system elements to accommodate dry weather peak flow conditions, and updated design storm and wet weather events; and • Necessary redundancy in pumping and storage capacities. 8.3. Prioritization of Corrective Action The findings of the condition assessments and capacity assessments must be used to prioritize corrective actions. Prioritization must consider the severity of the consequences of potential spills. 8.4. Capital Improvement Plan The capital improvementplan must include the following items: • Project schedules including completion dates for all portions of the capital improvement program; • Internal and external project funding sources for each project, and • Joint coordination between operation and maintenance staff, and engineering staff/consultants during planning, design, and construction of capital improvement projects, and Interagency coordination with other impacted utility agencies. 8.1 System Evaluation and Capacity Assurance The City's Engineering Services Division ensures that the public sewer infrastructure is correctly designed and adequately sized prior to transfer of the sanitary sewer system to the County of Los Angeles CSMD for maintenance. For the County of Los Angeles, this function is provided by the DPW's Land Development Division. Los Angeles County Sewer Maintenance District review and approval of the plans for maintenance purposes is a requirement. 8.2 Adequate Capacity and Design Per Title 15, Chapter 20 of the Santa Clarita Municipal Code, the City has adopted by reference the Los Angeles County Code (LACO), Title 20, Utilities, Division 2, Sanitary Sewers and Industrial Waste. The County Code forms the basis upon which sewer construction plans are designed and plan checked ensuring a logical, functional design. The LACO Code also forms the basis upon which sewer construction plans are designed and plan checked. It also defines terms, establishes fees, sets out provisions for enforcement and maintenance, and sets the basis of design standards for sewers. Supplementing the LACO Code are the DPW's Private Contract Sanitary Sewer Procedural Manual and its accompanying sample plans and Guidelines for Pump Station Design. These documents give specific information on the DPW's requirements for the design plan processing, approval, and permitting. They also provide the detailed requirements for the design of the sanitary sewer to establish a standard for proper operation. A sewer area study is required to be submitted by the developer to asses adequate sizing of the any new portion or connection to the sanitary sewer. Information regarding a sewer area or capacity sturdy is detailed in Title 20 of the LACO Code, DPW Procedural Manual, City of Santa Clarita policy and sample studies and methodology hand-outs. The City requires a complete sewer area study by a private civil engineer prior to giving approval for projects that may affect the capacity of the public sewer system. The completed study analyzes the capacity in the existing system and 50 CSC SSMP REVS/1/2025 sets forth mitigation requirements for developers to ensure adequate capacity and flow. The study also justifies the sizing of the proposed lines to accommodate the base, peak, and wet weather flows from all tributary lines to the mainline sewer under consideration, now or in the future. The approved capacity study is referenced directly by the plan checker when the site design plans for the new/altered infrastructure are submitted to ensure adequate sewer capacity. All proposals for a new connection to an existing sewer must also comply with Los Angeles County Sewer Maintenance District's policies for managing sewer capacity. Sewer plans for construction are prepared by private registered civil engineers and submitted to the City for plan check. Codified Division 2 and procedural manual precepts are used in an iterative plan check process to ensure that the sewer will function properly. The Standard specifications for Public Works construction or "Greenbook" (published by Public Works Standards, Inc.) and the Los Angeles County Department of Public Works 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 plan check process has been completed. This process ensures the functional design and adequate capacity of the public sewer system. 8.3 Capacity Assurance The City of Santa Clarita shall rely on the CSMD for information on the existing sanitary sewer system including: • Semiannual inspections of manholes and CCTV of the interior of the sewer lines to identify pipe segments with impeded sewage flow due to accumulation of grease, tree root intrusion, structural damage, or infiltration problems. • Sewer line flow measurements to evaluate the capacity of sewer lines suspected of being surcharged. • Mitigating any problems identified by sewer line cleaning, repair, or rehabilitation by lining or replacement of sewer pipes. As previously discussed in Section 8.1 and 8.2, it is the responsibility of the developer to prepare a study and provide for adequate capacity and flow for the sewer. It is the responsibility of the City to ensure that the sewer area studies are checked and the sanitary sewer infrastructure is properly constructed. 8.4 Capacity Enhancement Plan The City's plan to enhance the capacity of the sewer lines includes: • Manage the reduction and control of infiltration inflow (I/I) entering the sewer system by ensuring, through plan check, that the system is properly designed, carefully inspected during construction, for proper installation of laterals and manholes, and that appropriate pipe materials are utilized. • Once installed and transferred to CSMD for maintenance, the District employs multiple strategies for identifying sources of I/I in the sewer system and for eliminating them where economically feasible. o The most common methods utilized for detecting I/I sources include visual inspection of the sewer lines and manholes, closed circuit televising (CCTV) of the interior of the sewer pipes, smoke, and dye testing etc. o If the sources are due to illicit connections such as sump pumps, roof drainage, surface 51 CSC SSMP REVS/1/2025 water diversion into a manhole, etc., applicable laws are enforced to eliminate them. o All other sources, such as cracks and/or leaks in the sewer pipes, poor joints, flows into manholes or deteriorated pipe segments, are corrected by pipe repair or replacement, lining of sewer pipes and manholes, and corking and sealing of manholes under the Districts' capital improvement programs. o City Public Works engineers and field personnel have easy access to GIS maps of areas prone to flooding or mapped as Special Flood Hazards Areas (SFHAs). These maps can be utilized as guidance for anticipating potential of Infiltration of storm flows, and can be used to request caulk and corks from Sanitation Districts of Los Angeles County free of charge for sealing manhole covers. Maintenance -related issues such as accumulation of grease and other materials that impede sewage flow (root balls and rags, etc.) are mitigated by sewer line cleaning performed by CSMD. Sewer line flow measurements to evaluate the capacity of sewer lines suspected of being surcharged. The various elements of the CSMD's capacity enhancement plan is 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. 8.5 Capital Improvement Plan Collection systems owned by the Cities receive improvements under the City's Capital Improvement Plan (CIP). The City and/or District annually prepares/updates a list of capital improvement projects that may include projects to address identified wastewater collection system capacity issues from the above alternatives analysis and projects identified through the condition assessment process. Collections and Engineering staff select and prioritize the projects to be included on the annual list. As an example, in 2022 CSMD completed the Honby Siphon Replacement Project for the SSO that occurred at the Honby Avenue siphon across the Santa Clara river,within City jurisdiction. Most improvements are delivered through on -call contracts, including work on gravity mains, point repairs, and pipe lining. The Accumulative Capital Outlay Program (ACO) funds the repair and maintenance of CSMD facilities. Alternative funding sources vary for each project and can come from the zone budget or other assistance identified by LACPW. The Project Management Division (PMD) manages the CIP and schedule, tracking budget, scope, and schedule. • Accumulative Capital Outlay Program The Accumulative Capital Outlay (ACO) Program fund was established in 1987 as a mechanism to pay for sewer pipe replacements, relief sewer construction, and major improvements to sewage pumping stations. The objectives of the fund are to establish a charge to be collected from each parcel of real property in the CSMD and utilize these monies for sewer line repair and rehabilitation projects (emergency or scheduled). Additionally, some deteriorated lines are discovered during preventive maintenance of sewer lines. These lines are either immediately repaired by force account, using emergency contractors, or added to the list of future ACO projects. CSC SSMP REV.5/l/2025 52 • Joint Coordination and Interagency Coordination. The majority of collection system improvements are managed by Sewer Maintenance Division staff using resources from on -call contracts for planning, design, and construction. In some cases, projects are managed by Project Management Division. In either case, coordination between operation and maintenance staff, County engineering staff, consultants and contractors occurs throughout the planning, design and construction phases of project delivery. Project delivery incorporates coordination meetings and milestone deliverable reviews by all stakeholders. Early in the project delivery process, impacted agencies and entities are identified to initiate communication and permitting to streamline project delivery. This includes communication and coordination with CSMD cities if the work is being performed on their collection system. Another primary impacted agency is LACSD, since there are numerous connections between CSMD collection systems and LACSD trunk sewers. Impacted entities can include Army Corps of Engineers, Department of Fish and Wildlife, railroads, schools, neighboring cities, or CSMD member cities. Collaboration helps align project planning and resource allocation for engineering, design, and construction. Regular communication, data sharing, and joint meetings support the coordination of timelines, permitting, and infrastructure improvements while reducing conflicts across jurisdictions. All coordination of stakeholder and community engagement is managed by PMD staff. 8.6 Prioritization of Corrective Actions The District prioritizes corrective action based on: • Likelihood of failure, which is determined from findings of condition assessment (e.g., prioritizing NASSCO PACP rating, 4 and 5); • Consequence of failure (e.g., proximity to water body, railroad, road type; and easement); • Areas with multiple priority segments to factor in areas to be repaired. Based on the condition grading and observed defects, the District prioritizes sewer segments for remediation. NASSCO PACP Structural Grade 5 defects are significant structural deficiencies. Pipe segments with these defects are placed on a repair list with the highest priority, focused on pipes with NASSCO PACP Structural Grade 5 defects prone to accelerated deterioration. Sewer repairs are also prioritized based on maintenance history, past overflow records, sewer line locations, and age, as they contribute to the likelihood and severity of spills. CSC SSMP REVS/1/2025 53 9.0 Monitoring, Measurement, and Program Modifications The Plan must include an Adaptive Management section that addresses Plan -implementation effectiveness and the steps for necessary Plan improvement, including: • Maintaining relevant information, including audit findings, to establish and prioritize appropriate Plan activities; • Monitoring the implementation and measuring the effectiveness of each Plan Element; • Assessing the success of the preventive operation and maintenance activities; • Updating Plan procedures and activities, as appropriate, based on results of monitoring and performance evaluations; and • Identifying and illustrating spill trends, including spill frequency, locations and estimated volumes 9.1 Monitoring The City will document all relevant data on SSOs that occurred in the City. This will include quarterly SSO reports from the LACDPW, Annual Reports published by the LACDPW, Sewer Maintenance Productivity Report (Appendix H) for the City, and any special reports to regulatory agencies, etc. The data will be analyzed to evaluate the effectiveness of the City's SSMP. 9.2 SSMP Program Effectiveness Evaluation The effectiveness of the program shall be monitored and tracked through a three-year audit of SSMP and the CSMD Performance Measure Indicators (Appendix I of the Districts' SSMP) of the key activities aimed towards minimizing sewer overflows. These include the total number of overflows, total number equal to or greater than 1,000 gallons or reaching the waters of the United States, overflow response times, 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 The City shall continually update or modify the key elements of its SSMP based on the results of the above -mentioned monitoring and program effectiveness evaluations. The City shall also make recommendations to the LACPW, as necessary, on elements of the Districts' SSMP to be adjusted or revised within City boundaries to better serve its residents. 9.4 Mapping of SSO Frequencies The annual SSO location map prepared by the LACPW is enclosed in Appendix H of the District's SSMP. The cause of each SSO incident is also recorded and shown on the map sheet. This map is used for establishing SSO patterns, identifying hot spots, and work assignment scheduling by LACPW field personnel. CSC SSMP REV.5/1/2025 54 10.0 Internal Audits The Plan shall include internal audit procedures, appropriate to the size and performance of the system, for the Enrollee to comply with section 5.4 (Sewer System Management Plan Audits) of this General Order. The LRO shall submit an audit Report in CIWOS. The report will be viewable by Water Board staff only. Sewer system operators must be involved in completing the audit, which at a minimum must: • Evaluate the implementation and effectiveness of the Enrollee's SSMP in preventing spills; • Evaluate the Enrollee's compliance with this General Order; • Identify Sewer System Management Plan deficiencies in addressing ongoing spills and discharges to waters of the State; and • Identify necessary modifications to the Sewer System Management Plan to correct deficiencies. The Enrollee shall submit a complete audit report that includes: • Audit findings and recommended corrective actions; • A statement that sewer system operators' input on the audit findings has been considered; and • A proposed schedule for the Enrollee to address the identified deficiencies. 10.1 SSMP Program Audit The City SSMP committee shall conduct an internal audit and prepare a report every three years. The audit shall focus on evaluating the effectiveness of the SSMP and the CSMD's compliance with the SSMP requirements including identification of any deficiencies in the SSMP and steps to correct them. The auditshall 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 Director of Public Works'/City Engineer's office. 10.2 SSMP Certification The SSMP shall be certified by the Director of Public Works/City Engineer or authorized representatives to be in compliance with the requirements set forth in the WDRs and be presented to the City Council for approval at a public meeting. The City authorized representative must also complete the certification portion in the online SSO Database Questionnaire (http://ciwgs.waterboards.ca.gov/) by checking the appropriate milestone box, printing and signing the automated form, and sending the signed form to: CSC SSMP REV.5/l/2025 Attn: Sanitary Sewer Overflow Program Manager State Water Resources Control Board Division of Water Quality P.O. Box 100 Sacramento, CA 95812 6si.. 10.3 SSMP Modification and Recertification The SSMP must be updated every six years to keep it current. When significant amendments are made to any portion or portions of the SSMP, it must be resubmitted to the City Council for approval and recertification. The recertification shall be in accordance with the certification process described in Section 10.2 above. CSC SSMP REV.5/1/2025 611- 11.0 Communication Program The Plan must include procedures for the Enrollee to communicate with: • The public for: O Spills and discharges resulting in closures of public areas, or that enter a source of drinking water, and O The development, implementation, and update of its Plan, including opportunities for public input to Plan implementation and updates. • Owners/operators of systems that connect into the Enrollee's system, including satellite systems, for: O System operation, maintenance, and capital improvement -related activities. The public is notified of spills and discharges that result in closures of public areas (including streets and surface waters) by erecting cones and barricades, and by posting warning signs in accordance with the Spill Emergency Response Plan. The necessary equipment and signage are kept in the City's emergency response vehicle. The City's Engineering Services webpage encourages customers who experience problems (e.g., sewer spills) that they suspect are related to the City's mainline system to call the City's Public Works Department. It provides phone numbers for use during business and non -business hours. Copies of the CSMD District's SSMP will be maintained in the CSMD Alhambra headquarters office and all CSMD maintenance yards and posted in the LACDPW's home webpage. The City of Santa Clarita's SSMP will be maintained at Santa Clarita City Hall and posted on the City's Public Works webpage. Both agencies' SSMP shall also be made readily available to the Regional Water Quality Control Board representatives upon request and to the operators of any collection system or treatment facility downstream of the CSMD system. • Communication Program The public is notified of spills and discharges that result in closures of public areas (including streets and surface waters) by erecting cones and barricades, and by posting warning signs in accordance with the Spill Emergency Response Plan. The necessary equipment and signage are kept in City's emergency response vehicle. Other information provided upon request to interested parties includes: a copy of completed SSMP, brochures and materials regarding collection system operations and maintenance, FOG and contact information and/or opportunities for input into the development and implementation process. CSC SSMP REV.5/l/2025 57 The complete SSMP and all references are available on he City's webpage. The County employs a variety of means for communicating with the public and contract agencies on the development, implementation., and update of the SSMP. The following sections describe the County's procedures for: • Communicating with the public for spills and discharges resulting in closures of public areas, or that enter a source of drinking water. • Communicating with the public on the development, implementation, and update of its SSMP, including opportunities for public input to Plan implementation and updates. • Owners/operators of systems that connect into the Enrollee's system, including tributary systems, for system operation, maintenance, and capital improvement -related activities. • Procedures to Communicate with Public for Spills and Discharges The Districts' procedures for communication with the public for spills and discharges are included in the Spill Emergency Response Plan in the LA County's SSMP Appendix F. Within 15 minutes of receiving confirmation that a spill with the potential to reach a storm drain or public waterway has occurred, the Districts Field Crew must contact Los Angeles County Department of Public Health through the County Operator. The Department of Public Health will post and remove signage for waterways and beach closures as required and will not remove the signs until the effects of the spill have been mitigated. A public press release will be made of the temporary closure due to a spill. • Procedures for General Communication with Public on SSMP The City and the County provide the public and residents in its service areas with educational and informational materials related to the sewer collection system and the sewer maintenance services the County provides. The County relies heavily on the Sewer Maintenance webpage on the Los Angeles County Department of Public Works website to provide the public with sample information regarding the SSMP and SSMP program implementation: https:Hdpw.lacounty.gov/ CSMD/CSMD/index.cfm The following information is publicly accessible on the Sewer Maintenance webpage: • Current SSMP • SSMP Audit Report • Interactive sewer mapping providing the public with a means to find the sewer map and sewer pipeline servicing their property • Annual performance reports • Condition assessment reports • FOG best management practices • Homeowner responsibilities • Outreach Brochures (in multiple languages) CSC SSMP REVS/l/2025 58 Answers to frequently asked questions (in multiple languages) The Districts' provides a "Contact Us" link on the Sewer Maintenance webpage providing the public with a phone number for inquiries, an 800 number for emergenciesi and a mailing address for written inquiries. To report urgent problems, the Sewer Maintenance webpage provides an emergency contact link: o https:Hpw.lacounty.gov/Contact/#emergencylnfo The public can provide feedback on the SSMP and the performance of the Sewer Maintenance Districts using the online survey located on the Sewer Maintenance webpage: o https://ladpw.org/general/survey/index.cfm?pid=ISBQICAK • Procedures to Communicate with Connecting Systems and Contract Agencies The City and the County are in constant communication with entities that are connected to the system for operations, maintenance, and spill response related activities. For all agencies, CSMD communicates with the agency when capital improvement -related activities will impact another agencies system. Email broadcasts are sent to member cities to provide updates and communicate deadlines such as audit due dates. Additionally, CSMD staff will also communicate directly with District staff when necessary for coordination. CSC SSMP REV.5/1/2025 59 12.0 CSMD and City Responsibilities Under the WDR The CSMD and the City, which is a part of the CSMD, will play significant roles, jointly and separately, toward achieving the goals of the WDRs. The LACPW shall apply for coverage under the WDRs for facilities it owns. The City will apply for coverage for its own facilities. The SMD shall prepare a comprehensive SSMP for the Districts. The City in coordination with the LACPW will prepare its own SSMP. The City has previously adopted codes and regulations providing it with legal authority in conjunction with agreements with the Districts to enforce items stipulated in the WDRs. Section 12.2 shows the CSMD 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 CSMD shall perform all functions under the WDRs related to the operation and maintenance of sanitary sewer systems. CSMD shall also be responsible for conducting structural evaluation of the sewer system and for correcting identified structural and maintenance deficiencies under the ACO program. Cities will be conducting the capacity study of their collection systems, if necessary, and correcting identified hydraulic deficiencies. The sample matrix on Section 12.3.1 is a listing of the Key Elements of the SSMP and the roles for the CSMD and the city. By completing and signing this above matrix, the city, as owner, and the CSMD, as service provider, mutually agree that it is an accurate description of what each entity will be responsible for under the WDRs. Upon approval by both parties, this document becomes a part of the SMD SSMP. 60 APPENDIX A WASTE DISCHARGE REQUIREMENTS - NOTICE OF APPLICABILITY, CONTINUATION OF REGULATORY COVERAGE, STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER, 2022-0103-DWQ caElcoex�a Water Boards State Water Resources Control Board Date: April 18, 2023 Amalia Marreh Santa Clarita City 23920 Valencia Boulevard Santa Clarita, CA 91355 GAVIN NEwsonn rnvrrrNors YANA GARCIA S E(;R ETARY FfJR ENVIRONMENTAL 'ROTECION NOTICE OF APPLICABILITY; CONTINUATION OF REGULATORY COVERAGE; STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER, 2022-0103-DWQ Dear Amalia Marreh Thank you for certifying your Continuation of Existing Regulatory Coverage form in the California Integrated Water Quality System (CIWQS) database. This Notice of Applicability serves as confirmation of the continuation of regulatory coverage from Order 2006-0003-DWQ to Order 2022-0103-DWQ for: • Agency name: Santa Clarita City • Sanitary Sewer System name: Santa Clarita City CS • Waste Discharge Identification Number (WDID):4SS010429 • Certification date: April 18, 2023 As of the June 5, 2023 effective date, General Order 2022-0103-DWQ serves as the new statewide waste discharge requirements regulating sanitary sewer systems. The General Order, including all Attachments, is enforceable by the State Water Resources Control Board and the applicable Regional Water Quality Control Board. As of June 5, 2023, Order 2006-0003-DWQ is rescinded (except for enforcement purposes) and previously -held regulatory coverage under Order 2006-0003-DWQ is terminated. If you have any questions regarding the statewide Sanitary Sewer Systems General Order or this Notice of Applicability, please email your questions to Sincerely, Karen Mogus, Deputy Director Division of Water Quality E. aJOAQUIN EsQUIVEL, CHAIR I EILEEN SOBECK, EXECUTIVE DIRECTOR 1001 1 Street, Sacramento, CA 95814 1 Mailing Address: P.O. Box 100, Sacramento, CA 95812-0100 1 www.waterboards.ca.gov APPENDIX B LIST OF STAFF RESPONSIBLE FOR IMPLEMENTING SPECIFIC ELEMENTS OF THE SSMP /_1 Ll 111 INVENTORY OF SEWER MAINTENANCE DISTRICTS EQUIPMENT List of Staff Responsible for Implementing Specific Elements of the SSMP Contact Information for Positions Responsible for SSMP Sewer Division Manager Andrew Ngumba 1. Introduction and Goal Maintenance (626) 262 2057 2. Organization Division angumba@pw.lacounty.gov 3. Legal Authorities 9. Monitoring, Measurement and Program Modifications 10. Internal Audit 11. Communication Program Sewer Principal Civil Engineer Alex Villarma 4. Operation and Maintenance Program — Maintenance (626) 300-3374 Pipelines Division avillarama@pw.lacounty.gov 6. Spill Emergency Response Plan Sewer Senior Civil Engineer, Jeff Bouse 4. Operation and Maintenance Program — Pump Maintenance Treatment Plants and Pump (626) 476 6709 Stations Division Stations jbouse@pw.lacounty.gov Design Division Manager Youn Sim 5. Design and Performance Provisions - Design (626) 458-7800 ysim@pw.lacounty.gov Project Division Manager John Adkins 5. Design and Performance Provisions — Management (626) 458 3100 Construction Division III jadkins@pw.lacounty.gov Environmental Division Manager Emiko Thompson 7. Sewer Pipe Blockage Control Program Programs Division (626) 458-3500 ethomp@pw.lacounty.gov Sewer Senior Civil Engineer, Voltaire Llana 8. System Evaluation, Capacity Assurance and Maintenance Operations & Engineering (626) 238-3179 Capital Improvements — Condition Assessment Division Administration and Prioritization of Corrective Actions vllana@pw.lacounty.gov Land Development Division Manager Ciara Barnett 8. System Evaluation, Capacity Assurance and (626) 458-4900 Capital Improvements —Capacity Assurance, County unincorporated areas cbarnett@pw.lacounty.gov Project Division Manager John Adkins 8. System Evaluation, Capacity Assurance and Management Capital Improvements —Capital Improvement Division III (626) 458-3100 jadkins@pw.lacounty.gov Plan Table 2.1 Citl Penonnel Involved in WNW Implementation Director of Public Works Mike Hennauy (661) 2864056 MHEN NAWYC Santa-darita.com City Engineer Damon Letz (661) 2554982 DLETZalsa nta-darita.com Assistant City Engineer (T RO) Atmalia Niarreh (661) 255-4363 AMARREHOsanta-el arita.com General SerVices Manager Cnzz Caldera (661) 294-2519 CCALDERACn-)santa-darita.com Environmental Sen7ces Manager Darin Seegmiller (661) 2554930 DSEEGMILLER(Osanta-darita.com SenlorEngineer Raymond Messih (661)-255-4914 RMESSIH(@santa-Clailta.conl DEPARTMENT OF PUBLIC WORKS ORGANIZATION COST ACCOUNT STRUCTURE SEWER MAINTENANCE DIVISION 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 Clarita 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 MISC/OCA No (FY 07-08).xls Run Date: 01/29/2018 County of Los Angeles Run Time: 10:26:06 AM Department of Public Works DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC LOC DESC SLOC FA CUSTODIAN END USER NUMBER NUMBER CD TYPE NAME 06-282 1063371 TRUCK FORD/05 F-150 XL FORD F-150 1FTRX12W95NB96265 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon TRITON PICK UP Shoemaker 90670 (SM Ctr Yd) 06-285 1063374 TRUCK FORD/06 F-150 EXT CAB FORD F-150 XL TRITON 1FTRX12W06KA89575 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon PICK UP Shoemaker 90670 (SM Ctr Yd) 06-523 E0033451 TRUCK 2014/FORD F-150 FORD F150 1FTFX1CT3EKF94483 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon ALONSO,JUAN EXTENDED CAB 4X2 PICKUP Shoemaker 90670 (SM Ctr Yd) 06C-002 E0043655 TRUCK 2016/FORD F150 XL1/2 FORD F150XL 1FTD(1CFOGKF56699 L851 Los Angeles - 1129 E. 59th 9422 E Tim Bohannon JAIME OCHOA TON E)(T CAB 4X4 PICK UP CNG St 90001 (SM South Yard) 08-017 E0021670 TRUCK 2011/FORD F-250 REG FORD F250 1FTBF2A66BEB81455 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon N/A CAB PICK UP 4X2 W/LIFT GATE Shoemaker 90670 (SM Ctr Yd) 08-031 E0029235 TRUCK 2013/FORD F-250 REG FORD F250 1FTBF2A60EEA16604 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon N/A CAB 4X2 PICKUP Shoemaker 90670 (SM Ctr Yd) 08-989 1063272 TRUCK FORD/06 F-250 XL PICK FORD F-250 1FFNF20526EB00205 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon UP REG CAB Shoemaker 90670 (SM Ctr Yd) 08-999 E0003249 TRUCK FORD/08 F-250 P/U REG FORD F-250 XL SUPER DUTY 1FFNF20518EA79799 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon CAB Shoemaker 90670 (SM Ctr Yd) 09-463 E0033842 TRUCK 2014/FORD F-250 REG FORD F250 1FTBF2A64EEB27852 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon CAB 4X2 UTILITY BODY Shoemaker 90670 (SM Ctr W/LIFTGATE Yd) 126-002 1056627AX TRUCK 2000 GMC SEWER JETER GENERAL 4700 HYDRO 1GDP7H1C1YJ503748 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon VIVES, JAMES W/DSF002 (ORIGINAL TAG # MOTOR CO Shoemaker 90670 (SM Ctr 21-224) Yd) 126-006 E0015618 TRUCK 09/ INTL DURA STAR/ INTERNATIONAL DURA STAR 1HTMMAARX9H128062 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon N/A SEWER (ORI. TAG # 21-283) Shoemaker 90670 (SM Ctr Yd) 126C-001 E0019661 TRUCK HYDRO JET / INTERNATIONAL 4400 SBA 4X2 CNG 1HTMKAAR9AH260661 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon N/A CAMERA/FOAMER (ORI.TAG Shoemaker 90670 (SM Ctr #21C-004) Yd) DeRS Report ID: FA-O-ASSETS-1.005 Page: 46 of 57 ACQ DATE NET BOOK VALUE 05/01/2006 0.00 05/01/2006 0.00 12/12/2014 19,031.20 02/08/2016-3,157.56 04/22/2011 7,010.77 11/13/2013 16,221.61 11/01/2005 0.00 06/01/2007 0.00 02/11/2015 22,609.29 05/01/2001 0.00 07/28/2009 106,947.53 06/11/2010 143,859.26 Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 47 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA ASSET DESC MANUFACTURER MODEL NUMBER NUMBER NUMBER 128-005 E0020667 TRUCK 2011/FORD F-450 CREW FORD F-450 CAB XLT SEWER INS P(0 RI.TAG# 13-464 128-008 1058767X TRUCK GMC RODDER GENERAL C6500 (ORI.TAG#21-225) MOTOR CO 128-015 E0006908 TRUCK GMC/08 C6500/RODDER GMC C6500 866(ORI.TAG#21-275) 128-018 E0033042 TRUCK2015/FORD F-650 REG FORD F-650 CAB MODEL 877 RODDER 129-006 E0008981 TRUCK FORD/08 F-350 SEWER FORD F-350 INSPECTION (ORI.TAG#13-427) 129-010 E0010710 TRCK FORD/06 SWR INSPCT FORD F350 REG CAB UTLTY BOX BDY-ORG TAG#13-435 129-012 E0017641 TRUCK CREW CAB 2008/ FORD FORD F-350 F350 SWR SVC BODY(ORG TAG# 13-455) 13-282 1058786X TRUCK GMC/2000 CONE BODY GMC TC31803 13-308 1058791AX TRUCK FORD/2001 STAKEBED FORD F-450 W/LIFTGATE 13-494 E0027662 VAN 2013/FORD E-450 TV FORD E-450 CAMERA SEWER INSPECTION W/I564888.... 13-516 E0037968 TRUCK 2015/FORD F550 REG FORD F550 CAB UTILITY BODY DUMP 4X2 21-188 1051528 TRUCK CHEV/94 CHEVROLET CC7H042 SR NUMBER LOC LOC DESC SLOC FA CUSTODIAN END USER CD TYPE NAME 1FD9W4GY9BEA63494 5400 Sta Fe Springs - 12015 9421 E Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) 1GB37H1C513501456 5400 Sta Fe Springs- 12015 9421 E Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) 1GDJ6C1G18F402209 5400 Sta Fe Springs - 12015 9421 E Tim Bohannon Shoemaker 90670 (SM Ctr Yd) 3FRNF6HPXFV513915 5400 Sta Fe Springs- 12015 9421 E Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) 1FDWF36Y48EC06990 5400 Sta Fe Springs - 12015 9421 E Tim Bohannon LEAL, ISAAC Shoemaker 90670 (SM Ctr Yd) 1FDWF36YX6EC86406 5400 Sta Fe Springs - 12015 9421 E Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) 1FDWW36Y68EE41701 5400 Sta Fe Springs - 12015 9421 E Tim Bohannon Shoemaker 90670 (SM Ctr Yd) 1GDKC34MF501390 5400 Sta Fe Springs - 12015 9421 E Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) 1FDXF46SOlED79854 5400 Sta Fe Springs- 12015 9421 E Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) 1FDXE4FS1DDA10496 5400 Sta Fe Springs- 12015 9421 E Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) 1FDUF5GY4FEA64252 L851 Los Angeles - 1129 E. 59th 9422 E Tim Bohannon St 90001 (SM South Yard) 1GBM7H132RJ108893 5400 Sta Fe Springs - 12015 9421 E Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) ACQ DATE NET BOOK VALUE 12/21/2010 21,535.68 07/01/2001 0.00 O1/01/2008 23,880.30 10/14/2014 168,129.94 06/01/2008 6,055.55 09/22/2008 6,804.17 07/07/2010 15,172.69 08/01/2001 0.00 10/01/2001 0.00 03/26/2013 68,254.47 11/04/2015 60,887.26 11/01/1994 0.00 Run Date:01/29/2018 Run Time: 10:26:06 AM DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA ASSET DESC MANUFACTURER MODEL NUMBER NUMBER NUMBER 21-320 E0041941 TRUCK 2015/FORD F650 SUPER REG MASO NARY UTE BODY W/ PW45710 24-110 1048548 TRUCK DUMP 93 INTERNATIONAL 2554 27C-012 E0042940 TRUCK 2017/FREIGHTLINER FREIGHTLINER 114SD 114SD REG CAB 10 YD DMP BODY CNG 41-141 E0004225 COMPRESSOR INGERSOLL RAND INGERSOLL P185R P185R RAND 69-063 1058806X LOADER CASE/2001 BACKHOE CASE 580M TURBO WHEEL 4X4 88-712 1059021 PUMP PIONEER/02 PIONEER TPP66S20 WATER/TRASH TRLRMTD 98-087 1054099X FORKLIFT 97 HYSTER 4000 LB HYSTER H40XM CAP DAB031 01 P0006568 ARROWBOARD STARLITE STARLITE TRAF/CONTRL TRLRMTD DBW072 01 P0006577 BLOWER SUPER VAC P244C SUPER VA P244C PORT DGP709 01 P0006614 GENERATOR ONAN ELEC PORT ONAN PR0600E PORT 6.5KW DMC270 01 P0006643 MIXER CONCRTE WHITEMAN WHITEMAN DSF00201 1008113 SPRAYER /FOAMAKER MTD ON VAPOROOTR D30 21-224 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Department of Public Works Page: 48 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY SR NUMBER LOC CD LOC DESC SLOC FA TYPE CUSTODIAN NAME END USER I ACQ DATE NET BOOK VALUE S400 Sta Fe Springs - 12015 9421 E Tim Bohannon 10/27/2016 -6,439.87 Shoemaker 90670 (SM Ctr Yd) 1HTGBN2N4PH473638 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon GARCIA, MICHAEL 12/01/1992 0.00 Shoemaker 90670 (SM Ctr Yd) 1FVHG3D95HHHP9862 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon 03/17/2017 -15,066.31 Shoemaker 90670 (SM Ctr Yd) 4FVCABCA17U383298 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon 06/01/2007 5,673.69 Shoemaker 90670 (SM Ctr Yd) 33G0308747 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon GARCIA, MICHAEL 12/01/2001 2,317.69 Shoemaker 90670 (SM Ctr Yd) 2321P S400 Sta Fe Springs - 12015 9421 E Tim Bohannon GARCIA, MICHAEL 02/01/2003 17,288.74 Shoemaker 90670 (SM Ctr Yd) D001H03803U S400 Sta Fe Springs- 12015 9421 E Tim Bohannon GARCIA, MICHAEL 11/01/1997 0.00 Shoemaker 90670 (SM Ctr Yd) 1S9A51018ML358771 S400 Sta Fe Springs- 12015 9421 P Tim Bohannon GARCIA, MICHAEL 09/01/1992 3,734.62 Shoemaker 90670 (SM Ctr Yd) 914080 S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL 08/01/1991 2,197.58 Shoemaker 90670 (SM Ctr Yd) GH400550775 S400 Sta Fe Springs - 12015 9421 P Tim Bohannon CHILDRESS, MART 03/01/1992 2,053.25 Shoemaker 90670 (SM Ctr Yd) PC23100 S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL 06/01/1992 2,978.36 Shoemaker 90670 (SM Ctr Yd) 8200019 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon GARCIA, MICHAEL 10/01/1992 0.00 Shoemaker 90670 (SM Ctr Yd) Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 49 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA I ASSET DESC MANUFACTURER I MODEL NUMBER NUMBER NUMBER DSM067 01 P0006654 STEM CLEANER 41293 SR NUMBER 146501601 P0007132 PUMP-M#QP40TA 1869 I465041 01 P0007135 DUSTER ROACH 143CSBG-20 I465338 01 P0007166 WELDER LINCOLN 993U192110 I543869 01 P0007736 DYNA HOST TRIPOD SYS PACIFIC SAFETY 506213 DH0216A F/CONFINED SPACE E I543879 01 P0007744 SELF RETRACTABLE LIFELINE PACIFC SAFETY DYNEVAC 506218 V11655M HOIST SYS EQ I543880 01 P0007745 DYNA HOST TRIPOD SYS PACIFIC SAFETY 506213 DH0211A F/CONFINED SPACE E I543881 01 P0007746 DYNA HOST TRIPOD SYS PACIFIC SAFETY 506213 DH0222A F/CONFINED SPACE E I543882 01 P0007747 DYNA HOST TRIPOD SYS PACIFIC SAFETY 506213 DH0215A F/CONFINED SPACE E 154388401 P0007748 DYNA HOST TRIPOD SYS PACIFIC SAFETY 506213 DH0203A F/CONFINED SPACE E I543886 01 P0007749 SELF RETRACTABLE LIFELINE 911469 I543903 01 P0007765 DYNA HOST TRIPOD SYS PACIFIC SAFETY 506213 H0219 F/CONFINED SPACE E LOC LOC DESC SLOC FA CUSTODIAN END USER CD TYPE NAME S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon RUECKERT KARL Shoemaker 90670 (SM Ctr Yd) ACQ DATE NET BOOK VALUE 03/01/1993 3,220.44 02/01/1989 1,889.04 02/01/1990 3,650.67 01/01/1993 2,605.69 04/01/1992 2,085.84 04/01/1992 2,085.84 04/01/1992 2,085.84 04/01/1992 2,085.84 04/01/1992 2,085.84 04/01/1992 2,085.84 04/01/1992 2,085.84 04/01/1992 2,085.84 Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 50 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA I ASSET DESC MANUFACTURER I MODEL NUMBER NUMBER NUMBER 154762701 P0007795 SELF RETRACTABLE LIFELINE I547637 01 P0007799 SELF RETRACTABLE LIFELINE I562329 01 1051152 SPRAYER DUST 10HGK32 156249401 P0007944 WINCH ASSEMBLY CUES CUES W/D13237 156249601 1051550B CAMERA RVC II CUES W/D13237 CUES RVC II I563218 01 1054193A CUTTER ROOT LUMBERJACK LUMBERJACK I563456 01 1058926A CAMERA TV CUES W/13-237 CUES I563457 01 1058926B CAMERA TRANSPORTER CUES CUES MC400 REVD W/13-237 I563893 01 E0002988 SWEEPER TENNANT/06 W/TRL TENNANT 6650 XP I563895 01 COMPANY I563895 01 E0002990 TRAILER ZIEMAN/06 1150 ZIEMAN MFG 102-1150-E W/I563893 01 CO. 156448401 E0019685 TRAILER 2010 TWAMCO TWAMCO TC040LB-PT TC040LB-PT BACKHOE TRAILER (TU-207) 156461801 E0022436 CUTTER MULTI -PURPOSE NOZZTEQ 300 SERIES LUMBERJACK 300 SERIES SR NUMBER LOC CD LOC DESC SLOC FA TYPE CUSTODIAN NAME END USER I ACQ DATE NET BOOK VALUE 911612 / V11612M S400 Sta Fe Springs- 12015 9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.83 Shoemaker 90670 (SM Ctr Yd) 911613 / V11613M S400 Sta Fe Springs- 12015 9421 P Tim Bohannon RUECKERT KARL 04/01/1992 2,085.81 Shoemaker 90670 (SM Ctr Yd) 0893D01 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon GARCIA, MICHAEL 02/01/1994 0.00 Shoemaker 90670 (SM Ctr Yd) 2235 S400 Sta Fe Springs - 12015 9421 P Tim Bohannon RAMIREZ, RICHAR 01/01/1995 4,800.41 Shoemaker 90670 (SM Ctr Yd) 4375 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon RAMIREZ, RICHAR 01/01/1995 0.00 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 E Tim Bohannon RAMIREZ, RICHAR 03/01/1999 915.56 Shoemaker 90670 (SM Ctr Yd) 1052-00150-0402 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon GARCIA, MICHAEL 06/01/2002 0.00 Shoemaker 90670 (SM Ctr Yd) 4527 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon GARCIA, MICHAEL 06/01/2002 0.00 Shoemaker 90670 (SM Ctr Yd) 665010862 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon 11/01/2006 1,251.68 Shoemaker 90670 (SM Ctr Yd) 1ZCT20E226ZP27149 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon 11/01/2006 406.92 Shoemaker 90670 (SM Ctr Yd) lT9PL3220A1473016 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon N/A 08/11/2010 5,957.20 Shoemaker 90670 (SM Ctr Yd) 11685 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon 06/28/2011 7,970.58 Shoemaker 90670 (SM Ctr Yd) Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 51 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA ASSET DESC MANUFACTURER MODEL NUMBER NUMBER NUMBER 156488801 E0027664 GENERATOR ONAN M#7HGJAD ONAN 7HGJAD W/13-494 COMPARTMENT 156488901 E0027665 CAMERA TRANSPORTER BRASS CUES CPR COMPACT PIPE RANGER W/13-494 156489001 E0027667 CAMERA OZ III COLOR SEWER CUES MZ300-2D INSPECTION W/13-494 I564891 01 E0027669 LIFT ELECRTIC CAMERA FOR CUES CPR CPR W/13-494 156489201 E0027670 CAMERA TRANSPORTER WTR CUES TX361 COMPACT WHEELED W/13-494 I564893 01 E0027671 CAMERA OZ III COLOR SEWER CUES MZ300-2D INSPECTION W/13-494 156489401 E0027672 COMPUTER CUES GXP CUES GXP WINDOWS 7 RACK MTD W/13-494 I564895 01 E0027673 COMPUTER K2 SUMMIT PCU SUMMIT PCU W/13-494 156489601 E0027674 COMPUTER K2 SUMMIT CCU SUMMIT CCU W/13-494 I565362 01 E0043510 CUES MARK 3 VIDEO CABLE CUES MARK3 REEL 1000 FT. W/ 126C-003 I565363 01 E0043511 CUES PCU MARK 3/DISPLAY CUES MARK3 CASE W/126C-003 I565382 01 E0043513 CUES TRANSPORTER ASSY. M/C CUES WTRIII TRACK WTRIII W/126C-003 SR NUMBER LOC CD LOC DESC SLOC FA TYPE CUSTODIAN NAME END USER I ACQ DATE NET BOOK VALUE G120363759 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon N/A 03/26/2013 4,348.16 Shoemaker 90670 (SM Ctr Yd) 12101902 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon W/13-494 03/26/2013 10,086.49 Shoemaker 90670 (SM Ctr Yd) 12110604 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon W/13-494 03/26/2013 16,529.63 Shoemaker 90670 (SM Ctr Yd) 12100304 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon W/13-494 03/26/2013 3,952.86 Shoemaker 90670 (SM Ctr Yd) 12110202 S400 Sta Fe Springs - 12015 9421 E Tim Bohannon W/13-494 03/26/2013 7,028.05 Shoemaker 90670 (SM Ctr Yd) 12110603 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon W/13-494 03/26/2013 16,529.63 Shoemaker 90670 (SM Ctr Yd) WS501659 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon W/13-494 03/26/2013 11,590.59 Shoemaker 90670 (SM Ctr Yd) 12101605 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon W/13-494 03/26/2013 4,853.97 Shoemaker 90670 (SM Ctr Yd) 12110803 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon N/A 03/26/2013 4,642.95 Shoemaker 90670 (SM Ctr Yd) 17011303 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon 04/24/2017 -1,219.48 Shoemaker 90670 (SM Ctr Yd) 17020102 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon 04/24/2017 -1,262.60 Shoemaker 90670 (SM Ctr Yd) 17020601 S400 Sta Fe Springs- 12015 9421 E Tim Bohannon 04/24/2017 -584.32 Shoemaker 90670 (SM Ctr Yd) Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 52 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA ASSET DESC MANUFACTURERI MODEL NUMBER NUMBER NUMBER I565383 01 E0043514 CUES CAMERA ASSY. M/C OZIII CUES OZIII W/126C-003 PW15354 P0009674 BREATHG APPARATUS SCOTT TC13F401 SCBA S PW15356 P0009676 BREATHG APPARATUS SCOTT TC13F401 SCBA S PW20813 P0013303 GENERATOR ONAN 93 /GP728 ONAN PW20814 P0013304 CONCRETE SAW 98 TARGET TARGET PACIVBKM 14" / CS071 PW20815 P0013305 WELDER MILLER 2 FIFTY TWIN / MILLER 2 FIFTY TWIN I225113 PW20868 P0013350 TV/VCR COMBO PANASONIC PANASONIC HI FI STEREO PW20869 P0013351 TELEVISION ZENITH ZENITH PW20870 P0013352 VCR GO VIDEO DOUBLE DECK GO VIDEO PW20872 P0013354 SEWER CLEANING MACHINE ELECT/EEL PW20873 P0013355 VACUUM YARD PARKER PARKER SCAVENGER PW20874 P0013356 WASHER MACHINE MAY -FAG MAY -FAG SR NUMBER 17011804 99100115 99100118 1110740 224415 72-623643 EOAA10928 62244460053 644406050554 ELECTRIC EEL 2377A SV89301CSP 966B0091 31276590YY LOC LOC DESC SLOC FA CUSTODIAN END USER CD TYPE NAME S400 Sta Fe Springs - 12015 9421 E Tim Bohannon Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) ACQ DATE NET BOOK VALUE 04/24/2017 -1,264.95 03/01/1999 1,145.73 03/01/1999 1,145.73 05/01/2002 1.00 05/01/2002 1.00 05/01/2002 1.00 05/01/2002 1.00 05/01/2002 1.00 05/01/2002 1.00 06/01/2002 1.00 05/01/2002 1.00 05/01/2002 1.00 Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 53 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA I ASSET DESC MANUFACTURER I MODEL NUMBER NUMBER NUMBER PW20875 P0013357 DRYER MACHINE MAY -FAG MAY -FAG PW20887 P0013366 SELF RETRACTABLE ROSE MFG ROSE GYNAVAC PW20888 P0013367 SELF RETRACTABLE ROSE MFG ROSE DYNAVAC PW20890 P0013369 METAL DETECTOR GOLDAK UNDERGROUND PIPES GOLDAK PW21010 P0013463 TRIPOD ( I547626 ) PW21011 P0013464 TRIPOD PW21012 P0013465 TRIPOD PW21013 P0013466 TRIPOD PW21014 P0013467 TRIPOD ( I547624 ) PW22214 P0014557 SONY MAVICA MVC-FD200 SONY PW23085 P0015409 GENERATOR HONDA 11000 HONDA WATT ( GP756 ) PW26116 P0017999 MONITOR 19" SAMSUNG 91OMP SAMSUNG FLAT PANEL DYNAVAC DYNAVAC 5600 SR NUMBER 31395428YY D11651M D11579M 641262 10941 10966 10984 10970 10934 MAVICA MVC-FD200 382476 EB11000 3009939 91OMP FLTPANEL MZ19HCHY701073P SILVR LOC LOC DESC SLOC FA CUSTODIAN END USER CD TYPE NAME S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MICHAEL Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon Shoemaker 90670 (SM Ctr Yd) ACQ DATE NET BOOK VALUE 05/01/2002 1.00 01/01/2002 1.00 06/01/2002 1.00 06/01/2002 1.00 06/01/2002 1.00 06/01/2002 1.00 06/01/2002 1.00 06/01/2002 1.00 06/01/2002 1.00 08/01/2002 540.00 06/16/2003 3,662.00 08/01/2005 401.63 Run Date: 01/29/2018 County of Los Angeles Run Time: 10:26:06 AM Department of Public Works DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC LOC DESC SLOC FA CUSTODIAN END USER NUMBER NUMBER CD TYPE NAME PW26170 P0018052 MONITOR 19" SAMSUNG 910MP SAMSUNG 910MP MZ19HCHY701061D 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon FLAT PANEL Shoemaker 90670 (SM Ctr Yd) PW26852 P0018725 LAPTOP DELL LATITUDE 810 DELL 810 LATITUDE 6RGN691 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon HILL, JAMIE Shoemaker 90670 (SM Ctr Yd) PW27895 P0019836 GAS MONITOR ISC ITX MULTI IND SCIENTIFIC ITX MULTI GAS 06020F1221 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon GAS Shoemaker 90670 (SM Ctr Yd) PW28416 P0027996 GAS DETECTOR MONIIR ISC ITX IND SCIENTIFC ITX MULTI 06020F1222 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon MULTI CO Shoemaker 90670 (SM Ctr Yd) PW28825 P0028293 SCANNER HP 8250 SCANJET HEWLETT 8250 SCANJET CN67MA0515 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon PACKARD Shoemaker 90670 (SM Ctr Yd) PW29544 P0029216 CAMERA CASIO DIGITAL CASIO EXZ1050 EXILIM 80013815AD 5400 Sta Fe Springs- 12015 9421 P Tim Bohannon EXZ1050 EXILIM DIGTL Shoemaker 90670 (SM Ctr Yd) PW29759 P0029692 FLOW METER HACH SIGMA 910 HACH CO SIGMA 910 PORT 070800061192 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon VIVES, JAMES PORT Shoemaker 90670 (SM Ctr Yd) PW29951 P0029611 MONITOR DELL ULTRASHARP DELL ULTRASHARP 1908FP CNODY8404663375PGDSR 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon 1908FP Shoemaker 90670 (SM Ctr Yd) PW30640 P0031567 GAS MONITOR INDUSTRIAL INDUSTRIAL ITX 18104307-11014 07060A4022 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE SCIENTIFIC CORP. ITX SCIENTIFIC CDR Shoemaker 90670 (SM Ctr 18104307-11014 Yd) PW30641 P0031568 GAS MONITOR INDUSTRIAL INDUSTRIAL ITX 18104307-11014 0705190005 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE SCIENTIFIC CORP. ITX SCIENTIFIC CDR Shoemaker 90670 (SM Ctr 18104307-11014 Yd) PW30643 P0031570 DOCKING STATION INDUSTRIAL INDUSTRIAL DS2 ITX IDS 070600W-048 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE SCIENTIFIC DS2 ITX IDS SCIENTIFIC CDR 1810-5551-000 Shoemaker 90670 (SM Ctr 1810-5551 Yd) PW30644 P0031571 DOCKING STATION INDUSTRIAL INDUSTRIAL DS2 ITX IDS 070600W-042 5400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE SCIENTIFIC DS2 ITX IDS SCIENTIFIC CDR 1810-5551-000 Shoemaker 90670 (SM Ctr 1810-5551 Yd) DeRS Report ID: FA-O-ASSETS-1.005 Page: 54 of 57 ACQ DATE NET BOOK VALUE 08/01/2005 405.13 O1/01/2006 2,098.06 04/01/2006 1,571.00 04/01/2006 1,571.00 02/01/2007 991.21 08/01/2007 319.36 09/01/2007 4,113.83 09/01/2007 268.86 06/28/2007 1,371.90 06/28/2007 1,371.90 06/28/2007 1,538.57 06/28/2007 1,538.57 Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 55 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA ASSET DESC MANUFACTURERI MODEL NUMBER SR NUMBER NUMBER NUMBER I PW30689 P0031600 GAS MONITOR INDUSTRIAL INDUSTRIAL ITX 18104307-11014 0706OA4023 SCIENTIFIC CORP ITX SCIENTIFIC CDR 18104307-11014 PW30690 P0031601 GAS MONITOR INDUSTRIAL INDUSTRIAL ITX 18104307-11014 0706OA4033 SCIENTIFIC CORP ITX SCIENTIFIC CDR 18104307-11014 PW30692 P0031603 GAS MONITOR INDUSTRIAL INDUSTRIAL ITX 18104307-11014 0706OA4029 SCIENTIFIC CORP ITX SCIENTIFIC CDR 18104307-11014 PW30693 P0031604 GAS MONITOR INDUSTRIAL INDUSTRIAL ITX 18104307-11014 0706OA4030 SCIENTIFIC CORP ITX SCIENTIFIC CDR 18104307-11014 PW32833 P0032621 CANON POWER SHOT A2000IS CANON POWER SHOT 8826402453 A2000IS PW33613 P0033619 MONITOR HP LA2205WG HP LA2205WG 3CW0143HGJ PW33903 P0034061 STORAGE SEAGATE FREE AGENT SEAGATE 320GB PW33956 P0034096 DIGITAL CAMERA OLYMPUS OLYMPUS STYLUS 7030 PW34468 P0034433 MONITOR HP LP2405WG HP PW36657 P0038011 HP LA2405X MONITOR HP PW36891 P0038303 HP LA2405X MONITOR HP PW38581 P0041463 HP PROBOOK 6570B LAPTOP HP FREE AGENT320GB 2GE6MY5T STYLUS 7030 35U226371 LP2405WG CN40390348 LA2405X CN42230P33 LA2405X CN42330N33 PROBOOK 6570B 5CB3430D7R LOC LOC DESC SLOC FA CUSTODIAN END USER CD TYPE NAME S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon JIM VIVES Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon JIM VIVES Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon GARCIA, MIKE Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon ALONSO JUAN Shoemaker 90670 (SM Ctr Yd) A223 Alhambra - 1000 S. 9432 P Tim Bohannon TIM BOHANON Fremont Ave. 91803 (Braun 4th FI) ACQ DATE NET BOOK VALUE 06/28/2007 1,371.90 06/28/2007 1,371.90 06/28/2007 1,371.90 06/28/2007 1,371.90 09/30/2009 198.24 05/18/2010 192.06 08/30/2010 85.41 09/13/2010 191.13 11/09/2010 271.08 08/06/2012 225.19 01/08/2013 233.19 11/26/2013 1,125.53 Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 56 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA I ASSET DESC MANUFACTURER I MODEL NUMBER NUMBER NUMBER PW41075 P0039491 HP ELITE 6300 PRO COMPUTER HP ELITE 6300 PRO PW41252 P0039888 VIEWSONIC VS14565-1M HDMI VIEWSONIC VS14565-1M 19" MONITOR W/13-494 PW41253 P0039889 VIEWSONIC VS14565-1M HDMI VIEWSONIC VS14565-1M 19" MONITOR W/13-494 PW41254 P0039890 VIEWSONIC VS14565-1M HDMI VIEWSONIC VS14565-1M 19" MONITOR W/13-494 PW41513 P0040332 HP ELITE 6300 PRO COMPUTER HP ELITE 6300 PRO SR NUMBER MXL3071NGW T15121800707 T15121800933 T15121801205 MXL3161ZBR PW41514 P0040333 HP ELITE 6300 PRO COMPUTER HP ELITE 6300 PRO MXL3161Z7K PW41660 P0039891 PROTOTEK LF2000 DIGITAL PROTOTEK LF2000 122344 LOCATOR TO USE WITH SONDE W/13-494 PW42674 P0043646 HP 2405X - 24 INCH HP LA2405X CN4452023Q PW42756 P0043803 HP PRODESK 600G1 - BUSINESS HP 600 GI MXL5170321 DESKTOP PW42757 P0043819 HP PRODESK 600- BUSINESS HP 600 AOI MXL51925CM ALL -IN -ONE PW44062 P0045115 HARRIS RADIO XG-75 HARRIS XG-75 A40205005000 PW44063 P0045116 HARRIS RADIO XG-75 HARRIS XG-75 A40205004FFF LOC LOC DESC SLOC FA CUSTODIAN END USER CD TYPE NAME S400 Sta Fe Springs - 12015 9421 P Tim Bohannon JUAN ALANZO Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon W/13-494 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon W/13-494 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon W/13-494 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon FRANK BENSON Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon MIKE GARCIA Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon W/13-494 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A Shoemaker 90670 (SM Ctr Yd) ACQ DATE NET BOOK VALUE 03/28/2013 664.64 03/26/2013 715.03 03/26/2013 715.03 03/26/2013 715.03 05/22/2013 664.64 05/22/2013 664.64 03/26/2013 1,956.54 04/07/2015 250.78 05/18/2015 607.02 05/18/2015 858.87 10/01/2015 2,800.00 10/01/2015 2,800.00 Run Date: 01/29/2018 County of Los Angeles DeRS Report ID: FA-O-ASSETS-1.005 Run Time: 10:26:06 AM Department of Public Works Page: 57 of 57 DPW eCAPS Reporting System (DeRS) ASSETS BY DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO CUSTODIAN NAME: Tim Bohannon TAG FA I ASSET DESC MANUFACTURER I MODEL NUMBER NUMBER NUMBER PW44064 P0045117 HARRIS RADIO XG-75 HARRIS XG-75 PW44065 P0045118 HARRIS RADIO XG-75 HARRIS XG-75 PW44439 P0045918 HP E242 - 24 INCH HP E242 PW44992 P0046583 HP PRODESK 400 G1 - BUSINESS HP 400G1 DESKTOP PW44998 P0046589 HP PRODESK 400 G1 - BUSINESS HP 400G1 DESKTOP PW45710 P0047151 HAMMER INGERSOLL RAND INGERSOLL MX90-STD MX90-STD 14W0830 W/21-320 RAND PW9104 P0021660 CABLETRON SEHI-24 SEHI-24 Summary SR NUMBER A4020500503F A402050041`70 CN4609OPKV MXL61523R3 MXL61526FL 14W0830 1094610008 LOC LOC DESC SLOC FA CUSTODIAN END USER ACQ DATE NET BOOK CD TYPE NAME I VALUE S400 Sta Fe Springs- 12015 9421 P Tim Bohannon N/A 10/01/2015 2,800.00 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A 10/01/2015 2,800.00 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon JENNIFER E. GARCIA 04/15/2016 225.71 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A 04/14/2016 581.52 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon N/A 04/14/2016 581.52 Shoemaker 90670 (SM Ctr Yd) S400 Sta Fe Springs - 12015 9421 P Tim Bohannon 10/27/2016 Shoemaker 90670 (SM Ctr Yd) A600 Arcadia - 125 S. Baldwin 8581 P Tim Bohannon FRANK BENSON 03/01/1996 2,364.00 Ave. 91007 (BS San Gabriel Valley) TOTAL FOR CUSTODIAN: PWTBOHANNO 881,584.38 TOTAL RECORD COUNT: 713 APPENDIX C LOCATION MAP FOR SEWER MAINTENANCE DISTRICTS YARDS AND PUMP STATIONS AND CITY OF SANTA CLARITA SEWER FACILITIES �SANTA CLARITA Sewer Facilities ---.--- MaWk 0 "Shim �236w4f7runKuno dFcayo-%*m €wma 6aundary f\j SRO 5E1"f Al.efNw g� P 0.6 1 2 , \ e a i __. v _.� { �..-p,a•Rnln (.tax: a+ 4Y r I :• - r� l'J�jff Lake Hughes WRP 17201 Elizabeth Lake Road Lake Hughes, CA 93532 561-724-9087 'We North Yard 45712 North Division Street Lancaster, CA 93534 11 661-942-6042 l 5 :� Santa Clarita Sub Yard 21014 Golden Triangle Road Saugus, CA 91350 661�226_0672 Esst Yard 2849 South Myrtle Avenue pIrwindale, CA 91707/, 626-446-5227 J ".... r Malibu Mesa WRP Trancas WRP 3863 Malibu Country Road 3 6338 Paseo Canyon Drive Malibu, CA 90265 Malibu, CA 90265 310-456-1470 310-457-6069 Lawndale Sub Yard Malibu WRP 4055 da Marine Avenue ` 3620 Vista Pacifica Street La, 90260 Malibu, CA 90265 310-679--679-2550 310-456-3436 South Yard 1129 East 59th Street Los Angeles, CA 90001 323-233-3330 Central Yard L _ 12015 Shoemaker Avenue - Santa Fe Springs, CA 90670 562-941_7011 I '1 Los Angeles County Department of Public Works Sewer Maintenance Districts Sewer Maintenance Facilities Legend SMD_Maintenance_Yards SMD Water Reclamation Plants SMD Pump Stations County Supervisorial Districts L _ Cities Sewer Maintenance Service Area By Yard: North Yard - South Yard East Yard - Central Yard r PUBLIC WORKS m/ 0 2 4 8 12 16 Miles file: CIMy('IesloeopleWicklFacildies1117 20120328 - bylt C1 /_1»=1LlIo]1:vol SSMP AUDIT REPORT City of Santa C larita Public Works Department SEWERSYSTEM MANAGEMENT PLAN AUDITREPORT October 2024 I. Executive Summary The City of Santa Clarita's Engineering Services Division conducted an internal audit of the Sewer System Management Plan (SSMP) in October 2024. The purpose of the audit was to evaluate the effectiveness of the SSMP and to determine the City's compliance with SSMP requirements. The audit was conducted by a team consisting of a Senior Engineer and Assistant City Engineer. The task of the audit team was to determine compliance with the 11 Elements of the SSMP, to evaluate whether the measures outlined in the SSMP were implemented, to identify any deficiencies in the SSMP, to note any corrective actions taken and/or that need to be taken, and to emphasize areas in which the division was successful in effectively achieving goals. The team used an audit checklist based on the General Waste Discharge Requirements and specific to the City's sewer system to conduct the audit. The City is one of the contract City's that utilizes the County of Los Angeles Consolidated Sewer maintenance District (CSMD) for field operations and maintenance functions. CMSD conducts its own internal audit as well as it relates to the Operation and Maintenance Program, Spill Emergency Response Plan and Sewer Pipe Blockage Control Program Plan. 11. SSMP Program Completed Audit Checklist 1. Goals Provide and maintain Y Y Wastewater system continues to meet wastewater system that the needs of all segments of the City efficiently meets the needs of service. all segments of the service area Operate the system in Y Y The City in coordination with the County compliance with all of Los Angeles Consolidated Sewer regulatory requirements to Maintenance District (CSMD) strives to protect the quality of water operate in compliance with all regulatory resources and the quality of requirements. the environment Implement a proactive system Y Y The Los Angeles County CSMD for completing maintenance implements a 5-year CIP program with and repair of the system in prioritized repairs to improve the order to provide reliable reliability of the City's system. service now and into the future Continue the wastewater Y Y Training of employees remains a priority division employee within the City as well as CSMD. development program to improve qualifications and performance, and to assure all operations are performed in a safe manner to avoid personal injury and property damage SSMP Completed Audit Checklist & Action Items 2. Organization Designate LRO Y Y Assistant City Engineer has been designated as the LRO. ACTION: Designate Public Works Director as backup LRO. Names and phone numbers Y Y Required information is included in for key management SSMP. personnel ACTION: Update names and/or positions for key management personnel as staff changes occurs. Names and phone numbers Y Y Required information is included in for key administrative SSMP. personnel ACTION: Update names and/or positions for key administrative personnel; coordination with County CSMD. Names and phone numbers Y Y Required information is included in for key maintenance SSMP. personnel ACTION: Update names and/or positions for key maintenance personnel in coordination with County CSMD. Chain of communication for Y Y Required information is included in reporting SSOs SSMP. ACTION: Update as staff names and contact information changes in coordination with County CSMD. 3. Legal Authority Preventillicit discharges to Y Y Addressed by City Unified Development sanitary sewer system Code. ACTION: Add links to access documents on City website including links to Los Angeles County Plumbing Codes. Require sewers and Y Y Addressed by City Municipal Code. connections be properly ACTION: Include Code references in designed and constructed Legal Authority Checklist; add links to access documents on City website SSMP Completed Audit Checklist & Action Items Ensure access for inspection, Y Y Addressed by City Municipal Code. maintenance, and repairs ACTION: Include Code references in (includes public portion of lateral) Legal Authority Checklist; add links to access documents on City website Limit discharge of FOGand Y Y Addressed by City Municipal Code. debris that may cause ACTION: Include Code references in blockages Legal Authority Checklist; add links to access documents on City website Require the installation of Y Y Addressed by City Municipal Code. grease removal devices ACTION: Include Code references in Legal Authority Checklist; add links to access documents on City website AbilitytoinspectFOG Y Y Provided through City Municipal Code producing facilities and inspection implemented by City Environmental Services division ACTION: Include City's responsible division to implement routine inspection in Legal Authority Checklist; add links to access documents on City website Enforce violations of the Y Y Addressed by City Municipal Code. Link to City's sewer ordinances access code is also available on City's website. 4.Operations & Maintain up-to-date maps of Y Y Up-to-date GIS Sanitary Sewer system Maintenance the sanitary sewer system maps are maintained and available upon Program request and also on the City's website. Also a link to the County CSMD Interactive sewer network map is available on City website Describe routine preventative Y Y Routine preventative maintenance maintenance program program is performed by CSMD. SSMP Completed Audit Checklist & Action Items Document completed preventive maintenance using system such as work orders Y Y The City's Resident Service Request (RSC) database system is used to generate work orders to CSMD, document work completed, and to provide various reports. Provide regular technical Y Y Staff attends seminars and information training for City staff sessions as provided by the Los overseeing the management of Angeles County CSMD. the City's SSMP 5. Design & Design and construction Y Y Standard Specifications and Standard Performance standards for new sewer Drawings for new systems are provided Provisions system facilities for developers and their engineers as part of the review of sewer plans and permitting process. ACTION: Revise section to briefly describe documents and include references to specific pages/sections that address the requirement(s) such APWA design standards and Greenbook Specifications; Add links foraccessing documents on City website. 5. Design & Performance Procedures for the inspection Y Y Standard Specifications and Standard Provisions and acceptance of new sewer Drawings for both new facilities and system facilities repair/rehab of existing facilities include testing methods and standards to assure system facilities are constructed properly. ACTION: Revise section to briefly describe documents and include references to specific pages/sections that address the requirement(s); Add links for accessing documents on City website. 5. Design & Performance Procedures for the inspection Y Y Standard Specifications and Standard Provisions and acceptance of new sewer Drawings for both new facilities and system facilities repair/rehab of existing facilities include testing methods and standards to assure system facilities are constructed properly. ACTION: Revise section to briefly describe documents and include references to specific pages/sections that address the requirement(s); Add links for accessing documents on City website. 5. Design & Performance Procedures for the inspection Y Y Standard Specifications and Standard Provisions and acceptance of repaired Drawings for both new facilities and and rehabilitated sewer repair/rehab of existing facilities include system facilities testing methods and standards to assure system facilities are constructed properly. ACTION: Revise section to briefly describe documents and include references to specific pages/sections that address the requirement(s); Add links for accessing documents on City website. 6. Overflow Procedures for the Y Y Procedures in place as reference to CSMD. Emergency notification of primary Response Plan responders Procedures for the Y Y Procedures in place. notification of regulatory agencies. Program to ensure y y Response procedure documented in appropriate response to all Sanitary System Overflow Response SSOs Plan prepared by CSMD. Proper reporting of all SSOs Y Y SSO reporting procedure documented in Sanitary System Overflow Response Plan as prepared by CSMD and shared with City regularly. Procedure to ensure city staff y y Procedures are in place to assure that are aware of and follow the staff follows plan; documented in Sewer Overflow Response Sanitary System Overflow Response Plan Plan. ACTION: Regularly check with CSMD to check for updates to their SSMP Completed Audit Checklist & Action Items Procedure to ensure Y Y This requirement should be included in contractor personnel are all Public Works Contracts and trained in the Sewer Overflow coordinated with CSMD. Response Plan procedures ACTION: Add appropriate language to all construction contracts & provide training at pre -construction meeting. Procedures to address Y Y The SSMP provides names and contact emergency operations such as information for assistance with traffic and crowd control emergency traffic control. ACTION: Expand information available on emergency traffic control and crowd control. Program to prevent the Y Y Spill Response Procedures in the Sewer discharge of sewage to System Overflow Response Plan focus on surface waters containing the overflow as soon as possible to prevent sewage from reaching surface waters. Program to minimize or Y Y Spill Response Procedures in the Sewer correct the impacts of SSOs System Overflow Response Plan include that occur restoring any area affected by the sewage spill. 7. Sewer Pipe Conduct public outreach Y y City website includes information to public Blockage Control on 13MPs Program ACTION: Continue reaching out to County CSMD to look into implementing their practices as well for public outreach 8. System Identification of elements of y y There were no SSOs caused by hydraulic Evaluation & the sewer system that deficiencies from 2021-2024. Capacity experience or contribute to Assurance Plan SSOs caused by hydraulic deficiencies Establish design criteria that Y Y Existing design criteria provides provides adequate capacity adequate capacity. SSMP Completed Audit Checklist & Action Items 9. Monitoring, Maintain relevant y y The City of Santa Clarita SSMP uses Measurement, & information to establish, performance indicators to provide Program evaluate, and prioritize SSMP information to allow for evaluation and Modifications activities prioritization of SSMP activities. ACTION: Review current performance measures and revise list to allow for data necessary to evaluate and prioritize SSMP activities. Monitor implementation of Y Y The SSMP performance indicators are SSMP also used to monitor the implementation of the SSMP elements. Identify and illustrate SSO Y Y This section provides charts/graphs to trends illustrate trends/progress based on information collected. ACTION: Update section using data collected from 2022-2024. SSMP Completed Audit Checklist & Action Items 10. SSMP Conduct program audit every N Y Formal program audits were not Program Audits two years conducted every two years as required due to recent staff changes and reorganization. However, completion of this audit document will be a complete review all years since the approval of the SSMP by the City Council in March 2015. ACTION: Future program audits will be conducted according to requirements of the 2022 General Waste Discharge Order. Record the results of the audit I Y I Y I Results of this audit will be documented in a report in an audit report. Record the changes made Y Y Changes made to the SSMP will be and/or corrective actions recorded in a "Change Log" and included taken as an appendix to the S SMP. 11 . Communicate with the public Y Y The 6-year re -certification process Communications regarding the performance of allows an opportunity for public input on Program the SSMP the implementation of the SSMP during City Council review. In addition, the SSMP and associated documents are posted on the City website for public access. Report Certified by: Name: Amalia PE APPENDIX E NOT USED APPENDIX F CONDITION ASSESSMENT REPORT FOR CITY OF SANTA CLARITA MARK PESTRELLA, Director August 7, 2018 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS "To Enrich Lives Through Effective and Caring Service" 900 SOUTH FREMONT AVENUE ALHAMBRA, CALIFORNIA 91803-1331 Telephone: (626) 458-5100 http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO: P.O. BOX 1460 ALHAMBRA, CALIFORNIA 91802-1460 Mr. Robert Newman Director of Public Works City of Santa Clarita 23920 Valencia Boulevard, Suite 300 Santa Clarita, CA 91355-2196 Attention Ms. Carrie Lujan Dear Robert: CONSOLIDATED SEWER MAINTENANCE DISTRICT CONDITION ASSESSMENT PROGRAM REPORT PROJECT NOS. YOTV1314A1 AND YOTV1415A IN REPLY PLEASE REFERTOFILE SM-1 This letter is to inform you that the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District has completed its condition assessment of the City of Santa Clarita's sewer system. The enclosed Condition Assessment Reports for Project Nos. YOTV1314A1 and YOTV1415A provides details regarding the maintenance and structural condition of your sewer mainlines. Please note that the report for Project No. YOTV0910D, for the balance of your system, was transmitted to your City on November 19, 2013. The information contained in all three reports should be included in your agency's Sewer System Management Plan as a reference in Chapter 8, System Evaluation and Capacity Assurance Plan. The segments with critical maintenance issues have been cleaned and, where appropriate, incorporated into our enhanced maintenance cleaning schedule for continued monitoring. In addition, segments with severe structural defects have either been repaired or will be scheduled for corrective action as part of the ongoing Accumulative Capital Outlay Program. Mr. Robert Newman August 7, 2018 Page 2 If you have any questions regarding this report or the Condition Assessment Program, please contact Ms. Kari Eskridge, Sewer Maintenance Division, at (626) 300-3390, Monday through Thursday, 7 a.m. to 5 p.m., or at keskridge(@dpw.lacounty.gov. Very truly yours, MARK PESTRELLA Direct r of Public Works WILLIAM J. WINTER Assistant Deputy Director Sewer Maintenance Division CK:lb H:\SMHOME\LBOBADILLA\2018\LETTERS & MEMOS\1077.DOCX Enc. bc: KE, FILE (Project YOTV1314A1), SPINDLE CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS CONSOLIDATED SEWER MAINTENANCE DISTRICT 100% SUMMARY SUP. 5 MAP 1216, 1255, 1256, 1257, 1293, 1294, DISTRICT(S) PAGE(S): 1295, 1296, 1297, 1298, 1331, 1332, 1333, 1334, 1335, 1336, 1337, 1372, 1373, 1374, 1375, 1416, 1417, 1418, 1460, 1461, 1511, 1512, 1513 Report By: Clement Khong Report Date: 8/7/2018 INTRODUCTION As part of the Sewer Condition Assessment Program, the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District (District) has completed the closed-circuit television inspection of 2,219,586 feet or 100 percent of the City of Santa Clarita's (City) sewer system. The closed-circuit television inspection of the City was completed in three projects (Project Nos. YOTV0910D, YOTV1314A1, and YOTV1415A). A copy of the Condition Assessment Report for Project No. YOTV0910D can be found in the District's website at http://dpw.lacounty.gov/smd/ccty/citv/. Enclosed for your reference are Condition Assessment Reports for Project Nos. YOTV1314A1 and YOTV1415A. SUMMARY MAINTENANCE REPORT Our inspection revealed that approximately 86.2 percent of the system televised was free of significant blockages or restrictions that would impede sewer flows. However, the remaining 13.8 percent of the inspected pipe segments within the City had a Pipeline Assessment and Certification Program (PACP) maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been addressed with corrective action taken as noted in the enclosed reports. QUICK MAINTENANCE RATING TABLE DEFECT PIPE LENGTH PERCENT TOTAL NO. OF GRADE (FT) INSPECTED PIPE SEGMENTS LENGTH 1: Minor 1,284,590 57.9 6,117 2: Minor to Moderate 628,542 28.3 3,075 3. Moderate 147,183 6.6 642 4: Significant 134,441 6.1 558 5: Most Significant 24,830 1.1 112 TOTAL 2,219,586 100.0 10,504 Page 1 of 2 SUMMARY STRUCTURAL REPORT Our inspection revealed that approximately 95.7 percent of the inspected pipe segments within the City were free of significant structural defects. However, the remaining 4.3 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. The priority lists for these items are located in the enclosed reports. QUICK STRUCTURAL RATING TABLE DEFECT PIPE PERCENT TOTAL NO. OF GRADE LENGTH (FT) INSPECTED PIPE SEGMENTS LENGTH 1: Minor 1,650,893 74.4 7,988 2: Minor to Moderate 352,929 15.9 1,591 3: Moderate 120,304 5.4 511 4: Significant 71,864 3.2 303 5: Most Significant 23,596 1.1 111 TOTAL 2,219,586 100.0 10,504 Page 2 of 2 CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: YOTV1314A1 PROJECT MGR: Hanna Kebede PROJECT DATE: 5/28/14 CONTACT NO: (626) 300-4686 SUP. DISTRICT(s): 5 MAP PAGE(S): 1255, 1257, 1293, 1294, 1295, 1296, 1297, 1331, 1332, 1333, 1334, 1335, 1336, 1372, 1373, 1374, 1375, 1416, 1417, 1459, 1460, 1461, 1511, 1512, 1513 Report By: Clement Khong Report Date: 8/7/18 INTRODUCTION The District conducted a condition assessment of 1,024,697 feet or 46.1 percent of the City's entire sewer system as part of Project No. YOTV1314A1. The enclosed Condition Assessment Report outlines the structural and maintenance ratings of your system based on the PACP's (Version 6.0.1) rating methodology. Included in the report are the following: • Project Overview Map (Enclosure 1) • Quick Maintenance Rating Map, High Water Levels List and Map, Infiltration List and Map, and Sample Lateral Notice Letter (Enclosure 2) • Quick Structural Rating Report Priority List and Quick Structural Rating Priority Map (Enclosure 3) The Sewer Condition Assessment Program utilizes the PACP Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project No. YOTV1314A1 included sewer lines located in the unincorporated County of Los Angeles and the City of Santa Clarita. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1). DEFECT GRADE DESCRIPTION The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects while a grade of 5 indicates that a pipe segment may require immediate attention. A legend of the five possible defect grades is as follows: Grade Defect Grade Description 1: MINOR 2: MINOR TO MODERATE MODERATE 4: SIGNIFICANT 5: MOST SIGNIFICANT MAINTENANCE REPORT Our inspection revealed that approximately 87.2 percent of the system televised in your City as part of Project No. YOTV1314A1 was free of significant blockages or restrictions that would impede sewer flows. However, the remaining 12.8 percent of the pipe segments within the City had a PACP maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our routine cleaning schedule with corrective action taken. A color -coded map showing the quick maintenance rating for each pipe segment is provided in Enclosure 2. QUICK MAINTENANCE RATING TABLE DEFECT GRADE PIPE LENGTH (FT) PERCENT TOTAL INSPECTED PIPE LENGTH NO. OF SEGMENTS 1: Minor 761,475 74.3 3,626 2: Minor to Moderate 131,935 12.9 588 3: Moderate 61,107 6.0 274 4: Significant 58,675 5.7 256 5: Most Significant 11,505 1.1 54 TOTAL 1,024,697 100.0 4,798 Lateral Notices Also included in the maintenance inspection reports are private lateral deficiencies discovered during the assessment of the mainline. The District does not maintain lateral lines. It is the responsibility of the property owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Letters have been sent to property owners in your City notifying them of the maintenance issues detected in their laterals. A sample lateral notice letter is provided in Enclosure 2 for your reference. High Water Levels Our inspection revealed that approximately 98.3 percent of the system televised has adequate capacity. Approximately 1.7 percent of the segments inspected exhibited visual signs associated with high water levels. The capacity of the sewer pipe can be determined by analyzing several PACP codes, including Water Level, Water Mark, and miscellaneous remarks, which indicate the camera was underwater or there were sags in the line. A sewer pipe is considered at capacity when 50 percent of the diameter of the sewer pipe is full of water. However, there are conditions in which the Water Level or Water Mark has reached 50 percent or greater due to heavy flows in adjoining pipes, a temporary stoppage caused by debris in the sewer lines, or a sag in the line. Therefore, additional review of these pipe segments was conducted to determine if any capacity issues exist. All sewer pipes where the Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line are at or above 50 percent capacity have been listed and analyzed on the High Water Level Table in Enclosure 2. The nature of these high water level conditions is also summarized on this table. A map showing the sewer lines with high water levels is provided in Enclosure 2. Infiltration Our inspection revealed that approximately 0.3 percent of the system included in your City as part of Project No. YOTV1314A1 has infiltration within the pipe segments. Infiltration is the ingress of groundwater into the sewers through a defect or porous area of the pipe wall. All sewer pipes where infiltration was found are listed on the Infiltration Table in Enclosure 2. This table also provides the proposed corrective action for these impacted sewer segments. If a corrective action is proposed, the work will be programmed in the next 24 months as part of our ongoing Accumulative Capital Outlay Program. A map showing the sewer lines with infiltration is provided in Enclosure 2. STRUCTURAL REPORT Our inspection revealed that approximately 94.8 percent of the inspected pipe segments within the City were free of severe structural defects. However, the remaining 5.2 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For items 1 through 230 in the Quick Structural Rating Report Priority List (Enclosure 3), which warrant a corrective action, the proposed corrective action will be programmed in the next 24 months as part of the ongoing Accumulative Capital Outlay Program. A color -coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. QUICK STRUCTURAL RATING TABLE DEFECT PIPE LENGTH GRADE (FT) PERCENT TOTAL NO. OF INSPECTED PIPE SEGMENTS LENGTH 1: Minor 695,336 67.8 3,302 2: Minor to Moderate 215,526 21.0 998 3: Moderate 60,984 6.0 268 4: Significant 39,922 3.9 172 5: Most Significant 12,929 1.3 58 TOTAL 1,024,697 100.0 4,798 CONDITION ASSESSMENT PROJECTS The Sewer Condition Assessment Program performed the condition assessment of the sewer lines within the City according to the following schedule: FISCAL YEAR PROJECT NAME LENGTH (FT) PERCENTAGE OF SYSTEM STATUS 2009-10 YOTV0910D 329,847 14.9 COMPLETED 2013-14 Y0TV1314A1 1,024,697 46.1 COMPLETED 2014-15 YOTV1415A 865,042 39.0 COMPLETED TOTAL 2,219,586 100.0 CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: YOTV1415A PROJECT MGR: Hanna Kebede PROJECT DATE: 12/15/15 CONTACT NO: (626) 300-4686 SUP. 5 MAP PAGE(S): 1216, 1255, 1256, 1257, 1293, DISTRICT(s): 1294, 1295, 1296, 1297, 1298, 1332, 1333, 1334, 1336, 1337, 1512 Report By: Clement Khong Report Date: 8/7/18 INTRODUCTION The District conducted a condition assessment of 865,042 feet or 39 percent of the City's entire sewer system as part of Project No. YOTV1415A. The enclosed Condition Assessment Report outlines the structural and maintenance ratings of your system based on the PACP (Version 6.0.1) rating methodology. Included in the report are the following: • Project Overview Map (Enclosure 1) • Quick Maintenance Rating Map, High Water Levels List and Map, Infiltration List and Map, and Sample Lateral Notice Letter (Enclosure 2) • Quick Structural Rating Report Priority List and Quick Structural Rating Priority Map (Enclosure 3) The Sewer Condition Assessment Program utilizes the PACP's Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project No. YOTV1415A included sewer lines located in the Cities of Lakewood and Santa Clarita. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1). DEFECT GRADE DESCRIPTION The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects while a grade of 5 indicates that a pipe segment may require immediate attention. A legend of the five possible defect grades is as follows: Grade Defect Grade Description 1: MINOR 2: MINOR TO MODERATE 3: MODERATE 4: SIGNIFICANT 5: MOST SIGNIFICANT MAINTENANCE REPORT Our inspection revealed that approximately 84.3 percent of the system televised in your City as part of Project No. YOTV1415A was free of significant blockages or restrictions that would impede sewer flows. However, the remaining 15.7 percent of the pipe segments within the City had a PACP maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our routine cleaning schedule with corrective action taken. A color -coded map showing the quick maintenance rating for each pipe segment is provided in Enclosure 2. QUICK MAINTENANCE RATING TABLE DEFECT GRADE PIPE LENGTH (FT) PERCENT TOTAL INSPECTED PIPE LENGTH NO. OF SEGMENTS 1: Minor 521,164 60.2 2,469 2: Minor to Moderate 208,362 24.1 1,009 3: Moderate 67,314 7.8 284 4: Significant 58,626 6.8 230 5: Most Significant 9,576 1.1 41 TOTAL 865,042 100.0 4,033 Lateral Notices Also included in the maintenance inspection reports are private lateral deficiencies discovered during the assessment of the mainline. The District does not maintain lateral lines. It is the responsibility of the property owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Letters have been sent to property owners in your City notifying them of the maintenance issues detected in their laterals. A sample lateral notice letter is provided in Enclosure 2 for your reference. High Water Levels Our inspection revealed that approximately 97.7 percent of the system televised has adequate capacity. Approximately 2.3 percent of the segments inspected exhibited visual signs associated with high water levels. The capacity of the sewer pipe can be determined by analyzing several PACP codes, including Water Level, Water Mark, and miscellaneous remarks, which indicate the camera was underwater or there were sags in the line. A sewer pipe is considered at capacity when 50 percent of the diameter of the sewer pipe is full of water. However, there are conditions in which the Water Level or Water Mark has reached 50 percent or greater due to heavy flows in adjoining pipes, a temporary stoppage caused by debris in the sewer lines, or a sag in the line. Therefore, additional review of these pipe segments was conducted to determine if any capacity issues exist. All sewer pipes where the Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line are at or above 50 percent capacity have been listed and analyzed on the High Water Level Table in Enclosure 2. The nature of these high water level conditions is also summarized on this table. A map showing the sewer lines with high water levels is provided in Enclosure 2. Infiltration Our inspection revealed that approximately 0.3 percent of the system included in your City as part of Project No. YOTV1415A has infiltration within the pipe segments. Infiltration is the ingress of groundwater into the sewers through a defect or porous area of the pipe wall. All sewer pipes where infiltration was found are listed on the Infiltration Table in Enclosure 2. This table also provides the proposed corrective action for these impacted sewer segments. If a corrective action is proposed, the work will be programmed in the next 24 months as part of our ongoing Accumulative Capital Outlay Program. A map showing the sewer lines with infiltration is provided in Enclosure 2. STRUCTURAL REPORT Our inspection revealed that approximately 96.6 percent of the inspected pipe segments within the City were free of severe structural defects. However, the remaining 3.4 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For items 1 through 120 in the Quick Structural Rating Report Priority List (Enclosure 3), which warrant a corrective action, the proposed corrective action will be programmed in the next 24 months as part of the ongoing Accumulative Capital Outlay Program. A color -coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. QUICK STRUCTURAL RATING TABLE DEFECT PIPE LENGTH PERCENT TOTAL NO. OF GRADE (FT) INSPECTED PIPE SEGMENTS LENGTH 1: Minor 671,639 77.6 3,215 2: Minor to Moderate 131,561 15.2 567 3: Moderate 32,734 3.8 131 4: Significant 22,241 2.6 89 5: Most Significant 6,867 0.8 31 TOTAL 865,042 100.0 4,033 CONDITION ASSESSMENT PROJECTS The Sewer Condition Assessment Program performed the condition assessment of the sewer lines within the City according to the following schedule: FISCAL YEAR PROJECT NAME LENGTH PERCENTAGE STATUS (FT) OF SYSTEM 2009-10 YOTV0910D 329,847 14.9 COMPLETED 2013-14 YOTV1314A1 1,024,697 46.1 COMPLETED 2014-15 YOTV1415A 865,042 39.0 COMPLETED TOTAL 2,219,586 100.0 ENCLOSURE 1 Project Overview Map 5. qvq .{ J } 61 e_. J SRIoil y OVERVIEW MAP CCTV PROJECT YOTV1314AI CITY OF SANTA CLARITA 0 2,000 4,000 6,000 8,000 Feel Legend SMD Saneary Sewers SMD Manholes ® Other Manhole Type < Standard o DROP Shallow Trap ® Siphon Q SMD Pump Stations SMD Treatment Plants • Trunk Sewerlmes --- Non SMD Sanitary Sewers • Non SMD Maintained MH O SMD Operations Maps ® CCTV Project Area pay mr iavma pp.raop�a mma unry Sexer Mai db is v ftbl . tna ny in. Loumy evprualy tliaclaimv any II M1 p�Ov�e—i—m tMsmmaptlis p.duc In is Maps® d1n.1 N ngM1��eseruetl pnlaa, ny Tpomu Bmrep� u�tl June 2018 ENCLOSURE 2 • Quick Maintenance Rating Map • High Water Levels List and Map • Infiltration List and Map • Sample Lateral Notice Letter Unincorporated t254 r'l-129 N-1332 4 78 ' 7 54 1834854 5", 8 3 4 8 4 d I , 1 47X71 7 1 2 ZZIS. 4" 4 7 2- 47. N 470 175 .175 in it it '199y 21546� S 21546S 146 2k7 294_l 41 4 4 1 26 2 2112gj7* 7yj 71 T' 2b`�dWl 24�1 1276. 274285 1139 ----------- RK,31 12 247 IFIT4281 2 8 —4 41, 583 7,' 1�7 11 101 1.7' (7( aria Clank IT en 14 1 7 72'j �741 708 76 IT 80611 61261 4 6 71� 164264 674 1644 1646- , �Fss— 113 595 597 52A 6 5 45&,/444551 5 9��.6 70457�,t46 144 33 IFA 8236,4�5 M1j4V 46 68 g.,0- H-1294 7L7748 P %163. " 754710 463644 54 7 1. ! : is1hq 665 I 46' 43 6 7 /436p94698 're692 o' �. ; F 4735473 474 10,0747W M1 `1-72 4, '4 J� 'N 475 7SI 7 1476 1 5 416338339340 --b` 3 ENCLOSURE 2 CCTV PROJECT YOTV1314AO CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) a 540 1,080 1620 2,16D Feet Legend SMD Sanitary Sewers CIMR — 1 MINOR — 2 MINOR TO MODERATE 3: MODERATE —4 SIGNIFICANT —5 MOST SIGNIFICANT SMD Manholes ® 0 her Manhole Type Standard DROP Shallow Trap Siphon SMD Pump Stations SMD Treatment Plants Trunk Sewedines — — — Non SMD Sanitary Sewers, • Non SMD Maintained MH SMD operations maps O CCTV ProjectArea m .p. d 1� p.d—d in -b-1. as d.—... n., ..P i. Pydghtd —.,r-..d --r.. g—d by Th.— — Map - Al .--d. June 2018 13M 251 44b $= � 45146 4 V450 J61 l /t60 - R - 7e�k`1 4 y� M44 M5 �59 1 361 1458 3 1: h1'g~ t261 4dt*r 1260 fi .. 99 .... `•r.,�'. U inoxporated ��r?s" ° 25259 c Y —..1 A 32 y }i } � '# e i Jib �y A71 N-1254 N-129 J-1832 ':y 34403 4,;er 9,N •• J 164 � �r3. 481��� 426T4F4 - •y`r �' 7Y A - "tg4Ffi+16111�227� I Le £ dA I+71 047C3533643 rli¢ y1881 � �713 at .w.. # 154, {A 5469 .t 431 296 X24 •67 q 43' 146 2q7294, 297 298 - 2917" 300 119 ' at 3:52 �. 9 ♦ ii" �.;ry4 3M1 45T { F _ 224527f1485 247 :F'*M1,K+' 2392 244 9 4e n } gtf S 841 lw �2'-1 43p 13 , x # .F I _ anta Clarita 511 7 2 7ja 7i6� ° . p14 `?v _ 875 709 ' 5�0 "t - � - 'µ 7 7�4-i } 8 67257 ,. �581 708 S`fifigg 15- 76 5 806116612613 01 1 5' 64 E6 J41 M $ s 1 • 8�4��/Uc,V blg19 ime �8 t1 �re rs 1 '3'il`56K Spi �5 �0 5'rA 4i7 4ssN4 a le, o aun 54 3 # 4 N-1255 -1294 74.7.4 2-. i 4 56 Las '4�;4'= 6 e * 1i-1383 7 581 7q�754 W 456 7`t � . 1'11 5 74� �'T53 "M85 485 ."'Woo,61 ep4',6&is76q�rpsy,l�? ♦ � 732 ti4i 39i 731 .�39 r &]2 47aYJ41s wt T �••• sa y: -� 10''IjTJ0 M75{. 72y� � S L75 7 `474 Y f 4 k } Y� „.ova � * �4 x � 6 3,9 }� .✓3� 4. 34D ENCLOSURE 3 CCTV PROJECT Y0TV1314A' CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) 1 ` r i7 0 560 1,120 1,680 2,240 M. Legend SMD Sanitary Sewers QSR 1: MINOR -2: MINOR TO MODERATE 3: MODERATE 4: SIGNIFICANT 5 MOST SIGNICANT SMD Manholes ® Other Manhole Type < Standard DROP Shallow 0 Trap ® Siphon 0 SMD Pump Stations SMD Treatment Plants • Trunk Sewerlines - - - Non SMD Sanitary Sewers • Non SMD Maintained MR O SMD Operations Maps CCTV Project Area b a k o N y e - e ftlo do wi rismr. n..rv.en"Id, by rn�., a m a . June 2018 ENCLOSURE 2 CCTV PROJECT YOTV1314A' CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) sa �a 0 670 1 340 2 010 2 680 Feet Legend SMD Sanitary Sewers QMR - 1: MINOR - 2: MINOR TO MODERATE 3. MODERATE - 4 SIGNIFICANT -5 MOST SIGNIFICANT SMD Manholes a Omer Manhole Type Standard DROP Shell- 0 Trap ® Siphon M SMD Pump Stations M`lF SMD Treatment Plants Trunk Sewedur es --- Non SMD Sanitary Sewers Non SMD Maintained MH Q SMD Operations Maps CCTV Project Area anwlor malo�eori'ne ai Ne geles ccunry se nano us—yba im nrllabRry ��a, may b. pre:.m m ul. m:p�oi. la mlr mauls v.omud m ar pan M1om Me rbomaa- Maps®dl..I mapi rapydybugene rep"p" .a, M roan,.. e�aa M.pa� June 2018 s,¢�� �f x raven n �I 56 N-1 5 + 1. .+ N-1334 T W�TEA Wg [45 ti �7 el .t114 4a�'aE r 129 l 131 790�`68a 69174, zg n 79QF 'NS. B 780"-137-3Cr��.5 6 - g#88 43rS1__11'S�i11g90� �9�y� 17 785 '8 r �p 3 4(y4-766 1 1 1. 4 ♦ ,f173 �1Y _10 ti4 1 1461dz � y 1N s 4.- $ -�97 990 vii, l4 11i 1 99 61 ]ie'i7�8 y{ s 46 888 696, ♦ r7 �1126109 195 64 87} ibr. 729 �- 6, 20, 109 2N 97768P 777 t 1 .222 210 20 �. 7 Y tir. b 0 �69y694�-728-';.2'ly.j `�� 220 1 p igi 1 t� au-+aw `fir. 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X_ ee on s N-1459 29 l e TM Ana � a "'-�27 ;524 75 -4 M 21_ 7s JpH 8 Ir 'hll 23 � a� rt 18'W} 8� i e 's141 >,- 2 LIty-- 162 f'� A6 W'4•r k r i '�138 1 _ S,1Q4 lip} "9ca = 7 123 [ 'l 12�117 li: 144 4137 13 �1a7 e. 1a1 4 6811 '12 ?11201`-114 Y +� a4 13��v ..]a2 2 1" 110 1121 laV3 1 1 1 3 4 181 a 5 ,n.�r�'� 355 ti'S 012`4 -22� "39 �{h1 ]t1 .� 99 A30 /3;28327 1 3a 288 19�,g 21202123 5 528 22 3a0��0301 �i4734Tb 2gk'-29�Ze9028 382 328 333 42 345 1k7 y•. 280 33343 �Santa arita 17 19�� �9$29228 �4?79 3753y25 ; a 34044 6 3091 295�302� 319 - 20 7 h 0 4 } 14 2�, 5660 30530p J?7 78 "321 r �W37 1P4 3% 3 1 1 -- N-1 16 i1328 f 63U224 37001 i6r 1my&7;. 1�3 V)41 �b 315i `.,117 24 53 r g522 2! 1 112 32 5354 6657 62, ♦r 191 �37 6 1�,�.. ` 3 '5', "^1{"�~65 4f74 31 1�1601�2 '�i' T F7 18 4LP1 23 1239 4 j70t 1 �nY17678 52 r521 2512588 ,2 36 37 38 41 78 71 !`73 31231931�i� `7017'.1� J174175 tS4 `42;' — 39401 i a� iTn. 14� — 175 13� ` 1 •25�257 2 �*256 43` 59 65/ 49 548439 47 46 1�3 fill Sl iy se .._..N.1461) N-t513 {1 3C11if, 2 28i273 240238 Z221 .RiJAI 11a1Ys11 a1`2�91� 1Y41iIfiiGr�Cj?>t'�Ci �zs. 26 •`y�''r, xr.c� s�13S1341_'7 1 � �:-{ T. 1L35 149 T x 7 3m 14 f ! 58a ENCLOSURE 2 CCTV PROJECT YOTV1314A` CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) ..pEIEgC Jk L• �� t sOramel�`3a 0 720 1,440 2,160 2,880 Legend SMD Sanitary Sewers QMR 1: MINOR 2: MINOR TO MODERATE 3. MODERATE —*SIGNIFICANT —5 MOST SIGNIFICANT SMD Manholes ® Other Manhole Type o Standard A DROP Shallow Q Trap ® Siphon Q SMD Pump Stations SMD Treatment Plants Trunk Sewerlines --- Non SMD Sanitary Sewers Non SMD Maintained MH SMD Operations Maps CCTV Project Area Los Anel lssm un ea `rest lystlisc DWH... rpr m e counlY wM1ichsmaY be pre eni in thi M. Data fr..a0 in Isis map Is Prvtlupatl In tl.lab..epanRam p g la Sa aarepratlooeE .nth permi.I.. e�m.e, by ThecepYHOhsetl m., ere, June 2018 ENCLOSURE2 HIGH WATER LEVEL SANTA CLARITA (YOTV1314A1) as of 05/28/2014 NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 1 514G 1417-0125 1417-0115 FAHREN LN Camera Under Water: 80'-312'; debris Hydrojet 2 514B 1374-0282 1374-0283 DELIGHT ST Camera Under Water: 100'-243'; debris Hydrojet 3 512H 1374-0253 1374-0254 ROSAMOND DR Water Mark 90% No action needed 4 41311 SOUTH 1336-0028 CORNHILL RD Camera Under Water: V-137% debris Hydrojet 5 1 4C00 1335-0049 1335-0043 EASEMENT Camera Under Water: 140'-256'; debris Hydrojet 6 4800 1296-0541 1296-0490 SHEFFIELD LN Camera Under Water:190'-285'; debris Hydrojet 7 4800 1513-0015 1513-0014 SOLEDAD CANYON RD Camera Under Water: 250'-335'; debris Hydrojet 8 5241 1332-0279 1332-0278 COPPER HILL DR Water Mark 90% No action needed 9 5200 1461-0066 1461-0002 COMET WY Water Mark 75% No action needed 10 5141 1332-0280 1332-0279 COPPER HILL DR Water Mark 60% No action needed 11 5131 1374-0035 1374-0287 EASEMENT Water Level Sag 65%: 130'-162'; debris Hydrojet 12 5100 1258-0074 1258-0075 EASEMENT Water Level Sag 50% Hydrojet 13 5100 1297-0028 1297-0788 LANGSTON ST Water Mark 75% No action needed 14 5100 1297-0031 1297-0030 LANGSTON ST Water Level Sag 40%-50%; debris Hydrojet 15 5100 1297-0780 1297-0781 ORCHARD VILLAGE Water Level Sag 50%; debris Hydrojet 16 5100 1332-0210 1332-0278 HASKELL CYN RD Water Level Sag 50%: 134'-140' Hydrojet 17 5100 1416-0089 1416-0088 DOLAN WY Water Level Sag 50%: 140'-190'; debris Hydrojet 18 5100 1417-0115 1417-0110 EASEMENT Camera Under Water; debris Hydrojet 19 5100 1417-0289 1417-0163 JAKES WY Water Mark 75% No action needed 20 5100 1417-0302 1417-0303 LYNNE CT Water Level Sag 50% No action needed 21 5100 1417-0343 1417-0153 ALLEY Water Mark 80% No action needed 22 5100 1460-0135 1460-0134 LOST CANYON RD Camera Under Water:163'-220' Hydrojet 23 4900 1296-0543 1296-0542 SHEFFIELD LN Camera Under Water: 229'-278'; debris Hydrojet 24 4900 1296-0551 1296-0542 EASEMENT Water Level Sag 50% & Camera Under Water: 80'-111 Hydrojet 25 4800 1297-0023 1297-0024 LANGSTON ST Camera Under Water: 80'-225'; debris Hydrojet 26 4721 1417-0124 1417-0125 FAHREN LN Water Level Sag 50%-100%; debris Hydrojet 27 4700 1296-0494 1296-0497 ARROYO PARK DR Water Level Sag 50%-100%; debris Hydrojet 28 4633 1374-0215 1374-0282 DELIGHTST High water level No action needed 29 4500 1258-0010 1258-0009 EASEMENT Water Level Sag 60%-100%; debris Hydrojet 30 4421 SOUTH 1336-0029 CORNHILL RD Camera Under Water: 229'-249' Hydrojet 31 4400 1417-0140 1417-0138 ROCK ROSE LN Camera Under Water: 20'-50'; debris Hydrojet 32 4300 1296-0416 1296-0417 VIA DELICIA Camera Under Water: 190'-224' Hydrojet 33 4300 1332-0330 1332-0329 HIDDEN HILLS DR Camera Under Water: 150'-190'; debris Hydrojet 34 4221 1333-0535 1373-0047 BOUQUET CANYON RD Water Level Sag 50%-100%; debris Hydrojet 35 4221 1417-0554 1417-0440 LOST CANYON RD Camera Under Water: 80'-130'; debris Hydrojet 36 4211 1374-0170 1374-0169 NADAL ST Camera Under Water: 29'-40'; debris jHydrojet Page 1 of 3 ENCLOSURE 2 HIGH WATER LEVEL SANTA CLARITA (YOTV1314A1) as of 05/28/2014 NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 37 4200 1293-0142 1293-0141 MC BEAN PKWY Water Level Sag 50%-65%; debris Hydrojet 38 4200 1297-0099 1297-0100 TOURNAMENT RD Water Level Sag 50%-100% Hydrojet 39 4121 1333-0260 1333-0262 RAINDANCE PL Water Level Sag 70% Hydrojet 40 4121 1416-0170 1416-0169 PARK MEADOW DR Water Level Sag 50% Hydrojet 41 4112 1297-0228 1297-0227 EASEMENT Water Mark 50% No action needed 42 4111 1294-0660 1294-0661 SWEETWATER LN Water Mark 50% No action needed 43 4111 1460-0264 1460-0263 LOST CANYON RD Water Mark 60% No action needed 44 4111 1461-0007 1461-0006 LIVE OAK SPR CYN RD Water Mark 50% No action needed 45 4100 1257-0050 1257-0049 EMERALD COVE DR Water Mark 55% No action needed 46 4100 1257-0284 1257-0283 ROCKWELL CYN RD Water Mark 55% No action needed 47 4100 1293-0141 1294-0583 MCBEAN PKWY Water Mark 50% No action needed 48 4100 1293-0148 1293-0147 COPPER HILL DR Water Mark 50% No action needed 49 4100 1294-0596 1294-0595 COLDSPRINGS PL Water Mark 50% No action needed 50 4100 1294-0767 1294-0766 MCBEAN PKWY Water Mark 50% No action needed 51 4100 1295-0403 1295-TRUNK CINEMA DR Water Mark 50% No action needed 52 4100 1296-0155 1296-0156 BOUQUET CYN RD Water Mark 60% No action needed 53 4100 1296-0157 1296-0155 BOUQUET CYN RD Water Mark 55% No action needed 54 4100 1296-0159 1296-0158 BOUQUET CYN RD Water Mark 50% No action needed 55 4100 1296-0160 1296-0159 BOUQUET CYN RD Water Mark 50% No action needed 56 4100 1296-0380 1297-0002 MATEL RD Water Level Sag 50%-100%; debris Hydrojet 57 4100 1296-0392 1296-0391 EASEMENT Water Level Sag 50%: 326'-347'; debris Hydrojet 58 4100 1296-0544 1296-0543 SHEFFIELD LN Water Level Sag 60%-100%: 233'-246';debris Hydrojet 59 4100 1296-0550 1296-0551 DEVONSHIRE CT Water Level Sag 60%: 0'-45' Hydrojet 60 4100 1297-0029 1297-0028 LANGSTON ST Camera Under Water: I debris Hydrojet 61 4100 1297-0030 1297-0029 LANGSTON ST Water Mark 55% No action needed 62 4100 1297-0785 1297-0781 ORCHARD VILLAGE Water Level Sag 50% Hydrojet 63 4100 1332-0361 1332-0360 HIGH SIERRA TR Water Mark 50% No action needed 64 4100 1333-0208 1333-0209 ANNETTE JO CR Water Mark 50% No action needed 65 4100 1333-0245 1333-0244 BOUQUET CANYON RD Water Mark 50% No action needed 66 4100 1333-0451 1333-0450 ALTENA DR Water Level Sag 50%-100%: 90'-187' Hydrojet 67 4100 1416-0137 1416-0145 SUNDOWNDER WY Water Mark 55% No action needed 68 4100 1417-0123 1417-0124 FAHREN LN Water Level Sag 65%; debris Hydrojet 69 4100 1417-0156 1417-0310 SANDY DR Water Mark 50% No action needed 70 4100 1417-0188 1417-0187 SARA ST Water Level Sag 50%-100% : 28'-45' Hydrojet 71 4100 1417-0318 1417-0310 ANN'S CR Water Mark 50% No action needed 72 4100 1417-0617 1 1417-0443 IWINTER PINE WY lwater Level Sag 50%-100% :244'-253' Hydrojet Page 2 of 3 ENCLOSURE2 HIGH WATER LEVEL SANTA CLARITA (YOTV1314A1) as of 05/28/2014 NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 73 4100 1460-0157 1460-0156 EASEMENT Water Level Sag 50%-100% c 50'-162'; debris Hydrojet 74 4100 1460-0163 1460-0162 ADA ST Water Level Sag 50%; debris Hydrojet 75 4100 1460-0261 1460-0260 LOST CANYON RD Water Mark 50% No action needed 76 4100 1460-0266 1460-0265 LOST CANYON RD Water Level Sag 50%: 230'-300'; debris Hydrojet 77 4100 1460-0370 1460-0369 ALLEY Water Mark 50% No action needed 78 4100 1461-0001 1460-0147 SAND CANYON RD Water Level Sag 40%: 189'-230' Hydrojet 79 4100 1461-0096 1461-0095 ROBINSON RANCH RD Water Mark 50% No action needed 80 4100 1461-C163 1461-0162 COTSWOLD DR Water Mark 50% No action needed 81 4100 1512-0105 1512-0104 FLORABUNDA RD Water Mark 50% No action needed 82 3111 1297-0289 1297-0290 SARDA RD Camera Under Water: 250'-290'; debris Hydrojet 83 1 3100 1 1460-0371 1460-0369 ALLEY Water Mark 50% No action needed Page 3 of 3 N- 9 N-1324`'* r y } R N4298 s:.y . N-fE35 N-13 N-1257 • c � � 4r,r•p •3 F N' #a ¢ i•' � F r" 3ea e , Uf11hC4rlar�'I �i9 �c S� stir .r�a•"Y' ''* 29 # + ♦i : ,5 Z :4t w�� . i' �. iy4'k t.r�y �,y �a 9a+"_a••�OV µ�rFf N-1336 aT :- Q� 1,a.E.a,u._iH-E 4.tifis h�iYsr,: w._ 5• �_ Jsry,xw ell ENCLOSURE 2 CCTV PROJECT YOTV1314A1 CITY OF SANTA CLARITA HIGH WATER LEVEL *7111 Feet Legend HIGH WATER LEVEL SMD Manholes ® Other Manhole Type Standard A DROP - Shell- 0 Trap ® Siphon 0 SMD Pump Stations ® SMD Treatment Plants • Trunk Sewerhnes — — — Non SMD Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps Q CCTV PROJECTAREA nges c ry N r l• N f H oms• 8 "pU Wa a Tha ,..1dWTM1omee ame Maps®. June 2018 Rrwf N-1415 4-1459 / ST�3fi9 F T � 4qF - VI � �/ � '+§y � �, W* r „ _� ."fit f �—• � li / �. Y e•. a� "� r, y�1,fi7 t]x R'Z 5=�} '� •Y - {-- ar•'lbaiY :+aTW1i !a Eli 14 Bi 124 has �a , a]a'� } 0 � i s%r A� G_ s a'+h.ra �} �"}. a�y�-. � Taw• § N. � '��•v 4,� ��r YAM — F � is � S srvir+a+rw m•�wu^ a Unincorporated ENCLOSURE 2 CCTV PROJECT YOTV1314A1 CITY OF SANTA CLARITA HIGH WATER LEVEL r J p 690 1,3Bp 2,670 2,760 Legend HIGH WATER LEVEL SMD Manholes ® Other Manhole Type Standard DROP Shallow 0 Trap Siphon SMD Pump Stations SMD Treatment Plants • Trunk Sewerhnes --- Non SMD Sanitary Sewers Non SMD Maintained MH SMD Operations Maps L.J CCTV PROJECT AREA TM1sm ik.1 1, . L. Los AAnpe1gj�,sC ry M' oeew b n �um�re:ar..a r .—ems. M,p . June 2018 Uni,nowpor led H-1293 4� o�, N, 1372 4F Q, 2 141 it J, E P .0 N-1333 N-JA 1 5 129 767 ar 1 IR N-137" it Santa rila 244' Y —a 5 7- N-1334 N-1,374 r.-u I ENCLOSURE 2 CCTV PROJECT YOTVI 314AI CITY OF SANTA CLARITA HIGH WATER LEVEL lrlw Zk a 920 1,840 2,760 3,680 Fast Legend — HIGH WATER LEVEL SMD Manholes Q Other Manhole Type Standard DROP Shallow 0 Trap l9 Siphon M SMD Pump Stations Ill SMD Treatment Plants - — -Trunk Sewerlmea — — — Non SMD Sanitary Sewers 0 Non SMD Maintained MH SMD Operations Maps [Z] CCTV PROJECTAREA Th ' A1� l, Mainly "I". Laa ="." yl bury kl611y new .P.D.,.— rfi Gala non , P__ __d g in....... . . P.. �r� . June 2018 1 %1_1 173 x 22 1P N-1416 W 1374 sill Sig i N-1415 Jni rporalled v41 14 'far a 41 u" rite N R N-1461 N1. 2 7 ENCLOSURE 2 CCTV PROJECT YOTVI 314AI CITY OF SANTA CLARITA INFILTRATION a 640 1,280 1,920 2,560 Feet Legend — INFILTRATION SMD Manholes ® Other Manhole Type L Standard A DROP Shallow Trap Siphon SMD Pump Stations SMD Treatment Plants -Trunk Sewerlines — — — Non SMD Sanitary Sewers 0 Non SMD Maintained MH SMD operations maps CCTV PROJECT AREA ;1.1.11r, LosAngi., 11y.1, di,dim ......y bbift tla�a map la 0,1 . :.dr,, , 1. �. d ph*1 ..P.d , Ali�gxiN hlld June 2018 UninCOFporat&d X2 IN-1 154 N-1293 H-1 332 32 T . 5 `aQ �r s.y.4'� n PL' C r'�.'Y--r 1°P � / �.. rw JS4 jr ry f , 4' ante '.Iarita 4 A �, ) m. Ilk, �rr"'b 16 's., S - N-1 33�3 / It to W. b e N-1 37 1 ENCLOSURE 2 CCTV PROJECT YOTVI 314AI CITY OF SANTA CLARITA INFILTRATION qd 0 680 1.360 2.040 2720 Feet Legend — INFILTRATION SMD Manholes ® Other Manhole Type r I Standard A DROP Shallow 0 Trap 0 Siphon M SMD Pump Stations SMD Treatment Plants -Trunk Sewerlines — — — Non SMD Sanitary Sewers 0 Non SMD Maintained MH SMD Operations Maps O CCTV PROJECT AREA g'ti!�7'.7,"!" _ _*_ , v=f'b -AngW.C.�p1, d, ..Ybcarp . =I.d.l=p _111.1P1.1.1 .,h P . ....... d, y Th .... M.P June 2018 ENCLOSURE2 INFILTRATION SANTA CLARITA (YOTV1314A1) as of5/28/2014 NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 1 4100 1294-0584 1294-0437 MCBEAN PKWY Infiltration (runner): 328' Infiltration is minimal. No action needed. 2 4100 1255-0199 1294-0914 CALADIUM PL Inflltration (runner): 193' Inftltratlon Is minimal. No action needed. 3 3214 1374-0022 1374-0023 MEADOWCREEK RD Infiltration (dripper): 316' Infiltration Is minimal. No action needed. 4 3123 1332-0420 1332-0421 AGAJANIAN DR Infiltration (runner ): 21, 338' Inftltratlon Is minimal. No action needed. S 3122 1460-0058 1460-0057 KENROY AV Infiltration (runner): 247' Infiltration is minimal. No action needed. 6 3121 1333-0720 1333-0719 SYCAMORE DR Infiltration (runner): V Inflltration is minimal. No action needed. 7 3121 1294-0696 1294-0697 EASEMENT Infiitration (runner): 221' Infiltration is minimal. No action needed. 8 3121 1294-0697 1294-0698 EASEMENT Infiltration (runner): 154' Inflltration is minimal. No action needed. 9 3100 1332-0415 1332-0350 REDWOOD CYN PL Inflltration (dripper): 240' Infiltration Is minimal. No action needed. 10 3100 1332-0355 1332-0354 WILLOW CYN CT Infiltration (dripper): 159' Infiltration is minimal. No action needed. 11 3100 1374-0243 1374-0242 ICAMP PLENTY RD Infiltration (dripper): 230' Infiltration is minimal. No action needed. 12 3100 1332-0269 1 1332-0262 IGARNET CYN DR llnfrltration (dripper): 45' Infiltration is minimal. No action needed. COUNTY OF LOS ANGELES HARK PESTRELLA. Director {DATE} DEPARTMENT OF PUBLIC WORKS "To Enrich Lives Through Effective and Caring Service" 900 SOUTH FREMONT AVENUE ALHAMBRA, CALIFORNIA 91803-1331 Telephone: (626)4=8-5100 http:' dpw.lacounty.eov ADDRESS ALI. CORRESPONDENCE TO: P.O. BOX 1460 ALHAMBRA. CALIFORNIA 91S02-1460 IN REPLY PLEASE REFER TO FILE S M-1 Mr./Ms. {NAME} {ADDRESS} {ADDRESS} Dear Mr./Ms. {NAME}: SEWER LATERAL ROOT INTRUSION (ADDRESS) The County of Los Angeles Consolidated Sewer Maintenance District is responsible for the maintenance of the sanitary sewer system in your area. A camera inspection of the sewer mainline discovered roots in your sewer lateral connection. The intrusion of the roots from your lateral may block the flow of sewage in the mainline sewer causing an overflow to your property and/or those immediately upstream of your property. You are hereby requested to perform maintenance on the private sewer lateral serving the property located at {ADDRESS}. In accordance with County Code 20.24.080 Maintenance of Sewer Laterals. "All house laterals, industrial connection sewers, septic tank outlet connections to STEP system, and appurtenances thereto existing as of January 23, 1953, 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." As the property owner, you are responsible for the entire length of the sewer lateral, which includes the portion that extends beyond the property line into the public right of way. We request that you contact a licensed plumber to service your sewer lateral within 90 days to remove roots and any other obstructions that may cause a sewage backup. Your licensed plumber is required to protect the District's sewer mainlines from dislodged roots and other debris by utilizing catcher baskets at the manhole downstream from your lateral connection. Prior to your plumber cleaning your lateral, please notify the District's sewer maintenance yard in your area at (XXX) XXX-XXXX to arrange for authorization to access the downstream manhole. MOM& {NAME} {DATE} Page 2 We have enclosed photos of your lateral connection showing the root blockage. In addition, we have included literature on ways to minimize sewer overflows and damage to your home. Please consider establishing a routine cleaning schedule for your sewer lateral to minimize potential plumbing problems caused by root intrusion that are likely to reoccur. If your sewer lateral has been cleaned after the date on the enclosed photos, no further action is necessary. After your lateral has been serviced, please notify Ms. Kari Eskridge, Sewer Maintenance Division, at (626) 300-3390 or keskridge(a�-dpw.lacounty.gov. Thank you for helping keep the sewer lines clean and in good working order. Very truly yours, MARK PESTRELLA Director of Public Works WILLIAM J. WINTER Assistant Deputy Director Sewer Maintenance Division XX: xx {FILEPATH} Enc. (ADDRESS) (ADDRESS) Roots at Lateral Connection 1- !TART: MR `TO(; z? 0 2 0 jr IF �IOLTA RE DIP {Address} {Address} Roots at Lateral Connection Minimizing Sewer Overflows and Damage to Your Home The sewer system within the County of Los Angeles Consolidated Sewer Maintenance District (District) is comprised of a series of underground pipes. Many are publicly owned; however, the sewer laterals are entirely owned by the private property owner they serve. The laterals extend from the building to the mainline within the street (or within an easement at the rear of your home). The laterals are typically four inches in diameter while the District's mainline is typically at least eight inches in diameter. The private property owner is responsible for the entire length of the lateral, which includes the portion that may be located within the public right of way (under the asphalt and street landscaping). SEWER LATERALS -AREAS OF RESPONSIBILITY Homeowner is responsible for lateral maintenance up to the sewer mainline. Sewer Easement Sewer La Homeowr -.ewer Mainline Districts Responsibility Property Boundary Street Mainline _ Districts Responsibility Sewer backups can cause tremendous damage to the interior of a home. In order to minimize these, the District provides continual maintenance services for the public sewer mainlines. Unfortunately, sewer laterals are often not maintained by private property owners until a disaster strikes. "Out of sight, out of mind" is a typical approach to sewer lateral maintenance and operation by many. It is our hope that we can provide you various means of addressing these issues and thus, minimize your risk of an overflow entering your home. The three methods we suggest are: 1. Maintain your lateral through proper cleaning, repair, and replacement. 2. Do not place improper items into the sewer or make improper connections to the sewer. a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the sewer lines and may cause sewer spills. b. Do not pour fats, oils, and grease in your drains as these products harden and stick to the inside of the sewer pipes, which build up and may eventually cause a blockage in the sewer pipe. 3. Install a backflow preventer and cleanout in your sewer lateral. ENCLOSURE 3 • Quick Structural Rating Report Priority List � � Quick Structural Rating Map ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 1 1257-0047 1257-0048 SUNBIRD CT Fracture multiple; Broken Lining 2 1297-0210 1297-0209 CIELO CT Fracture multiple; Broken Lining 3 1333-0535 1373-0047 BOUQUET CANYON RD Broken Lining 4 1 1297-0035 1297-0036 NOVELA WY Fracture multiple; Broken Lining 5 1296-0638 1296-0640 REGENCY PARK CIR Fracture multiple Lining 6 1374-0129 1374-0130 OLD FRIEND RD Fracture multiple; Broken Point repair; Lining 7 1297-0295 1297-0289 EASEMENT Fracture multiple; Broken Lining 8 1297-0211 1297-0212 BRAGANCA CT Fracture multiple; Broken Lining 9 1297-0281 1297-0282 EASEMENT Fracture multiple Lining 10 1294-0761 1294-0762 DICKASON DR Fracture multiple Lining 11 1296-0145 1296-0144 EASEMENT Broken Lining 12 1373-0006 1373-0157 HUFFY ST No structural deficiencies No action needed* 13 1297-0784 1297-0783 WILEY CANYON RD Fracture multiple Lining 14 1459-0006 1459-0004 ALLEY Fracture multiple; Hole Lining 15 1297-0027 1297-0029 KESTRAL DR Fracture multiple; Broken Lining 16 1460-0310 1460-0155 SOLEDAD CYN RD Hole; Broken Lining 17 1416-0153 1417-0077 GALETON RD Fracture multiple Point repair; Lining 18 1372-0016 1372-0015 ALAMINOS DR Fracture multiple; Broken Lining 19 1 1297-0330 1297-0329 SARDA RD Fracture multiple; Broken Lining 20 1296-0531 1296-0530 ALLEY Fracture multiple; Broken Lining 21 1297-0206 1297-0205 OAK VALE DR Fracture multiple; Broken Lining 22 1374-0137 1374-0136 HOT SPRINGS AVE Fracture multiple Lining 23 1297-0026 1297-0030 INDIAN WELLS CIR Fracture multiple; Broken Lining 24 1296-0714 1296-0002 IVALENCIA BLVD Broken No action needed* 25 1374-0290 1374-0291 JEASEMENT Fracture multiple; Broken Point repair *Structural deficiencies are categorized into groups of defects or observations with a wide range of severity. Each of these- deficiencies received additional post inspection review and some of these were determined not likely to interfere with. the normal operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments v ailI be reviewed during the next cycle of CCTJ inspections. Page 1 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 26 1460-0054 1460-0055 NEARVIEW DR Fracture multiple; Broken Lining 27 1417-0557 1417-0554 GLADESWORTH LN Fracture multiple Lining 28 1296-0472 1296-0473 VIA FLORED Fracture multiple Lining 29 1296-0792 1296-0798 DEL MONTE DR Fracture multiple; Broken Point repair 30 1296-0688 1296-0687 IVREA AV Fracture multiple; Broken Lining 31 1296-0708 1296-0709 VALENCIA BV Broken Point repair 32 1513-0004 1513-0005 BEGONIAS LN Fracture multiple; Broken Lining 33 1293-0333 1293-0099 EASEMENT Fractures No action needed* 34 1373-0155 1374-0011 HAYCREEK AVE Hole; Broken No action needed* 35 1333-0559 1333-0558 BOUQUET CANYON RD Hole No action needed* 36 1417-0160 1417-0159 JAKES WY Fracture multiple No action needed* 37 1294-0458 1294-0457 PVT DRWY & FIRE LN Fracture multiple No action needed* 38 1297-0044 1297-0043 OLD COURSE WY Fracture multiple Lining 39 1333-0232 1333-0231 KENFEL DR Hole No action needed* 40 1374-0037 1374-0036 PINE HILLS AVE Fracture multiple No action needed* 41 1296-0776 1296-0725 CHISWICK CT Fractures No action needed* 42 1331-0008 1331-0007 DISCOVERY RIDGE DR No structural deficiencies No action needed* 43 1332-0415 1332-0350 REDWOOD CYN PL Hole Lining 44 1373-0071 1373-0070 VERNAL WY Hole Lining 45 1374-0132 1374-0133 WILDWIND RD Fractures No action needed* 46 1374-0212 1374-0213 DELIGHT ST Broken No action needed* 47 1460-0308 1460-0275 SILVER SADDLES CR Broken No action needed* 48 1332-0222 1332-0221 ROSE CANYON LN Fractures Lining 49 1374-0063 1374-0062 ILANGSIDE AVE Hole at base of Manhole IMH base repair 50 1374-0082 1374-0081 JERMINE ST Hole at base of Manhole IMH base repair *Structural deficiencies ,are categorized into groups of defects or observations with a v,, ide range of severity. ,Each of these deficiencies received additional post inspection review and some of these -were determined not likely to interfere with the normal operation of the sewer line due to the severity, size, ,and/or location of the deficiency. These segments ,. ill be reviewed during the next cycle of CCI-V inspections. Page 2 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 51 1373-0151 1374-0018 OAKGALE AVE Fractures Lining 52 1461-0135 1461-0095 SAND CANYON RD Broken No action needed* 53 1336-0003 1336-0129 CIRCLE J RANCH RD Fracture multiple; Broken Point repair 54 1 1335-0076 1335-0075 CARDIFF DR No structural deficiencies No action needed* 55 1297-0042 1297-0043 OLD COURSE WY Fracture multiple; Broken Lining 56 1296-0669 1296-0670 WOODLARK LN Fracture multiple Lining 57 1296-0671 1296-0670 LORIKEET LN Fracture multiple; Broken Lining 58 1461-0024 1461-0023 EASEMENT Hole No action needed* 59 1417-0125 1417-0115 FAHREN LN Fracture multiple Lining 60 1296-0679 1296-0682 EMERALD DOVE DR Fracture multiple No action needed* 61 1297-0289 1297-0290 SARDA RD No structural deficiencies No action needed* 62 1297-0297 1297-0296 VIA HAMACA Fracture multiple Lining 63 1373-0017 1373-0021 SUE DR No structural deficiencies No action needed* 64 1257-0044 1296-0682 MISTLETOE CT Fracture multiple No action needed* 65 1296-0161 1296-0160 RAILROAD AV No structural deficiencies No action needed* 66 1336-SOUTH 1336-0028 CORNHILL RD No structural deficiencies No action needed* 67 1296-0620 1296-0618 VERSAILLES AV Fracture multiple Lining 68 1297-0031 1297-0030 LANGSTON ST No structural deficiencies No action needed* 69 1417-0136 1417-0132 SUMAC CT No structural deficiencies No action needed* 70 1460-0266 1460-0265 LOST CANYON RD Fractures No action needed* 71 1513-0015 1513-0014 SOLEDAD CANYON RD No structural deficiencies No action needed* 72 1417-0301 1417-0302 LYNNE CT No structural deficiencies No action needed* 73 1296-0499 1296-0498 EASEMENT No structural deficiencies No action needed* 74 1417-0124 1417-0125 FAHREN LN Fractures No action needed* 75 1373-0018 1373-0017 ROBIN AVE Fractures No action needed* "Structural deficiencies are categorized into groups of defects or observations .vith a ide range of severity. Each of these deficiencies received additional post inspection rev ie-w and some of these -a,vere deter dined not likely to interfere .-vith the normal operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments tia,ilI be reviewed during the nest cycle of CCTv' inspections. Page 3 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) .TEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 7r, 1258-0010 1258-0009 EASEMENT No structural deficiencies No action needed* 71 1294-0473 1294-0472 EASEMENT No structural deficiencies No action needed* 78 1374-0130 1374-0131 OLD FRIEND RD No structural deficiencies No action needed* =9 1296-0543 1296-0542 SHEFFIELD LN No structural deficiencies No action needed* 80 1296-0664 1296-0665 WOODLARK LN Fractures No action needed* 81 1297-0205 1297-0204 OAK VALE DR Fractures No action needed* 82 1297-0014 1297-0015 EASEMENT No structural deficiencies No action needed* 83 1297-0313 1297-0312 VIA ESCOVAR Fracture multiple No action needed* 84 1297-0817 1297-0818 VIA PALACIO Fracture multiple No action needed* 85 1296-0674 1296-0672 LORIKEET LN Fractures; Broken No action needed* 86 1296-0063 1296-0062 LA VITA CT Fracture multiple Lining 87 1297-0022 1297-0023 GAVEA CT Fractures No action needed* 88 1296-0067 1296-0068 HUERTA DR Fractures No action needed* 89 1373-0102 1373-0103 CAITLIN LN No structural deficiencies No action needed* 90 1374-0052 1374-0058 EASEMENT Fractures; Broken No action needed* 91 1297-0350 1297-0349 ROTUNDA RD Fracture multiple No action needed* 92 1296-0504 1296-0509 EASEMENT Fractures No action needed* 93 1416-0194 1416-0208 SARITA AV No structural deficiencies No action needed* 94 1296-0475 1296-0474 VIA DONA CHRISTA Fractre multiple Lining 95 1417-0439 1417-0438 LOST CANYON RD Fracture multiple Lining 96 1294-0565 1294-0557 SUNSET HILLS DR Fractures No action needed* 97 1333-0720 1333-0719 SYCAMORE DR No structural deficiencies No action needed* 98 1 1297-0193 1297-0194 HOGAN DR Fractures No action needed* 99 1460-0039 1460-0041 GOODVALE RD Fractures No action needed* 100 1512-0091 1512-0094 WISTARIA VALLEY RD Fracture multiple; Broken Point repair; Lining "Structural deficiencies are categorized into groups of defects or observations veith a vuide range of severity. Each of these deficiencies received additional post Inspection review and some of these were determined not likelyto interfere ,.vith the normal operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments will be reviewed during the next cycle of CCTV inspections. Page 4 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 101 1374-0035 1374-0287 EASEMENT No structural deficiencies No action needed* 102 1374-0170 1374-0169 NADAL ST No structural deficiencies No action needed* 103 1460-0341 1460-0331 MARILYN DR Fracture multiple Lining 104 1417-0446 1417-0445 LOST CANYON RD No structural deficiencies No action needed* 105 1297-0785 1297-0781 ORCHARD VILLAGE Fractures No action needed* 106 1296-0245 1296-0244 ARROYO PARK DR Fractures No action needed* 107 1296-0544 1296-0543 SHEFFIELD LN Fractures No action needed* 108 1294-0549 1294-0550 LAURELWOOD LN Fracture multiple Lining 109 1460-0209 1460-0208 LOTUSGARDEN DR Fracture multiple Lining 110 1416-0182 1416-0181 BLACKRUSH DR Fractures No action needed* 111 1460-0354 1460-035S CARROUSEL DR Fracture multiple Lining 112 1297-0331 1297-0330 SARDA RD Fracture multiple Lining 113 1297-0028 1297-0788 LANGSTON ST Fractures No action needed* 114 1297-0228 1297-0227 EASEMENT Fractures No action needed* 115 1416-0185 1416-0182 BLACKRUSH DR Fracture multiple Lining 116 1296-0593 1296-0591 EASEMENT Fracture multiple Lining 117 1373-0225 1373-0229 EASEMENT Fracture multiple Lining 118 1296-0155 1296-0156 BOUQUET CYN RD Fractures No action needed* 119 1512-0063 1512-0061 GARDEN OF MUMS PL Fracture multiple No action needed* 120 1460-0184 1460-0183 ROSEHAVEN LN Fractures No action needed* 121 1461-0021 1461-0020 BRONCO DR No structural deficiencies No action needed* 122 1460-0366 1460-0367 COMET WY Fracture multiple Lining 123 1297-0308 1297-0309 VIA ONDA Fractures No action needed* 124 1297-0134 1297-0133 RAOBROON PL Fractures No action needed* 125 1 1297-0283 1 1297-0282 ITOURNAMENT RD lFractures INo action needed* *SCructural deficiencies are categorized into groups of defects or observations vaith a vuide range of severity. Each of these, deficiencies received additional post inspection review and some of these were determined not likely to interfere with the nonlia I operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments vuill be revie.ued during the next cycle of CCTV inspections. Page 5 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 126 1294-0763 1294-0757 CORNERSTONE WY Fracture multiple Lining 127 1332-0232 1332-0231 ROCK CANYON DR No structural deficiencies No action needed* 128 1417-0685 1417-0684 MONTEREY PINES LN No structural deficiencies No action needed* 129 1417-0189 1417-0188 ALLEY Fractures No action needed* 130 1296-0315 1296-0316 SALCEDA RD Fracture multiple No action needed* 131 1374-0015 1374-0014 ERMINE ST Fracture multiple Lining 132 1296-0625 1296-0588 EASEMENT Fracture multiple No action needed* 133 1293-0150 1293-0149 GRANITE CT Fractures No action needed* 134 1374-0206 1374-0207 CROSSPATH AVE Fracture multiple Lining 135 1459-0009 1459-0010 RHODODENDRON DR Fracture multiple No action needed* 136 1296-0354 1296-0353 SERENA DR Fractures No action needed* 137 1296-0059 1296-0058 VIA RAZA Fracture multiple Lining: 138 1296-0609 1296-0610 TOURELLE DR Fracture multiple No action needed* 139 1296-0384 1297-0007 GALANTE WY Fracture multiple No action needed* 140 1296-0616 1296-0617 EASEMENT Fracture multiple Lining 141 1296-0722 1296-0723 DEL MONTE DR Fractures No action needed* 142 1297-0287 1297-0288 VIA CANDELA Fracture multiple No action needed* 143 1296-0715 1296-0683 CHIFF CHAFF CT Fractures No action needed* 144 1296-0621 1296-0585 EASEMENT Fracture multiple No action needed* 145 1297-0237 1297-0236 VIA PALADAR Fractures No action needed* 146 1296-0372 1296-0370 ALICANTE DR Fracture multiple No action needed* 147 1333-0234 1333-0233 BOUQUET CANYON RD Fracture multiple Lining 148 1333-0221 1333-0229 CAROL SUE LN Fracture multiple No action needed* 149 1417-0163 1417-0162 JAKES WY Fracture multiple No action needed* 150 1332-0240 1332-0239 ISYCAMORE DR Fracture multiple No action needed* "Structural deficiencies are categoriLed Into groups of defects or observations vaith a v,;ide range of severity. Each of these deficiencies received additional post inspection revieav and some of these were determined not likely to interfere vv th the normal operation of the sewer lire due to the severity, size, and/or location of the deficiency. These segments :. ili be revie:aed during the next cycle of CCT(.., inspections. Page 6 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 151 1296-0345 1296-0346 PASEO LAURO CT Fracture multiple Lining 152 1374-0218 1374-0217 FAIRWEATHER ST Fracture multiple No action needed* 153 1297-0314 1297-0313 VIA ESCOVAR Fractures No action needed* 154 1372-0023 1372-0022 CROWN CT Fracture multiple No action needed* 155 1374-0303 1374-0302 DELIGHT ST Fracture multiple No action needed* 156 1460-0193 1460-0192 FLOWERPARK DR Fracture multiple No action needed* 157 1374-0085 1374-0087 GLASSER AVE Fracture multiple No action needed* 158 1417-0556 1417-0557 STERLING GROVE Fractures No action needed* 159 1416-0104 1416-0014 ALLEY Fracture multiples No action needed* 160 1417-0173 1417-0172 ALLEY Fractures Lining 161 1417-0184 1417-0180 ALLEY Fractures No action needed* 162 1335-0075 1335-0074 CARDIFF DR Broken Lining 163 1296-0043 1296-0038 EASEMENT Fractures No action needed* 164 1297-0300 1297-0302 PLAZA GAVI LAN Fractures No action needed* 165 1336-0009 1336-0008 BARNHILL RD Fractures No action needed* 166 1297-0221 1297-0220 EASEMENT Broken; Fractures Lining 167 1293-0176 1293-0177 LOBELIA LN Fractures No action needed* 168 1293-0179 1293-0156 CALEX DR Fracture multiple Lining 169 1294-0629 1294-0633 TIMBERLANE DR Fracture multiple No action needed* 170 1293-0291 1293-0290 ALLEY Fractures Lining 171 1294-0558 1294-0557 GREYSTONE CT Broken No action needed* 172 1294-0751 1294-0753 EASEMENT Fracture multiple No action needed* 173 1332-0362 1332-0358 ROCK CYN DR No structural deficiencies No action needed* 174 1333-0492 1333-0493 WELLSTON DR Fracture multiple Lining 175 1373-0030 1373-0035 1EASEMENT Fracture multiple No action needed* `Structural deficiencies are categorized into groups of defects or observations v ith a vtiide range of severity. Each of these deficiencies received additional post inspection revie-o., and some of these -were determined not likely to interfere with the normal operation of the sewer line due to the severity, size, and/or location of the def"ciency. These segments -, ill be reviev,;ed during the next cycle of CCTV inspections. Page 7 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 176 1333-0573 1333-0565 ELDER CREEK DR Fracture multiple No action needed* 177 1333-0207 1333-0208 ANNETTE JO CR Fractures No action needed* 178 1333-0224 1333-0223 CAROL SUE LN Fracture multiple No action needed* 179 1374-0133 1374-0134 WILDWIND RD Fractres No action needed* 180 1333-0229 1333-0230 KENFEL DR Fracture multiple No action needed* 181 1374-0262 1374-0263 BABINGTON ST Fracture multiple Lining 182 1374-0251 1374-0240 EASEMENT Fracture multiple No action needed* 183 1512-0005 1512-0004 CALLA LILY CT Fracture multiple Lining 184 1512-0125 1512-0124 JULIANNE CT Hole Point repair 185 1460-0053 1460-0054 NEARVIEW DR Fractures No action needed* 186 1416-0198 1416-0197 CROCO PL No structural deficiencies No action needed* 187 1416-0195 1416-0194 CROCO PL No structural deficiencies No action needed* 188 1373-0149 1374-0022 MEADOWCREEK CT Fracture multiple No action needed* 189 1373-0150 1374-0021 LARKHURST AVE Fracture multiple No action needed* 190 1373-0157 1373-0156 HUFFY ST Fracture multiple Lining 191 1417-0705 1417-0704 MAPLEHURST PL Fracture multiple; Broken Point repair 192 1460-0280 1460-0279 SAN CANYON RD Fracture multiple No action needed* 193 1460-0273 1460-0272 SAND CANYON RD Fractures No action needed* 194 1336-0026 1336-0025 PARVIN DR Fractures No action needed* 195 1297-0792 1297-0793 VIA CLASICO Fractures No action needed* 196 1297-0806 1297-0817 VIA PALACIO Fractures No action needed* 197 1297-0816 1297-0817 VIA CHANTILLY Fractures No action needed* 198 1296-0322 1296-0323 RANCHO ADOBE RD Fractures No action needed* 199 1296-0423 1296-0425 VIA CALMA Fractures No action needed* 200 1 1296-0208 1296-0207 IADOLFO CT Fractures I No action needed* "Structural deficiencies are categorized into groups of defects or observations vAtf1 a v- ide range of severity. Each of these deficiencies received additional post inspection review and some of these were determined not likely to interfere with, the nonTSa l operation of the se over line due to the severity, size, and/or location of the deficiency. These segments ,hill be revievt?ed during the next cycle of CCTV inspections. Page 8 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 201 1296-0373 1296-0372 ALICANTE DR Fractures No action needed* 202 1296-0214 1296-0213 VIA PRIMERO Fractures No action needed* 203 1296-0446 1296-0361 EASEMENT Fractures No action needed* 204 1296-0086 1296-0072 EASEMENT Fractures No action needed* 205 1297-0271 1297-0272 VISTA HILLS DR Fractures No action needed* 206 1297-0272 1297-0273 VISTA HILLS DR Fractures No action needed* 207 1297-0315 1297-0314 VIA ESCOVAR Fracture multiple Lining 208 1297-0034 1297-0033 MEADOW MONTST Fractures No action needed* 209 1296-0617 1296-0618 MATEL RD Fractures No action needed* 210 1297-0033 1297-0032 MEADOW MONTST Fractures No action needed* 211 1296-0676 1296-0678 WOODLARK LN Fractures No action needed* 212 1297-0217 1297-0218 OAK VALE DR Fractures No action needed* 213 1296-0752 1296-0743 BRIGHTON DR Fracture multiple No action needed* 214 1257-0049 1257-0048 EMERALD COVE DR Fractures No action needed* 215 1296-0756 1296-0749 BRIGHTON DR Fracture multiple No action needed* 216 1374-0284 1374-0285 DELIGHT ST Fractures No action needed* 217 1296-0540 1296-0539 ALLEY Fractures No action needed* 218 1296-0713 1296-0714 VALENCIA BLVD Fracture multiple No action needed* 219 1296-0533 1296-0532 ALLEY Fractures No action needed* 220 1296-0591 1296-0590 EASEMENT Fracture multiple No action needed* 221 1296-0590 1296-0589 EASEMENT Fractures No action needed* 222 1296-0626 1296-0625 EASEMENT No structural deficiencies No action needed* 223 1296-0538 1296-0539 ALLEY Fracture multiple No action needed* 224 1297-0036 1297-0032 MILL VALLEY RD Fractures No action needed* 225 1297-0133 1297-0046 MILL VALLEY RD Fracture multiple Lining "Structural deficiencies are categorized into graul,s of defects or observations vAth a wide range of severity. Each of these deficiencies received additional post inspection review and some of these -were determined not likely to interfere with the normal operation of the sevier line due to the severity, size, and/or location of the deficiency. These segments will be rev7etved during the next cycle of CCT`v/ inspections. Page 9 of 10 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1314A1) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 226 1297-0046 1297-0043 MILL VALLEY RD Fractures No action needed* 227 1297-0219 1297-0218 TOURNAMENT RD Fracture multiple Lining 228 1296-0395 1296-0394 EASEMENT Fracture multiple No action needed* 229 1297-0280 1 1297-0281 1EASEMENT lFracture multiple 1 No action needed* 230 1336-SOUTH 1 1336-0029 1CORNHILL RD INo structural deficiencies I No action needed* *Structural deficiencies are categorized into groups of defects or observations vaith a wide range of severity. Each of these deficiencies received additional post inspection revie-w and some of these vrere determined not likely to interfere v-)Ith the n0ffnai operation of the sewer line due to the severity, size, and: or location of the deficiency. These segments -ov i I I L e revievaed during the next cycIa of CCT%.r inspections. Page 10 of 10 N-12SS U incorporated "•-.tr'�A N-1293 561 57/ r�� 4 5 50,56 , 45&� 55 sj5 �' l_1 46 /°° 1 58 5169 1 $,71 P 2' 1294 yr'+a r 9a9 ?w`i7 at7 iff 3 4.4..91ya 66�t ;0 45+?__- % 70N 44 °4 1Ta4 4654 665 r-1Y}rsl .. 4'4 692 s e�Tlyl a73474 ST3 xi7ea y729 2f, T29- '62 y6 3 4 1 7 14.'n R � } u 3i- a4a 547�f4 l� 227 a�4e11} 7116g]B g4gi4 5 r - �59 s g I 361 )eA 1261 Fit 9S N 269 ,x' ��y•,€ �'a25 32 ¢a N-13a2 s� � cI 19 i' 48fi1,478 3�440 _q 1S4 - y)r� 1471 39336 34 64 3 3� 48�4447,V471 33 6 ` 3472 3y4 26%254468 2r 20i �13 ;` 5f3 - 19't333 45�"2,20fi6 t4T01467 43 1-2 rt102010 92 66 Nam, $. y,M3U1i69'�6 2 iyf3',R'S#2 137 Br R +x.'. 33{�.� dli` 1 mil' 4, 285 27d 1... _ l 5 181 247 1139 2392 244 4o 4 s� '6_ v r 7a ff t ♦g �a4 aza �. ,. 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N-133,3 ENCLOSURE 3 CCTV PROJECT YOTV1314A1 CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) 0 560 1,120 1,fi80 2,240 Feel Legend SMD Sanitary Sewers QSR 1: MINOR — 2: MINOR TO MODERATE 3: MODERATE —4: SIGNIFICANT 5: MOST SIGNICANT SMD Manholes 0 Other Manhole Type Standard DROP J Shallow O T-P 0 Siphon ® SMD Pump Stations ® SMD Treatment Plants • Trunk Sewerlmes — — — Non SMD Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps CCTV ProlectArea LosT a�ryw Oi nMl e � wfi' yyry� ns wn earn r M'F.3sra.<aap June 2018 - h, +^ } '- + 91 24 J�6 I67 �79 131 7906�q fig, 74 7 711-58``��6�SS� id 774 5(S� 5B 6 8 �g 792 798 33. 7Sd 70170A 794 7 5 4 dT�) 5�.� 1b4901 'E9�y�y6� �7` !63 rN 5 ,4 '1�73 '4/ya, 16611�i2,. 15 8803^�g �79�, j7 J^ �a i'6g�q�M 1 1 162 � 9 N 6�8 87 7 '/`�0 ' :d7 _� 12 11�1d11 °°g-196s'"s41 .? {a 69i r687696�K�s zo�14, 22 2 109 z zo� {@6 71 7 nw " F ?.a 4—_k73352 0'4 �Tj68Q 7777 i29 ♦. �g ,IZ 72j 210 yy. 19�11a@ m M'• 5y �r° Ifi4694 .25 76 ♦ - 22021 in 119 1 ° L°fiss .I{- st1 ii 3.3 201[IsszOo 19 a a�• ] :. ti�CCJJII�174'666 29 p-'fin 530-5156.�� _$YB1427]fl��'j°,' 25425y��.p� kill A 'j�"1� N-1296 N-1257 s x �273Ji56 531 5dd 502 �,l '�2�2#�1a266�g 291 �' 1 N 33 �275 I7 7p759 531 6 lE � 2BQ LL i26� Zgg i A. t767 64 6BT !a 6247 272 _3' 1276 6r1&-768 639�g 83 34a„l 56 t 24 27hf ' •'f'� 2 3623-+' _ 1 '� S55 5 4 34 55 r. 54B 546 Y77 � 63 T74Zi6638 (602=550EF ' 35 k 3363y'7,'�M 1 `' I S�X5 53 4r 8 789 754 r41 579ll09, 3 M Y 25 32g23i34�• 350i35 35 136�i `� 1 .52 4' 1zs,$gy.}j�, 74 752�43 .5$f✓- } 61 - i3�132Y- 34534-/35 35 369�/74 r 154 44550 28 627 r801996 753 fl1 `562 �3Tg3�8 .31%35� g63464�:7d 41 • rr _ 5 r 755 �56'P}56i '��_ 314\._ 7fi ,G y' 1480 846 54 128 7587�-�58 171,582 ,` `567 563 ,f 396 + 3'Ml 3 q i 7�y77"" 0 8451.844 4 g83 '4b0�`750 5Jg57Z5P1 `65, 4 56�6 02 2� �.j 410 ¢ -f4� 17 9 817 28 84 �\ hoe 65765 �"'l 424 -34 5 4 {`L4 4 lr e 8044 g 577.816 - S'SB''-1'6559T°�4- a s1s " 1P5 4J !I �4 }8°s Santa Clarlta j6 g338¢83 @ { �i 4CA46 �4�5��� a�fd .80R81161z 7� 7 Y^ a soo 70— 1@ f 1° 7952 = a9 31,8899 9191847f 6 N20 % 20 ;s OpincorRorated 8! 4 7; *'a 913 3 x.5 qdF n�mwnEirz ?2'ai{h; A1�,1�73)70 �6>4: 403 4`s 1 914 949848171 1171 53 I7g �`NO9°3Y 55111 L12127 A4 4 915 :~ \ 1 ' 91129 V°- i128 }1,3118�1 916 _ ✓ ,:.Its'" a —._7 a { Ian' f59145 I18� 131� �5 Tile 91791891 20 r 3. '# c's 9a +7q.�- = P+ — 33 391 3i x ' ti.13 ii"T3 N1 q5 iial4�i �J?0� J 2 2 ,>� y > r's #ar. a_igrs k acJeb" f,r f 3{ 4ffl'S. .._''-• GF "�. '.t� 3n_,. ref/,. S ,Ca Ir)3M �16C=Et 1aw '7Z ,4tuy,11413r47, 185- 9�4 f, 32 "sYaly-wa1 rNrf raN vj 136 219332 '3R+`7 414u15;4 211210 S� Q0�a*P9 0g3_ e 79216 Vy3y301f 21a1 W19 930296\3 287 3004 83285N-1297 128435 5207 L1 5S 3i� 4 `b w`FC- 2277s /3so ;S .i219 1} b'+ i p,�¢227 3 34356 4 3 232 \ 4, F � r23327 26727�276� `• R ,.,rt_ §� 2323�525Ta 263 ♦ ua_.M �` �•, „ 2 2�g260 4253 �*ztr•• : '�'^+ss: F t ..�aawaa 7,a' ENCLOSURE 3 CCTV PROJECT YOTV1314AO CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) I 0 675 1,350 2 025 2,700 Feet Legend SMD Sanitary Sewers �SR 1: MINOR 2: MINOR TO MODERATE 3: MODERATE 4SIGNIFICANT —5 MOST SIGNICANT SMD Manholes r, Other Manhole Type Standard A DROP ::) Shallow Q Trap ® Siphon 0 SMD Pump Stations SMD Treatment Plants Trunk Sewerlines - - - Non SMD Sanitary Sewers Non SMD Maintained MIT SMD Operations Maps CCTV Protect Area tcmo Ia lnleneea oatyrw maam-e—i—Duna ae nn eat ry leraana b�aras C Iry b enp. am 9 ea base TF PIN P.— I., . 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SFr 4 irr r ENCLOSURE 3 CCTV PROJECT YOTV1314A' CITY OF SANTA CLARITA QUICK STRUCTURAL RATING y�eEtESG QSR) 'i uc woa s 1 4 r,- sw1n1 11 0 670 1,340 2,010 2,680 mi Legend SMD Sanitary Sewers aSR 1: MINOR 2: MINOR TO MODERATE 3: MODERATE — 4SIGNIFICANT —5 MOST SIGNICANT SMD Manholes n Other Manhole Type Standard DROP Shallow 0 Trap ® Siphon Q SMD Pump Stations SMD Treatment Plants • Trunk Sewerhnes -- Non SMD Sanitary Sewers • Non SMD Maintained MR SMD Operations Maps CCTV Protect Area Th N n nsurN L N a nn: ry emY ISEIfy Nis June 2018 I, )II3 1p � o > V-12 2 N-133 =i �1 -LJninc�,p ,�ted 11 7 19 t� `�6 44 ^_2 g9 t 6Z 1 r39 / 2514417451'453 /165 2 " � �SG t�450A61 /155 3 p60 44"44 9 � � 361 $ (458 �Sr 2511,359 r260 A358362 255 N 259 '' P.. 495423492 325P24j?2736j4941490 365 3i '§ 40 g0?5736 an}}ty��•% 3326262 Z8 4r 427h2 367�4 ,.. /!'f� �rm ."wF782 272 c 3 N-133272 -j-- N-1372 Sp {343 prr'S0 y+ �6 8 P` 4p1� 338 a340 4M 418 14 41�.ty 2,y72 2372}L'S�1 ''j�' "�2n9FaR1yp p�470 E2fi$q 145 6465 ,r Ju �23 .` 1?T�4 c. 4727 1 336 ti 97r . "'0xxm a 3S�". i ! a21Q 3'� 430 I 42 x227� J'� 3,1931@ �e�. ._ /469 431 "f'.92 226 r- 3G3 12:t {- 8j88113 a I' �8 s _ 116 11f 1 141 ��0 _ ri r,� 31 124 i80� 93 7T1 tit0 ^�r 432 405 -J y 5 2 468 c 33 351 I21 29�291 376 y L,t� eI,04 4fi7x 1313 i d5491=6 ��284 �4sr 378 S e B Y732 SU6 C �Op7Ia J' 2i�2 J S a 3 3 +BO �25 t29 2d, 37 L9 t111 0 2 23�26 2g135 Q6 g%2 l� - 4r 31/475 �93 Ao 191"'1l207�2_ _ '+11F"�@� 31r 217 i 76�6 `� 3wtYE2� ?46�7 3 43. 35y'r2T�-21FFF 3 _� '(� 10 7 '9� �3H 312 i `a 1314 24 .10 1577 8 69 11` '(G ' f�`Th4� SO fi8� Sa, T 53 fit . j40 �315 311x�' ;TF 14 54�y-� t`k12 4 + /141 ENCLOSURE 3 CCTV PROJECT YOTV1314AO CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) I ti eta 136a 2aao 212a Feet Legend SMD Sanitary Sewers QSR 1: MINOR -2. MINOR TO MODERATE 3: MODERATE 4: SIGNIFICANT 5: MOST SIGNICANT SMD Manholes ® Other Manhole Type Standard A DROP Shallow 0 Trap ® Siphon Q SMD Pump Stations SMD Treatment Plants • Trunk Sewerlines - - - Non SMO Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps �CCTV Project Ar a a a�aoapn�arine N N an, a�eE IN Ma os M ® "tal Rs n es —Maps®. June 2018 N-1332 2 31s 31K3o Ao5 Oa - 3 52 fi"o Xfi3 �qi N-1372 _-11 18 1�,122 2- 19 4p - 20 08211 49 x 41 47 kdL... `_321_1 } ` 3 R9 _...%�. 71,9 4720470 ( rs s,-x • t 46 'a�nlad. Jill 7O6 210 1213 ' cs-Rou vi NNy1� d 447 16456458�7459y6 461 �2. 44 5 T 'ri 1 s�87 5' \+ 77 \ 243 ` - 217 252 } 112 •.1, 1=$ �0 P5 y.''/' 249 P'- 242 ,,..trf.�N esT/g/3 j% r..rtc,x fir E a 403�,4'„s ]lxT 404 i"'�4 ,,...5 r + =(405 6�j0 1Q1�;-'fi41T 2>40. 2� 1xA 1I -� z35' 2452 /2a0 {,"' yr I 61 54 , 23i Zi a1T S .�fit7 i 1 N-1333 / / ,_ LL ko7 6a * �4, 23 ,38 0, Y `' =' w. i 413 40� f 524ift 4 �S2! a i'I P x.e., 1. ,.y lst . 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MOST SIGNICANT SMD Manholes ® Other Manhole Type Standard DROP C Shallow Q Trap ® Siphon Q SMD Pump Stations ® SMD Treatment Plants • Trunk Sewerllnes --- Non SMD Sanitary Sewers • Non SMD Maintained MH O SMD Operations Maps Q CCTV Protect Area I.os nn9les coon y eipr airy ai�Csime engy YPe ley may ' PoPY TI.--pmtl xM psmlis'clan 9nmetl OY P.. June 2018 ENCLOSURE 1 Project Overview Map s -12 4 N-1202 1-:,33t * r N-f254 U incorpora# i N 133E *11, �p �N f215 - »� r. .1 F + m; I. shy r, N-121 "a,. ;.,} #J N-1512 „} 7373 }aN N 1416 t45 , E -1333 a , f N-1374 N-141 d s $ N-1217 N-125 r j; f t}i• t= .n. 3� " I J N_ 5 3 oo ry Pi-1461 125T' ¢ 4335 ,- N-137 a oa Do N-1417 = a fi 1219 -tp f'� -" l ySy#'tw ' t ;� a3 7+3 N 141 c� N-1-!S9 NA2 } r -1337 Sari Clar � • l5 ' OVERVIEW MAP CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA �a Q „ow rzk � r�.T�• 0 2,300 4,600 6,900 9,200 i M. Legend SMD Sanitary Sewers SMD Manholes ® Other Manhole Type Standard 0 DROP n Shall- 0 Trap ® Siphon ® SMD Pump Stations ® SMD Treatment Plants Trunk Sewerlines — — — Non SMD Sanitary Sewers • Non SMD Maintained MH Q SMD Operations Maps ® CCTV Pro act Area Tn. n orn angles cod1f y M1iamep-db,�eM1.etl�s a pu June 2018 ENCLOSURE 2 • Quick Maintenance Rating Map • High Water Levels List and Map • Infiltration List and Map • Sample Lateral Notice Letter S% 1215 N-1254 a N- s x •` /4 / q._ :a 41 a ' . i i v t f� r "lt i5 Wo 1l +au — lf. / , Sjg3 97927a yy, k484 �QI 7FIIr3 } • �. 7 i2 1 86 77 n 36,361,87 i'sty,al'd 1177 ti I 34 313-_ 5 j _ p=J . 3)38 221221 l+r_ 220 4' ¢1�39, 19 l a, y,pt a yx4h sal 0 • /42 t's51{ 42 e1 @f 21@591+1a lag Y4a24a 3243 TJ�23 tie fi 60 --`'213 6 g 'M .i8g8 re �r ,7a 124 a0228 e e+ :i•Y242 51s2k22. 2 j es i eqc - lal 2}�jf�'7 6 0 84 125 1 y� dai i '• +f42�'6 84 • 610 a` Ian �n � �y V2 „y1FY7 3 206 207 31 Santa Clarita 31 14 2 1�1 �! ,l' i 1ax31 Kira ''� a �♦,�, ,�[4.12a q12 V>117? .�121A1 t 105011 jp29 129 IYW, 1 -' Ik j1 r- i3 2F „B, 117T7 ix* 114id 1c4 Unincorporated I 116 m ♦ ♦ IWIDD -, i1.4 ,1 * 113 14{i i J`-' 130 • - • k 53 N-1217 1256 53 �• 1T t.' I I 1P81�' L -• . 13619'4ad�, 193 221 •4 1 'a1202 .r�`-+4 15' 74Eas14:-n_ ., A� •r Iti4B 241 1411201 Tf�4? 16�.Y7 j9 ° _A49 'k9143 i3O,207 206 585,g ' 5 56 49 _ 5 e 27 227 fi087 '&6 tSyi 22 28' I61 2 12@ 70 67 230 30 �. �4c'17G'c'67 /" '72 75J5 1 N-1218-�L. jG136 174174 76 IV 1— ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) w o V 675 1,350 2,025 2,700 Feet Legend SMD Sanitary Sewers QMR 1: MINOR 2: MINOR TO MODERATE —3: MODERATE 4: SIGNIFICANT ,.rc..,. 5: MOST SIGNIFICANT SMD Manholes ® Other Manhole Type � Standard A DROP — Shallow Q Trap ® Siphon M SMD Pump Stations SMD Treatment Plants • Trunk Sewerlinas --- Non SMD Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps CCTV Project Area d pre mm ouuny sermr�Mainiananu oistrins. rdye rcasy dlstlaimaan;i. .aOlN amas ee Pm do.,W same ad YY Th.—ems Mwsm June 2018 _ tut. %]T .. 171 ' % 3 y4 7 C11 1Bj19F t z 23B'4 141 4 205 o ' 2 /- 1 �120 " 7 11 4,126 74 0 ,,>>�� 16 *.3 92 123 t12512 19 % 15 5 12 "83842"7 4 47 11?{. fg •E 3Bg&• 1 yP 03 8 296 1 T 648- -66 16 299 t� �01 275�'78 27� 9'� 51�51 6'39 6,1�663C 30 314 299 � I28A I273 q 4— 2 25+ 35 2 X� 30 11 �.6 ♦ 121 1 1 `l" 19` �68196 �� "1 273 6fi5,F,52�24 8 662 17 31 ` 24129 , 271 26 12 C '' lA^13� 7 10051 1 tlI .14 t2 �8 120 4a 11}0�7y�-, 129 r 29g}29�'7989 2 T 114 - 56 ��192 - �1187 gt, 190-,270 g"e 899 10.-23 31 525 13 1 17'1�- 188 206 24245,E r �2 19,1 18 1'n,21 ' ' - r 1898p4�181357346 •1K 1�� 1222,n51 3 K Z 2�22 1166I 117 c.1�1 'ET 9g 3 9y4991F1j1? 96 911 247 ;4#,, 264264 6 7393 5 17rS35 26•26 4 1141T4 10� V V �-•. �l .! 109,tp9 1 177 347 2t!? 6'1256 260 262 115 14 678�7�"'7 51 178 4r•44~341 265 267 1�39fjr 96 828 5 5E 59 * 173Q1 1y10,ffi 100100 � 269 1 t� 364 2����.3Q3. 3 � 256 266 -Z58 386-d�9 424 36+-887 71 �i 112;12 'F3113 101pl E 165 3132y�-�1" �y 381 11}'3�7225 3T]ax�32i �. 90 86 8 _4 73 }11 BiS 97. -y 96 9742 757 ~; �••'� 1256 ` 444 G'ei' `ti 41p, - ik6 S 421 i s� I.4ai' SfI:15u8 AI�an4p? 5 � 9V3 53653E � �?rs,;54 P"? 1 60 4M �3 7 atw�a; � $4 N S 4T3469 - 924974 9a 3 •' �,r- '1!' 4 5T� ,y1d / 4Ed I 1 4+7 64J 95, I 19S1L3 193 } - iB41d4i�r 19i 223 i 1 1i1' 202 1}74� 414 2 �! 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'21C2 1p9 �31 167 1 ,T �f y 95 11211 Il 1 i 187 97 $` 3 9P . + g 98 y@F3 1 12 ifi8 111J. :••`! 97 - �13P1 41 r06 416270-, 2r13271511 516A51G 233 E03fyr j 131 415 7r 267266247242 yyaayy}7��55 235 ++ 2 1: 1 + �Yf7 l ` 4�`6}8�h._ 27 • i • 17 17 l 1 1pZAf —r -. � 101 „ 112 01 4 326 77 ♦F� 21 601 1 N^''•1313 2 260,.r�52�24G1i5�17 '6T� �P1e• 1 g1 4 21 T 77 244— 04 IV 7 ',- 00510S L J 1_ _ ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) 0 670 1,340 2,010 2,680 I Legend SMD Sanitary Sewers OMR 1 MINOR 2: MINOR TO MODERATE 3 MODERATE 4: SIGNIFICANT —5 MOST SIGNIFICANT SMD Manholes ® Other Manhole Type Standard DROP ❑ Shallow 0 Trap ® Siphon Q SMD Pump Stations ® SMD Treatment Plants • Trunk Sewerllnes - - - Non SMD Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps CCTV Project Area N roe , N N Y H MI d" I rd, y . as Bm Map A. rt June 2018 03 —aTles ee ° 11'" 119 N-1333 N-13 3 74 ;—% 40 E{ 128. 27' g a'=. 24 31 0136 37 7r - 23 f.4 \73V139 ` i�;y.• 25 ', 22 `I 17 o y�2fi i 11211, 65` 12 T- 21 20 iB I O 71 0 I r tr 13 f 1 1109 47 43 I1uis 5u 45 44 54 46 , 42 �.251 -'49 /23 81 +55 57 l56: 55� ' tt / \s8 - 5FL4 64-- IC2 663 6 - I I_ 6�< 66 59 6� 67 ' 691 1 6� 7 `82� 80 8/_ e7 7i ,76 �77 j 188 75 1 95 N-1334 Santa Clallita N- 37 a b - a k � ok ha i µ�x Pie N ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) 9�GELESC� 0 340 680 1020 1360 Feel Legend SMD Sanitary Sewers QMR 1: MINOR 2: MINOR TO MODERATE — -3: MODERATE 4SIGNIFICANT —5 MOST SIGNIFICANT SMD Manholes 9 Other Manhole Type Standard DROP Shallow Trap ® Siphon 0 SMD Pump Stations ® SMD Treatment Plants - - -Trunk Sewerlines — — — Non SMD Sanitary Sewers • Non SMD Maintained MH Q SMD Operations Maps O CCTV Project Area tentlea only for inkmal opsrtticns or Ne ng lss Caunry Sever Mainknanm Clsbida. s Anglas Caunb e>pressty tlistlalms any Nalilny s WIi.11 may De prtmnt in Nis nvep�Data mnu�natl N IMa map M prteucetl in d, by r „rrtan hem bemaamaemaaa Bma Mw June 2018 L ,----•1? a4 2777G}l�IdJ?�2s 0 'i4 ~S {04' 'k �'i6 fii '# !? 7 ttwnnaear •"}'p ., mi. b t 656 ��yy��a�.a5{1Ytd�i.yCB�wy'617 g i #J�( 3f' 7j� 74 r.+a -1 6�ssss - N-12S7 9*gI}11 1i5654 g5e $�Ifi44 p 3i5 F4�l15 e' „F s °'•.¢,�.•.-c., N-7 37" "y`po 71+� fi-4652t 651 .1F * 1 42444 75W% -045- 719 1111100, 64.650 ¢07�42 3. ?' ) 3 ih92 gg63693 �27rjg 755 754' �,26+�71�¢�i¢64 �6g6 'A Via° Y '1 922, i 583�S i 5 �44 I- F a�pk 7733Y'..94 7 7I377 0. 373 93 -24L 588 S Y' yata"� �C3 pp _89 77, 74 76496473 2733 +_s 1 589 n �37*j,An4 7Y"� , 92J76 4A r5 58 5855�6 5' 2 51 V4 q 7 (• a r^ X � 0 sa +sxxa>E �6 3 36 3/+2p§gd0139 9 7111 !i1 =5 =4 500 501 5 '03 5'3 -54 . ^^^^^333&8bb 49 � 5 111 y�r`'104r I3 4 03P. 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Unlnuxparatad k11c11 J4 3G2=12 r19i 7h7 Jk yi:: I rc a y 122 9B a 362712� S\ b,2123 t35 w t 133 Sava Clarlla Santa I a 133 Santa CI a, c I ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) �GELEa Cp \ c 3 0 675 1,350 2,121 2,700 Feet Legend SMD Sanitary Sewers QMR — 1: MINOR 2: MINOR TO MODERATE 3: MODERATE 4: SIGNIFICANT 5- MOST SIGNIFICANT SMD Manholes ® Other Manhole Type Standard A DROP Shell- 0 Trap ® Siphon Q SMD Pump Stations © SMD Treatment Plants - - ' Trunk S—lines -•-- Non SMD SanitarySewers 0 Non SMD Maintained MH SMD Operations Maps CCTV Project Area �db s. a.%. -Dunn. uh a ersry mey y 1ce pmzanyuanlliry v�.niT hrcsem in mie vfio16 oa1pan M1mMe Tlwm p_, ®tliBhal F Phu .p..�Mapz®tl All n'phlz neerwa.-� June 2018 R ol N-1512 Santa Clarita ... �7 Unincorporated (224 34 22G i FY wa- N-1513 ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK MAINTENANCE RATING (QMR) a 200 400 ... 80 Feet Legend SMD Sanitary Sewers CIMR 1: MINOR 2- MINOR TO MODERATE 3 MODERATE 4: SIGNIFICANT 5: MOST SIGNIFICANT SMD Manholes (D Other Manhole Type ( Standard A DROP -- Shallow Trap 0 Siphon SMD Pump Stations SMD Treatment Plants • Trunk Sewerlines --- Non SMD Sanitary Sewers • Non SMD M,iml,imel MH SMD Operations Maps OCCTV Prj..t Are. mebaL untie a aam ei lwbliy 1�h —1- WdlhWd, ..d - P. g—.d. time M,W all June 2018 ENCLOSURE2 HIGH WATER LEVELS SANTA CLARITA (YOTV1415A) as of 12/15/2015 NO. 4MR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 1 5143 1295-0034 1295-0046 PALACETE DR Camera underwater: 89' Hydrojet 2 5143 1297-0845 TRNK 16TH ST Camera underwater: 46' Hydrojet 3 512K 1297-0847 1297-0846 RAILROAD AV Water mark: 90%; water level: 50% No action needed 4 512E 1294-0537 1294-0538 BRIARS PL Water level: 50% No action needed 5 1 5100 1334-0038 1334-0016 ALAMOGORDO RD Water level: 50% No action needed 6 5100 1334-0039 1334-0041 ALAMOGORDO RD Water mark: 50% No action needed 7 5100 1337-0045 1337-0044 EASEMENT Camera underwater: 85' Hydrojet 8 5100 1333-0201 1333-0198 EASEMENT Water level: 50% No action needed 9 5100 1297-0779 1297-0780 ORCHARD VILLAGE RD Water mark: 50% No action needed 30 4800 1297-0629 1297-0628 16TH ST Camera underwater: 114' Hydrojet 11 1 4A31 1295-0055 1295-0020 LAS MANANITAS DR Camera underwater: 168' Hydrojet 12 4A00 1295-0054 1295-0057 FESTIVIDAD DR Water mark: 50% No action needed 13 4800 1297-0362 1297-0363 AVENIDA ENTRANA Camera underwater: 96' Hydrojet 14 4800 1297-0628 1297-0627 16TH ST Camera underwater: 59' Hydrojet 15 472C 1295-0054 1295-0055 LAS MANANITAS DR Camera underwater: 265' Hydrojet 16 471D 1297-0437 1297-0436 EASEMENT Camera underwater: 105' Hydrojet 17 4600 1295-0674 1295-0673 EASEMENT Camera underwater: 60' Hydrojet 18 4600 1297-0846 1297-0845 16TH ST Camera underwater; 259' Hydrojet 19 452G 1294-0247 1294-0245 SENA CT Water mark: 50% No action needed 20 4500 1294-0147 1294-0148 EASEMENT Camera underwater: 202' Hydrojet 21 4500 1257-0106 1257-0107 GOLDCREST DR Water mark: 50% No action needed 22 4500 1255-0056 1255-0055 COPPER HILL DR Camera underwater: 323' Hydrojet 23 4500 1334-0110 1334-0111 EASEMENT Water mark: 50%; camera underwater: 209' (plastic pipe) Hydrojet 24 4424 1294-0953 1294-0786 WILLOWBROOKE CT Camera underwater: 47' Hydrojet 25 4400 1295-0673 1295-0672 EASEMENT Camera underwater: 124' Hydrojet 26 4332 1294-0113 1294-0127 BARCOTTA DR Camera underwater: 350' Hydrojet 27 4331 1257-0043 1256-0076 EASEMENT Camera underwater: 134' Hydrojet 28 4232 1294-0146 1294-0145 SECO CANYON RD Water mark: 50% No action needed 29 4231 1295-0435 1295-0522 CAPE COD DR Camera underwater: 67' Hydrojet 30 4200 1294-0094 1294-0026 SYCAMORE CREEK DR Water mark: 50% No action needed 31 4200 1294-0151 1294-0152 CHERRY CREEK DR Water mark: 50%; camera underwater: 117' Hydrojet 32 4200 1296-0029 1296-0028 CITRUS ST Camera underwater: 289' Hydrojet 33 4200 1297-0393 1297-0394 AVENIDA ENTRANA Camera underwater: 19' Hydrojet 34 4131 1294-0488 1294-0478 ROLAND WY Water mark: 50% No action needed 35 4131 1 1294-0106 1294-0107 SECO CANYON RD Water mark: 50% No action needed 36 4131 1294-0341 1 1294-0364 1EASEMENT Water mark: 50% No action needed 37 4131 1295-0087 1 1295-0086 JESPUELLA DR lWater level: 50% 1 No action needed Page 1 of 3 ENCLOSURE2 HIGH WATER LEVELS SANTA CLARITA (YOTV1415A) as of 12/15/2015 NO. 4MR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 38 4131 1294-0192 1294-0181 SECO CANYON RD Water mark: 50% No action needed 39 4131 1294-0276 1295-0285 ROSEMONT DR Water level: 60% No action needed 40 4131 1295-0614 1295-0613 EASEMENT Water mark: 50% No action needed 41 4131 1297-0753 1297-0752 VIA BEGUINE Water mark: 50% No action needed 42 4131 1295-0437 1295-0438 AV SCOTT Water mark: 50% No action needed 43 412J 1334-0033 1334-0034 CANONES CR Water mark: 50% No action needed 44 412J 1295-0412 1295-0413 WINDWARD LN Water mark: 50% No action needed 45 412F 1294-0493 1294-0477 WELSHFIELD WY Water mark: 50% No action needed 46 412A 1295-0675 1295-TRNK AUTO CENTER CT Camera underwater: 112' Hydrojet 47 4128 1295-0151 1295-0153 MC BEAN PKWY Water mark: 50% No action needed 48 4127 1295-0168 1295-0194 MC BEAN PKWY Water mark: 60% No action needed 49 4121 1295-0244 1295-0245 LITTLE DR Water mark: 50% No action needed 50 4121 1295-0501 1295-0503 ISLAND RD Camera underwater: 220' Hydrojet 51 4111 1298-0256 1298-0257 CROSS ST Water level: 50% No action needed 52 4100 1294-0148 1294-0094 SYCAMORE CREEK DR Water level: 50% No action needed 53 4100 1333-0148 1333-0147 CATALA AVE Water level: 50% No action needed 54 4100 1257-0083 1257-0071 EASEMENT Water level: 70% No action needed 55 4100 1294-0190 1294-0191 SECO CANYON RD Water mark: 50% No action needed 56 4100 1295-0210 1295-0211 EASEMENT Water mark: 50% No action needed 57 4100 1297-0708 1297-0707 VIA GALERA Water level: 50% No action needed 58 4100 1297-0737 1297-0736 EASEMENT Water level: 50% No action needed 59 4100 1297-0395 1297-0396 EASEMENT Water level: 50% No action needed 60 4100 1297-0394 1297-0395 AVENIDA ENTRANA Water level 50% No action needed 61 4100 1297-0396 1297-0397 EASEMENT water level: 50% No action needed 62 4100 1297-0634 1297-0631 NEWHALL AVE Camera underwater:167' Hydrojet 63 4100 1337-0010 1337-0132 NEWHALL AVE Water level: 50% No action needed 64 4100 1337-0132 1337-0009 NEWHALL AVE Water level: 50% No action needed 65 4100 1337-0009 1337-0008 NEWHALL AVE Water level: 50% No action needed 66 3H00 1294-0036 1294-0037 CYPRESS RIDGE CR Water level: 50% No action needed 67 3G21 1294-0303 1294-0302 BLUERIDGE DR Water level: 50% No action needed 68 3F2F 1295-0590 1295-0609 BRETON CT Water level: 10%; water mark: 50% No action needed 69 382A 1294-0072 1294-0071 MULBERRY GLEN DR Water level: 10%; water mark: 60% No action needed 70 3900 1295-0309 1295-TRNK EASEMENT Water mark: 50% No action needed 71 3711 1334-0037 1333-0172 CABRERA AVE Water mark: 50% No action needed 72 3629 1295-0176 1295-0177 IBENNINGTON DR lWater mark: 50% INo action needed 73 3621 1333-0167 1333-0168 CATALA AVE iWater mark: 50% 1 No action needed 74 342E 1 1334-0025 1 1334-0026 JALLEY lWater mark: 50% INo action needed Page 2 of 3 ENCLOSURE2 HIGH WATER LEVELS SANTA CLARITA (YOTV1415A) as of 12/15/2015 NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 75 341G 1334-0074 1295-0087 ESPUELLA DR Water mark: 50% No action needed 76 3400 1298-0345 1298-0344 CALGROVE 8V Water mark: 50% No action needed 77 331A 1334-0044 1334-0045 FESTIVIDAD DR Water mark: 70% No action needed 78 322D 1297-0481 1297-0480 GREEN MILL AV Water mark: 50% No action needed 79 3200 1294-0142 1294-0169 SECO CANYON RD Water mark: 50% No action needed 80 3200 1298-0051 1298-0050 WILEY CANYON RD Water mark: 70% No action needed 81 312L 1333-0673 1333-0672 CANYON-VILLAS/TOWN HOMES Water mark: 50% No action needed 82 312L 1295-0042 1295-0041 FRISCA DR Water mark: 50% No action needed 83 312J 1294-0232 1294-0233 JARANA CT Water mark: 50% No action needed 84 312D 1294-0309 1294-0302 LANDON PL Water mark: 50% No action needed 85 1 3122 1333-0063 1333-0645 PAMPLICO DR Water mark: 50% No action needed 86 3121 1256-0076 1256-0075 EASEMENT Water level: 60% No action needed 87 3111 1336-0104 1336-0103 ALLEY Water mark: 50% No action needed 88 3100 1332-0064 1332-0063 COPPER HILL DR Water level: 50% (plastic pipe) No action needed 89 3100 1294-0189 1294-0190 SECO CANYON RD Water mark: 50% No action needed 90 3100 1334-0038 1334-0039 ALAMOGORDO RD Water mark: 50% No action needed 91 3100 1297-0339 1297-0340 AVENIDA CRESCENTA Water mark: 50% No action needed 92 3100 1297-0693 1297-0692 EASEMENT Water mark: 70% No action needed 93 3100 1336-0150 1336-0145 NANDINA LN Water mark: 50% No action needed 94 3100 1337-0015 1 1337-0014 ISAN FERNANDO RD lWater mark: 50% No action needed Page 3 of 3 N-1264 N-1203 It 41 N, 146 m N-125 J, 1� I lab -7 3n(1302 1364lg U19 , % u If I 7538 N IL 192 A z 41 Al an CIarR z 46 13 25 14 21' 13 In, Sl 175 W 19DON 'A, Cr N-1256 N-1295 All 674 67 k'- L if T� -1257 rated M N6 r*.w _,; -4- ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA HIGH WATER LEVEL Feet Legend — HIGH WATER LEVEL SMD Manholes ® Other Manhole Type I Standard DROP Shallow 0 Trap Siphon SMD Pump Stations SMD Treatment Plants -Trunk Sewerlines Nor SMD Sanitary Sewers • Non SMD Maintained MH ... Operations Maps CCTV Project Area b.— w, dlit. k Rngh-, —1— p—mimn d by Th — Mlp� All pg . .—d. June 2018 ENCLOSURE2 INFILTRATION SANTA CLARITA (YOTV1415A) as of 12/15/2015 NO. OMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN t S121 1333-0611 1333-0612 STONINGTON LN Infiltration (gusher): 199' Grout Injection 2 5100 1294-0342 1294-0343 DECORO DR Infiltration (gusher): 1' Grout injection 3 4132 1295-0314 1295-0312 CHESHIRE IN Infiltration (weeper): V Infltration is minimal. No action needed. 4 4132 1337-0059 1337-0058 NEWHALLAVE Infiltration (runner): 111' Infiltration is minimal. No action needed. 5 412B 1294-0353 1294-0352 BRIDGEWATER DR Infiltration (runner): 176' Infiltration is minimal. No action needed. 6 412A 1337-0089 1337-0088 ALDER DR Infiltration (runner): 124' Grout injection 7 4121 1337-0093 1337-0092 FICUS LN Infiltration (runner): 5' Infiltration is minimal. No action needed. 8 312H 1294-0820 1294-0819 CLARIDGE 11 Infiltration (dripper): 46' Infiltration is minimal. No action needed. 9 3126 1337-0103 1337-0102 OAKRIVER LN Infiltration (dripper): 1' Infiltration is minimal. No action needed. T. 3121 1295-0609 1295-0608 1 BAYWOOD LN linfiltration (dripper): 144' linfiltration is minimal. No action needed. 11 3121 1337-0058 1 1337-0037 INEWHALLAVE Infiltration (dripper): 85' Infiltration is minimal. No action needed. N-1293 3. 4 !F r -IS I S rq Santa larita 343 t"I P 2L % 17� - "1 7 ff Ile 4 -1334 FMP f 13 fF : 21P ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA INFILTRATION 0 525 13050 1,575 2,100 Feet Legend INFILTRATION SMD Manholes Z,' Other Manhole Type Standard DROP Shallow O Thep Siphon SMD Pump Stations SMD Treatment Plants Trunk Sewerlides Non SMD Sanitary Sewers 0 Non SMD Maintained MH SMD operations maps CCTV Project Area Thl� m, ia In ryWr —1 —.—nh. abeaepTh .1f,-1h.Th--B—.M V del I iign r—i- g.-d by Th.— B— M,ipA A June 2018 ti V z ew' N-1335 � N- 37 • w ` r�H�R° �' � Ar = t, a l n. a �R s 9 wn xi rramw y( �L'f Ll.;f yjT . °° �� N-1338 % 1 �•,G -1258 N-1297 b — N- 376 °°� MI� ,.ply it< 1r �/ SEP itaCI is r finer �; • � -` � dt�3 T � `#r. g - 4 � x uspL how � /_ i a• iS ` N-1` 59 N_1 N-133 Unincorporated � a k R I anta Clarita Santa I " Santa C a at ENCLOSURE 2 CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA INFILTRATION * A 0 675 1,350 2,o25 2,700 Feet Legend +INFILTRATION SMD Manholes ® Other Manhole Type o Standard 0 DROP Shallow Q Trap ® Siphon Q SMD Pump Stations © SMD Treatment Plants • Trunk Sewerlines — — — Non SMD Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps CCTV Project Area IDis mep is InW-d anther internal o .f. sof Lee Anglea ceunry e.preeeM •+ue:me �nNyl naen:ry EaNbase. Th,. map is wpyng—,— e WN perm�ssen ennleG by TM1omas Bms pM p . All June 2018 COUNTY OF LOS ANGELES MARK PESTRELLA, Director {DATE} DEPARTMENT OF PUBLIC WORKS "To Enrich Lives Through Effective and Caring Service" 900 SOUTH FREMONT AVENUE ALHAMBRA. CALIFORNIA 91803-1331 Telephone: (626) 458-5 100 http:4idpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO: P.O. BOX 1460 ALHAMBRA, CALIFORNIA 91802-1460 IN REPLY PLEASE REFER TO FILE: S M-1 Mr./Ms. {NAME} {ADDRESS) {ADDRESS} Dear Mr./Ms. {NAME}: SEWER LATERAL ROOT INTRUSION {ADDRESS} The County of Los Angeles Consolidated Sewer Maintenance District is responsible for the maintenance of the sanitary sewer system in your area. A camera inspection of the sewer mainline discovered roots in your sewer lateral connection. The intrusion of the roots from your lateral may block the flow of sewage in the mainline sewer causing an overflow to your property and/or those immediately upstream of your property. You are hereby requested to perform maintenance on the private sewer lateral serving the property located at {ADDRESS}. In accordance with County Code 20.24.080 Maintenance of Sewer Laterals. "All house laterals, industrial connection sewers, septic tank outlet connections to STEP system, and appurtenances thereto existing as of January 23, 1953, 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." As the property owner, you are responsible for the entire length of the sewer lateral, which includes the portion that extends beyond the property line into the public right of way. We request that you contact a licensed plumber to service your sewer lateral within 90 days to remove roots and any other obstructions that may cause a sewage backup. Your licensed plumber is required to protect the District's sewer mainlines from dislodged roots and other debris by utilizing catcher baskets at the manhole downstream from your lateral connection. Prior to your plumber cleaning your lateral, please notify the District's sewer maintenance yard in your area at (XXX) XXX-XXXX to arrange for authorization to access the downstream manhole. Mr./Ms. {NAME} {DATE} Page 2 We have enclosed photos of your lateral connection showing the root blockage. In addition, we have included literature on ways to minimize sewer overflows and damage to your home. Please consider establishing a routine cleaning schedule for your sewer lateral to minimize potential plumbing problems caused by root intrusion that are likely to reoccur. If your sewer lateral has been cleaned after the date on the enclosed photos, no further action is necessary. After your lateral has been serviced, please notify Ms. Kari Eskridge, Sewer Maintenance Division, at (626) 300-3390 or keskridge(a)-dpw.lacounty.gov. Thank you for helping keep the sewer lines clean and in good working order. Very truly yours, MARK PESTRELLA Director of Public Works WILLIAM J. WINTER Assistant Deputy Director Sewer Maintenance Division XX: xx {FILEPATH} Enc. 0 {Address} {Address) Roots at Lateral Connection W ,. ijro/, Minimizing Sewer Overflows and Damage to Your Home The sewer system within the County of Los Angeles Consolidated Sewer Maintenance District (District) is comprised of a series of underground pipes. Many are publicly owned; however, the sewer laterals are entirely owned by the private property owner they serve. The laterals extend from the building to the mainline within the street (or within an easement at the rear of your home). The laterals are typically four inches in diameter while the District's mainline is typically at least eight inches in diameter. The private property owner is responsible for the entire length of the lateral, which includes the portion that may be located within the public right of way (under the asphalt and street landscaping). SEWER LATERALS - AREAS OF RESPONSIBILITY Property Boundary Homeowner is responsible for lateral maintenance up to the sewer mainline. Sewer Easement ,.%-- Street �.�,. _ �,.,.�.►---�-Ate...., ...� Sewer Lateral Sewer Lateral• Homeowners Responsibility Homeowner's Respon y Sewer Mainline DR " `Sewer Mainline District's Responsibility District's Responsibility Sewer backups can cause tremendous damage to the interior of a home. In order to minimize these, the District provides continual maintenance services for the public sewer mainlines. Unfortunately, sewer laterals are often not maintained by private property owners until a disaster strikes. "Out of sight, out of mind" is a typical approach to sewer lateral maintenance and operation by many. It is our hope that we can provide you various means of addressing these issues and thus, minimize your risk of an overflow entering your home. The three methods we suggest are: 1. Maintain your lateral through proper cleaning, repair, and replacement. 2. Do not place improper items into the sewer or make improper connections to the sewer. a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the sewer lines and may cause sewer spills. b. Do not pour fats, oils, and grease in your drains as these products harden and stick to the inside of the sewer pipes, which build up and may eventually cause a blockage in the sewer pipe. 3. Install a backflow preventer and cleanout in your sewer lateral. ENCLOSURE 3 (quick Structural Rating Report Priority List • Quick Structural Rating Map ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1415A) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 1 1333-0352 1333-0350 EASEMENT Fracture multiple Lining- 2 1257-0043 1256-0076 EASEMENT Fractures No action needed* 3 1297-0847 1297-0846 RAILROAD AV Fracture multiple Lining 4 1294-0155 1294-0156 EASEMENT Fracture multiple; Broken Point repair 5 1294-0969 1294-0759 AMARYLLIS CT Fracture multiple Lining 6 1333-0103 1333-0102 AVENIDA TERRAZA Fracture multiple; Broken Lining 7 1298-0042 1298-0036 OLD WILEY CANYON RD Fractures; Broken Lining 8 1297-0675 1297-0674 EASEMENT Hole Lining 9 1297-0540 1297-0541 VALLEY ST Fracture multiple; Broken Point repair; Lining 10 1256-0139 1256-0094 ANZA DR Fracture multiple Lining 11 1333-0150 1333-0151 CHERAW DR Fracture multiple; Broken Point repair 12 1298-0238 1298-0236 EASEMENT Fracture multiple; Hole Lining 13 1294-0247 1294-0245 SENA CT Fracture multiple; Broken Point repair 14 1256-0011 1256-0010 FREMONT CT Fracture multiple; Broken Point repair 15 1256-0012 1256-0011 FREMONT CT Fracture multiple; Broken; Hole Point repair; Lining 16 1333-0167 1333-0168 CATALA AVE Fractures; Broken Lining 17 1297-0849 1297-0848 RAILROAD AV Fractures; Hole No action needed* 18 1295-0178 1295-0179 BENNINGTON DR Fracture multiple; Broken Point repair 19 1298-0360 1298-0359 HERITAGE OAK CT Fractures; Broken Point repair 20 1295-0176 1295-0177 BENNINGTON DR Fracture multiple; Broken No action needed* 21 1333-0018 1333-0017 SUMNER AV Fracture multiple No action needed* 22 1298-0350 1298-0349 CALGROVE BV Fracture multiple; Broken Lining 23 1298-0188 1298-0187 NEARGATE DR Fracture multiple Lining 24 1297-0336 1 1297-0335 JAVENIDA CRESCENTA Fractures; Broken Lining 25 1295-0011 1 1295-0010 ICONDE DR Hole I Point repair "Structural deficiencies are categorized into groups of defects or observations vAth a %,%ide range of severity. Each of these deficiencies received additional post inspection review and some of these were determined not likely to interfere with the normal operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments t-% ill be rep.+ieveed during the next cycle of CCT;,+' inspections. Page 1 of 5 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1415A) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 26 1295-0048 1295-0049 GARZOTA DR Broken No action needed* 27 1294-0303 1294-0302 BLUERIDGE DR Fractures No action needed* 28 1294-0309 1294-0302 LANDON PL Fractures; Broken No action needed* 29 1293-0014 1293-0013 REDWOOD GLEN DR Broken Lining 30 1256-0111A 1256-0110 AVE TIBBITTS Fracture multiple; Broken Lining 31 1294-0859 1294-0856 ALLEY Hole Point repair 32 1294-0256 1294-0255 MC BEAN PKWY Fracture multiple Lining 33 1294-0219 1294-0220 VISTA DELGADO DR Fracture multiple No action needed* 34 1333-0201 1333-0198 EASEMENT Fracture multiple No action needed* 35 1294-0255 1294-0254 MC BEAN PKWY Fractures Lining 36 1295-0675 1295-TRNK AUTO CENTER CT No structural deficiencies No action needed* 37 1294-0256 1294-0257 MC BEAN PKWY Fractures No action needed* 38 1297-0603 1297-0644 NEWHALL AVE No structural deficiencies No action needed* 39 1295-0429 1295-0428 ALLEY Fracture multiple No action needed* 40 1334-0110 1334-0111 EASEMENT No structural deficiencies No action needed* 41 1255-0003 1256-0021 AVE CROCKER Fracture multiple No action needed* 42 1295-0433 1295-0432 PARKING LOT Fractures; Broken Lining 43 1294-0186 1294-0185 SANTA CLARITA RD Fractures No action needed* 44 1298-0256 1298-0257 CROSS ST Fracture multiple No action needed* 45 1334-0027 1333-0103 AVENIDA TERRAZA Fracture multiple Lining 46 1334-0103 1334-0024 BARBACOA DR Fracture multiple No action needed* 47 1333-0054 1333-0055 BARCOTTA DR No structural deficiencies No action needed* 48 1333-0376 1333-0375 THEODORE CT No structural deficiencies No action needed* 49 1294-0243 1294-0244 VISTA ENCANTADA DR Fracture multiple Lining 50 1334-0013 1334-0014 BOUQUET CANYON RD Fractures INo action needed* "Structural deficiencies are categorized into groups of defects or observations with a wide range of severity. Each of these deficiencies received additional post inspection review and some of these were determined not likely to interfere ,,Y,Ith the normaI operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments ovili be reviewed during the next cycle of CCTV inspections. Page 2 of 5 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1415A) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 51 1295-0501 1295-0503 ISLAND RD No structural deficiencies No action needed* 52 1297-0638 1297-0635 NEWHALL AVE No structural deficiencies No action needed* 53 1295-0161 1295-0151 MC BEAN PKWY No structural deficiencies No action needed* 54 1298-0125 1298-0124 MENTRY DR Fracture multiple Point repair 55 1294-0507 1294-0505 TRINIDAD CT Fracture multiple; Broken Lining 56 1256-0117 1256-0120 ANZA DR Fracture multiple No action needed* 57 1337-0044 1337-0037 SAN FERNANDO RD No structural deficiencies No action needed 58 1294-0293 1294-0305 WEATHERSFIELD DR Fractures No action needed* 59 1294-0243 1294-0242 VISTA ENCANTADA DR Fracture multiple; Broken Point repair 60 1294-0243 1294-0245 VISTA ROSINA DR Fracture multiple No action needed* 61 1337-0079 1337-0076 VALLE DEL ORO Fracture multiple Lining 62 1333-0153 1333-0152 CHERAW DR Fracture multiple Lining 63 1333-0090 1333-0091 BARBACOA DR Fractures No action needed* 64 1297-0748 1297-0749 VIA CORSA Fracture multiple No action needed* 65 1294-0308 1294-0295 WOODLAWN CT Fractures No action needed* 66 1294-0232 1294-0233 JARANA CT Fracture multiple No action needed* 67 1294-0113 1294-0127 BARCOTTA DR No structural deficiencies No action needed* 68 1255-0009 1255-0010 AVE HALL Fracture multiple Lining 69 1298-0352 1298-0351 EASEMENT Fracture multiple Lining 70 1334-0023 1334-0022 BARBACOA DR Fracture multiple No action needed* 71 1333-0091 1333-0092 BARBACOA DR Fractures No action needed* 72 1333-0006 1333-0005 SEAVER CT Fractures No action needed* 73 1298-0260 1298-0262 8TH ST Fracture multiple No action needed* 74 1298-0294 1298-0293 SHADELAND DR Fracture multiple No action needed* 75 1297-0637 1297-0636 CHESTNUT ST Fracture multiple Lining "Structural deficiencies are categorized into groups of defects or obser.eations vdth a wide range of severity. Each of these deficiencies received additional post inspection revie-w and some of these '.,vere determined not likely to interfere ,vith the non7}al operation of the sewer line due to the severity, size; and/or location of the deficiency. These segments vvill be revie,,ved during the next cycle of CCTV inspections. Page 3 of 5 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1415A) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 76 1297-0570 1297-0569 ARCADIA ST Fracture multiple Lining 77 1295-0054 1295-0057 FESTIVIDAD DR Fractures No action needed* 78 1294-0307 1294-0294 DUXBURY PL Fractures No action needed* 79 1294-0224 1294-0225 VISTA DELGADO DR Fractures No action needed* 80 1256-0118 1256-0117 ANZA DR EASE Fracture multiple Lining 81 1256-0075 1256-0168 EASEMENT Fracture multiple No action needed* 82 1334-0067 1334-0068 LOS TIGRES DR Fractures No action needed* 83 1334-0048 1334-0049 ALCON DR Fractures No action needed* 84 1332-0102 1332-0103 SECO CYN RD No structural deficiencies No action needed* 85 1298-0221 1297-0467 VERMONT DR Fracture multiple No action needed* 86 1337-0014 1337-0013 SAN FERNANDO RD Fracture multiple No action needed* 87 1333-0127 1333-0128 GARZA DR Fracture multiple Lining 88 1294-0291 1294-0292 CUESPORT DR Fractures No action needed* 89 1256-0185 1256-0185 MAGIC MOUNTAIN PKWY Fracture multiple No action needed* 90 1298-0176 1298-0175 ARLEN DR Broken Point repair 91 1333-0089 1333-0090 BARBACOA DR Fracture multiple No action needed* 92 1298-0320 1298-0319 WHEELER DR Fracture multiple No action needed* 93 1298-0177 1298-0180 APPLE ST Fracture multiple No action needed* 94 1297-0848 1297-0847 RAILROAD AV Fracture multiple No action needed* 95 1297-0777 1297-0778 VIA SISTINE Fracture multiple No action needed* 96 1297-0686 1297-0685 VIA HISPANO Fracture multiple No action needed* 97 1297-0627 1297-0626 16TH ST Fractures No action needed* 98 1297-0554 1297-0553 WAYMAN ST Fractures; Broken No action needed* 99 1297-0490 1297-0489 EASEMENT Fractures No action needed* 100 1295-0244 1 1295-0245 LITTLE DR No structural deficiencies No action needed "Structural deficiencies are categorized into groups of defects or observations „4 ith a wide range of severity. 'Each of these deficiencies received additional post inspection reviev,, and some of these -,xere determined not likely to interfere with the normal operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments will be revie eed during the next cycle of CC-P.-' inspections. Page 4 of 5 ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF SANTA CLARITA (YOTV1415A) ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 101 1295-0282 1295-0288 DUNSMORE DR Fractures No action needed* 102 1295-0036 1295-0037 CUERVO DR Fracture multiple No action needed* 103 1294-0295 1294-0296 CUESPORT DR Fractures No action needed* 104 1294-0306 1294-0305 BINGHAM CT Fractures No action needed* 105 1294-0162 1294-0283 DECORO DR Fractures; Broken No action needed* 106 1294-0169 1294-0170 GUADILAMAR DR No structural deficiencies No action needed 107 1294-0080 1294-0081 POPLAR GLEN CR Fractures No action needed* 108 1294-0055 1294-0054 PAMPLICO DR Fracture multiple; Broken Point repair 109 1293-0044 1293-0047 SECO CYN RD Fracture multiple No action needed* 110 1293-0047 1293-0046 COPPER HILL DR Fracture multiple No action needed* 111 1256-0116 1256-0117 ANZA DR Fractures No action needed* 112 1256-0120 Trunk-2 ANZA DR Fractures No action needed* 113 1255-0006 1255-0007 AVE CROCKER Fracture multiple No action needed* 114 1294-0691 1295-0319 DICKASON DR Fracture multiple No action needed* 115 1337-0009 1337-0008 NEWHALL AVE Fractures No action needed* 116 1334-0038 1334-0016 ALAMOGORDO RD Fracture multiple No action needed* 117 1336-0123 1297-0609 SPRUCE ST Fractures No action needed* 118 1255-0237 1255-0236 EASEMENT Fracture multiple No action needed* 119 1512-0244 1512-0243 SHENANDOAH LN Broken No action needed* 120 1512-0246 1512-0203 ARCHES LN Fracture multiple No action needed* *Structural deficiencies ,are categorized into groups of detects or observations vAth a wide range of severity. Each of these deficiencies received additional post inspection review and some of these were determined not likely to interfere with the n0nn3'1 operation of the sewer line due to the severity, size, and/or location of the deficiency. These segments gill be reviev,;ed during the next cycle of CCT-V inspections. Page 5 of 5 1 7A 1-215 r. i 5 } r / i/� i¢ .'* . 183 92 �'7L,4 E' 84 Y it .�� T �'►~ 85 f 72 y 1e 90 8 �71 u.-t pr `86 3 187 k N-121 46 1=t ik. -1 .. _ �*, ki iE 77 i r'i-1255 � 11.38 221 ] _ ¢1V39/ T 1 5112: 114 � p• 220 E.2r1840 Yt 19& ( w +tip' 1+ 2 2, 21 1 1�1. 1�.. �. I W - o Mg _ 2AS 3 #�. 11, 228•, �24 .. fF. 33 •\ 227 2 °��1F F3' -6a •,''V42446 t �r, #' ID$ 22,62�3 _ 06 � N ZIP A 28 }'lam '! $ 2 807 31 }a Santa Clarrta 610 Nos 18 6 �� fogr � � 17 ♦•, �10 1 27 •4 • !! 37r1 20 1v- ♦- 1 126 �.91 19 16 15 5 • 2 3 125 �� 6 �4 1 12 7 - r, 8 1. 22 34� 3A Unincorporated — 14 0� °�2 17 N lea Is 3T� •.. ,x, 6� F / •�i A - - 49• N-1217 1 - I _ .'r 125E 53 f11 t.t i06 123 1 • 7 .202' 19a rLL1 gp 24d 21 4 ttp, i 41111,.• j-`'4154142rr?7.ifrr 7,a 2, 9r(48gIr "+���' leSfi' '7`i 21SE e 14a 5{a ofi ' D.19- !fie 1�6, all 9i+ 1¢ } 230 i,;y 70 67 167,1, 03 ,117 T4 ,951 ENCLOSURE: CCTV PROJECT YOTV1415J CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) ZA 0 670 1,340 2,010 2,t Feet Legend SMD Sanitary Sewers QSR 1: MINOR 2: MINOR TO MODERATE 3: MODERATE 4: SIGNIFICANT 5: MOST SIGNIFICANT SMD Manholes ® Other Manhole Type Standard 0 DROP Shallow Q Trap ® Siphon 0 SMD Pump Stations ® SMD Treatment Plants r Trunk Sewerlmes - - - Non SMD Sanitary Sewers • Non SMD Maintained MH O SMD Operations Maps CCTV Project Area map- b.nb, any sor Los A„peiea ty Save M ' bl. e Ang a Count xpra " W' N N ry h's rnup,0,p ftftinetl AIbsmapis pmtlucetl in wfiobor Ui.—p hTM1pyng Bms. 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"'�; {1_ .�gct* if �}_�y � - � - � "' *.a«„ C 'G• '�� r ter" � 4 ti �1 I 1 tr N-1257 fir`' $ i.�r ka ilk N,It a :ram �. ,,� i f ire ;''#�} r!. c• E � } ! . x.x•ae....r 6 yL`� � � s� re r,..w .4 R 71. � Vi oN-1297- a i N-1256 £ A , •' -13 ENCLOSURE: CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) 2�GE 5 C G P o a 0 680 1,360 2,040 2,7 Feet Legend SMD Sanitary Sewers QSR 1: MINOR 2: MINOR TO MODERATE 3: MODERATE —4: SIGNIFICANT 5: MOST SIGNIFICANT SMD Manholes ® Other Manhole Type Standard A DROP Shallow 0 Trap ® Siphon Q SMD Pump Stations ® SMD Treatment Plants Trunk Sewerllnes — — — Non SMD Sanitary Sewers • Non SMD Malntalned MH SMD Operations Maps OCCTV Project Area TM1amaa enrenEeE enN altM1 ns I y I re 9 Y -f xM1 N." " e Ein thim M6 diO1.1d bWWW Th' u 'Aln ,by 7M1m H., Map®. l Nphte nserve June 2018 s 109 �r� 163j12q 106�r 59 102 I Unincorporated ♦ 101 11510 1 P w ^ )62/ 0�15f15�154153,15 . �10 x.rA �3e�y�n° . •' " ", 94 ,g- 5 /%2 1�iaa r .I//J�,r 5 14 t'128A' )4r'136 1465 ••�__�- dx i u7i 150 5 92 i8 ' �`�j /♦ 130 iv4 1af.��13�33138 sti,.`a y�149 1114 ` 133. 137 48 ] N-1U3 xa v �� � Z 175 a � N-1332 fk-' 7 68 s 9 P 71 3 63621.66 �-�1 9 87 w } , 0 88,86 i 43 # t _ e�t „/ jo t657473- 193 Y5@1 q tt 194� �Q l59 723 - '75 43 ~ v57 7P "� '1-78 95 t Ap78,-76 1 ,4 5 196 f t73 6 ell 156 kt1 -y T 8 )72 J 3 8 % 8681 .4 y J S c y1. 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'gam � �. 128 165 4 3 61 609 72 r 845 334 f ,>3 519 2�5 - r 03 25�, 6334 �i/261 43T1302 1 y51 2?q 5 i89 90 g 92 93 1427 190 +GS �.-�-94 1 191 J W49`26 420'� 428 508 511517 4 ♦95 f,02 f3 56t310.2g2264 3di419 �14 269 4214K - 33 �}1$2 722 _ 167 f1 ■'16 `� 95 111111 � 3 168187. 19Q g, "ii9l b 60�55315/ 41 16270'� 271f,�a607�11P12��3 60�5 795 7. f312 1 415 267266247242 515 233 23 (2 �3 2 9� g� 9�� .! 11312� 16g t 1081a9 �i 117117 J r 91 958 g #13$ 01313 316 „y'2�77 501`5 ♦ i� f_ f9 7312 ^� ' i `Y 6r1 r 21-0 s_ 52. 30 He 2 R101103 �10f 1 112q 1791Y'' 7 1 4 4135 '17 ENCLOSURE: CCTV PROJECT YOTV1415J CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) a�GE S n f h 0 670 1,340 2,010 2 f Feet Legend SMD Sanitary Sewers QSR 1: MINOR 2: MINOR TO MODERATE — 3: MODERATE 4: SIGNIFICANT 5MOST SIGNIFICANT SMD Manholes © Other Manhole Type Standard DROP Shallow Q Trap ® Siphon 0 SMD Pump Stations SMD Treatment Plants Trunk Sewerhnes - - - Non SMD Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps CCTV Project Area Thism.pa"pbnEetl.nly pa ..i , . oa agna.m..—xnm be - " eny p Mis W,oN.rrp.h hom Ma Th.—. M P 41.l tlalaWae Fa map I antlrapr.—d n®r�nrm�..r�ga v--- mp June 2018 psa 0 31'R _ nz "ild N-1333 :a 74 28 27 a ` 24 31 �?Ir ; 41 23 �"`�� 32 22 21 65 2 2� 20,_i9I►X\ 116 , 3 411 1` e3 .. 50 48 4' li 55 5 q 8Lj� SS-� iS 176 88 � 75 N-1334 S8n19 Claflta Mom. tlw __ r ENCLOSURE: CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) y�oeassc L Mroass 0 340 680 1,020 1,: Feet Legend SMD Sanitary Sewers QSR 1: MINOR 2: MINOR TO MODERATE - 3: MODERATE 4: SIGNIFICANT 5: MOST SIGNIFICANT SMD Manholes ® Other Manhole Type o Standard n DROP Shallow Q Trap ® Siphon 0 SMD Pump Stations SMD Treatment Plants Trunk Sewerlmes — — — Non SMD Sanitary Sewers • Non SMD Maintained MH SMD Operations Maps CCTV Project Area This meP is inlantletl any for inlemal operegona of Ui Angles Count' expr-1ydstlaim aneylgablNy sany IneccureGas wfilN met' be present In phis uhaM artpatl b— W Tbomvs V.. 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Santa CI ita F � ENCLOSURE: CCTV PROJECT YOTV1415A CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) o,";d LeLli. es�ratl`€` 0 670 1340 2,013 2,1 Feet Legend SMD Sanitary Sewers QSR 1: MINOR —2: MINOR TO MODERATE 3: MODERATE 4: SIGNIFICANT 5- MOST SIGNIFICANT SMD Manholes 9 Other Manhole Type Standard DROP C Shallow 0 Trap ® Siphon Q SMD Pump Stations ® SMD Treatment Plants - - Trunk Sewerhnes - - - Non SMD Sanitary Sewers • Non SMD Mamtalned MH O SMD Operations Maps CCTV Project Area Thin map m 01 -d ony rot internal operotienr erthe yea Anaelec cp.arr sear M,Imea.au Inamda. my aap sooty de ab.14 e of eao.r �aima ontA b.o miz rmep��e�a unmineE In �iMa maple pmtluutl M vFde or pry horn tM1e TM1omas amz. Maps• tlipbal aMbeca. Ic mapb wpyM19M1ro4 B— a - ' a, by TM1omaz amz Map - June 2018 / 245 3w' R7 1 313 � f 240 247 239 248 238 219 tan N-1512 Santa Clarita r� a2a (224 �2s 234 2XI N-1513 Unincorpoelated ENCLOSURE: CCTV PROJECT YOTV141 SA CITY OF SANTA CLARITA QUICK STRUCTURAL RATING (QSR) rd, e e zoo 400 600 Feet Legend SMD Sanitary Sewers QSR 1: MINOR 2: MINOR TO MODERATE 3: MODERATE 4- SIGNIFICANT 5 MOST SIGNIFICANT SMD Manholes 9 Other Manhole Type Standard r, DROP Shallow 0 Trap ® Siphon Q SMD Pump Stations ® SMD Treatment Plants Trunk Sewerlines --- Non SMD Sanitary Sewers • Non SMD Maintained MH Q SMD Operations Maps CCTV Protect Area sA gelasnl— Sa, —nflh, e Anples .IyeVrz ' 4' Nati ry vl�de o M1e TAomes Bros. Mapsa ®had mep le wpynghted a. ep.d—d All ngM1uregiery tlmnrte,WThamas ams aap�. June 2018 APPENDIX F1 SMD'S CCTV WORK SCHEDULE AND SUMMARY OF CCTV'S PROJECTS IN SMD AREAS Condition Assessment Work Schedule Jurisdiction Fiscal Year Project Name Yard Sup Dist Length (Ft) # segments Agoura Hills 2019-2020 YOTV1920B N 3 282,334 1,303 Artesia 2020-2021 YOTV2021B C 4 164,488 702 Baldwin Park 2020-2021 YOTV2021B E 1 426,298 1,799 Baldwin Park 2021-2022 YOTV2122A E 1 121,577 527 Bell Gardens 2022-2023 YOTV2223A C 1 208,409 861 Bellflower 2020-2021 YOTV2021A C 4 409,525 1,677 Bellflower 2020-2021 YOTV2021B C 4 116,227 468 Bradbury 2021-2022 YOTV2122A E 5 10,731 44 Calabasas 2020-2021 YOTV2021B N 3 378,178 1,799 Carson 2026-2027 YOTV2627B S 2 466,914 1,949 Carson 2027-2028 YOTV2728B S 2 492,418 2,227 Commerce 2022-2023 YOTV2223A C 1 110,649 485 Commerce 2023-2024 YOTV2324A C 1 151,995 661 Cudahy 2022-2023 YOTV2223A C 1 74,557 277 Diamond Bar 2027-2028 YOTV2728B E 4 415,427 1,785 Diamond Bar 2028-2029 YOTV2829A E 4 422,501 1,844 Duarte 2021-2022 YOTV2122A E 5 233,341 1,020 Glendora 2019-2020 YOTV1920B E 5 435,739 1,828 Glendora 2020-2021 YOTV2021A E 5 309,013 1,286 Hawaiian Gardens 2020-2021 YOTV2021B C 4 81,392 336 Hidden Hills 2021-2022 YOTV2122B N 3 75,105 305 Industry 2026-2027 YOTV2627A E 1 108,462 441 Industry 2026-2027 YOTV2627B E 1 141,715 607 La Canada-Flintridge 2024-2025 YOTV2425B E 5 273,123 1,497 La Habra Heights 2022-2023 YOTV2223B E 4 11,305 55 La Mirada 2025-2026 YOTV2526B C 4 297,353 1,281 La Mirada 2026-2027 YOTV2627A C 4 337,464 1,488 Lakewood 2024-2025 YOTV2425A C 4 461,570 1,698 Lakewood 2025-2026 YOTV2526A C 4 417,736 1,700 Lawndale 2022-2023 YOTV2223A S 2 178,857 720 Lomita 2024-2025 YOTV2425A S 4 187,867 881 Malibu 2021-2022 YOTV2122B N 3 24,351 127 Palos Verdes Estates 2020-2021 YOTV2021A S 4 413,211 1,994 Paramount 2022-2023 YOTV2223B C 4 324,688 1,435 Pico Rivera 2019-2020 YOTV1920A C 1 414,941 1,808 Pico Rivera 2019-2020 YOTV1920B C 1 162,499 740 Rancho Palos Verdes 2023-2024 YOTV2324A S 4 487,004 2,303 Rancho Palos Verdes 2024-2025 YOTV2425A S 4 258,941 1,217 Rolling Hills 2024-2025 YOTV2425B S 4 2,883 17 Rolling Hills Estates 2024-2025 YOTV2425B S 4 170,201 806 Rosemead 2019-2020 YOTV1920A E 1 412,786 1,732 San Dimas 2025-2026 YOTV2526A E 5 385,421 1,728 San Dimas 2025-2026 YOTV2526B E 5 157,894 689 Santa Clarita 2022-2023 YOTV2223B N 5 145,989 763 Santa Clarita 2023-2024 YOTV2324B N 5 452,098 2,215 Santa Clarita 2024-2025 YOTV2425B N 5 451,689 1,994 Santa Clarita 2025-2026 YOTV2526B N 5 386,645 1,934 Santa Clarita 2026-2027 YOTV2627B N 5 441,757 1,989 Santa Clarita 2027-2028 YOTV2728A N 5 166,192 882 Santa Clarita 2027-2028 YOTV2728B N 5 388,579 1,569 Santa Fe Springs 2021-2022 YOTV2122A C 1 423,934 1,765 South El Monte 2026-2027 YOTV2627A E 1 191,620 767 Temple City 2023-2024 YOTV2324B E 5 382,266 1,680 Walnut 2026-2027 YOTV2627B E 5 101,406 422 Condition Assessment Work Schedule Jurisdiction Fiscal Year Project Name Yard Sup Dist Length (Ft) # segments Walnut 2027-2028 YOTV2728A E 5 409,187 1,829 Westlake Village 2019-2020 YOTV1920B N 3 169,786 789 Unincorporated Central Yard 2019-2020 YOTV1920B C 4 264,888 1,166 Unincorporated Central Yard 2020-2021 YOTV2021B C 4 5,632 23 Unincorporated Central Yard 2022-2023 YOTV2223B C 4 62,762 260 Unincorporated Central Yard 2023-2024 YOTV2324A C 1 322,625 1,267 Unincorporated Central Yard 2023-2024 YOTV2324B C 4 432,191 1,940 Unincorporated Central Yard 2025-2026 YOTV2526A C 4 16,652 62 Unincorporated Central Yard 2025-2026 YOTV2526B C 4 106,749 438 Unincorporated Central Yard 2026-2027 YOTV2627A C 4 66,246 263 Unincorporated Central Yard 2027-2028 YOTV2728A C 1 458,764 2,305 Unincorporated East Yard 2019-2020 YOTV1920A E 1 96,409 530 Unincorporated East Yard 2020-2021 YOTV2021A E 1 and 5 119,379 470 Unincorporated East Yard 2021-2022 YOTV2122A E 5 51,379 211 Unincorporated East Yard 2021-2022 YOTV2122B E 5 107,328 445 Unincorporated East Yard 2021-2022 YOTV2122B E 5 336,415 1,424 Unincorporated East Yard 2021-2022 YOTV2122B E 5 409,228 1,766 Unincorporated East Yard 2022-2023 YOTV2223A E 4 440,781 1,932 Unincorporated East Yard 2022-2023 YOTV2223B E 4 409,018 1,783 Unincorporated East Yard 2023-2024 YOTV2324A E 4 444,945 2,029 Unincorporated East Yard 2024-2025 YOTV2425A E 1 391,025 1,565 Unincorporated East Yard 2024-2025 YOTV2425B E 5 174,964 764 Unincorporated East Yard 2025-2026 YOTV2526A E 1 and 5 53,812 195 Unincorporated East Yard 2025-2026 YOTV2526B E 1 and 5 290,985 1,244 Unincorporated East Yard 2026-2027 YOTV2627A E 1 176,723 766 Unincorporated East Yard 2026-2027 YOTV2627B E 1 and 4 142,957 571 Unincorporated North Yard 2021-2022 YOTV2122B N 3 and 5 134,742 582 Unincorporated North Yard 2021-2022 YOTV2122B N 3 84,150 415 Unincorporated North Yard 2022-2023 YOTV2223B N 5 362,283 1,480 Unincorporated North Yard 2024-2025 YOTV2425B N 5 8,608 24 Unincorporated North Yard 2025-2026 YOTV2526B N 5 78,026 368 Unincorporated North Yard 2026-2027 YOTV2627B N 5 22,221 92 Unincorporated North Yard 2027-2028 YOTV2728A N 5 271,424 1,233 Unincorporated North Yard 2028-2029 YOTV2829A N 5 250,510 955 Unincorporated South Yard 2019-2020 YOTV1920A S 2 482,607 2,135 Unincorporated South Yard 2021-2022 YOTV2122A S 2 450,501 1,925 Unincorporated South Yard 2022-2023 YOTV2223A S 2 260,527 1,187 Unincorporated South Yard 2024-2025 YOTV2425B S 2 and 4 214,851 873 Unincorporated South Yard 2025-2026 YOTV2526A S 1 and 2 424,514 1,643 Unincorporated South Yard 2025-2026 YOTV2526A S 2 and 4 60,125 214 Unincorporated South Yard 2026-2027 YOTV2627A S 2 297,608 1,304 Unincorporated South Yard 2026-2027 YOTV2627A S 3 208,688 906 Unincorporated 4TSierra Madre Monrovia 0 FY 2021-2022 Duarte Glendora FY 2021-2022 Azusa 2 ,9-2020 Arcadia 0 - 022 F 2025-2026 F 2011-2022 La Verne Irwindale C F 020-202, F 2021-2022 FY 2020-2021 F 2025-2026 San Dimas FY 2023-2024 FY 2025-2026 2025-2026 Tem City F o 5- 026 p Y F 2025-2026 w Covina F 2025-2026 zo -zoz, FY 20�2026 Baldwin r 017< zo 9-zo2o El Monte o FY 2025-2026 FY 2021-2022 FY 2025-2026 �2024-2025 West Covina Pomona F 2026-2027 FY 202 -2027 FY 2024-2025 FY 20 9-2020 FY 2026-2027 F 2026-2027 Walnut 2027-2028 �72026-20F 2026-2027 F 20 6-2027 - 27 2026-2027 2019-2020 F 2026-20n. Diamond Bar FY 2022-2023 I n d U Stry Fv 2026-2o27 F 202--2023 F 2026-2027 FY 2026-2-2U27 FY 2027-2028 FY 2019-2020 U n i n co rpo rated - FY 2028-2028 F 2022-2023 Whittier FY 2023-2024 f, FY 2019-2020 p FY 2021-2022 FY 2022 �2023 CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W E q PUBLIC WORKS y Y VICB th0 S Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 © 2026-2027 - 2027-2028 2028-2029 Unincorporated F 2024-2025 FY 2024-2025 71 Burbank FY 2021-2022 Glendale Monrovia FY 2021 -2022 Pasadena F 2021-2022 Arcadia FY 201-2022 FY 2021-2022 San Marino F 2021-2022 FY 2021-2 22 FY 2023-2024 F 202 -2027 Los Angeles A Alhambra FY2020-2021 �/!/ El Monte 2019-2020 FY 2021-2022 Rosemead zo-a-2o25 -zozn Monterey Park F 20 9-2020 F 2026-2027 zoz FY 2026-2027 F 2029-2028 F 2019-2020 F 2026-2027 202-2027 Unincorporated FY 2023-2024 F 2026-2027 ,�2023-2024 2019-2020 Montebello F 2022-2023 F zo22-2023 F 2023-2024 FY F CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W + E q PUBLIC WORKS y se'Vice th0 S Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026-2027 - 2027-2028 2028-2029 Glendale Los Angeles Pasadena FY San Marino Alhambra Monterey Park 20,= F 202�7-2028 Unincorporated FY 2023-2024 Montebello 9 FY 2023-2024 Vernon Commerce F 2022-2023 Pico F 2-- Bell South Gate Lynwood -2022 Compton FY -2027 Downey Norwalk Monrovia Arcadia A ... FY 2023-2024 I El Monte Cerritos P Whittier FY 2023-2024 Irwindale FY Azusa `26 F4 2025-2026 jr ' Covina FY 2025-2026 FY 20�255=22002266 p FY 2025-2026 FY 2025-2026 West Covina FY 2023-2024 FY 2027-2028 FY 2026-2027 CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W E PUBLIC WORKS w Y S se'Vicet h0 Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026-2027 - 2027-2028 2028-2029 7 ElSegundo Redondo Beach Torrance FY 2020-2021 FY 2023-2024 Los Angeles Inglewood n Hawthorne Torrance 2025 FY 2024-2025 r 2024-2025 9 Vernon Bell FY 2023-2024 I South Gate Downey 2019-2020 Lynwood FY 2021-2022 F 2024-2025 Gardena F 202z 2023 Compton FY 2020-20 3 Paramount '.. FY 2024-2025 , Rollfln�nm n FY 2024-2025 V: Long Beach Long Beach n _ Whittier Norwalk I FY FY 2 FY 2021 Cerritos IY 2020-2021 FY 20_2-Sr 026 CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W E q PUBLIC WORKS y se'Vice th0 S Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026-2027 - 2027-2028 2028-2029 O FY 2026-2026 Los Angeles ElSegundo ElSegundo Manhattan Beach Hermosa Beach Redondo Beach Torrance Palos Verdes Estates Rancho Palos Verdes FY 2023-2024 Los Angeles Inglewood Hawthorne Bell South Gate Lynwood FY 2021-2022 Gardena Compton I Lolf 3 FY To rra n ce 2025 FY 2024-2025 2024-2025 FY 2024-2025 F 2024-2025 Long Beach Downey 2 Long Beach a 1 Q � FY FY CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W E q PUBLIC WORKS y sen��e tpz S Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026-2027 - 2027-2028 2028-2029 Unincorporated F 2022-2023 Y 20" 4-2025 F 202--2023 FY 2018-2019 F 2024-2025 FY 2024-2025 2022-2023 F2025-2026 FY 202--2027 FY 2023-2024 FY 2018-2019 FY 202 - -2027 Santa Clarita FY 2023-202,4 F 2025-2026 202 -2028 \/\� FY 2048:4027 F 2027-2028 FY 202 -2028 Los Angeles FY 2021-2022._ CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W E PUBLIC WORKS w Y S se'Vicet h0 Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026-2027 - 2027-2028 2028-2029 Unincorporated Malibu Malibu -"A _2022 2021 CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W + E q PUBLIC WORKS y � i Y Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 © 2026-2027 - 2027-2028 2028-2029 Unincorporated F 20Y� 2,� _ 8`-20 d CCTV PROJECT AREAS AS OF AUGUST 2018 N oy�GELES cOGy< W E q PUBLIC WORKS y se'Vice'T S Legend BY FISCAL YEAR 2018-2019 2019-2020 2020-2021 2021-2022 2022-2023 2023-2024 2024-2025 2025-2026 2026-2027 - 2027-2028 2028-2029 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 District provide 24-hour emergency services to investigate complaints from citizens. The 24-hour emergency telephone number is 1-800-675-HELP (4357) posted on City's website. 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 either the Department of Public Works' Operator or City's General Services yard facility who will contact SMD 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 is required to set up containment, stop the overflow, and ensure that the facility or area is cleaned up and returned to normal operation. The crew shall also document the overflow with photographs of the point of overflow, property damage, traffic control, containment method, and point of entry to storm drain system. At this time, crews identify the probable 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. The complainant of the overflow is informed of the cause of the problem and the remedial action taken. G1 4. Estimate and record duration and volume of the SSO. The spill start time is determined through: • Information obtained from the individual or entity that called in the incident; • Recorded time by dispatch; • Record obtain from a pump station or; • Interviewing neighbors or businesses near the spill The spill end time is established by the responding crew. Upon determination of the duration of the spill the volume of spill is determined by the crew employing any of the generally accepted methods or calculation by office engineers. 5. All sanitary sewer overflows are documented in SSO notification form (page G9) and reported to the County of Los Angeles Department of Public Health, California Office of Emergency Services (1,000 gallons or greater) within time frames specified in Section 6.1.1 of the SSMP, and the State Water Resources Control Board through CIWQS. 6. Department of Public Works, Stormwater Maintenance Division (SWMD), is notified of all overflows that discharge into the storm drain system or flood control channel. SWMD's role is to assist in tracing and capturing as much of the spill before it reaches waters of the United States. 7. Water Quality Monitoring Program Department of Public Works, Environmental Programs Division (EPD), is notified by the Department's Dispatch of all overflows 50,000 gallons or more that reach surface waters to initiate water quality monitoring. Pursuant to the State Water Resources Control Board Oder No.2013-058-EXEC, when an SSO is determined to be 50,000 gallons or more and reaches a surface water body, the responding Sewer Maintenance Districts' crew shall, by telephone, report the incident to the Department Dispatch, requesting that water quality monitoring be initiated. This is in addition to other SSO reporting requirements depicted in the flow chart shown on page G4 of this document. Upon receiving the call, Dispatch shall immediately notify EPD, requesting their services for water quality monitoring. Dispatch shall provide EPD of the SSO location, volume of the spill, surface water bodies affected, as well as the contact at Sewer Maintenance Division (SMD) handling this response. EPD shall within 48 hours of being notified, dispatch its personnel to the site, collect the required water samples, and send the samples to authorized laboratory for analysis. EPD and the Laboratory conducting the sample analysis shall comply with the requirements stipulated in Section D of the Order. Upon G2 receipt of the laboratory result, EPD shall transmit the results to SMD. SMD will report the results as required to the State Water Resources Control Board and maintain all records of the SSO event per Section E of the Order. 8. Complete the Overflow Summary Report after notification of the appropriate agencies specified in Section 6.1.2 of the SSMP. All field personnel are trained to be conversant with these procedures and to accurately report SSO events. G3 SSO Reporting Procedures Flow Chart DPW Radio Room receives SSO calls from the Public or Telemetry System Dispatch Nearest Superintendent or Supervisor Sewer Maintenance NO Ecall list crew investigation After-hours YES on Emergency y Crew Leader Standby crew investigates Stop SSO and notify appropriate agency for Clean-up and Reporting Is it SMD NO Crew Leader calls the NO Zf;alc facility? Radio Room Sewer Maintenance Crew Call Dept. Of Public Health YES Call RWQCB YES Call OES' Call FMD 2 Call EPD 3 Crew Leader 1 California Office of Emergency Services (OES) is notified when SSO greater than or equal to 1,000 gallons discharged to or potentially will be discharged to surface water. 2 Flood Maintenance Division (FMD) is only notified when the SSO has entered a storm drain. 3 Environmental Program Division (EPD) is only notified when SSO of 50,000 gallons or greater are spilled to surface water. Stops SSO Cleans up Prepares report Report to radio room (dispatch) Crew Leader Written Report to: RWQCB (upon request) SWRCB Web Page Senior Civil Engineer 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. G5 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 EXIT POINT Specify SSO exit points such as Manhole No., Clean -out, Flood -out, Pump force main, 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. G6 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 OVE RFLOWSUMMARYREPORTI NST G7 SERVICE FZEnUEST samcI of CCM=LAT.T _-.-.. ArDREES C-AILNSH EFHEE- _ TELER-CN? -_ wx-.jwr e-r -r K. --LAkT 'A r.,DV=-R=, CM: CALL RE -E:TLIFU _ CC -,Ea : r:l.T;r;x;" OW& Gf9PAT1.J-M 9- _ IRCILLBILE T E rhR�L /iO1A//L Tl►E RMFi1f lk I AT Iv Ya W L14 C T M% i RELIEVE: Si0SPWCE AMM*yj ;i L:WER W F �' -RE -..PE 1 <r,:- w r:I%ipja,M i I ..c,yl.:...1 rrA VE5: HD 2THEA via+ LE46ER REf:k-n. $U-'i: FVaAym E rsr AUENCY Tr : rcl Izw EX-ENSION DA7E T'. Q WARD MAP 5Fd3Er NCI. 1�c fi it Wcw DATE NOTIFICATION DATE: LOCATION LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS SEWER MAINTENANCE DIVISION (626) 300-3308 Notification of Sanitary Sewer Overflow (to be completed by Crew Leader or Electro-Mechanic responding) MMS No. Address Nearest Intersection Map No. Residential TYPE OF INCIDENT: City/County Commercial Manhole Overflow Pump Station Failure CREW LEADER/ELECTRO-MECHANIC RESPONDING Time spill start Verified by (name/contact) Time crew notified Time of arrival Call back Tel. No. Time stoppage relieved Time of departure DPW dispatcher notified? AGENCY NOTIFICATION LIST (Name) Industrial Other (Crew No.) Yes No CONTACT WITHIN 15 MINUTES of verification of overflow Operator Number Initial Follow-up Date Date Department of Public Health (DPH) (213) 974-1234 Time Time (24-hour reporting) CONTACT WITHIN 2 HOURS * Control Number Date Date California Office of Emergency Services (OES) (800) 852-7550 (24-hour reporting) Time Time Discharge of sewage spills reaching or which likely make Time Time its way into, any state waters is 1000 gallons or more. Stormwater Maintenance Division (SWMD) Date (Notify through Dispatch) Time Call Dispatch (626) 458-4357) to request assistance from SWMD when spills enter storm drain. Environmental Programs Division (EPD) Date (Notify through Dispatch) Time Call Dispatch to request assistance from EPD if SSO is 50, 000 gallons or more that reached surface water. I certify that the OES and Los Angeles County of Public Health have been notified as shown above, in accordance with State Water Board Order No. WQ 2013-0058-EXEC Certified by: Signed by Supervisor, Crew Leader, Electro-Mechanic, or Treatment Plant Operator Responding Date * If > 2 HRS, PROVIDE COMMENTS ❑ Poor Telephone Signal ❑ Caller Site Location Error ❑ Complication in SSO Containment ❑ Heavy Traffic ❑ Other (Specify) LOS ANGELES COUNTY 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 Time dispatch received complaint: Date: Mapsheet No. Where did failure occur? ❑ Main Line Spill appearance point(s) ❑ Force Main If manhole(s) provide No(s) ❑ Pump Station Est. Duration: ❑ House Lateral ❑ Other (Specify) Total estimated spill volume? How much recovered Out of the total estimated spill volume how much reached into...... Storm Drain Land Drainage channel that flows to a surface water body Discharge directly to surface water body Explanation of volume estimated methods used: Where did flow go? Overflowing from into Action taken: Suspected Cause: Health warning Did the spill result in a beach posted? ❑ Yes ❑ No closure? If YES, name of impacted beach(es). NAME DATE PART 3 - RECOMMENDATION Is this a repeated Incident? ❑ Yes ❑ No Recommended measures to prevent reoccurrence: Corrective Action PM No. NAME ADDITIONAL COMMENTS How much recovered How much recovered How much recovered How much recovered ❑ Yes ❑ No (to be completed by Supervisor or Electro-Mechanic Working Supv.) MMS No. DATE P:\WSPUB\GENERAL\OVERFLOWS.DOC Revised 5/9/18 Fill »4LlIQPAV :0►v� NOT USED APPENDIX N SANTA CLARITA MUNICIPAL CODE, TITLE 20 SANITARY SEWERS AND INDUSTRIAL WASTE Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 1 of 6 Division 2 Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Sections: 15.20.010 Adoption of County Ordinance. 15.20.015 Repealed. 15.20.020 Plan Review and Fees for Storm Water Monitoring and Treatment. 15.20.030 Deposit of Certain Substances Prohibited. 15.20.040 Fees. 15.20.050 Penalties. 15.20.060— Repealed. 15.20.360 15.20.010 Adoption of County Ordinance. A. There is adopted, except as otherwise provided, by reference, as a sanitary sewer and industrial waste ordinance of the City of Santa Clarita, except as it is hereinafter amended, Los Angeles County Code, Title 20, Utilities, Division 2, Sanitary Sewers and Industrial Waste, as amended. B. Three (3) copies of the Los Angeles County Code, Title 20, Utilities, Division 2, have been deposited with the City Clerk and shall be at all times maintained by the City Clerk for use and examination by the public. C. Los Angeles County Code, Title 20, Utilities, Division 2, Sanitary Sewers and Industrial Waste, adopted by this chapter as the sanitary sewer and industrial waste code of the City, are amended to read as set forth in the sections below. (Ord. 90-18, 7/24/90; Ord. 09-8 § 1, 6/9/09) 15.20.015 Act. ..................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.020 Plan Review and Fees for Storm Water Monitoring and Treatment. ....................................................................................................................................................................................................................................................................................... Section 20.28.260, Classes of businesses, processes and industries for plan review and inspection fee, is amended to read as follows: Plan review and inspection fees for the categories listed below shall be fixed and established from time to time by City Council resolution: Storm Water Monitoring. Storm Water Treatment BMP Approval/Monitoring. (Ord. 90-18, 7/24/90; Ord. 09-8 § 1, 6/9/09) 15.20.030 Deposit of Certain Substances Prohibited. .................................................................................................................................................................................. CSC SSMP REV. 7/2014 Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 2 of 6 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 glob, 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 serve 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 interference. Storm water runoff shall be discharged into a sanitary sewer. (Ord. 09-8 § 1, 6/9/09) 15.20.040 Fees. Except for those services identified in Section 15.20.020, the City shall collect a five (5) percent administrative fee in addition to the fees charged pursuant to Los Angeles County Code, Title 20, Utilities, Division 2, Sanitary Sewers and Industrial Waste, as amended. (Ord. 90-18, 7/24/90; Ord. 09-8 § 1, 6/9/09) 15.20.050 Penalties. A. Every person violating any provision of this chapter or any condition or limitation of permit issued pursuant thereto is guilty of a misdemeanor, and upon conviction is punishable by fine not exceeding one thousand dollars ($1,000.00) or by imprisonment in the County jail for a period not exceeding six (6) months, or by both such fine and imprisonment. B. Each day during which any violation described in this Division 2 as willful continues shall constitute a separate offense punishable as provided by this chapter. (Ord. 90-18, 7/24/90; Ord. 09-8 § 1, 6/9/09) 15.20.060 Dairywastes. ................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.065 Director. ................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.070 Domestic Sewage. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.080 Effluent. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.090 Septic Tank Effluent. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) CSC SSMP REV. 7/2014 Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 3 of 6 15.20.095 EPA. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.100 Frontage. ........................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.110 House Lateral. ................................................................................................................................................................................................................................................................______.___. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.115 Indirect Discharge. .................................................................................................................................................................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.120 Industrial Building. ............ ....................... .................................................................. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.130 Industrial Connection Sewer. .................................................................................................................................................................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.135 Industrial User. .................................................................................................................................................................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.140 Industrial Waste. .................................................................................................................................................................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.150 Industrial Waste Treatment Facility. .......................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.160 Inspector. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.170 Interceptor. ........................................................................___ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.175 Interference. ..................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.177 National Categorical Pretreatment Standard. .............................................................................................................................................................................................................................................................................. . Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.180 Licensed Contractor. ................................................................................................................................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) CSC SSMP REV. 7/2014 Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 4 of 6 15.20.190 Lot. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.200 Main -line Sewer. ............................................................................................. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.204 New Source. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.205 NPDES Permit. ................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.206 Off -site Disposal. ............ ..................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.208 On -site Disposal. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.209 Pass Through. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.210 Permittee. ............................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.220 Pollution of Underground or Surface Waters. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.222 Pollution of Underground or Surface Waters. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.224 Publicly Owned Treatment Works. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.226 Pretreatment. ..................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.230 Public Sewer. .......................................................................................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.240 Radioactive Material. .............................................................................................................................................................................................................................. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) CSC SSMP REV. 7/2014 Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 5 of 6 15.20.250 Rainwater Diversion System. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.260 Saddle. ............................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.270 Seepage Pit. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.280 Septic Tank. .........................................................................................................................................................................................................................................................................___________. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.290 Sewage. ............................................................................................................................................................................................................. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90.) 15.20.295 Sewer Disposal. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.300 Sewage Pumping ................................................................................................................................................................................................................................................................................................ Plant. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.310 STEP System. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.312 Standard Industrial Classification. ................................................................................................................................................................................................................................................................................................ Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.320 Tapping. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.330 T. ............................................. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.332 Trunk Sewer. ..................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.335 Uncontrolled Discharge. ....................................................................................................................................................................................................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.340 Waste Disposal Facility. .............................................................................................................................................................................................................................. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) CSC SSMP REV. 7/2014 Chapter 15.20 SANITARY SEWERS AND INDUSTRIAL WASTE Page 6 of 6 15.20.350 Water Pollution Control Plant. Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) 15.20.360 Y. ........................................... Repealed by Ord. 09-8. (Ord. 90-18, 7/24/90) The Santa Clarita Municipal Code is current through Ordinance 14-5, passed June 24, 2014. 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. rn v CSC SSMP REV. 7/2014 APPENDIX O CITY OF SANTA CLARITA RESOLUTION NO. 88-142 AND RESOLUTION NO. 89-16 RESOLUTION NO. 88-142 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA, CALIFORNIA, GRANTING CONSENT AND JURISDICTION TO THE COUNTY OF LOS ANGELES AND FOR THE INCLUSION OF A PORTION OF THE CITY OF SANTA CLARITA WITHIN A COUNTY SEWER MAINTENANCE DISTRICT WHEREAS, portions of the City of Santa Clarita are already included in a County sewer maintenance district; and WHEREAS, additional sewers have been or are scheduled to be constructed within the City; and WHEREAS, currently the City does not have the forces nor the equipment necessary to maintain sanitary sewers; and WHEREAS, it appears in the public interest and convenience that all areas served by sanitary sewers in the City of Santa Clarita be included in a County sewer maintenance district. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Clarita as follows: SECTION 1. That the public interest and convenience require all terri ory served by sanitary sewers within the boundaries of the City of Santa Clarita be included in a County sewer maintenance district formed for the purpose of maintaining local sanitary sewers pursuant to Chapter 41 Part 3, Division 5 of the ?health and Safety Code, as amended, or Chapter 25, Part 3, Division 7 of the Streets and Highways Code, as amended, of the State of California. SECTION 2. That pursuant to the authority vested to it by Section 4895 of said Health and Safety Code, or Section 5837 of said Streets and Highways Code, the City Council, being the legislative body of the City cf Santa Clarita, hereby consents to the inclusion of that City �erritory designated in Exhibit "A" attached hare;-.o and incorporated her,ein,_by,_,reference,witnin a county sewe district, and to the exercise of exclusive jurisdiction by the Board of Supervisors of said County of Los Angeles over all proceedings necessary thereto for the purpose of consummating the same pursuant to applicable Laws. ***FND*** CSC SSMP REV.05/2014 TBi�!j RES1388 SECTION 3. The City Clerk shall certify the adoption of this Resalu ion, and shall deliver three (3) certified copies thereof to the Clerk of the Board of Supervisors of the County of Los Angeles. PASSED, APPROVED AND ADOPTED this 27th day of October , 19 88 , MAYOR AT'T E'" r;r L l I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the City Council of the City of Santa Clarita, at a regular meeting thereof, held on the 27th day of October 19 88 , by the follow wing vote of the Council: AYES: COUNCILMEMBERS Boyer, Darcy, Heidt, Koontz, McKeon NOES; COUNCILMEMBERS None ABSZNT: COUNCILMEMBERS None -� CITY CLERK --- We ***END*** CSC SSMP REV.05/2014 RESOLUTION NO. 89-16 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA, CALIFORNIA GRANTING CONSENT AND JURISDICTION TO THE COUNTY OF LOS ANGELES AND FOR THE INCLUSION OF CERTAIN TERRITORY OF THE CITY OF SANTA CLARITA WITHIN A COUNTY SEWER MAINTENANCE DISTRICT. WHEREAS, portions of the City of Santa Clarita are already included in a County sewer maintenance district; and WHEREAS, additional sewers have been or are scheduled to be constructed within the City; and WHEREAS, currently the City does not have the forces nor the equipment necessary to maintain sanitary sewers; and WHEREAS, it appears in the public interest and convenience that all areas served by sanitary sewers in the City of Santa Clarita be included in a County sewer maintenance district. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Clarita as follows: SECTION 1. That the public interest and convenience require all territory served by sanitary sewers within the boundaries of the City of Santa Clarita be included in a County sewer maintenance district formed for the purpose of maintaining local sanitary sewers pursuant to Chapter 4, Part 3, Division 5 of the Health and Safety Code, as amended, or Chapter 26, Part 3, Division 7 of the Streets and Highways Code, as amended, of the State of California. SECTION 2. That pursuant to the authority vested in it by Section 4895 of said Health and Safety Code, or Section 5837 of said streets and Highways Code, the City Council, being the legislative body of the City of Santa Clarita, hereby consents to the inclusion of any of said territory within a County sewer maintenance district as soon as said city territory is served by sewers, or is assured of having sewer service in the near future, and to the exercise of exclusive jurisdiction by the Board of Supervisors of said County of Los Angeles over all proceedings necessary thereto for the purpose of consummating the same pursuant to applicable laws. CSC SSMP REV.05/2014 Resolution No. 89-16 Page 2 SECTION 3. That said consent and jurisdiction granted to the Board of Supervisors as set forth in Section 2 of this Resolution shall not be construed to request, require or permit the immediate inclusion of all territory within the City of Santa Clarita in a County sewer maintenance district, but only to request or permit the immediate inclusion of areas that are now served by sewers, or that are assured of having sewer service in the near future. Additional served areas may be included in a sewer maintenance district by annexation proceedings from time to time without securing further consent and grant of jurisdiction from this Council. SECTION 4. The City Clerk shall certify the adoption of this Resolution, and shall deliver three (3) certified copies thereof to the Clerk of the Board of Supervisors of the County of Los Angeles. PASSED, APPROVED AND ADOPTED this 14th day of February , 19 89 MAYOR ATTES ERK I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the City Council of the City of Santa Clarita, at a regular meeting thereof, held on the 14th day of February , 19 89 , by the following vote of Council: AYES: COUNCILMEMBERS Boyer, Darcy, Koontz, McKeon, Heidt NOES: COUNCILMEMBERS None ABSENT: COUNCILMEMBERS None 4 /-X I/" 'X4 - 2 - /_1»=1LlIQPAVI� SSMP RECERITIFICATION CITY OF SANTA CLARITA AGENDA REPORT CONSENT CALENDAR CITY MANAGER APPROVAL: DATE: SUBJECT: DEPARTMENT PRESENTER: March 24, 201 Agenda Item• 2 UPDATED SSMP TO BE ADOPTED SUMMER OF 2025 SEWER -SYSTEM MANAGEMENT PLAN (SSMP) - STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS Public Works Travis Lange RECOMMENDED ACTION City Council: 1. Approve the proposed updated Sewer System Management Plan. 2. Authorize the City Manager or designee to make future operational changes, as needed, that do not have a financial impact to comply with Waste Discharge Requirements. BACKGROUND On May 2, 2006, the California State Water Resources Control Board adopted statewide Waste Discharge Requirements (WDRs) for Sanitary Sewer Systems (Order No. 2006-0003). These WDRs are the regulatory mechanism for agencies throughout the state 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 goal of the WDRs is to reduce the frequency and volume of sanitary sewer overflows by requiring agencies to properly operate, maintain, and manage their wastewater collection system. Per the requirements of the WDRs, agencies that own a sewer system must develop and implement a system -specific Sewer System Management Plan (SSMP). The SSMP memorializes management and operational practices for the agency's sanitary sewer system to prevent or significantly reduce the occurrence of sanitary sewer overflows. Major causes of sewer overflows include grease blockages, root blockages, debris blockages, structure failures, vandalism, and system age. "ROWED d Page 1 fs Packet fig. 21. The City of Santa Clarita (City) utilizes the services of Los Angeles County (County) Department of Public Works Consolidated Sewer Maintenance District for the maintenance and operation of our sewer system. As such; the City's SSMP is a summary of the County's SSMP with modifications specific to our City. Sanitary sewer overflows often contain high levels of pathogenic organisms, suspended solids, and nutrients that would exceed water quality standards. Although proper maintenance of the sewer system is critical to prevent sewer overflows and maintaining water quality from our storm drain system, it is not directly a part of a Total Maximum Daily Load or the City's Stormwater Permit. The SSMP ensures proper maintenance and standardizes reporting of sewer overflows throughout the state. There are no new policies as a result of this plan. The SSMP consists of the following elements. 1. Goals 2. Organization 3. Legal Authority 4. Operation and Maintenance Program S. 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 The City Council originally approved the Santa Clarita SSMP on May 26, 2009. City Council is being asked to re -certify the SSMP document to remain in compliance with the terms of the WDRs. City and County staff have made minor updates to the original SSMP, which include the addition of spreadsheets, revised contact information, and a schedule to video record sections of sewer pipes. Per the requirements of the WDRs, the City Manager or designee may approve minor administrative changes such as those listed in the cover sheet in the attached SSMP that do not have a financial impact with periodic recertification by City Council_ ALTERNATIVE ACTION Other action as determined by City Council. FISCAL IMPACT There is no fiscal impact with this action. ATTACHMENTS Sanitary Sewer Management Plan 2014 (available in the City Clerk's Reading File) Page 2 Packet Pg. 22