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RPVCCA_CC_SR_2015_04_07_05_RPV_&_Ab_Cove_Sewer_System_Mgmt_PlansCrFy OFRAf ICHO PALOS VERDES MEMORANDUM TO: HONORABLE MAYOR &CITY COUNCIL MEMBERS FROM: MICHAEL THRONE, DIRECTOR OF PUBLIC WORKS G{6 DATE: APRIL 7, 2015 SUBJECT: ADOPTION OF THE CITY OF RANCHO PALOS VERDES SEWER SYSTEM MANAGEMENT PLAN AND ADOPTION OF THE ABALONE COVE SEWER SYSTEM MANAGEMENT PLAN REVIEWED: DOUG WILLMORE, CITY MANAGER Project Manager: Ron Dragoo, Principal Engineer RECOMMENDATIONS 1. Adopt Resolution No. 2015- , a Resolution of the Council of the City of Rancho Palos Verdes adopting the City of Rancho Palos Verdes Sewer System Management Plan. 2. Adopt Resolution No. 2015- , a Resolution of the Council of the City of Rancho Palos Verdes adopting the Abalone Cove Sewer System Management Plan. BACKGROUND Overview On May 2, 2006, the State Water Resources Control Board (SWRCB) adopted statewide General Waste Discharge Requirements (GWDR) for publicly owned sanitary sewer systems. The GWDR requires agencies that own or operate a sanitary sewer system comprised of one mile or more to develop and implement a Sewer System Management Plan (SSMP) that documents a comprehensive program for sewer system operation, maintenance and repair. As the owner of a collection system meeting this requirement, the City must institute programs to properly manage, operate and maintain all parts of its wastewater collection system in order to reduce and prevent sanitary sewer overflows (SSOs). Page 1 of 4 Discussion SSOs are all wastewater flows that escape the pipe and may be of domestic, industrial and/or commercial wastewater. SSOs contain high levels of suspended solids, toxic pollutants, pathogenic organisms, oils and grease and other pollutants. SSOs are a public nuisance, and health hazard, particularly when raw untreated wastewater is discharge to areas with high public exposure or sensitive ecological environments. Throughout the state, agencies report sewer overflows that result in the discharge of untreated wastewater. The majority of these overflows are caused by peak flows that exceed system capacity, blockages caused by excess grease, root blockage, vandalism, sewer system age, construction material failures and mechanical problems. Because of the health and environmental risks, the state has adopted zero tolerance regulations for SSOs. Agencies must therefore work toward preventing SSOs by implementing a comprehensive set of measures that demonstrate a proactive approach to system wide operation, maintenance, and management plans. This includes the development of the SSMP. The majority of the City's sewage collection system is maintained by the Consolidated Sewer Maintenance District of Los Angeles County. Day-to-day operations and associated expenses of the system are borne by the County which collects an annual fee from each parcel served by the collection system. The City of Rancho Palos Verdes SSMP was prepared on behalf of the City by the County and includes their system operation, maintenance and management plans and is included herein for recertification. The Abalone Cove Landslide Abatement District has a collection system separate from the County -maintained system and it is required to have an SSMP that is managed by the City. The Abalone Cove SSMP has been prepared to bring the City in compliance with federal and state law. As discussed above, agencies are required to implement a comprehensive set of measures that demonstrate a proactive approach to managing an agencies sewer system. Areas of Rancho Palos Verdes that use private septic systems are not served by the City or the County and are not included in an SSMP. ANALYSIS The Abalone Cove SSMP and the City of Rancho Palos Verdes SSMP compile the City's existing and planned programs and the County's plans to provide proper and efficient management, operation, and maintenance of the City's sanitary sewer systems, including spill response plans to ensure a standard and effective response to SSOs. Both plans have eleven sections described below. 1. Goals: Each SSMP includes goals in order to reduce and prevent sanitary sewer overflows and mitigate any overflows that may occur. 2. Organization: This section identifies the responsible City representatives for implementing specific measures in the SSMP including the chain of communication for reporting sanitary sewer overflows. 2 3. Legal Authority: This section describes the authority the City has to implement the provisions of the SSMP from the Municipal Code. 4. Operations and Maintenance: This section summarizes the City's preventive and area maintenance programs, maintenance equipment, replacement part inventories and ongoing training required for the wastewater collection personnel. 5. Design and Performance Provisions: This section describes the City's standards for installation, rehabilitation and repair of the collection system and inspection and testing requirements for new and rehabilitated facilities. 6. Overflow Emergency Response Plan: This section describes procedures and measures on how wastewater collection personnel respond to overflow emergencies. 7. Fats, Oils and Grease Control Program: This section describes the City's FOG program including requirements for grease removal devices and efforts to educated food service establishments on the disposal of fats, oils and grease. 8. System Evaluation and Capacity Assurance Program: This section describes past and planned efforts related to capacity assessment and enhancement, and identifies future wastewater collection system capital projects. 9. Monitoring, Measurement, and Plan Modifications: This section describes how the City will monitor and measure its performance through the implementation of the plan and make necessary modifications to improve the management of the City's collection system. 10. Program Audits: This section outlines the process that the City will follow to evaluate the effectiveness of the SSMP to identify updates that may be needed for a more effective program. 11. Communication Program: This section describes how the City will communicate on the performance of the SSMP. Development of both the Abalone Cove SSMP and the City of Rancho Palos Verdes SSMP were performed to ensure an accurate, comprehensive documents that not only meet state regulations, but served as useful guides that will complement existing procedures and policies for the ongoing maintenance and operation of the City's wastewater collection system. Most of the sanitary sewer programs required by the discharge requirements already exist within the City; however, the Public Works Department in preparing the Abalone Cove SSMP has developed programs for certification in accordance with the requirements. The County has modified the City of Rancho Palos Verdes SSMP in accordance with their program and provided a copy for adoption/recertification. The regulations also include a provision that the agency's governing body approve, by resolution (Attachment A), the City of Rancho Palos Verdes SSMP (Attachment B) and approve by resolution (Attachment C), the Abalone Cove SSMP (Attachment D). CONCLUSION Adopting staff's recommendations will satisfy the statutory requirements of adopting the Sewer System Management Plan. 3 FISCAL IMPACT The adoption of these SSMP will cause no direct impact to the City at this time. However, as the metrics of the Abalone Cove SSMP are refined over time, capital improvement and replacement costs will need to be funded. Additional future costs will include staff time reviewing and updating the SSMP when appropriate. Attachments A. Resolution (Page 5) B. Rancho Palos Verdes Sewer System Management Plan (Page 8) C. Resolution (Page 246) D. Abalone Cove Sewer System Management Plan (Page 249) 12 Attachment A 0 RESOLUTION NO. 2015- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO PALOS VERDES ADOPTING THE CITY OF RANCHO PALOS VERDES SEWER SYSTEM MANAGEMENT PLAN THE CITY COUNCIL OF THE CITY OF RANCHO PALOS VERDES HEREBY FINDS, DETERMINES, ORDERS AND RESOLVES AS FOLLOWS: WHEREAS, the State Water Resources Control Board (SWRCB) adopted Statewide General Waste Discharge Requirements (GWDR) for publicly owned sanitary sewer systems requiring the development and implementation of a system -specific local Sewer System Management Plan with eleven separate elements that documents a comprehensive program for sewer system operation, maintenance and repair; and WHEREAS, the City of Rancho Palos Verdes finds that the City of Rancho Palos Verdes Sewer System Management Plan has been completed by the Consolidated Sewer Maintenance District of the County of Los Angeles on behalf of the City; and WHEREAS, the City of Rancho Palos Verdes Sewer System Management Plan has been in effect for five years and is required to be periodically reviewed at least once every five years, and the City shall make any amendments or changes to its Plan; and NOW, THEREFORE, BE IT RESOLVED that the City of Rancho Palos Verdes City Council hereby: Approves the City of Rancho Palos Verdes Sewer System Management Plan in accordance with State Water Resources Control Board Order No. 2006 -0003 - Statewide General Discharge Requirements (GWDR) for Sanitary Sewer Systems. 2. Authorizes the Director of Public Works to certify the completion of the SSMP to the State Water Resources Control Board. PASSED, APPROVED AND ADOPTED this day of , 2015. ATTEST: City Clerk Mayor R6876-0001\1 128465vl.doc 6 State of California ) County of Los Angeles ) ss City of Rancho Palos Verdes ) I, CARLA MORREALE, City Clerk of the City of Rancho Palos Verdes, hereby certify that the above Resolution No. 2015- was duly and regularly passed and adopted by the said City Council at a regular meeting thereof held on , 2015. City Clerk Resolution No. 2015- R6876-0001\1128465v1.doc -2- 7 Attachment B Verdes rSewer temanagementPlan TABLE OF CONTENTS INTRODUCTION....................................................................................................... 1 CHAPTER 1 — GOALS AND ACTIONS 1.1 Goals.................................................................. 1.2 Actions............................................................................................ 2 CHAPTER 2 — DESCRIPTION OF THE ORGANIZATION 2.1 Management................................................................................... 4 2.2 Authorized Representative.............................................................. 4 2.3 Organization Chart and Responsibilities ......................................... 5 2.3.1a City of Rancho Palos Verdes Organization Chart for Sanitary Sewer System Management ................................ 6 2.3.1 b Sewer Maintenance Districts Organization Chart .............. 7 2.3.1c Names and Telephone Numbers from the Organization Chart.................................................................................. 8 2.3.2 Description of Responsibilities ........................................... 11 2.3.3 City of Rancho Palos Verdes Divisions/Departments and OtherAgencies.................................................................. 12 2.3.4 Chain of Communication for Sanitary Sewer Overflow Reporting........................................................................... 13 2.3.4a Sanitary Sewer Overflow Reporting Procedures Flow Chart.................................................................................. 14 2.3.5 Contact Directory for Sanitary Sewer Overflow Responding and Reporting ................................................ 15 CHAPTER 3 — LEGAL AUTHORITY 3.1 Legal Authority................................................................................ 16 3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary Sewer System ..................................................... 16 3.1.2 Legal Authority to Require that Sewers and Connections be Properly Designed and Constructed ............................. 17 3.1.3 Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs........................................................ 17 3.1.4 Legal Authority Limiting the Discharge of Fat, Oil, and Grease and other Debris that May Cause Blockage.......... 18 3.1.5 Legal Authority to Enforce Any Violation of Sewer Ordinances........................................................................ 18 i Cityof RanchoPalos Verdes 10 rya CHAPTER 4 — OPERATION AND MAINTENANCE PROGRAM 24 4.1 Preventive Maintenance Program ................................................... 19 6. 1.1 a 4.1.1 Sewer Line and Manhole Inspection .................................. 19 6. 1.1 b 4.1.2 Gas Trap Manholes and Siphons ...................................... 19 6.1.2 4.1.3 Drop Manholes .................................................................. 20 4.1.4 Sewer Line Cleaning .......................................................... 20 4.1.5 Vermin and Rodent Control ............................................... 20 6.1.3 4.1.6 Sewage Pump Stations ..................................................... 20 4.1.7 Work Schedules ................................................................ 20 6.1.4 4.1.8 City of Rancho Palos Verdes Sewer Mapping System ...... 20 4.2 Rehabilitation and Replacement Plan ............................................. 21 4.2.1 Accumulative Capital Outlay Program of the Consolidated 28 Sewer Maintenance District .............................................. 21 4.2.2 Condition Assessment Program ........................................ 21 4.3 Equipment Maintenance and Replacement Policy .......................... 22 4.4 Training for Field Operations Personnel and Contractors ............... 22 CHAPTER 5 — DESIGN AND PERFORMANCE PROVISIONS 5.1 Design and Construction Standards and Specifications .................. 23 5.2 Procedures and Standards for Inspection and Testing of New and Rehabilitated Collection Sewer Facilities ........................................ 23 CHAPTER 6 — OVERFLOW EMERGENCY RESPONSE PLAN 6.1 Overflow Response Procedure ....................................................... 24 6.1.1 Regulatory Agencies Notification and Time Frame............ 25 6. 1.1 a Regulatory Agencies Notification and Time Frame Table.. 26 6. 1.1 b Agency Telephone/Fax Numbers ...................................... 27 6.1.2 Procedure to Ensure that Staff and Contractors are Aware and Appropriately Trained to Follow the Emergency Response Plan ............................................... 28 6.1.3 Procedure to Address Emergency Operations such as Crowd Control and Other Necessary Response Activities. 28 6.1.4 Program to Eliminate or Minimize the Discharge of Sanitary Sewer Overflows into Waters of the United States................................................................................ 28 ----T HCity �of Ra'ncho�Palos �Verdies��— Sewer System Management Plan CHAPTER 7 — FAT, OIL, AND GREASE CONTROL PROGRAM 7.1 Public Education Outreach Program ............................................... 29 7.2 Disposal Methods for Fat, Oil, and Grease Generated within the City of Rancho Palos Verdes' Sanitary Sewer System ................... 29 7.3 Legal Authority to Prohibit Discharges to the System and Identify Measures to Prevent Sanitary Sewer Overflows and Blockages Caused by Fat, Oil, and Grease ...................................................... 29 7.4 Requirement to Install Grease Removal Devices, Design Standards for Grease Removal Devices, Maintenance Requirements, Best Management Practices Requirements, Recordkeeping, and Reporting Requirements ................................ 29 7.5 Authority to Inspect Grease -Producing Facilities, Enforcement Authorities, and Evidence of Adequate Staffing to Inspect and Enforce the Fat, Oil, and Grease Ordinance ................................... 30 7.6 Cleaning Schedule for Identified Fat, Oil, and Grease -Prone SewerSegments............................................................................. 30 CHAPTER 8 — SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN 8.1 System Evaluation and Capacity Assurance Plan .......................... 31 8.2 Adequate Capacity and Correct Design .......................................... 31 8.3 Capacity Enhancement Plan........................................................... 31 CHAPTER 9 — MONITORING, MEASUREMENT, AND MODIFICATION PROGRAM 9.1 Monitoring....................................................................................... 33 9.2 Sewer System Management Plan Program Effectiveness Evaluation....................................................................................... 33 9.3 Program Modification...................................................................... 33 9.4 Sanitary Sewer Overflow Location Mapping and Trends ................ 33 CHAPTER 10 — SEWER SYSTEM MANAGEMENT PLAN PROGRAM AUDIT AND CERTIFICATION 10.1 Sewer System Management Plan Program Audit ........................... 34 10.2 Sewer System Management Plan Certification ............................... 34 10.3 Sewer System Management Plan Modification and Recertification 34 CHAPTER 11 — COMMUNICATION AND SEWER SYSTEM MANAGEMENT PLAN AVAILABILITY 11.1 Communication............................................................................... 35 11.2 Sewer System Management Plan Availability ................................. 35 iii of City Rancho Palos Verdes 2 IqSewer System Management L Plan CHAPTER 12 — CONSOLIDATED SEWER MAINTENANCE DISTRICT AND CITY OF RANCHO PALOS VERDES RESPONSIBILITIES UNDER THE STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS 12.1 Consolidated Sewer Maintenance District vs City of Rancho Palos Verdes Responsibilities ....... ........... ............................................. - 36 12.2 County of Los Angeles Department of Public Works Sewer - Related Services to the 36 Consolidated Sewer Maintenance DistrictCities ...................... ...................... ..................................... 37 12.3 Roles of the Consolidated Sewer Maintenance District and Cities under the Statewide General Waste Discharge Requirements ....... 38 Rancho �Palo`sver� iv City 7of R 13 \f "Sewer 31,stem Appendix A Waste Discharge Requirements Appendix B Location Map of Sewer Maintenance Districts Yards and Pump Stations Appendix C Inventory of Sewer Maintenance Districts Equipment Appendix D Inventory of City of Rancho Palos Verdes Collection Facilities Appendix E Condition Assessment Work Schedule Appendix F Industrial Waste Contract with the County Appendix G Sewer Maintenance Productivity Report Appendix H Sanitary Sewer Overflow Location Map vT City of Rancho Palos Verdes 14 Sewer Syste Management . sr , LACDPW ABBREVIATIONS/ACRONYMS ACO Accumulative Capital Outlay Program CADD Computer Aided Design and Drafting CPC California Plumbing Code CIWQS California Integrated Water Quality System CCTV Closed -Circuit Television CMCs City Municipal Codes CSMD Consolidated Sewer Maintenance District FOG Fat, Oil, and Grease GIS Geographic Information System 1/1 Infiltration Inflow LACDPW County of Los Angeles Department of Public Works LACO TITLE 20 Los Angeles County Code Title 20 — Utilities MMS Maintenance Management System NOI Notice of Intent OES California Office of Emergency Services RWQCB Regional Water Quality Control Board SMDs Sewer Maintenance Districts SO&M Sewer Operation and Maintenance SSMP Sewer System Management Plan SSOs Sanitary Sewer Overflows SU Sewage Unit SWRCB State Water Resources Control Board WDRs Statewide General Waste Discharge Requirements v1 City of Rancho Palos Verdes 15 aSewer Sys temi r y DEFINITIONS Geographic Information System (GIS) — A database linked with mapping, which includes various layers of information used by government officials. Examples of information found in GIS include sewer maps and sewer features such as pipe location, diameter, length, material, condition, and last date cleaned or repaired. GIS also typically contains base information such as streets and parcels. Infiltration/Inflow (1/1) — Infiltration is generally considered to be extraneous water that enters the sewer system over longer periods of time, such as groundwater, through cracks in the sewer. Inflow is generally considered to be extraneous water that enters the system as a direct result of a rain event such as through defects in the sewer. While it is impossible to control all 1/I, it is certainly desirable to reduce 1/1 when cost-effective. Lateral — The portion of sewer that connects a home or business with the mainline in the street. Stoppage — A buildup of debris in the sewer, which stops the flow of wastewater and allows the water to back up behind the stoppage, sometimes causing an overflow. Also called blockage. Blockage — A buildup of debris in the sewer, which stops the flow of wastewater and allows the water to back up behind the stoppage, sometimes causing an overflow. Also called a stoppage. Wastewater Collection System — All pipelines, pump stations, and other facilities upstream of the headworks of the wastewater treatment plant that transport wastewater from its source to the wastewater treatment plant. vii City of Rancho Palos Verdes 16 F'�rt System ManagemerM PIJM INTRODUCTION On May 2, 2006, the State Water Resources Control Board (SWRCB) adopted a Statewide General Waste Discharge Requirements (WDRs) and Monitoring and Reporting Program for sanitary sewer systems by issuing Order No. 2006-0003 (Appendix A). The regulations in the order were in response to growing public concern about the water quality impacts of sanitary sewer overflows (SSOs), particularly those that cause beach closures, adverse effects to bodies of water, or pose serious health and safety or nuisance problems. Two major components of the WDRs require the following: (1) The owners/operators of publicly owned sewer collection systems, a mile long or greater, must apply for coverage under the WDRs. (2) The owners/operators must develop and implement a Sewer System Management Plan (SSMP) specific to the sanitary sewer system. In accordance with the first element of the WDRs, the City of Rancho Palos Verdes (City) filed a Notice of Intent (NOI) 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. Since the County of Los Angeles Consolidated Sewer Maintenance District (CSMD) provides operation and maintenance services for the City's sewer facilities, some components of the City's SSMP may be the same as those of the Sewer Maintenance Districts (SMDs). 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, constitute 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. 1 City of Rancho Palos Verdes 17 Sewer System a Management S iPlan 4, 5 CHAPTER 1 1.1 Goals The goals of this SSMP are to ensure the following: 1. The City's sanitary sewer collection system is properly operated, maintained, and managed to reduce the frequency and severity of SSOs and their potential impacts on public health, safety, and the environment. 2. When an SSO occurs, prompt action is taken to identify, contain, and remove the cause; report the event to the appropriate regulatory authorities; and notify the public in a timely manner. 3. All SSOs, system deficiencies, and remedial actions taken are well documented. 4. The City's sewer system operators, employees, contractors, responders, and other agents are adequately trained and equipped to address an SSO event. 5. The City's sewer system is designed, constructed, and funded to provide adequate capacity to convey base and peak flows while meeting or exceeding applicable regulations, laws, and the generally accepted practices relative to sanitary sewer system operation and maintenance. 1.2 Actions The actions to be taken to satisfy the SSMP are as follows: 1. Conduct a planned and scheduled maintenance program to minimize the risk and occurrence of SSOs. 2. When an SSO occurs, respond to the incident in a timely manner and undertake feasible remedial actions to contain the overflow, including stopping the flow from reaching the storm drain, if possible. 3. Stop the SSO as soon as possible and limit public access to the overflow area to prevent public contact with any wastewater contamination. 4. If possible, completely recover the overflow sewage, return it to the sewer system, and clean up the contaminated area. 2 City of Rancho Palos Verdes $ gSewer s i System 1� Plan 5. Gather and compile all pertinent information regarding the SSO incident, investigate as necessary to determine probable cause, document findings, report the incident to the appropriate regulatory agencies in a timely manner, and file a copy of the report. 3 City of Rancho Palos Verdes 19 CHAPTER 2 2.1 Management 0 vSewe r;systewManagementPlan- a The City's Public Works Department manages the City's sanitary sewer collection system, which serves a population of approximately 39,000 residents and consists of about 148 miles of gravity and low pressure sewer lines and 7 pump stations. Annually, the City spends approximately $234,000 for the maintenance of its system. The City's local sewers discharge into the Sanitation Districts of Los Angeles County facilities for conveyance, treatment, and disposal. The CSMD, in conjunction with the City's Public Works Department, is responsible for the operation and maintenance of the majority of the collection system in the City. In the area known as Abalone Cove, the City is solely responsible for the operation and maintenance of approximately 130 manholes, 1 diversion structure, 19,615 linear feet of low pressure pipe, 19,000 linear feet of gravity pipe, 44 grinder pumps, and 2,505 linear feet of force main. A separate SSMP is on file at the City Hall for this portion of the City. The City has two budgeted management positions directly involved in sewer system responsibilities. The field operation and maintenance services are fulfilled by utilizing the services provided by the CSMD, which is managed by the County of Los Angeles Department of Public Works (LACDPW). The distribution of the City's personnel and the contracted services are depicted in the organization chart presented in Section 2.3.1a of this plan. These personnel, in collaboration with LACDPW personnel, administer the City's sewer collection system operation, provide engineering evaluation of proposed and existing sewer facilities, administer preventive maintenance and sewer construction programs, and oversee the maintenance of sewer collection system facilities and related records and plans. 2.2 Authorized Representative The City's Director of Public Works in concert with designated LACDPW staff, are the authorized representatives who are responsible for the execution of compliance actions required under the WDRs. This includes, but is not limited to, execution and certification of all reports and correspondence as required under the order. 4 Cifiy of Rancho Palos Verdes 20 SeW(Zz. System Management 44 plai 2.3 Organization Chart and Responsibilities The organization chart showing the structure and relationship of the City and LACDPW administrative, management, and field positions relative to Sewer Operation and Maintenance (SO&M) is presented in Sections 2.3.1a, 2.3.1b, and 2.3.1c, respectively, and the descriptions of responsibilities and support are presented in Sections 2.3.2 and 2.3.3. ----I �City 2 1 5 Rancho Palos Verdes Sewer System Management LA Plan 2.3.1a City Organization Chart for Sanitary Sewer System Management Maintenance I I City Engineer Supervisor Contractor/JLHA City Code Enforcement City Council City Manager Director of Public Works Administrative LACDPW Support SMDs County Sanitation Districts of LAC 6 City of Rancho Palos Verdes 22 2 § 2 > m 0 n IL 0 v c n � 0 � A I- \ \ m % 3 } G /\ j 2 y G 2r ƒ k e E/ f \ \ J ® » © in— Mo 0 \_ C', 0 ca- d \ } J m/± j ±.2 / 5 J CO 2 § 2 > m 0 n IL 0 v c n � 0 � A I- Sewer System Management LA Plan 2.3.1c Names and Telephone Numbers from the Organization Chart City Name Title Telephone Doug Willmore City Manager (310) 544-5202 Michael Throne Director of Public Works (310) 544-5335 Ron Dragoo Principal Engineer (310) 544-5250 Nicole Jules Deputy Director of Public Works (310)544-5275 Sean Larvenz Maintenance Superintendent (310) 544-5221 Gonzalo Garnica Lead Maintenance Worker (310) 544-5271 SMDs Hilda L. Solis Supervisor, First District (213) 9744111 Mark Ridley-Thomas Supervisor, Second District (213) 974-2222 Sheila Kuehl Supervisor, Third District (213) 974-3333 Don Knabe Supervisor, Fourth District (213) 974-4444 Michael D. Antonovich Supervisor, Fifth District (213) 974-5555 (323) 233-2015 g.,)r Works Electro -Mechanic Working Supervisor Gail Farber Director 626 4584002 Mark Pestrella Chief Deputy Director 626 4584001 Jacob Williams Assistant Director 626 4584014 Dennis Hunter Deputy Director 626 4584016 Dan Lafferty evvrMOrr(e`tarde D0sidrt Assistant Deputy Director (626) 300-3304 Martin Moreno I Principal Enaineer 1 (626) 300-3312 Kari Eskridge I Associate Engineer 626 300-3390 Mapping & Annexation Unit Jennie Teng Supervising C.E. Tech 626 300-3366 Procurement Cvnthia Phan I Financial Specialist III 1 (626) 300-3322 Linh La Staff Assistant 1 l (626) 300-3340 Clerical Support Staff Sandra Brenes Senior Secretary IV (626) 300-3309 Field Operations — Pump Stations Jeff Bouse Senior Civil Engineer 626 300-3373 Alex Villarama Civil Engineer 626 300-3374 Mark Ramirez Electro -Mechanic Supervisor 626 3004682 Gilbert Nelson, EM- South Electro -Mechanic Working Supervisor (323) 233-2015 George Modlin, EM -East Electro -Mechanic Working Supervisor (626) 446-3271 George Modlin, EM -Central Electro -Mechanic Working Supervisor (562) 941-7011 Jeffrey Krecklow, EM- North Electro -Mechanic Working Supervisor (661) 222-2569 .., .. ate. e . _ 8 City of Rancho Palos Verdes 24 Electro -Mechanics Jose Portillo, EMSouth Electro -Mechanic 323 233-2015 Julio Gonzalez, EM South Electro -Mechanic 323 233-2015 William Martinez, EM South Electro -Mechanic (323) 233-2015 Alfredo Duran, EMSoulh Electro -Mechanic 323 233-2015 Dave Perry, EM EasUCen9al Electro -Mechanic 562 941-7011 Ruben Chavira, EM EasVCentral Electro -Mechanic (626) 446-3271 Noe Delgado, EM East/Centml Electro -Mechanic (562) 941-7011 Luis Bernal, EM EasVCentral Electro -Mechanic 626 446-3271 Filiberto Delgado, EM NorthMest Electro -Mechanic (661) 222-2569 Kirk Sennett, EM NortWWoM Electro -Mechanic 661 942-6042 Anthony Valles, EM NorthMoM Electro -Mechanic (661) 222-2569 Assistant Electro -Mechanic Raul Torres, EM Not1hWest Asst. Electro -Mechanic 661 942-6042 Mariano Copado, EM East/Central Asst. Electro -Mechanic (626) 446-327T— Helper, Electricals Jeffrey Savella, EM South Helper, Electrical 323 233-2015 Luis Rodriguez, EM South Helper, Electrical 323 233-2015 Zaven Thomassian, EM south Helper, Electrical (626) 446-3271 Bryin Goodman, EM East/Central Helper, Electrical (626) 446-3271 John Hernandez, EM East/Central Helper, Electrical (562) 941-7011 Ray Pereida, EMN.,thwest I Helper, Electrical 661 942-6042 Field Operations — Gravity System Robert Swartz Senior Civil Engineer 626 300-3367 Mike Garcia, Central SM Superintendent 562 941-7011 James Pryor, East SM Superintendent 626 446-5227 Paul Bradford, south SM Superintendent 323 233-3330 John Feese, North SM Superintendent 661 942-6042 Tim Bohannon, Central SM Supervisor 562 941-7011 Juan Alonso, Central SM Supervisor 562 941-7011 Jim Vives, East SM Supervisor 626 446-5227 Chris Pena, East SM Supervisor 626 446-5227 Jesse Cisneros, south SM Supervisor 323 233-3330 Capice Simms, South SM Supervisor(.323).233-3330 Michael Duncan, Nodh SM Supervisor 661 942-6042 Stephen Vincent, s.ma clam. SM Supervisor (661) 222-2569 .., .. ate. e . _ 8 City of Rancho Palos Verdes 24 Michael Duncan, Nunn I SM Supervisor 661 942-6042 Stephen Vincent, sai�ciama SM Supervisor (661) 222-2569 Accumulative Capital Outlay/Condition Assessment unit Fernando Villaluna Civil En ineer 626 300-3380 Public Works Crew Leaders Central Francisco Arellano Jr Public Works Crew Leader 562 941-7011 Jaime Ochoa Public Works Crew Leader (562) 941-7011 Gerald S Oberg Public Works Crew Leader (562) 941-7011 Diane Giles Public Works Crew Leader 562 941-7011 Isaac R Leal Public Works Crew Leader (562) 941-7011 Dajuan N Clark Public Works Crew Leader (562) 941-7011 East Edward A Martinez Public Works Crew Leader (626) 446-5227 Terry H Taylor Public Works Crew Leader (626) 446-5227 Michael T Cooper Public Works Crew Leader 626 446-5227 Vidal A Tovar Public Works Crew Leader (626) 446-5227 Marc A Ruiz Public Works Crew Leader (626) 446-5227 Darrell Carter Public Works Crew Leader 626) 446-5227 Ernesto Duran Public Works Crew Leader (626) 446-5227 Ricardo Montano Jr Public Works Crew Leader (626) 446-5227 Ernie C Aleman Public Works Crew Leader 626 446-5227 South Jerome A Murray Public Works Crew Leader (323) 233-3330 Dennis C Walton Public Works Crew Leader 323 233-3330 Dewayne E Moore Public Works Crew Leader (323) 233-3330 Claude Redwine Public Works Crew Leader (323) 233-3330 Leo Sanders Public Works Crew Leader (323) 233-3330 Angelo Quihuiz Public Works Crew Leader 323) 233-3330 Daryll A Carrillo Public Works Crew Leader (323) 233-3330 Alfonso M Munoz Public Works Crew Leader (323) 233-3330 Donald R Moore Public Works Crew Leader (323) 233-3330 Antonio Nieto Public Works Crew Leader 323) 233-3330 North Donald W Allen Public Works Crew Leader (661 942-6042 Deraold Dolittle Public Works Crew Leader (661) 942-6042 Daryl S Richardson Public Works Crew Leader 661 942-6042 Santa Clarita Rico A Nunley Public Works Crew Leader (661) 222-2569 Michael Nicholson Public Works Crew Leader 661 222-2569 Charles R Padget Public Works Crew Leader (661) 222-2569 George Y Sanchez Public Works Crew Leader (661) 222-2569 Brian C Tethers Public Works Crew Leader 661 222-2569 Public Works Maintenance Workers and Laborers Central Miguel Reynoso Public Works Maintenance Worker (562) 941-7011 Joel Campos Public Works Maintenance Worker (562) 941-7011 Jose A Moreno Public Works Maintenance Worker 562 941-7011 Timothy J Banuelos Public Works Maintenance Worker 562 941-7011 Adrian Mendez Public Works Maintenance Worker 562 941-7011 Manuel E Mares Public Works Maintenance Worker (562) 941-7011 Yao R Guan Public Works Maintenance Worker (562) 941-7011 Zion D Sanchez Public Works Maintenance Worker (562) 941-7011 Daniel A Segovia Public Works Maintenance (562) 941-7011 Sewer System Management Plan 9 City of Rancho Palos Verdes 25 Worker Public Works Maintenance Gabriel R Ponce Worker 562 941-7011 Public Works Maintenance Gabriel Gua'ardo Worker 562 941-7011 Public Works Maintenance Saul P Hernandez Worker (562) 941-7011 Public Works Maintenance Vince L Sutherland Worker 562) 941-7011 Paul Guerrero Public Works Laborer 562 941-7011 Alfredo Beltran Public Works Laborer (562) 941-7011 Oliver W Lloyd Bricklayer (562) 941-7011 Sr. Equipment Maintenance Frank E Benson Worker (562 941-7011 East ' Public Works Maintenance (626) 446-5227 Merrill D Price Worker Public Works Maintenance (626) 446-5227 Daniel G Johnson Worker Public Works Maintenance (626) 446-5227 Mark Peifer Worker Public Works Maintenance (626) 446-5227 Jesus Medina Worker Public Works Maintenance (626) 446-5227 Eric R Briones Worker Public Works Maintenance (626) 446-5227 Donald L Banks Worker Public Works Maintenance (626) 446-5227 James Gray Worker Public Works Maintenance (626) 446-5227 Hope Nwachuku Worker Public Works Maintenance (626) 446-5227 Jason R. Tella Worker Public Works Maintenance (626) 446-5227 Michael T Shelton Worker Public Works Maintenance (626) 446-5227 Dwayne L Edmond Worker Sr. Equipment Maintenance (626) 446-5227 Jesus R Garcia Worker Public Works Maintenance (626) 446-5227 Charles Richards Worker Public Works Maintenance (626) 446-5227 Shaun Skvarca Worker Public Works Maintenance (626) 446-5227 Jonathan De Leon Worker Vernon E Wingo Bricklayer 626) 446-5227 South Public Works Maintenance (323) 233-3330 Anthony Gardiner Jr Worker Public Works Maintenance (323) 233-3330 Ernesto Flores Worker Public Works Maintenance (323) 233-3330 Jeffrey P Jackson Worker Public Works Maintenance (323) 233-3330 Patrick Pandy Worker Public Works Maintenance (323) 233-3330 Kevin R Gibson Worker Public Works Maintenance (323) 233-3330 Dewa ne Johnson Worker Public Works Maintenance (323) 233-3330 Jorge Nevarez Worker Public Works Maintenance (323) 233-3330 Derrick L Dennis Jr Worker Charles Bernard Iv Public Works Maintenance 323 233-3330 9 City of Rancho Palos Verdes 25 Worker Public Works Maintenance (323) 233-3330 Neftali A Juarez Worker Justin Ellis Public Works laborer (323)233-3330 Brandon Washington Public Works laborer (323) 233-3330 Antonio Ochoa Public Works laborer 323 233-3330 Public Works Maintenance (323) 233-3330 Cory Tolliver Worker Public Works Maintenance (323) 233-3330 Juan Torres Worker Edward S Sorensen Bricklayer 323 233-3330 North__— Nickolaus J Trigueiro Public Works Maintenance Worker (661) 942-6042 Frank J Fernandez Public Works Maintenance Worker (661) 942-6042 Enrique F. Martin Public Works Maintenance Worker (661) 942-6042 William Kenyon Public Works Maintenance Worker (661) 942-6042 Shannan M Anastas€ Public Works Maintenance Worker (661) 942-6042 Rodney Roberson Bricklayer 661 942-6042 Virgil D Fowler Sr. Equipment Maintenance Worker (661) 942-6042 Santa Clarita Core Stowe Public Works Maintenance Worker (661) 222-2569 Eric A Beam Public Works Maintenance Worker (661) 222-2569 Christian Jensen Public Works Maintenance Worker (661) 222-2569 Eddie Terry Jr Public Works Maintenance Worker (661) 222-2569 LSewer A1q System Management Plan 10 City of Rancho Palos Verdes 26 Public Works Maintenance (661) 222-2569 Kevin Myers Worker Clerical <Support Staff Jim Prem, central Senior Clerk (562) 941-7011 Jennifer Garcia, Central Senior Clerk (562) 941-7011 Chris Pussman, East Senior Typist -Clerk 323 233-3330 Zamir Zyada, East Intermediate Clerk (626) 446-5227 Marilyn Lamar Intermediate Typist Clerk (323)233-3330 Norma Valdez, somh Intermediate Typist Clerk 323 233-3330 Anita Carver, Nonh Senior Typist -Clerk (661) 942-6042 1A M �Ghayane Zakarian Division Chiefjj 626) 458-4078 ig Hector Bordas Asst. Deputy Director 626 458-6385 `, ;,tit t �f3tC1 James T. Sparks Asst. Deputy Director 626) 458-3100 Rossana D'Antonio Asst. Depu Director 626 458-7800 Pat Proano Asst. Deputy Director 626 458-3500 Sree Kumar Asst. Deputy Director 626) 458-4145 Jeffrey Howard Division Chief (626) 458-2100 Khaled Tawfik Division Chief 626 458-4108 1 Anthony Nyivih Asst. Depu Director 626 458.4900 Steven Steinhoff Asst. Deputy Director (626) 458 7000 10 City of Rancho Palos Verdes 26 r� Sewer s em ,jA 2.3.2 Description of Responsibilities The description of responsibilities or roles of each position, especially as related to SSOs, are as follows: • City Council - Responsible for establishing new and amending existing ordinances and policies governing the municipal operations, and maintenance of the City's sanitary sewer system, including the approvals of all SO&M contracts and agreements, to protect the community's interest. • 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 its execution and evaluates work accomplished within his areas of responsibility, including the SO&M Program. Also directs the planning, budgeting, design for the construction of a new sewer collection system, and rehabilitation of the existing sewer collection system. Facilitates all sewer collection system operation and maintenance activities through the contract with LACDPW. Responsible for the day-to-day management and operation oversight of the City's sewer collection system, including the 11 sewer pump stations. • City Engineer — Directs engineering and management activities relating to studies, design, investigations, and the preparation of reports, budget, and contractual agreements with private firms for technical service projects. Performs special studies, investigations, and reports concerning sewer infrastructure. • Senior City Engineer — Performs a wide range of professional and complex civil engineering work in redesign, construction, and management and maintenance of public works projects; acts as the City Engineer in his/her absence; and performs other duties as assigned. • Maintenance Superintendent - Has oversight of all contracted maintenance and repair services for City facilities. 11 City of Rancho Palos Verdes 27 1C 5Sewer J%System • Office Administrative and Clerical Assistants - Assist in the preparation of reports, budgets, and other correspondence; and coordinate and facilitate City and contract personnel in addressing local citizen issues related to sewer service. 2.3.3 City Divisions/Departments and Other Agencies Other divisions or departments within the City and contracted services responsible for carrying out some of the compliance actions called for by the WDRs for the City are described below: • Administrative Services Division - Responsible for procuring equipment and as -needed contract services for emergency sewer repair projects; printing and mailing Public Education Outreach Program materials, and for procuring material and supplies needed for the day-to-day operation and maintenance activities. • Building and Safety Division — Responsible for reviewing various building permit applications, their relationship to public easements and facilities, and issuing permits for sewer connections. Also, the enforcement of Plumbing Codes involving proper connection and discharge into the public sewer system and the property owner's maintenance of their respective sewer laterals between the structure served and the public sewer collection main. • Public Works Department — Responsible for the enforcement of Health and Safety Codes regarding waste disposal, such as the Fat, Oil, and Grease (FOG) Program, point source control inspection of industrial and commercial waste and grease generating facilities, and investigation of cases of illicit discharge of chemicals, debris, etc., into the public sewer system. This is undertaken in concert with the LACDPW Environmental Programs Division Industrial Waste Unit. Responsible for preparing plans and specifications for sewer construction and rehabilitation projects and the administration of contracts for accomplishing such projects and emergency sewer repair projects. Also responsible for subdivision or development project plan checks to ensure compliance with the City's standards for construction of new sewer collection systems. Plan checks sewer - capacity studies to size proposed sewer lines and sets requirements to ensure adequate capacity in existing systems. Prepares easement documents or identifies and procures access rights for public sewer facilities located within private properties. The Department of Public Works is also responsible for operational maintenance services in the Abalone Cove area's collection system. A separate 12 City of Rancho Palos Verdes 28 Sewer System Management Plan SSMP is in place for this area of the City and is on file at the City's Department of Public Works. • LACDPW — Sewer Maintenance and Environmental Programs Divisions provide critical services to the City to address the mandates of the WDRs. Sewer Maintenance Division is responsible for operational maintenance services of the City's sewer collection system, including cleaning, closed-circuit television (CCTV) inspection, manhole inspection, and repairs. Environmental Programs Division is responsible for implementing the City's industrial waste and FOG Programs, which include permitting, inspection, and enforcement of illicit discharges to the public sewer system in concert with the City's Code Enforcement Division. • Los Angeles County Fire Department — Responsible for assisting with protecting the public in the 'event of an SSO that expands into high -use public travel ways and/or those that reach storm drains or water courses and spread the effect of public risk to health and safety impacts. • Los Angeles County Sheriff's Department — Responsible for operating the Emergency Operation Center for the entire City, including handling after -hour service calls reporting SSOs, pump station malfunction calls, and forwarding those reports to LACDPW. 2.3.4 Chain of Communication for SSO Reporting The chain of communication for reporting SSOs, from receipt of a complaint or other information sources to the appropriate regulatory agencies, is presented in Section 2.3.4a. The City's contact directory for communicating with both internal and external parties involved in responding and reporting an SSO event is shown in Section 2.3.5. The SSO emergency response plan will be discussed in greater detail in Chapter 6. 13 City of Rancho Palos Verdes 29 Nearest SMD Crew investigates PW Crew Leader Is it SMD facility? YES IqSewer System Management Plan 2.3.4a SSO Reporting Procedures Flow Chart NO NO I 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. LACDPW Radio Room receives SSO calls from the Public or Telemetry System After-hours Stop SSO and notify appropriate agency for clean-up and reporting SMD Crew - Call County of Los Angeles Department of Public Health - Call Regional Water Quality Control Board - Call California Office of Emergency Services' - Call Flood Maintenance Division 2 - Call Environmental Programs Division 3 Stops SSO Cleans up Prepares report Reports to Dispatch ................._....... Written Report to: - Regional Water Quality Control Board (upon request) - State Water Resources Control Board Webpage YES Superintendent or Supervisor on Emergency call list Standby crew investigates NO Is it SMD facility? YES 14 City of Rancho Palos Verdes 30 ..�—� 15 City of Rancho Palos Verdes 31 IqSewer System Management Plan 2.3.5 Contact Directory for SSO Responding and Reporting After -Hour or Name Telephone After -Hour or Responsible Party Cell Phone City Manager Doug Willmore (310) 544-5202 Director of Public Works Michael Throne (310) 544-5335 Principal Engineer Ron Dragoo (310) 544-5250 Director of Planning Joel Rojas (310)544-5228 Facility & Maintenance Superintendent Sean Larvenz (310) 544-5221 Lead Maintenance Worker Gonzalo Garnica (310) 544-5271 County of Los Angeles Sheriff's Dept. (213) 974-1311 County of Los Angeles Fire Dept. (323) 881-2411 LACDPW 24-hour Dispatch (626) 458-4357 (800) 675-4357 DPH (213) 974-1234 LACDPW Flood Maintenance Division (626) 445-7630 LACDPW Environmental Programs Division 24-hour Dispatch (626) 458-4357 (800) 675-4357 Sanitation Districts of Los Angeles County (562) 699-7411 RWQCB (Region 4) (213) 576-6600 California Office of Emergency Services (800) 852-7550 ..�—� 15 City of Rancho Palos Verdes 31 CHAPTER LEGAL AUTHORITY 3.1 Legal Authority IqSewer System Management Plan The City's legal authority to own and operate a sanitary sewer system is derived from its incorporation as a City. The City, on October 7, 1973, granted the County of Los Angeles the consent and jurisdiction to annex portions of the City's sewer system to the CSMD. By that action, the City has entrusted the management, operation, and maintenance of its local sanitary sewer system to the CSMD. The City, however, still maintains ownership of the sewer system and is responsible for the management, operation, and maintenance of the portions of the system in the Abalone Cove area. 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 (CMGs). The legal authorities for the specific areas stipulated in the WDRs are covered in various sections of the CMGs and Chapters 20.20, 20.24, 20.22, 20.32, 20.36, and 20.40 of the Los Angeles County Code Title 20 — Utilities (LACO TITLE 20). 3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary Sewer System In accordance with the CMCs, Title 15, Chapter 15.12, Section 010, the City has adopted the 2013 Edition of the California Plumbing Code (CPC). Per Title 13, Chapter 13.04, Section 010, of the CMCs, the City regulates sanitary sewers and industrial waste as its Sanitary Sewer and Industrial Waste Use Ordinance. LACO TITLE 20, Section 20.36,010, prohibits the illegal dumping of offensive or damaging substances such as chemicals, debris, etc. Other sections of the LACO TITLE 20 that prohibit various forms of illicit discharges are 20.24.020, 20.24.200, 20.32.080, 20.32.650, etc. The City, as one of the CSMD member cities, benefits from the CSMD's 1/1 control program. This program consists of sewer line cleaning and maintenance, which includes CCTV and other mechanisms to detect 1/1. By ordinance, LACO TITLE 20, 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 1/1 within the CSMD. LACO TITLE 20, Section 20.24.080, requires that property owners be responsible for maintenance of their house laterals, 16 'City Rancho Palos Verdes 32 IqSewer System Management Plan 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 LACO TITLE 20, Sections 20.32.330 and 20.32.340, as adopted by the City, requires that the design of new mainline sewers and pumping plants, respectively, comply with Part 3 of Chapter 20.32 of LACO TITLE 20. Section 20.32.350 of LACO TITLE 20 requires that the design of new house laterals also conform to the requirements of Part 3, Chapter 20.32, of LACO TITLE 20. In accordance with LACO TITLE 20, Section 20.32.580, the construction of a collection sewer system is required to conform to all the requirements prescribed by Division 2 of LACO TITLE 20, the Standard Specifications for Public Works Construction ("Green Book"), and by the Special Provisions and Standard Plans, all on file in the office of the office of the City's Director of Public Works/City Engineer. The inspection of new mainline sewers and pumping plants to ensure proper construction is covered under Section 20.30.590 of the LACO TITLE 20 and regulated under the CMCs. 3.1.3 Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs LACO TITLE 20, Division 2, as adopted by the City, gives the City the legal right to set requirements to allow unrestricted maintenance access to the public sewer infrastructure located on private property. In accordance with Section 20.32.430 of LACO TITLE 20, the access is secured through the City's enforcement of the requirement for legally recorded sewer easements around all public sewer appurtenances located in private properties. Sewer easements are detailed on the sewer construction plans and are thoroughly reviewed by the City and the LACDPW for adequacy in size and accuracy of alignment during the plan check process. Plan checkers take special care to ensure that maintenance crews will have sufficient access for the movement of equipment and materials for routine and emergency repairs or construction work on the system. 17 City of Rancho Palos Verdes 33 Sewer System Management Plan 3.1.4 Legal Authority Limiting the Discharge of FOG and other Debris that May Cause Blockage The City, by adopting the CPG and LACO TITLE 20, has the legal authority to satisfy this element of the WDRs. The CPC requires the installation of grease interceptors at restaurants and other food establishments that generate grease in the City. Section 714.1 of the CPC 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 City's sewer system. This prohibition is also contained in the LACO TITLE 20, Section 20.36.400. LACO TITLE 20, Section 20.36.560, gives the Director of Public Works/City Engineer the authority to require the installation of treatment facilities, including grease interceptors, at any facility that generates FOG in the amount that will damage or increase the maintenance costs of the sewer collection system. 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 he deems 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 empowered to enforce all the requirements prescribed in Division 2, Sanitary Sewers and Industrial Waste, and in accordance with Section 20.24.110, may delegate this authority. LACO Code, Section 20.24.160, allows criminal penalties for any violations. The LACO TITLE 20 and CPCs, .standard plans, specifications, and other material cited in this chapter are filed at the City's Director of Public Works/City Engineer office. 18 City of Rancho Palos Verdes 34 IqSewer System Management Plan 4.1 Preventive Maintenance Program The City is within the CSMD and, therefore, relies on the staff and resources of the CSMD for the SOW of its collection sewer system. The CSMD's SOW Programs described in detail in the SMDs' SSMP are applicable in the City. The CSMD East Yard (Appendix B) provides sewer services to the City. In addition, personnel from the other four sewer maintenance yards, shown in Appendix B, provide after -hour services, such as standby, call-back, and other sewer emergency services, to the City. The maintenance equipment utilized within the City is owned by the CSMD. A complete inventory of the CSMD equipment assigned to the East Yard is presented in Appendix C. The City's maintenance programs are funded through levying of an annual sewer service charge currently at $41.50 per equivalent single-family dwelling unit, otherwise called a sewage unit (SU). This is included in the $50.50 per SU levied by the CSMD and collected with the annual tax bills of property owners in the cities that are within the CSMD. The total annual revenue generated for the various sewer programs through the $50.50 per SU charge is approximately $819,000. These funds are managed and administered by the LACDPW and reviewed and adjusted annually to ensure sufficient revenue to fund the maintenance programs. The following is a summary of the CSMD preventive maintenance activities implemented by the CSMD within the City: 4.1.1 Sewer Line and Manhole Inspection The interior and exterior of manholes are inspected semiannually for any structural defects, sewage flow condition, presence of vermin or rodents, deleterious industrial waste, odors, and any signs of unusual settlement around the manholes and along sewer alignments. 4.1.2 Gas Trap Manholes and Siphons On a monthly basis these facilities are inspected and cleared of any stoppages or flow restrictions. 19 'City Rancho Palos Verdes 3`j IqSewer System Management Plan 4.1.3 Drop Manholes These facilities are inspected and cleared of stoppages and flow restrictions on variable frequencies based on prior inspection records. 4.1.4 Sewer Line Cleaning Sewer lines are cleaned by hydro -jetting or rodding. Frequency of cleaning is based on inspection records. Sewer lines known to accumulate grease, garbage grinds, or sand are placed on monthly, quarterly, or semiannual cleaning schedules and those prone to root growth are periodically rodded or chemically treated. 4.1.5 Vermin and Rodent Control Sewers infested by insects are chemically treated. Those infested by rodents are baited. 4.1.6 Sewage Pump Stations All pump stations are equipped with telemetry/alarm system and are inspected twice a week. Pumps and motors are lubricated, control mechanism and valves are checked and adjusted as necessary, and equipment is repaired' or modified as required. 4.1.7 Work Schedules CSMD work orders within the City are generated and tracked by the LACDPW's Maintenance Management System (MMS). CSMD 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 maintained in the MMS database. The reports are made available to the City upon request. 4.1.8 City Sewer Mapping System The City maintains as -built 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 SMDs' Computer Aided Design and Drafting System (CADD). Information generated by CADD is printed on Index Map Sheets stored by LACDPW, Sewer Maintenance Division, located at 1000 South Fremont Avenue, Alhambra, California. The Index Maps are also kept at the SMDs' field yards. The maps are updated, as necessary, to reflect any changes in the system. 20 City of Rancho Palos Verdes 36 Sewer �rSystemgA 4.2 Rehabilitation and Replacement Plan 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 Programa Dudek and Associates, Inc., was contracted by the City to update the SSMP, which utilized a hydraulic model of the collection system, based on observed flow data, and identified capacity -related issues and recommend a prioritized Collection System Capital Improvement Program. The SSMP can be found at the City's Department of Public Works office at 30940 Hawthorne Boulevard, Rancho Palos Verdes, CA 90275. 4.2.1 ACO Program of the CSMD 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 districtwide with the property owners' annual tax bills. The program is managed and administered by the LACDPW. 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 LACDPW 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. 4.2.2 Condition Assessment Program There are currently approximately 141 miles of sewer lines and 7 pumping stations within the City. The existing City collection sewer facilities are listed in Appendix D. 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 program is well funded. 21City of Rancho Palos Verdes 37 LSewer AIq System Management Plan 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 LACDPW 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 E.' The LACDPW is responsible for the management and administration of the funds and program. 4.3 Equipment Maintenance and Replacement Policy The equipment utilized in the maintenance of the City's sewer facilities is owned by the CSMD. The LACDPW has full responsibility for the maintenance and replacement of equipment. The LACDPW Equipment Replacement Policy is described in Chapter 4.3 of the SMDs' SSMP. 4.4 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 LACDPW. The training of CSMD personnel is a function of the LACDPW and not the City. The training methodologies utilized by the LACDPW are contained in Chapter 4.4 of the SMDs' 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. 22T City of Rancho Palos Verdes 38 0 ► ► I BIWA 0 Mei - • • 5.1 Design and Construction Standards and Specifications Sewer System Management Plan The City requires that all sewers be designed in accordance with the LACDPW standards. The LACDPW has standard plans and specifications for construction of sanitary sewers and appurtenances to ensure that sewer lines and connections are properly designed and constructed. The LACDPW specifications by reference incorporate the standard plans and specifications for Public Works construction, special provisions, and standard drawings. In addition, the LACDPW has 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. The City requires that these publications also be followed in the design of sewer systems within the City. To further ensure that sewer facilities are properly designed, the City requires that construction drawings be prepared by licensed engineers. The construction drawings are thoroughly reviewed by City and SMDs engineers prior to approval for construction and inspection of the actual construction work. The SMDs review plans to ensure that appropriate maintenance standards are integrated into the design from a maintenance standpoint only. 5.2 Procedures and Standards for Inspection and Testing of New and Rehabilitated Collection Sewer Facilities The City provides inspection by outsourcing to qualified consultants for the inspection of new sewer construction projects. The inspection of sewer rehabilitation projects under the ACO Program are conducted by LACDPW inspectors. The City requires that "as -built" sewer plans of the completed projects be submitted prior to final approval for acceptance of sewer facilities for public use. In compliance with SMDs policy, the City also requires that all newly constructed pumping stations be inspected by experienced SMDs staff prior to transferring such facilities to the SMDs for maintenance. 23 City of Rancho Palos Verdes 39 Sewer System Management LA Plan I�1�T3�i7�i�l� i�ii�:�ci��► C�'/7':��1��:�7w_1 i;1 6A Overflow Response Procedure The City, as a member of the CSMD, relies on the services of the SMDs to respond to SSOs within the City. Therefore, the SMDs' Overflow Procedure described in Chapter 6 of the SMDs' SSMP is utilized by the CSMD in the City. Furthermore, the LACDPW 24-hour emergency phone number 1 -800 -675 -HELP (4357) is readily available to City staff and residents to promptly notify LACDPW staff of SSO events in the City. The City' Overflow Response Plan is as follows: 1) Upon notification of an SSO, the Maintenance Supervisor and/or the Director of Public Works respond to the scene immediately. 2) As soon as safety will allow, the SSO is contained using sandbags and/or earth dikes. All catch basins in the area are protected with sandbags. 3) Cones and barricades are placed to prevent public vehicular and pedestrian access to the affected area. 4) If it is suspected that the spill may contain hazardous materials, the Los Angeles County Fire Health Hazmat Division is notified. 5) If the SSO is originating from CSMD-operated portions of the collection system, the SMDs are contacted to respond. 6) If any materials may have entered the storm drain system, or may reach State waters, the County of Los Angeles Department of Public Health is notified. 7) If the overflow is estimated to be greater than 1,000 gallons, Cal EMA is contacted. 8) Once the cause of the spill has been identified and corrected, the SSO wastewater is collected using vactor trucks and disposed of back into the collection system downstream of the blockage. 9) If the spill occurs in a City -maintained area, the City's clean up contractor, Peninsula Septic Service, Inc., is contacted to clean and return the facility or area to normal operation as quickly as possible. The City's water quality consultant, John L. Hunter and Associates is contacted to oversee the cleanup. 10) The appropriate agencies are notified, and required reporting is completed. 24 City of Rancho Palos Verdes 40 IqSewer System Management Plan 6.1.1 Regulatory Agencies Notification and Time Frame 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 LACDPW by telephone or by telemetry at the pump stations. Upon receipt of such calls, LACDPW Officials follow the notification guidelines contained in Chapter 6 of the SMDs' SSMP, also presented in Sections 6. 1.1 a and 6. 1.1 b of this document. 25 City of Rancho Palos Verdes 4 LSewer A1q System Management Plan 6.1.1a Requlatory AcIencies Notification and Time Frame Table SSO Category Type or Description Agencies to be Notified Type of Notification and Timeframe Timeframe Written Report/Online Database California Office of Emergency As soon as possible, but no later _ _ Services (�t 1,000 gallons) than 2 hours after becoming Cali and obtain control number. aware of then ill. Within 15 minutes after Any volume of untreated Department of Public Health becoming aware of the Call and obtain operator number, or partially treated SSO: spill. • Reach surface water As soon as possible, but and/or drainage Flood Maintenance Division (only if no later than 2 hours after - channel tributary to entered into storm drain) becoming aware of � NA surface water. spill Conduct water quality sampling within 46 hours of • Discharge to a storm initial spill, 1 drain and not fully captured and Environmental Programs Division As soon as possible, but no later CIWQS Online Database — Upload water quality returned to the (' 50,000) than 2 hours after becoming aware of the spill. results. SSO Technical Report — Submit report within sanitary sewer 45 calendar days on conclusion of SSO in Which system or not 50,000 gallons or greater arespilled to surface water captured and disposed of properly. RWQCB (Region 4 or 6) As soon as possible, but no later` Certify that the notification has been made Any volume not than 2 hours after becoming as soon as possible, but no later than 24 recovered from storm` aware of the spill. hours after becoming aware of the spill. CIWQS Online Database drain is considered to have reached surface As soon as we become aware of Initial Report `- ASAP, but no later than initial water. the SSO, reporting is possible 3 -business days after we are made aware of it. SWRCB and can be provided without EinalCertified Report - Within 15 calendar days on substantially impeding cleanup or conclusion of the SSO response and remediation. other measures. Additional Information— Anytime in form of an attachment. >_ 1,000 gallons of Flood Maintenance Division (only if Same as above. NA untreated or parfially entered into storm drain Department of Public Health Same as above. NA treated SSO: RWQCB (Regions 4 and 6) Same as above. Same as above. • Does not reach 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 Department of Public Health Same as above, NA RWQCB (Region 4 and 6) Same as above. Same as above. untreated or partially 3 treated resulting from CIWQS Online Database— Within 30 days after the sewer system failure or SWRCB Same as above. end of the calendar month in which the SSC} flow condition. occurred. Private lateral sewage Department of Public Health Same as above. NA discharge (PLSD) caused RWQCB (Regions 4 and 6) Same as above. Same as above. PLSD by blockages or other problems within a SWRCB (optional) NA NA privately owned lateral. No S80 in a calendar CIWQS Online Database — Certified within 30 days NA month, SWRCB NA after the end of the calendar month, certified statement that no SSO occurred, NA Collection System SWRCB CIWQS Online Database - Update and certify every Questionnaire. 12 months. 26 City of Rancho Palos Verdes 42 OES (800) 852-7550 Answered on a 24-hour, 7 -day basis RWQCB (Region 4) (213) 576-6600 Answered only during normal (213) 576-6650 working hours LACDPW Flood Maintenance (626) 445-7630 Answered only during normal Division working hours East Area (626) 798-6761 Answered only during normal working hours South Area (562) 861-0316 Answered only during normal working hours West Area (818) 896-0594 Answered only during normal (818) 248-3842 working hours LACDPW Environmental (626) 458-4357 Answered on a 24-hour, 7 -day basis Programs Division SWRCB Online database website address LACDPW Emergency (800) 675-4357 Answered on a 24-hour, 7 -day basis Phone Number 27 City of Rancho Palos Verdes 43 l�Y' 3rSewerSystem 6.1.2 Procedure to Ensure that Staff and Contractors are Aware and 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 LACDPW. City staff, however, is familiar with the SMDs reporting procedures, which are included in the SMDs' SSMP. 6.1.3 Procedure to Address Emergency Operations such as Crowd Control and Other Necessary Response Activities The City does not play a significant role in addressing emergency operations. Emergency operations are performed by LACDPW staff or contractors doing emergency repair SSO-related work for the County or City. 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. 6.1.4 Program to Eliminate or Minimize the Discharge of SSOs into Waters of the United States One of the main functions performed by the LACDPW for the City is to eliminate or minimize the discharge of SSOs into Waters of the United States. The City's role is limited to ensuring that their collection system has sufficient capacity for all operating conditions and ensures that LACDPW staff is promptly notified of SSO events when they occur. In the event that an SSO, 50,000 gallons or greater, is spilled to surface waters, the City is required to implement an SSO Water Quality Monitoring Program. The City -owned and operated portion of the system does not have the capacity to hold 50,000 gallons; therefore, the City will rely on the SMDs' procedures for spills originating in SMDs-operated portions of the collection system. 44 28 City of Rancho Palos Verdes Sewer .4ty �a i SystemPlan CHAPTER 7 7.1 Public Education Outreach Program The City currently benefits from the LACDPW Public Education Outreach Program. Under this program, information on proper disposal of FOG and other SSO prevention measures, such as the installation of backwater valves, house lateral maintenance, etc., is disseminated by the CSMD to City residents through publication of Annual Reports, brochures, and individual notices to property owners. LACDPW Sewer Maintenance and Industrial Waste Management Program personnel also assist in passing useful information on SSO prevention and FOG onto home and business owners. Public education materials are posted on http://dpw.lacounty.gov/smd/smd/ and htta:Hdpw.lacountv.aov/Environmental Proarams Division/cleanla. To complement County efforts, the City will initiate its own Public Education Outreach Program. This program will consist of SSO- and FOG -related articles from LACDPW and other sources, such as the City's newsletter and webpage (www.palosverdes.com/rpv), and by maintaining continuous communication with the County, City residents, and other stakeholders on these issues. 7.2 Disposal Methods for FOG Generated within the City's Sanitary Sewer System This function is performed by CSMD staff on behalf of the City. The methods used by the LACDPW are contained in the SMDs' SSMP. 7.3 Legal Authority to Prohibit Discharges to the System and Identify Measures to Prevent SSOs and Blockages Caused by FOG The legal authority to prohibit discharges of FOG into the sewer system is discussed in Chapter 3 of this document. Requirements for grease interceptors at food establishments to prevent the discharge of grease to the collection sewer system and educating the public on proper disposal methods for FOG are also discussed in this chapter. 7.4 Requirement to Install Grease -Removal Devices, Design Standards for Grease -Removal Devices, Maintenance Requirements, Best Management Practices Requirements, Recordkeeping, and Reporting Requirements The LACDPW, under a separate agreement with the City (Appendix F), is charged with the responsibility of enforcing the County's Sanitary Sewers and Industrial Waste Ordinance in the City. The Industrial Waste Program of the County is managed by the LACDPW, Environmental Programs Division. 29 City of Rancho Palos Verdes 45 Sewer System Management LA Plan The design standards for grease -removal devices and all the requirements imposed on industrial waste facilities that discharge waste or FOG into the City's sewer system are similar to those imposed in the unincorporated County and as presented in Chapter 7.4 of the SMDs' SSMP. 7.5 Authority to Inspect Grease -Producing Facilities, Enforcement Authorities, and Evidence of Adequate Staffing to Inspect and Enforce the FOG Ordinance LACO TITLE 20, Section 20.24.090, as adopted by the City, gives the Director of Public Works/City Engineer the authority to inspect grease -producing facilities for compliance with permit requirements. There are currently a total of 29 facilities holding Industrial Waste Permits in the City. In accordance with the aforementioned agreement, the LACDPW is responsible for issuing permits and inspecting facilities for compliance with conditions of their permit. The LACDPW in concert with the Director of Public Works/City Engineer is also responsible for the enforcement of all industrial waste permits and Code violations in the City. 7.6 Cleaning Schedule for Identified FOG -Prone Sewer Segments The cleaning schedule for identified FOG -prone sewer segments is performed by the CSMD for the City. The methods used by CSMD staff are described in the SMDs' SSMP. 30 City of Rancho Palos Verdes 46 Sewer System Management Plan 61Y&I #A JiNATUTWIJ_11061Z%1i•I.Zae-:7_ kViff_+'161Jc7Uk[4]::2W3LN 8.1 System Evaluation and Capacity Assurance Plan The City is responsible for ensuring that the public sewer infrastructure is correctly designed, adequately sized, and easily maintained. The CSMD also provides a supporting role in reviewing all proposed sewer plans for new developments in the City to ensure that they conform to County design standards and to ensure that requirements for acceptability for maintenance are met. 8.2 Adequate Capacity and Correct Design The Director of Public Works/City Engineer or hired qualified private company provides thorough review of all sewer plans for proposed development projects in the City to ensure that (1) they are properly designed with sufficient capacity for current and future base, peak, and wet -weather flow demands; and (2) any impact of proposed project on existing sewer system is mitigated prior to being approved by the Director of Public Works/City Engineer. During construction, the projects are continuously inspected by the Director of Public Works/City Engineer or hired construction inspectors to ensure that sewer facilities are constructed in accordance with the approved plans and specifications. 8.3 Capacity Enhancement Plan The Collection Sewer System Capacity Enhancement Program is a combined effort between the City and the LACDPW. The CSMD's programs to optimize the use of available sewer capacity and prevent SSOs include the CCTV Program to identify pipe segments needing repairs, I/1 reduction and tree -root intrusion control programs, sewer cleaning program, and the ACO Program to effect repairs or replacement of damaged pipes. These programs are described in Chapters 3 and 4 of the SMDs' SSMP. The City's plan to compliment the LACDPW's efforts will be through its Pump Station Assessment and Capacity Study Program starting in Fiscal Year 2015-16. Pump stations identified to have deficiencies through the Pump Station Assessment and Capacity Study Program will be prioritized and included in the City's future Capital Improvement Program for appropriate upgrades. The City has conducted a Capacity Assurance Study and a SSMP currently exists. A private consultant, Dudek and Associates, Inc., has recently identified hydraulic deficiencies that may exist in the system. The results from this study will be used to establish a short- and long-term Collection System Capital Improvement Plan to address these deficiencies. This Plan will include a prioritization and implementation schedule for the improvement of hydraulic capacity and replacement of deficient 31 T City of Rancho Palos Verdes 47 IqSewer System Management Plan assets. A rate study and an impact fee study will determine the availability of City sewer funds for these projects. As soon as the results of this study are analyzed, a schedule of projects can be drafted. This will be available at the City's Public Works office at 30940 Hawthorne Boulevard, Rancho Palos Verdes, California 90275. 32 City of Rancho Palos Verdes 48 14 Sewer System Management Plan The City will document all relevant data on SSOs that occurred in the City. This will include the quarterly SSO reports from the LACDPW, Annual Reports publish by the LACDPW, the Sewer Maintenance Productivity Report (Appendix G) 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 biennial SSMP audit shall be used as one of the tools in assessing the effectiveness of the City's SSMP. The evaluation of the City's SSMP Program effectiveness shall be based on such key performance indicators as the total number of overflows, overflow response time, reduction in repeated incidents of SSOs at the same location, total overflow equal to or greater than 1,000 gallons or reaching the waters of the United States, reduction in number of overflows that are caused by sewer capacity -related problems, and any other effectiveness parameters established by the SWRCB. 9.3 Program Modification 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 LACDPW, as necessary, on elements of the SMDs' SSMP to be adjusted or revised within City boundaries to better serve its residents. 9.4 SSO Location Mapping and Trends The annual SSO location map prepared by the LACDPW is enclosed in Appendix H. 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 LACDPW field personnel. 33 City of Rancho Palos Verdes 49 Sewer LAIq System Management Plan M-001,�11 The LACDPW shall conduct an internal audit and prepare a report every two years for the City's review. The audit shall focus on evaluating the effectiveness of the SSMP and records of the City and SMDs' compliance actions during the audit period. The most recent report of the audit must 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: Attention Sanitary Sewer Overflow Program Manager State Water Resources Control Board Division of Water Quality P.O. Box 100 Sacramento, CA 95812 10.3 SSMP Modification and Recertification The SSMP must be updated every five years to keep it current. When significant amendments are made to any portion or portions of the SSMP, it must be resubmitted to the City Council for approval and recertification. The recertification shall be in accordance with the certification process described in Section 10.2. 34 City of Rancho Palos VerdesrJO LSewer AIq System Management Plan The City shall provide all stakeholders and interested parties, such as the public and other agencies, with status updates on the development and implementation of the SSMP and consider comments made by them. The City shall utilize media, such as letters, newsletters, brochures, notices in the newspapers, and the City's home webpage, for conveying this information. 11.2 SSMP Availability Copies of the SSMP will be maintained in the Director of Public Works'/City Engineer's office and posted in the City's home webpage. The document shall also be made readily available to the RWQCB (Regions 4) upon request and to the operators of any collection system or treatment facility downstream of the City's system. 35 City of Rancho Palos Verdes rJ LSewer AIq System Management Plan Cel: /_1:1121 za �, • �,111214-TVIC 12.1 CSIVID vs City Responsibilities 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 LACDPW shall apply for coverage under the WDRs for facilities it owns. The City will apply for coverage for its own facilities. The LACDPW shall prepare a comprehensive SSMP for the SMDs. The City in coordination with the LACDPW will prepare its own SSMP. The City has previously adopted codes and regulations providing it with legal authority in conjunction with agreements with the SMDs to enforce items stipulated in the WDRs. Section 12.2 shows the CSMD cities, including the City, and the SSO-related services currently provided by the LACDPW 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 SOW Program. The CSMD shall also be responsible for correcting structural deficiencies under the ACO Program. The cities will be conducting the capacity study of their collection systems, if necessary, and correcting identified hydraulic deficiencies. The matrix on Section 12.3 is a listing of the key elements of the SSMP and the roles for the CSMD and the City. By completing and signing this 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 City's and SMDs' SSMP. 36 T City of Rancho Palos Verdes 52 Sewer System Management Plan 12.2 LACDPW Sewer -Related Services to the 36 CSIVID Cities City CSMD ACO Program SMD Agreement Building and Safety Industrial Waste City Engineers *Population Agoura Hills x X x 20,537 Artesia x X x x 16,380 Baldwin Park x X 75,837 Bell Gardens x X x 44,054 Bellflower x x x 72,878 Bradbwy x X 855 Calabasas x x x 20,033 Carson x x x x x 89,730 Commerce x x x x x 12,568 Cudahy x x x 24,208 Diamond Bar x x x 56,287 Duarte x x x x 21,486 Glendora x x 49,415 Hawaiian Gardens x x x 14,779 Hidden Hills x x 1,875 Industry x x x 777 Irwindale x x x 1,446 La Canada Flintrid e x x x x 20,318 La Habra Heights x x 5,712 La Mirada x x x x x 46,783 Lakewood x x x x x 79,345 Lawndale x x x x 31,711 Lomita x x x x x 20,046 Malibu x x 12,575 Palos Verdes Estates x x 13,340 Paramount x x x 55,266 Rancho Palos Verdes x x x 41,145 Rolling Hills x x x 1,871 Rolling Hills Estates x x x x 7,676 Rosemead x x x 53,505 San Dimas x x x 64,980 Santa Clarita x x x 151,088 Santa Fe Springs x x x 17,438 South EI Monte x x 21,144 Temple City x x x x x 33,377 Walnut x x x 30,004 West Hollywood x x 35,716 Westlake Village I x x I x I x 1 8,368 TOTALS:j 36 36 1 2 1 16 1 27 1 6 1 1,274,553 *The population data was obtained from the year 2000 Census data. Individual cities should verify the accuracy of the above data. Through the General Services Agreement, a city can request County resources upon specific request. 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C �O c c, o U 0 U o Q% v 2 c Q o U •� m _ m m �. � 0.� m E a m o D- m a .� .S m E c o � a E C> E 9 E a O aD U co CO 2 Cl- o C.�Ua o 2 o U cn co �UUC7 o w o o 2OU C) o co cn M M M 'M � Q O W e0 N CO M W V' co lf7 co CO co f� W M W O W O 61 Q1 N O M D7 V O Lo O CO O I� O -1-1- a1 07 O O O O N O A 56 r;l C„ .y 2) A 56 r;l .y C 'L L L ^' ne, N N 0 O 4- � y� 0 U c) A 56 State Water Resources Control Board Order No. 2006-0003 Page 1 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 STATE WATER RESOURCES CONTROL BOARD ORDER NO. 2006-0003 STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State Water Resources Control Board, hereinafter referred to as "State Water Board", finds that: All federal and state agencies, municipalities, counties, districts, and other public entities that own or operate sanitary sewer systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly owned treatment facility in the State of California are required to comply with the terms of this Order. Such entities are hereinafter referred to as "Enrollees". 2. Sanitary sewer overflows (SSOs) are overflows from sanitary sewer systems of domestic wastewater, as well as industrial and commercial wastewater, depending on the pattern of land uses in the area served by the sanitary sewer system. SSOs often contain high levels of suspended solids, pathogenic organisms, toxic pollutants, nutrients, oxygen -demanding organic compounds, oil and grease and other pollutants. SSOs may cause a public nuisance, particularly when raw untreated wastewater is discharged to areas with high public exposure, such as streets or surface waters used for drinking, fishing, or body contact recreation. SSOs may pollute surface or ground waters, threaten public health, adversely affect aquatic life, and impair the recreational use and aesthetic enjoyment of surface waters. 3. Sanitary sewer systems experience periodic failures resulting in discharges that may affect waters of the state. There are many factors (including factors related to geology, design, construction methods and materials, age of the system, population growth, and system operation and maintenance), which affect the likelihood of an SSO. A proactive approach that requires Enrollees to ensure a system -wide operation, maintenance, and management plan is in place will reduce the number and frequency of SSOs within the state. This approach will in turn decrease the risk to human health and the environment caused by SSOs. 4. Major causes of SSOs include: grease blockages, root blockages, sewer line flood damage, manhole structure failures, vandalism, pump station mechanical failures, power outages, excessive storm or ground water inflow/infiltration, debris blockages, sanitary sewer system age and construction material failures, lack of proper operation and maintenance, insufficient capacity and contractor - caused damages. Many SSOs are preventable with adequate and appropriate facilities, source control measures and operation and maintenance of the sanitary sewer system. Al 58 State Water Resources Control Board Order No. 2006-0003 Page 2 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 SEWER SYSTEM MANAGEMENT PLANS 5. To facilitate proper funding and management of sanitary sewer systems, each Enrollee must develop and implement a system -specific Sewer System Management Plan (SSMP). To be effective, SSMPs must include provisions to provide proper and efficient management, operation, and maintenance of sanitary sewer systems, while taking into consideration risk management and cost benefit analysis. Additionally, an SSMP must contain a spill response plan that establishes standard procedures for immediate response to an SSO in a manner designed to minimize water quality impacts and potential nuisance conditions. 6. Many local public agencies in California have already developed SSMPs and implemented measures to reduce SSOs. These entities can build upon their existing efforts to establish a comprehensive SSMP consistent with this Order. Others, however, still require technical assistance and, in some cases, funding to improve sanitary sewer system operation and maintenance in order to reduce SSOs. 7. SSMP certification by technically qualified and experienced persons can provide a useful and cost-effective means for ensuring that SSMPs are developed and implemented appropriately. 8. It is the State Water Board's intent to gather additional information on the causes and sources of SSOs to augment existing information and to determine the full extent of SSOs and consequent public health and/or environmental impacts occurring in the State. 9. Both uniform SSO reporting and a centralized statewide electronic database are needed to collect information to allow the State Water Board and Regional Water Quality Control Boards (Regional Water Boards) to effectively analyze the extent of SSOs statewide and their potential impacts on beneficial uses and public health. The monitoring and reporting program required by this Order and the attached Monitoring and Reporting Program No. 2006-0003, are necessary to assure compliance with these waste discharge requirements (WDRs). 10. Information regarding SSOs must be provided to Regional Water Boards and other regulatory agencies in a timely manner and be made available to the public in a complete, concise, and timely fashion. 11. Some Regional Water Boards have issued WDRs or WDRs that serve as National Pollution Discharge Elimination System (NPDES) permits to sanitary sewer system owners/operators within their jurisdictions. This Order establishes minimum requirements to prevent SSOs. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, Regional Water Boards may issue more stringent or more A2 59 State Water Resources Control Board Order No. 2006-0003 Page 3 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 prescriptive WDRs for sanitary sewer systems. Upon issuance or reissuance of a Regional Water Board's WDRs for a system subject to this Order, the Regional Water Board shall coordinate its requirements with stated requirements within this Order, to identify requirements that are more stringent, to remove requirements that are less stringent than this Order, and to provide consistency in reporting. REGULATORY CONSIDERATIONS 12. California Water Code section 13263 provides that the State Water Board may prescribe general WDRs for a category of discharges if the State Water Board finds or determines that: • The discharges are produced by the same or similar operations; • The discharges involve the same or similar types of waste; • The discharges require the same or similar treatment standards; and • The discharges are more appropriately regulated under general discharge requirements than individual discharge requirements. This Order establishes requirements for a class of operations, facilities, and discharges that are similar throughout the state. 13. The issuance of general WDRs to the Enrollees will: a) Reduce the administrative burden of issuing individual WDRs to each Enrollee; b) Provide for a unified statewide approach for the reporting and database tracking of SSOs; c) Establish consistent and uniform requirements for SSMP development and implementation; d) Provide statewide consistency in reporting; and e) Facilitate consistent enforcement for violations. 14. The beneficial uses of surface waters that can be impaired by SSOs include, but are not limited to, aquatic life, drinking water supply, body contact and non - contact recreation, and aesthetics. The beneficial uses of ground water that can be impaired include, but are not limited to, drinking water and agricultural supply. Surface and ground waters throughout the state support these uses to varying degrees. 15. The implementation of requirements set forth in this Order will ensure the reasonable protection of past, present, and probable future beneficial uses of water and the prevention of nuisance. The requirements implement the water quality control plans (Basin Plans) for each region and take into account the environmental characteristics of hydrographic units within the state. Additionally, the State Water Board has considered water quality conditions that could reasonably be achieved through the coordinated control of all factors that affect A3 60 State Water Resources Control Board Order No. 2006-0003 Page 4 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 water quality in the area, costs associated with compliance with these requirements, the need for developing housing within California, and the need to develop and use recycled water. 16. The Federal Clean Water Act largely prohibits any discharge of pollutants from a point source to waters of the United States except as authorized under an NPDES permit. In general, any point source discharge of sewage effluent to waters of the United States must comply with technology-based, secondary treatment standards, at a minimum, and any more stringent requirements necessary to meet applicable water quality standards and other requirements. Hence, the unpermitted discharge of wastewater from a sanitary sewer system to waters of the United States is illegal under the Clean Water Act. In addition, many Basin Plans adopted by the Regional Water Boards contain discharge prohibitions that apply to the discharge of untreated or partially treated wastewater. Finally, the California Water Code generally prohibits the discharge of waste to land prior to the filing of any required report of waste discharge and the subsequent issuance of either WDRs or a waiver of WDRs. 17. California Water Code section 13263 requires a water board to, after any necessary hearing, prescribe requirements as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. The requirements shall, among other things, take into consideration the need to prevent nuisance. 18. California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. c. Occurs during, or as a result of, the treatment or disposal of wastes. 19. This Order is consistent with State Water Board Resolution No. 68-16 (Statement of Policy with Respect to Maintaining High Quality of Waters in California) in that the Order imposes conditions to prevent impacts to water quality, does not allow the degradation of water quality, will not unreasonably affect beneficial uses of water, and will not result in water quality less than prescribed in State Water Board or Regional Water Board plans and policies. 20. The action to adopt this General Order is exempt from the California Environmental Quality Act (Public Resources Code §21000 et seq.) because it is an action taken by a regulatory agency to assure the protection of the environment and the regulatory process involves procedures for protection of the environment. (Cal. Code Regs., tit. 14, §15308). In addition, the action to adopt A4 61 State Water Resources Control Board Order No. 2006-0003 Page 5 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 this Order is exempt from CEQA pursuant to Cal.Code Regs., title 14, §15301 to the extent that it applies to existing sanitary sewer collection systems that constitute "existing facilities" as that term is used in Section 15301, and §15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion of capacity. 21. The Fact Sheet, which is incorporated by reference in the Order, contains supplemental information that was also considered in establishing these requirements. 22. The State Water Board has notified all affected public agencies and all known interested persons of the intent to prescribe general WDRs that require Enrollees to develop SSMPs and to report all SSOs. 23. The State Water Board conducted a public hearing on February 8, 2006, to receive oral and written comments on the draft order. The State Water Board received and considered, at its May 2, 2006, meeting, additional public comments on substantial changes made to the proposed general WDRs following the February 8, 2006, public hearing. The State Water Board has considered all comments pertaining to the proposed general WDRs. IT IS HEREBY ORDERED, that pursuant to California Water Code section 13263, the Enrollees, their agents, successors, and assigns, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted hereunder, shall comply with the following: A. DEFINITIONS Sanitary sewer overflow (SSO) - Any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include: (i) Overflows or releases of untreated or partially treated wastewater that reach waters of the United States; (ii) Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and (iii) Wastewater backups into buildings and on private property that are caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system. 2. Sanitary sewer system — Any system of pipes, pump stations, sewer lines, or other conveyances, upstream of a wastewater treatment plant headworks used to collect and convey wastewater to the publicly owned treatment facility. Temporary storage and conveyance facilities (such as vaults, temporary piping, construction trenches, wet wells, impoundments, tanks, etc.) are considered to be part of the sanitary sewer system, and discharges into these temporary storage facilities are not considered to be SSOs. A5 62 State Water Resources Control Board Order No. 2006-0003 Page 6 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 For purposes of this Order, sanitary sewer systems include only those systems owned by public agencies that are comprised of more than one mile of pipes or sewer lines. 3. Enrollee - A federal or state agency, municipality, county, district, and other public entity that owns or operates a sanitary sewer system, as defined in the general WDRs, and that has submitted a complete and approved application for coverage under this Order. 4. SSO Reporting System — Online spill reporting system that is hosted, controlled, and maintained by the State Water Board. The web address for this site is http://ciwgs.waterboards.ca.gov. This online database is maintained on a secure site and is controlled by unique usernames and passwords. 5. Untreated or partially treated wastewater — Any volume of waste discharged from the sanitary sewer system upstream of a wastewater treatment plant headworks. 6. Satellite collection system — The portion, if any, of a sanitary sewer system owned or operated by a different public agency than the agency that owns and operates the wastewater treatment facility to which the sanitary sewer system is tributary. 7. Nuisance - California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. c. Occurs during, or as a result of, the treatment or disposal of wastes. B. APPLICATION REQUIREMENTS Deadlines for Application — All public agencies that currently own or operate sanitary sewer systems within the State of California must apply for coverage under the general WDRs within six (6) months of the date of adoption of the general WDRs. Additionally, public agencies that acquire or assume responsibility for operating sanitary sewer systems after the date of adoption of this Order must apply for coverage under the general WDRs at least three (3) months prior to operation of those facilities. 2. Applications under the general WDRs — In order to apply for coverage pursuant to the general WDRs, a legally authorized representative for each agency must submit a complete application package. Within sixty (60) days of adoption of the general WDRs, State Water Board staff will send specific instructions on how to A6 63 State Water Resources Control Board Order No. 2006-0003 Page 7 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 apply for coverage under the general WDRs to all known public agencies that own sanitary sewer systems. Agencies that do not receive notice may obtain applications and instructions online on the Water Board's website. 3. Coverage under the general WDRs — Permit coverage will be in effect once a complete application package has been submitted and approved by the State Water Board's Division of Water Quality. C. PROHIBITIONS 1. Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited. 2. Any SSO that results in a discharge of untreated or partially treated wastewater that creates a nuisance as defined in California Water Code Section 13050(m) is prohibited. D. PROVISIONS 1. The Enrollee must comply with all conditions of this Order. Any noncompliance with this Order constitutes a violation of the California Water Code and is grounds for enforcement action. 2. It is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with the general WDRs. Nothing in the general WDRs shall be: (i) Interpreted or applied in a manner inconsistent with the Federal Clean Water Act, or supersede a more specific or more stringent state or federal requirement in an existing permit, regulation, or administrative/judicial order or Consent Decree; (ii) Interpreted or applied to authorize an SSO that is illegal under either the Clean Water Act, an applicable Basin Plan prohibition or water quality standard, or the California Water Code; (iii) Interpreted or applied to prohibit a Regional Water Board from issuing an individual NPDES permit or WDR, superseding this general WDR, for a sanitary sewer system, authorized under the Clean Water Act or California Water Code; or (iv) Interpreted or applied to supersede any more specific or more stringent WDRs or enforcement order issued by a Regional Water Board. 3. The Enrollee shall take all feasible steps to eliminate SSOs. In the event that an SSO does occur, the Enrollee shall take all feasible steps to contain and mitigate the impacts of an SSO. 4. In the event of an SSO, the Enrollee shall take all feasible steps to prevent untreated or partially treated wastewater from discharging from storm drains into A7 64 State Water Resources Control Board Order No. 2006-0003 Page 8 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 flood control channels or waters of the United States by blocking the storm drainage system and by removing the wastewater from the storm drains. 5. All SSOs must be reported in accordance with Section G of the general WDRs. 6. In any enforcement action, the State and/or Regional Water Boards will consider the appropriate factors under the duly adopted State Water Board Enforcement Policy. And, consistent with the Enforcement Policy., the State and/or Regional Water Boards must consider the Enrollee's efforts to contain, control, and mitigate SSOs when considering the California Water Code Section 13327 factors. In assessing these factors, the State and/or Regional Water Boards will also consider whether: (i) The Enrollee has complied with the requirements of this Order, including requirements for reporting and developing and implementing a SSMP; (ii) The Enrollee can identify the cause or likely cause of the discharge event; (iii) There were no feasible alternatives to the discharge, such as temporary storage or retention of untreated wastewater, reduction of inflow and infiltration, use of adequate backup equipment, collecting and hauling of untreated wastewater to a treatment facility, or an increase in the capacity of the system as necessary to contain the design storm event identified in the SSMP. It is inappropriate to consider the lack of feasible alternatives, if the Enrollee does not implement a periodic or continuing process to identify and correct problems. (iv)The discharge was exceptional, unintentional, temporary, and caused by factors beyond the reasonable control of the Enrollee; (v) The discharge could have been prevented by the exercise of reasonable control described in a certified SSMP for: • Proper management, operation and maintenance; • Adequate treatment facilities, sanitary sewer system facilities, and/or components with an appropriate design capacity, to reasonably prevent SSOs (e.g., adequately enlarging treatment or collection facilities to accommodate growth, infiltration and inflow (1/1), etc.); • Preventive maintenance (including cleaning and fats, oils, and grease (FOG) control); • Installation of adequate backup equipment; and • Inflow and infiltration prevention and control to the extent practicable. (vi)The sanitary sewer system design capacity is appropriate to reasonably prevent SSOs. �e State Water Resources Control Board Order No. 2006-0003 Page 9 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) The Enrollee took all reasonable steps to stop and mitigate the impact of the discharge as soon as possible. 7. When a sanitary sewer overflow occurs, the Enrollee shall take all feasible steps and necessary remedial actions to 1) control or limit the volume of untreated or partially treated wastewater discharged, 2) terminate the discharge, and 3) recover as much of the wastewater discharged as possible for proper disposal, including any wash down water. The Enrollee shall implement all remedial actions to the extent they may be applicable to the discharge and not inconsistent with an emergency response plan, including the following: (i) Interception and rerouting of untreated or partially treated wastewater flows around the wastewater line failure; (ii) Vacuum truck recovery of sanitary sewer overflows and wash down water; (iii) Cleanup of debris at the overflow site, (iv) System modifications to prevent another SSO at the same location; (v) Adequate sampling to determine the nature and impact of the release; and (vi) Adequate public notification to protect the public from exposure to the SSO. 8. The Enrollee shall properly, manage, operate, and maintain all parts of the sanitary sewer system owned or operated by the Enrollee, and shall ensure that the system operators (including employees, contractors, or other agents) are adequately trained and possess adequate knowledge, skills, and abilities. 9. The Enrollee shall allocate adequate resources for the operation, maintenance, and repair of its sanitary sewer system, by establishing a proper rate structure, accounting mechanisms, and auditing procedures to ensure an adequate measure of revenues and expenditures. These procedures must be in compliance with applicable laws and regulations and comply with generally acceptable accounting practices. 10. The Enrollee shall provide adequate capacity to convey base flows and peak flows, including flows related to wet weather events. Capacity shall meet or exceed the design criteria as defined in the Enrollee's System Evaluation and Capacity Assurance Plan for all parts of the sanitary sewer system owned or operated by the Enrollee. 11. The Enrollee shall develop and implement a written Sewer System Management Plan (SSMP) and make it available to the State and/or Regional Water Board upon request. A copy of this document must be publicly available at the Enrollee's office and/or available on the Internet. This SSMP must be approved by the Enrollee's governing board at a public meeting. �e 0 State Water Resources Control Board Order No. 2006-0003 Page 10 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 12. In accordance with the California Business and Professions Code sections 6735, 7835, and 7835. 1, all engineering and geologic evaluations and judgments shall be performed by or under the direction of registered professionals competent and proficient in the fields pertinent to the required activities. Specific elements of the SSMP that require professional evaluation and judgments shall be prepared by or under the direction of appropriately qualified professionals, and shall bear the professional (s)' signature and stamp. 13. The mandatory elements of the SSMP are specified below. However, if the Enrollee believes that any element of this section is not appropriate or applicable to the Enrollee's sanitary sewer system, the SSMP program does not need to address that element. The Enrollee must justify why that element is not applicable. The SSMP must be approved by the deadlines listed in the SSMP Time Schedule below. Sewer System Management Plan (SSMP) (i) Goal: The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system. This will help reduce and prevent SSOs, as well as mitigate any SSOs that do occur. (ii) Organization: The SSMP must identify: (a) The name of the responsible or authorized representative as described in Section J of this Order. (b) The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of authority through an organization chart or similar document with a narrative explanation; and (c) The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and/or State Office of Emergency Services (OES)). (iii) Legal Authority: Each Enrollee must demonstrate, through sanitary sewer system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to: (a) Prevent illicit discharges into its sanitary sewer system (examples may include 1/I, stormwater, chemical dumping, unauthorized debris and cut roots, etc.); A10 67 State Water Resources Control Board Order No. 2006-0003 Page 11 of 20 Statewide General WDR For Wastewater Collection. Agencies 5/2/06 (b) Require that sewers and connections be properly designed and constructed; (c) Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the Public Agency; (d) Limit the discharge of fats, oils, and grease and other debris that may cause blockages, and (e) Enforce any violation of its sewer ordinances. (iv) Operation and Maintenance Program. The SSMP must include those elements listed below that are appropriate and applicable to the Enrollee's system: (a) Maintain an up-to-date map of the sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater conveyance facilities; (b) Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventative Maintenance (PM) program should have a system'to document scheduled and conducted activities, such as work orders; (c) Develop a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and long- term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan; (d) Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; and A11 68 State Water Resources Control Board Order No. 2006-0003 Page 12 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (e) Provide equipment and replacement part inventories, including identification of critical replacement parts. (v) Design and Performance Provisions: (a) Design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and (b) Procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects. (vi) Overflow Emergency Response Plan - Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minimum, this plan must include the following: (a) Proper notification procedures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner; (b) A program to ensure an appropriate response to all overflows; (c) Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e.g. health agencies, Regional Water Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters of the State in accordance with the MRP. All SSOs shall be reported in accordance with this MRP, the California Water Code, other State Law, and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP should identify the officials who will receive immediate notification; (d) Procedures to ensure that appropriate staff and contractor personnel are aware of and follow the Emergency Response Plan and are appropriately trained; (e) Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and (f) A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the United States and to minimize or correct any adverse impact on the environment resulting from the SSOs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge. Al2 69 State Water Resources Control Board Order No. 2006-0003 Page 13 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) FOG Control Program: Each Enrollee shall evaluate its service area to determine whether a FOG control program is needed. If an Enrollee determines that a FOG program is not needed, the Enrollee must provide justification for why it is not needed. If FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. This plan shall include the following as appropriate: (a) An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG; (b) A plan and schedule for the disposal of FOG generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed to adequately dispose of FOG generated within a sanitary sewer system service area; (c) The legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG; (d) Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, BMP requirements, record keeping and reporting requirements; (e) Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the FOG ordinance; (f) An identification of sanitary sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and (g) Development and implementation of source control measures for all sources of FOG discharged to the sanitary sewer system for each section identified in (f) above. (viii) System Evaluation and Capacity Assurance Plan: The Enrollee shall prepare and implement a capital improvement plan (CIP) that will provide hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions, as well as the appropriate design storm'or wet weather event. At a minimum, the plan must include: (a) Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency. The evaluation must provide estimates of peak flows (including flows from SSOs A13 70 State Water Resources Control Board Order No. 2006-0003 Page 94 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 that escape from the system) associated with conditions similar to those causing overflow events, estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events; (b) Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; and (c) Capacity Enhancement Measures: The steps needed to establish a short- and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, 1/1 reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding. (d) Schedule: The Enrollee shall develop a schedule of completion dates for all portions of the capital improvement program developed in (a) -(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements as described in Section D. 14. (ix) Monitoring, Measurement, and Program Modifications: The Enrollee shall: (a) Maintain relevant information that can be used to establish and prioritize appropriate SSMP activities; (b) Monitor the implementation and, where appropriate, measure the effectiveness of each element of the SSMP; (c) Assess the success of the preventative maintenance program; (d) Update program elements, as appropriate, based on monitoring or performance evaluations; and (e) Identify and illustrate SSO trends, including: frequency, location, and volume. (x) SSMP Program Audits - As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur every two years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiveness of the SSMP and the A14 71 State Water Resources Control Board Order No. 2006-0003 Page 15 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 Enrollee's compliance with the SSMP requirements identified in this subsection (D.13), including identification of any deficiencies in the SSMP and steps to correct them. (xi) Communication Program — The Enrollee shall communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented. The Enrollee shall also create a plan of communication with systems that are tributary and/or satellite to the Enrollee's sanitary sewer system. 14. Both the SSMP and the Enrollee's program to implement the SSMP must be certified by the Enrollee to be in compliance with the requirements set forth above and must be presented to the Enrollee's governing board for approval at a public meeting. The Enrollee shall certify that the SSMP, and subparts thereof, are in compliance with the general WDRs within the time frames identified in the time schedule provided in subsection D.15, below. In order to complete this certification, the Enrollee's authorized representative must complete the certification portion in the Online SSO Database Questionnaire by checking the appropriate milestone box, printing and signing the automated form, and sending the form to: State Water Resources Control Board Division of Water Quality Attn: SSO Program Manager P.O. Box 100 Sacramento, CA 95812 The SSMP must be updated every five (5) years, and must include any significant program changes. Re -certification by the governing board of the Enrollee is required in accordance with D.14 when significant updates to the SSMP are made. To complete the re -certification process, the Enrollee shall enter the data in the Online SSO Database and mail the form to the State Water Board, as described above. 15. The Enrollee shall comply with these requirements according to the following schedule. This time schedule does not supersede existing requirements or time schedules associated with other permits or regulatory requirements. A15 72 State Water Resources Control Board Order No. 2006-0003 Page 16 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 Sewer System Management Plan Time Schedule Task and Completion Date Associated Section Population > Population Population Population < 100,000 between 100,000 between 10,000 2,500 and 10,000 and 2,500 Application for Permit Coverage 6 months after WDRs Adoption Section C Reporting Program 6 months after WDRs Adoption ' Section G SSMP Development 9 months after 12 months afte 15 months after 18 months after Plan and Schedule WDRs Adoption z WDRs Adoption WDRs WDRs Nos ecific Section Ado tion2 Ado tion2 Goals and Organization Structure 12 months after WDRs Adoption 18 months after WDRs Adoption Section D 13 i & ii Overflow Emergency Response Program Section D 13 vi Legal Authority Section D 13 iii 24 months after 30 months after 36 months after 39 months after Operation and Maintenance Program WDRs Adoption WDRs Adoption WDRs Adoption2 WDRs Adoption2 Section D 13 iv Grease Control Program Section D 13 vii Design and Performance Section D 13 v System Evaluation and Capacity Assurance Plan 36 months after 39 months after 48 months after 51 months after Section D 13 viii WDRs Adoption WDRs Adoption WDRs Adoption WDRs Adoption Final SSMP, incorporating all of the SSMP requirements Section D 13 A16 73 State Water Resources Control Board Order No. 2006-0003 Page 17 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 In the event that by July 1, 2006 the Executive Director is able to execute a memorandum of agreement (MOA) with the California Water Environment Association (CWEA) or discharger representatives outlining a strategy and time schedule for CWEA or another entity to provide statewide training on the adopted monitoring program, SSO database electronic reporting, and SSMP development, consistent with this Order, then the schedule of Reporting Program Section G shall be replaced with the following schedule: Reporting Program Section G Regional Boards 4, 8, 8 months after WDRs Adoption and 9 Regional Boards 1, 2, 12 months after WDRs Adoption and 3 Regional Boards 5, 6, 16 months after WDRs Adoption and 7 If this MOU is not executed by July 1, 2006, the reporting program time schedule will remain six (6) months for all regions and agency size categories. 2. In the event that the Executive Director executes the MOA identified in note 1 by July 1, 2006, then the deadline for this task shall be extended by six (6) months. The time schedule identified in the MOA must be consistent with the extended time schedule provided by this note. If the MOA is not executed by July 1, 2006, the six (6) month time extension will not be granted. E. WDRs and SSMP AVAILABILITY 1. A copy of the general WDRs and the certified SSMP shall be maintained at appropriate locations (such as the Enrollee's offices, facilities, and/or Internet homepage) and shall be available to sanitary sewer system operating and maintenance personnel at all times. F. ENTRY AND INSPECTION 1. The Enrollee shall allow the State or Regional Water Boards or their authorized representative, upon presentation of credentials and other documents as may be required by law, to: a. Enter upon the Enrollee's premises where a regulated facility or activity is located or conducted, or where records are kept under the conditions of this Order; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Order; A17 74 State Water Resources Control Board Order No. 2006-0003 Page 18 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Order; and d. Sample or monitor at reasonable times, for the purposes of assuring compliance with this Order or as otherwise authorized by the California Water Code, any substances or parameters at any location. G. GENERAL MONITORING AND REPORTING REQUIREMENTS The Enrollee shall furnish to the State or Regional Water Board, within a reasonable time, any information that the State or Regional Water Board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this Order. The Enrollee shall also furnish to the Executive Director of the State Water Board or Executive Officer of the applicable Regional Water Board, upon request, copies of records required to be kept by this Order. 2. The Enrollee shall comply with the attached Monitoring and Reporting Program No. 2006-0003 and future revisions thereto, as specified by the Executive Director. Monitoring results shall be reported at the intervals specified in Monitoring and Reporting Program No. 2006-0003. Unless superseded by a specific enforcement Order for a specific Enrollee, these reporting requirements are intended to replace other mandatory routine written reports associated with SSOs. 3. All Enrollees must obtain SSO Database accounts and receive a "Username" and "Password" by registering through the California Integrated Water Quality System (CIWQS). These accounts will allow controlled and secure entry into the SSO Database. Additionally, within 30days of receiving an account and prior to recording spills into the SSO Database, all Enrollees must complete the "Collection System Questionnaire", which collects pertinent information regarding a Enrollee's collection system. The "Collection System Questionnaire" must be updated at least every 12 months. 4. Pursuant to Health and Safety Code section 5411.5, any person who, without regard to intent or negligence, causes or permits any untreated wastewater or other waste to be discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State, as soon as that person has knowledge of the discharge, shall immediately notify the local health officer of the discharge. Discharges of untreated or partially treated wastewater to storm drains and drainage channels, whether man-made or natural or concrete -lined, shall be reported as required above. Any SSO greater than 1,000 gallons discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State shall also be reported to the Office of Emergency Services pursuant to California Water Code section 13271. A18 75 State Water Resources Control Board Order No. 2006-0003 Page 19 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 H. CHANGE IN OWNERSHIP This Order is not transferable to any person or party, except after notice to the Executive Director. The Enrollee shall submit this notice in writing at least 30 days in advance of any proposed transfer. The notice must include a written agreement between the existing and new Enrollee containing a specific date for the transfer of this Order's responsibility and coverage between the existing Enrollee and the new Enrollee. This agreement shall include an acknowledgement that the existing Enrollee is liable for violations up to the transfer date and that the new Enrollee is liable from the transfer date forward. I. INCOMPLETE REPORTS If an Enrollee becomes aware that it failed to submit any relevant facts in any report required under this Order, the Enrollee shall promptly submit such facts or information by formally amending the report in the Online SSO Database. J. REPORT DECLARATION 1. All applications, reports, or information shall be signed and certified as follows: (i) All reports required by this Order and other information required by the State or Regional Water Board shall be signed and certified by a person designated, for a municipality, state, federal or other public agency, as either a principal executive officer or ranking elected official, or by a duly authorized representative of that person, as described in paragraph (ii) of this provision. (For purposes of electronic reporting, an electronic signature and accompanying certification, which is in compliance with the Online SSO database procedures, meet this certification requirement.) (ii) An individual is a duly authorized representative only if: (a) The authorization is made in writing by a person described in paragraph (i) of this provision; and (b) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity. K. CIVIL MONETARY REMEDIES FOR DISCHARGE VIOLATIONS 1. The California Water Code provides various enforcement options, including civil monetary remedies, for violations of this Order. 2. The California Water Code also provides that any person failing or refusing to furnish technical or monitoring program reports, as required under this Order, or A19 76 State Water Resources Control Board Order No. 2006-0003 Page 20 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 falsifying any information provided in the technical or monitoring reports is subject to civil monetary penalties. L. SEVERABILITY 1. The provisions of this Order are severable, and if any provision of this Order, or the application of any provision of this Order to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this Order, shall not be affected thereby. 2. This order does not convey any property rights of any sort or any exclusive privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, nor protect the Enrollee from liability under federal, state or local laws, nor create a vested right for the Enrollee to continue the waste discharge. x4ftVA[�i-t[oPl The undersigned Clerk to the State Water Board does hereby certify that the foregoing is a full, true, and correct copy of general WDRs duly and regularly adopted at a meeting of the State Water Resources Control Board held on May 2, 2006. AYE: Tam M. Doduc Gerald D. Secundy NO: Arthur G. Baggett ABSENT: None ABSTAIN: None Song Her Clerk to the Board A20 77 STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD ORDER NO. WQ 2013 -0058 -EXEC AMENDING MONITORING AND REPORTING PROGRAM FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State of California, Water Resources Control Board (hereafter State Water Board) finds: 1. The State Water Board is authorized to prescribe statewide general Waste Discharge Requirements (WDRs) for categories of discharges that involve. the same or similar operations and the same or similar types of waste pursuant to Water Code section 13263(i). 2. Water Code section 13193 et sec/. requires the Regional Water Quality Control Boards (Regional Water Boards) and the State Water Board (collectively, the Water Boards) to gather Sanitary Sewer Overflow (SSO) information and make this information available to the public, including but not limited to, SSO cause, estimated volume, location, date, time, duration, whether or not the SSO reached or may have reached waters of the state, response and corrective action taken, and an enrollee's contact information for each SSO event. An enrollee is defined as the public entity having legal authority over the operation and maintenance of, or capital improvements to; a sanitary sewer system greater than one mile in length. 3. Water Code section 13271, et seq. requires notification to the California Office of Emergency Services (Cal OES), formerly the California Emergency Management Agency, for certain unauthorized discharges, including SSOs. 4. On May 2, 2006, the State Water Board adopted Order 2006-0003-DWQ, Statewide Waste Discharge Requirements for Sanitary Sewer Systems"' (hereafter SSS WDRs) to comply with Water Code section 13193 and to establish the framework for the statewide SSO Reduction Program. 5. Subsection G.2 of the SSS WDRs and the Monitoring and Reporting Program (MRP) provide that the Executive Director may modify the terms of the MRP at any time. 6. On February 20, 2008, the State Water Board Executive Director adopted a revised MRP for the SSS WDRs to rectify early notification deficiencies and ensure that first responders are notified in a timely manner of SSOs discharged into waters of the state. 7. When notified of an SSO that reaches a drainage channel or surface water of the state, Cal OES, pursuant to Water Code section 13271(a)(3), forwards the SSO notification information to local government agencies and first responders including local public health officials and the applicable Regional Water Board. Receipt of notifications for a single SSO event from both the SSO reporter 1 Available for download at: http:/Iwww.waterboards.ca.gov/board decisions/adopted orders/waterguality/2006/wqo/wgo2006 0003.pdf 2 Cal OES Hazardous Materials Spill Reports available Online at. http://w3.calema.ca.gov/operational/malhaz.nsf/$defaultview and http:/lw3.calema:ca.gov/operational/malhaz.nsf A21 7 REVISED 09/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 2 of 2 Statewide Waste Discharge Requirements for Sanitary Sewer Systems and Cal OES is duplicative. To address this, the SSO notification requirements added by the February 20, 2008 MRP revision are being removed in this MRP revision. 8. In the February 28, 2008 Memorandum of Agreement between the State Water Board and the California Water and Environment Association (CWEA), the State Water Board committed to re- designing the CIWQS3 Online SSO Database to allow "event" based SSO reporting versus the original "location" based reporting. Revisions to this MRP and accompanying changes to the CIWQS Online 'SSO Database will implement this change by allowing for multiple SSO appearance points to be associated with each SSO event caused by a single asset failure. 9. Based on stakeholder input and Water Board staff experience implementing the SSO Reduction Program, SSO categories have been revised in this MRP. In the prior version of the MRP, SSOs have been categorized as Category 1 or Category 2. This MRP implements changes to SSO categories by adding a Category 3 SSO type. This change will improve data management to further assist Water Board staff with evaluation of high threat and low threat SSOs by placing them in unique categories (i.e., Category 1 and Category 3, respectively). This change will also assist enrollees in identifying SSOs that require Cal OES notification. 10. Based on over six years of implementation of the SSS WDRs, the State Water Board concludes that the February 20, 2008 MRP must be updated to better advance the SSO Reduction Program4 objectives, assess compliance, and enforce the requirements of the SSS WDRs. IT IS HEREBY ORDERED THAT: Pursuant to the authority delegated by Water Code section 13267(0, Resolution 2002-0104, and Order 2006-0003-DWQ, the MRP for the SSS WDRs (Order 2006-0003-DWQ) is hereby amended as shown in Attachment A and shall be effective on September 9, 2013. Date homas Howard Executive Director 3 California Integrated Water Quality System (CIWQS) publicly available at htto:/Iwww,waterboard s.ca.gov/ciwc�s/pu bli creports.shtm I 4 Statewide Sanitary Sewer Overflow Reduction Program information is available at: http://www.waterboards,c&gov/water issues/aroaramsisso/ A22 %Q REVISED 09/1SA3 ATTACHMENT A STATE WATER RESOURCES CONTROL BOARD ORDER NO. WQ 2013 -0058 -EXEC AMENDING MONITORING AND REPORTING PROGRAM FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS This Monitoring and Reporting Program (MRP) establishes monitoring, record keeping, reporting and public notification requirements for Order 2006-0003-DWQ, "Statewide General Waste Discharge Requirements for Sanitary Sewer Systems" (SSS WDRs). This MRP shall be effective from.September 9, 2013 until it is rescinded. The Executive Director may make revisions to this MRP at any time. These revisions may include a reduction or increase in the monitoring and reporting requirements. All site specific records and data developed pursuant to the SSS WDRs and this MRP shall be complete, accurate, and justified by evidence maintained by the enrollee. Failure to comply with this MRP may subject an enrollee to civil liabilities of up to $5,000 a day per violation pursuant to Water Code section 13350; up to $1,000 a day per violation pursuant to Water Code section 13268; or referral to the Attorney General for judicial civil enforcement. The State Water Resources Control Board (State Water Board) reserves the right to take any further enforcement action authorized by law. A. SUMMARY OF MRP REQUIREMENTS Table 1 — Spill Categories and Definitions A23 80 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Statewide Waste Discharge Requirements for Sanitary Sewer Systems Page 2 of 11 Table 2 — Notification, Reporting, Monitoring, and Record Keeping Requirements Category 1 SSO: Submit draft report within three Enter data into the CIWQS Online business days of becoming aware of the SSO and SSO Database certify within, 15 calendar days of SSO end date.(http://ciwgs.waterboards.ca.gov/), Category 2 SSO: Submit draft report within 3 certified by enrollee's Legally business days of becoming aware of the SSO and Responsible Official(s). certify within 15 calendar days of the SSO end date. Category 3 SSO: Submit certified report within 30 calendar days of the end of month in which SSO the occurred. • SSO Technical Report: Submit within 45 calendar days; after the end date of any Category 1 SSO in which 50,000 gallons or greater are spilled to surface waters. • "No Spill" Certification: Certify that no SSOs occurred: within 30 calendar days of the end of the month or, if reporting quarterly, the quarter in which no SSOs occurred. • Collection System Questionnaire: Update and certify every 12 months: • SSO event records. Self-maint • Records documenting Sanitary Sewer available d Management Plan (SSMP) implementation and upon requ( changes/updates to the SSMP • Records to document Water Quality Monitoring for SSOs of 50,000 gallons or greater spilled to surface waters. • Collection system telemetry records if relied upon to document and/or estimate SSO Volume. A24 81 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 3 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems B. NOTIFICATION REQUIREMENTS Although Regional Water Quality Control Boards (Regional Water Boards) and the State Water Board (collectively, the Water Boards) staff do not have duties as first responders, this MRP is an appropriate mechanism to ensure that the agencies that have first responder duties are notified in a timely manner in order to protect public health and beneficial uses. For any Category 1 SSO greater than or equal to 1.000 gallons that results in a discharge to a surface water or spilled in a location where it probably will be discharged to surface water, either directly or by way of a drainage channel or MS4, the enrollee shall, as soon as possible, but not later than two (2) hours after (A) the enrollee has knowledge of the discharge, (B) notification is possible, and (C) notification can be provided without substantially impeding cleanup or other emergency measures, notify the Cal OES and obtain a notification control number. 2. To satisfy notification requirements for each applicable SSO, the enrollee shall provide the information requested by Cal OES before receiving a control number. Spill information requested by Cal OES may include: i. Name of person notifying Cal OES and direct return phone number. ii. Estimated SSO volume discharged (gallons). iii. If ongoing, estimated SSO discharge rate (gallons per minute). iv. SSO Incident Description: a. Brief narrative. b. On -scene point of contact for additional information (name and cell phone number). c. Date and time enrollee became aware of the SSO. d. Name of sanitary sewer system agency causing the SSO. e. SSO cause (if known). v. Indication of whether the SSO has been contained. vi. Indication of whether surface water is impacted. vii. Name of surface water impacted by the SSO, if applicable. viii. Indication of whether a drinking water supply is or may be impacted by the SSO. ix. Any other known SSO impacts. x. SSO incident location (address, city, state, and zip code). 3. Following the initial notification to Cal OES and until such time that an enrollee certifies the SSO report in the CIWQS Online SSO Database, the enrollee shall provide updates to Cal OES regarding substantial changes to the estimated volume of untreated or partially treated sewage discharged and any substantial change(s) to known impact(s). 4. PLSDs: The enrollee is strongly encouraged to notify Cal OES of discharges greater than or equal to 1,000 gallons of untreated or partially treated wastewater that result or may result in a discharge to surface water resulting from failures or flow conditions within a privately owned sewer lateral or from other private sewer asset(s) if the enrollee becomes aware of the PLSD. A25 82 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2093 -0058 -EXEC Page 4 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems C. REPORTING REQUIREMENTS 1. CIWQS Online SSO Database Account: All enrollees shall obtain a CIWQS Online SSO Database account and receive a "Username" and "Password" by registering through CIWQS. These accounts allow controlled and secure entry into the CIWQS Online SSO Database. 2. SSO Mandatory Reporting Information: For reporting purposes, if one SSO event results in multiple appearance points in a sewer system asset, the enrollee shall complete one SSO report in the CIWQS Online SSO Database which includes the GPS coordinates for the location of the SSO appearance point closest to the failure point, blockage or location of the flow condition that caused the SSO, and provide descriptions of the locations of all other discharge points associated with the SSO event. 3. SSO Categories i. Category 1 — Discharges of untreated or partially treated wastewater of any volume resulting from an enrollee's sanitary sewer system failure or flow condition that: a. Reach surface water and/or reach a drainage channel tributary to a surface water; or b. Reach a MS4 and are not fully captured and returned to the sanitary sewer system or not otherwise captured and disposed of properly. Any volume of wastewater not recovered from the MS4 is considered to have reached surface water unless the storm drain system discharges to a dedicated storm water or groundwater infiltration basin (e.g., infiltration pit, percolation pond). ii. Category 2 — Discharges of untreated or partially treated wastewater greater than or equal to 1,000 ,gallons resulting from an enrollee's sanitary sewer system failure or flow condition that does not reach a surface water, a drainage channel, or the MS4 unless the entire SSO volume discharged to the storm drain system is fully recovered and disposed of properly. iii. Category 3 — All other discharges of untreated or partially treated wastewater resulting from an enrollee's sanitary sewer system failure or flow condition. 4. Sanitary Sewer Overflow Reporting to CIWQS - Timeframes i. Category 1 and Category 2 SSOs — All SSOs that meet the above criteria for Category 1 or Category 2 SSOs shall be reported to the CIWQS Online SSO Database: a. Draft reports for Category 1 and Category 2 SSOs shall be submitted to the CIWQS Online SSO Database within three (3) business days of the enrollee becoming aware of the SSO. Minimum information that shall be reported in a draft Category 1 SSO report shall include all information identified in section 8.i.a. below. Minimum information that shall be reported in a Category 2 SSO draft report shall include all information identified in section 8.i.c below. b. A final Category 1 or Category 2 SSO report shall be certified through the CIWQS Online SSO Database within 15 calendar days of the end date of the SSO. Minimum information that shall be certified in the final Category 1 SSO report shall include all information identified in section 8.i.b below. Minimum information that shall be certified in a final Category 2 SSO report shall include all information identified in section 8.i.d below. A26 83 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 5 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems Category 3 SSOs — All SSOs that meet the above criteria for Category 3 SSOs shall be reported to the CIWQS Online SSO Database and certified within 30 calendar days after the end of the calendar month in which the SSO occurs (e.g., all Category 3 SSOs occurring in the month of February shall be entered into the database and certified by March 30). Minimum information that shall be certified in a final Category 3 SSO report shall include all information identified in section 8.i.e below. iii. "No Spill" Certification — If there are no SSOs during the calendar month, the enrollee shall either 1) certify, within 30 calendar days after the end of each calendar month, a "No Spill" certification statement in the CIWQS Online SSO Database certifying that there were no SSOs for the designated month, or 2) certify, quarterly within 30 calendar days after the end of each quarter, "No Spill" certification statements in the CIWQS Online SSO Database certifying that there were no SSOs for each month in the quarter being reported on. For quarterly reporting, the quarters are Q1 - January/ February/ March, Q2 - April/May/June, Q3 - July/August/September, and Q4 - October/November/December. If there are no SSOs during a calendar month but the enrollee reported a PLSD, the enrollee shall still certify a "No Spill" certification statement for that month. iv. Amended SSO Reports — The enrollee may update or add additional information to a certified SSO report within 120 calendar days after the SSO end date by amending the report or by adding an attachment to the SSO report in the CIWQS Online SSO Database. SSO reports certified in the CIWQS Online SSO Database prior to the adoption date of this MRP may only be amended up to 120 days after the effective date of this MRP. After 120 days, the enrollee may contact the SSO Program Manager to request to amend an SSO report if the enrollee also submits justification for why the additional information was not available prior to the end of the 120 days. 5. SSO Technical Report The enrollee shall submit an SSO Technical Report in the CIWQS Online SSO Database within 45 calendar days of the SSO end date for any SSO in which 50,000 gallons or greater are spilled to surface waters. This report, which does not preclude the Water Boards from requiring more detailed analyses if requested, shall include at a minimum, the following: i. Causes and Circumstances of the SSO: a. Complete and detailed explanation of how and when the SSO was discovered. b. Diagram showing the SSO failure point, appearance point(s), and final destination(s). c. Detailed description of the methodology employed and available data used to calculate the volume of the SSO and, if applicable, the SSO volume recovered. d. Detailed description of the cause(s) of the SSO. e. Copies of original field crew records used to document the SSO. Historical maintenance records for the failure location. ii. Enrollee's Response to SSO: a. Chronological narrative description of all actions taken by enrollee to terminate the Spill. b. Explanation of how the SSMP Overflow Emergency Response plan was implemented to respond to and mitigate the SSO. A27 84 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 6 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems Final corrective action(s) completed and/or planned to be completed, including a schedule for actions not yet completed. iii. Water Quality Monitoring: a. Description of all water quality sampling activities conducted including analytical results and evaluation of the results. b. Detailed location map illustrating all water quality sampling points. 6. PLSDs Discharges of untreated or partially treated wastewater resulting from blockages or other problems within a privately owned sewer lateral connected to the enrollee's sanitary sewer system or from other private sanitary sewer system assets may be voluntarily reported to the CIWQS Online SSO Database. The enrollee is also encouraged to provide notification to Cal OES per section B above when a PLSD greater than or equal to 1,000 gallons has or may result in a discharge to surface water. For any PLSD greater than or equal to 1,000 gallons regardless of the spill destination, the enrollee is also encouraged to file a spill report as required by Health and Safety Code section 5410 et. seq. and Water Code section 13271, or notify the responsible party that notification and reporting should be completed as specified above and required by State law. ii. If a PLSD is recorded in the CIWQS Online SSO Database, the enrollee must identify the sewage discharge as occurring and caused by a private sanitary sewer system asset and should identify a responsible party (other than the enrollee), if known. Certification of PLSD reports by enrollees is not required. 7. CIWQS Online SSO Database Unavailability In the event that the CIWQS Online SSO Database is not available, the enrollee must fax or e-mail all required information to the appropriate Regional Water Board office in accordance with the time schedules identified herein. In such event, the enrollee must also enter all required information into the CIWQS Online SSO Database when the database becomes available. 8. Mandatory Information to be Included in CIWQS Online SSO Reporting All enrollees shall obtain a CIWQS Online SSO Database account and receive a "Username" and "Password" by registering through CIWQS which can be reached at CIWQS(a)-waterboards.ca.gov or by calling (866) 792-4977, M -F, 8 A.M. to 5 P.M. These accounts will allow controlled and secure entry into the CIWQS Online SSO Database. Additionally, within thirty (30) days of initial enrollment and prior to recording SSOs into the CIWQS Online SSO Database, all enrollees must complete a Collection System Questionnaire (Questionnaire). The Questionnaire shall be updated at least once every 12 months. i. SSO Reports At a minimum, the following mandatory information shall be reported prior to finalizing and certifying an SSO report for each category of SSO: A28 85 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 7 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems a. Draft Category 1 SSOs: At a minimum, the following mandatory information shall be reported for a draft Category 1 SSO report: 1. SSO Contact Information: Name and telephone number of enrollee contact person who can answer specific questions about the SSO being reported. 2. SSO Location Name. 3. Location of the overflow event (SSO) by entering GPS coordinates. If a single overflow event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the SSO appearance point explanation field. 4. Whether or not the SSO reached surface water, a drainage channel, or entered and was discharged from a drainage structure. 5. Whether or not the SSO reached a municipal separate storm drain system. 6. Whether or not the total SSO volume that reached a municipal separate storm drain system was fully recovered. 7. Estimate of the SSO volume, inclusive of all discharge point(s). 8. Estimate of the SSO volume that reached surface water, a drainage channel, or was not recovered from a storm drain. 9. Estimate of the SSO volume recovered (if applicable). 10. Number of SSO appearance point(s). 11. Description and location of SSO appearance point(s). If a single sanitary sewer system failure results in multiple SSO appearance points, each appearance point must be described. 12. SSO start date and time. 13. Date and time the enrollee was notified of, or self -discovered, the SSO. 14. Estimated operator arrival time. 15. For spills greater than or equal to 1,000 gallons, the date and time Cal OES was called. 16. For spills greater than or equal to 1,000 gallons, the Cal OES control number. b. Certified Category 1 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 1 SSO report, in addition to all fields in section 8.i.a : 1. Description of SSO destination(s). 2. SSO end date and time. 3. SSO causes (mainline blockage, roots, etc.). 4. SSO failure point (main, lateral, etc.). 5. Whether or not the spill was associated with a storm event. 6. Description of spill corrective action, including steps planned or taken to reduce, eliminate, and prevent reoccurrence of the overflow; and a schedule of major milestones for those steps. 7. Description of spill response activities. 8. Spill response completion date. 9. Whether or not there is an ongoing investigation, the reasons for the investigation and the expected date of completion. A29 86 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 8 of 19 Statewide Waste Discharge Requirements for Sanitary Sewer Systems 10. Whether or not a beach closure occurred or may have occurred as a result of the SSO. 11. Whether or not health warnings were posted as a result of the SSO. 12. Name of beach(es) closed and/or impacted. If no beach was impacted, NA shall be selected. 13. Name of surface water(s) impacted. 14. If water quality samples were collected, identify parameters the water quality samples were analyzed for. If no samples were taken, NA shall be selected. 15. If water quality samples were taken, identify which regulatory agencies received sample results (if applicable). If no samples were taken, NA shall be selected. 16. Description of methodology(ies) and type of data relied upon for estimations of the SSO volume discharged and recovered. 17. SSO Certification: Upon SSO Certification, the CIWQS Online SSO Database will issue a final SSO identification (ID) number. c. Draft Category 2 SSOs: At a minimum, the following mandatory information shall be reported for a draft Category 2 SSO report: 1. Items 1-14 in section 8.i.a above for Draft Category 1 SSO. d. Certified Category 2 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 2 SSO report: 1. Items 1-14 in section 8.i.a above for Draft Category 1 SSO and Items 1-9, and 17 in section 8.i.b above for Certified Category 1 SSO. e. Certified Category 3 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 3 SSO report: 1. Items 1-14 in section 8.i.a above for Draft Category 1 SSO and Items 1-5, and 17 in section 8.i.b above for Certified Category 1 SSO. ii. Reporting SSOs to Other Regulatory Agencies These reporting requirements do not preclude an enrollee from reporting SSOs to other regulatory agencies pursuant to state law. In addition, these reporting requirements do not replace other Regional Water Board notification and reporting requirements for SSOs. iii. Collection System Questionnaire The required Questionnaire (see subsection G of the SSS WDRs) provides the Water Boards with site-specific information related to the enrollee's sanitary sewer system. The enrollee shall complete and certify the Questionnaire at least every 12 months to facilitate program implementation, compliance assessment, and enforcement response. iv. SSMP Availability The enrollee shall provide the publicly available internet web site address to the CIWQS Online SSO Database where a downloadable copy of the enrollee's approved SSMP, critical supporting documents referenced in the SSMP, and proof of local governing board approval of the SSMP is posted. If all of the SSMP documentation listed in this subsection is not publicly available on the Internet, the enrollee shall comply with the following procedure: A30 87 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 9 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems a. Submit an electronic copy of the enrollee's approved SSMP, critical supporting documents referenced in the SSMP, and proof of local governing board approval of the SSMP to the State Water Board, within 30 days of that approval and within 30 days of any subsequent SSMP re -certifications, to the following mailing address: State Water Resources Control Board Division of Water Quality Attn: SSO Program Manager 1001 1 Street, 15th Floor, Sacramento, CA 95814 D. WATER QUALITY MONITORING REQUIREMENTS: To comply with subsection D.7(v) of the SSS WDRs, the enrollee shall develop and implement an SSO Water Quality Monitoring Program to assess impacts from SSOs to surface waters in which 50,000 gallons or greater are spilled to surface waters. The SSO Water Quality Monitoring Program, shall, at a minimum: 1. Contain protocols for water quality monitoring. 2. Account for spill travel time in the surface water and scenarios where monitoring may not be possible (e.g. safety, access restrictions, etc.). 3. Require water quality analyses for ammonia and bacterial indicators to be performed by an accredited or certified laboratory. 4. Require monitoring instruments and devices used to implement the SSO Water Quality Monitoring Program to be properly maintained and calibrated, including any records to document maintenance and calibration, as necessary, to ensure their continued accuracy. 5. Within 48 hours of the enrollee becoming aware of the SSO, require water quality sampling for, at a minimum, the following constituents: i. Ammonia ii. Appropriate Bacterial indicator(s) per the applicable Basin Plan water quality objective or Regional Board direction which may include total and fecal coliform, enterococcus, and e -coli. E. RECORD KEEPING REQUIREMENTS: The following records shall be maintained by the enrollee for a minimum of five (5) years and shall be made available for review by the Water Boards during an onsite inspection or through an information request: 1. General Records: The enrollee shall maintain records to document compliance with all provisions of the SSS WDRs and this MRP for each sanitary sewer system owned including any required records generated by an enrollee's sanitary sewer system contractor(s). 2. SSO Records: The enrollee shall maintain records for each SSO event, including but not limited to: i. Complaint records documenting how the enrollee responded to all notifications of possible or actual SSOs, both during and after business hours, including complaints that do not A31 88 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 10 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems result in SSOs. Each complaint record shall, at a minimum, include the following information: a. Date, time, and method of notification. b. Date and time the complainant or informant first noticed the SSO. c. Narrative description of the complaint, including any information the caller can provide regarding whether or not the complainant or informant reporting the potential SSO knows if the SSO has reached surface waters, drainage channels or storm drains. d. Follow-up return contact information for complainant or informant for each complaint received, if not reported anonymously. e. Final resolution of the complaint. ii. Records documenting steps and/or remedial actions undertaken by enrollee, using all available information, to comply with section D.7 of the SSS WDRs. iii. Records documenting how all estimate(s) of volume(s) discharged and, if applicable, volume(s) recovered were calculated. 3. Records documenting all changes made to the SSMP since its last certification indicating when a subsection(s) of the SSMP was changed and/or updated and who authorized the change or update. These records shall be attached to the SSMP. 4. Electronic monitoring records relied upon for documenting SSO events and/or estimating the SSO volume discharged, including, but not limited to records from: i. Supervisory Control and Data Acquisition (SCADA) systems ii. Alarm system(s) iii. Flow monitoring device(s) or other instrument(s) used to estimate wastewater levels, flow rates and/or volumes. F. CERTIFICATION 1. All information required to be reported into the CIWQS Online SSO Database shall be certified by a person designated as described in subsection J of the SSS WDRs. This designated person is also known as a Legally Responsible Official (LRO). An enrollee may have more than one LRO. 2. Any designated person (i.e. an LRO) shall be registered with the State Water Board to certify reports in accordance with the CIWQS protocols for reporting. 3. Data Submitter (DS): Any enrollee employee or contractor may enter draft data into the CIWQS Online SSO Database on behalf of the enrollee if authorized by the LRO and registered with the State Water Board. However, only LROs may certify reports in CIWQS. 4. The enrollee shall maintain continuous coverage by an LRO. Any change of a registered LRO or DS (e.g., retired staff), including deactivation or a change to the LRO's or DS's contact information, shall be submitted by the enrollee to the State Water Board within 30 days of the change by calling (866) 792-4977 or e -mailing help(a�ciwgs.waterboards.ca.gov. A32 89 REVISED 09/10/13 Monitoring and Reporting Program Order No. WQ 2093 -0058 -EXEC Page 11 of 19 Statewide Waste Discharge Requirements for Sanitary Sewer Systems 5. A registered designated person (i.e., an LRO) shall certify all required reports under penalty of perjury laws of the state as stated in the CIWQS Online SSO Database at the time of certification. CERTIFICATION The undersigned Clerk to the Board does hereby certify that the foregoing is a full, true, and correct copy of an order amended by the Executive Director of the State Water Resources Control Board. Date J nine Townsend erk to the Board A33 90 REVISED 09/10/13 FACT SHEET STATE WATER RESOURCES CONTROL BOARD STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State Water Resources Control Board (State Water Board) adopted Resolution 2004-80 in November 2004, requiring staff to work with a diverse group of stakeholders (known as the SSO Guidance Committee) to develop a regulatory mechanism to provide a consistent statewide approach for reducing Sanitary Sewer Overflows (SSOs). Over the past 14 months, State Water Board staff in collaboration with the SSO Guidance Committee, developed draft statewide general waste discharge requirements (WDRs) and a reporting program. The WDRs and reporting program reflect numerous ideas, opinions, and comments provided by the SSO Guidance Committee. The SSO Guidance Committee consists of representatives from the State Water Board's Office of Chief Counsel, several Regional Water Quality Control Boards (Regional Water Boards), United States Environmental Protection Agency (USEPA), Region IX, non-governmental environmental organizations, as well as publicly -owned sanitary sewer collection system agencies. The draft WDRs, reporting program, and associated documents result from a collaborative attempt to create a robust and rigorous program, which will serve as the basis for consistent and appropriate management and operation of sanitary sewer systems. During the collaborative process, several key issues regarding the draft WDRs were identified. These include: • Is there a need for statewide collection system requirements? • Should these systems be regulated under a National Pollutant Discharge Elimination System (NPDES) permit issued pursuant to the Federal Clean Water Act or under WDRs issued pursuant to the California Water Code (the Porter -Cologne Water Quality Control Act or Porter -Cologne)? • Should the regulatory mechanism include a prohibition of discharge and, if so, should the prohibition encompass only SSOs that reach surface waters, ground water, or should all SSOs be prohibited? • Should a regulatory mechanism include a permitted discharge, an affirmative defense, or explicit enforcement discretion? • Should the regulated facilities include publicly -owned facilities, privately owned facilities, satellite systems (public and private), and/or private laterals? A34 91 Fact Sheet for Order No, 2006-0003 Page 2 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 • Should all SSOs be reported, and if not, what should the reporting thresholds be; and what should the reporting timeframes be? • How will existing permits and reporting requirements incorporate these new WDRs? • How much will compliance with these new WDRs cost? The WDRs and Reporting Program considered the comments of all stakeholders and others who commented on the two drafts circulated to the public. These documents also incorporate legal requirements and other revisions to improve the effectiveness and management of the regulatory program. Following is a discussion of the above issues, comments received on the drafts and an explanation of how issues were resolved. The Need As California's wastewater collection system infrastructure begins to age, the need to proactively manage this valuable asset becomes increasingly important. The first step in this process is to have a reliable reporting system for SSOs. Although there are some data systems to record spills and various spill -reporting requirements have been developed, inconsistent requirements and enforcement have led to poor data quality. A few Regional Water Boards have comprehensively tracked SSOs over the last three to five years, and from this information we have been able to determine that the majority of collection systems surveyed have had SSOs within this time period. Both the San Diego and Santa Ana Regional Water Boards have issued WDRs over the last several years to begin regulating wastewater collection systems in an attempt to quantify and reduce SSOs. In fact, 44 out of 46 collection system agencies regulated by the San Diego Regional Water Board have reported spills over the last four and a half years, resulting in 1467 reported SSOs. Twenty-five out of 27 collection system agencies subject to the Santa Ana Regional Water Board's general WDRs reported SSOs between the years of 1999-2004. During this time period, 1012 SSOs were reported. The 2004 Annual Ocean and Bay Water Quality Report issued by the Orange County Environmental Health Care Agency shows the number of SSOs increasing from 245 in 1999 to 399 in 2003. While this number indicates a concerning trend, the total annual spill volume from these SSOs has actually decreased dramatically, as has the number of beach closures due to SSOs. It is likely, therefore, that the rise in number of SSOs reflects better reporting, and not an actual increase in the number of SSOs. This information also suggests that the Santa Ana Regional Water Board's WDRs, which contain sanitary sewer management plan (SSMP) requirements similar to those in the proposed statewide general WDRs, have been effective in A35 92 Fact Sheet for Order No. 2006-0003 Page 3 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 not only increasing the number of spills that are reported but also in mitigating the impacts of SSOs that do occur. Data supports the conclusion that virtually all collection systems have SSOs and that implementation of a regulatory measure requiring SSO reporting and collection system management, along with required measures to limit SSOs, will greatly benefit California water quality. Implementation of these requirements will also greatly benefit and prolong the useful life of the sanitary sewer system, one of California's most valuable infrastructure items. NPDES vs. WDRs Porter -Cologne subjects a broader range of waste discharges to regulation than the Federal Clean Water Act. In general, the Clean Water Act prohibits the discharge of pollutants from point sources to surface waters of the United States unless authorized under an NPDES permit. (33 U.S.C. §§1311, 1342). Since not all SSOs result in a discharge to surface water, however, not all SSOs violate the Clean Water Act's NPDES permitting requirements. Porter -Cologne, on the other hand, covers all existing and proposed waste discharges that could affect the quality of state waters, including both surface waters and groundwater. (Wat. Code §§13050(e), 13260). Hence, under Porter -Cologne, a greater SSO universe is potentially subject to regulation under WDRs. In addition, WDRs under Porter -Cologne can address both protection of water quality as well as the prevention of public nuisance associated with waste disposal. (Id. §13263). Some commenters contend that because all collection systems have the potential to overflow to surface waters the systems should be regulated under an NPDES permit. A recent decision by the United States Court of Appeals for the 2nd Circuit, however, has called into question the states' and USEPA's ability to regulate discharges that are only "potential" under an NPDES permit. In Waterkeeper Alliance v. United States Environmental Protection Agency (2005) 399 F.3d 486, 504-506, the appellate court held that USEPA can only require permits for animal feedlots with "an actual addition" of pollutants to surface waters. While this decision may not be widely followed, especially in the area of SSOs, these are clearly within the jurisdiction of the California Water Code. USEPA defines a publicly owned treatment works (POTW) as both the wastewater treatment facility and its associated sanitary sewer system (40 C.F.R. §403.3(0)'). Historically, only the portion of the sanitary sewer system that is owned by the same agency that owns the permitted wastewater treatment facility has been subject to NPDES permit requirements. Satellite sewer collection systems (i.e. systems not owned or operated by the POTW) have not been ' The regulation provides that a POTW include sewers, pipes, and other conveyances only if they convey wastewater to a POTW. A36 93 Fact Sheet for Order No. 2006-0003 Page 4 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 typically regulated as part of the POTW and, therefore, have not generally been subject to NPDES permit requirements. Comments were received that argued every collection system leading to a POTW that is subject to an NPDES permit should also be permitted based upon the USEPA definition of POTW. Under this theory, all current POTW NPDES permits could be expanded to include all satellite sewer collection systems, or alternatively, the satellite system owners or operators could be permitted separately. However, this interpretation is not widely accepted and USEPA has no official guidance to this fact. There are also many wastewater treatment facilities within California that do not have discharges to surface water, but instead use percolation ponds, spray irrigation, wastewater reclamation, or other means to dispose of the treated effluent. These facilities, and their satellite systems, are not subject to the NPDES permitting process and could not be subject to a statewide general NPDES permit. POTWs that fall into this category, though, can be regulated under Porter -Cologne and do have WDRs. In light of these factors, the State Water Board has determined that the best approach is to propose statewide general WDRs at this time. Prohibition of Discharge The Clean Water Act prohibits the discharge of wastewater to surface waters except as authorized under an NPDES permit. POTWs must achieve secondary treatment, at a minimum, and any more stringent limitations that are necessary to achieve water quality standards. (33 U.S.C. §1311(b)(1)(B) and (C)). Thus, an SSO that results in the discharge of raw sewage to surface waters is prohibited under the Clean Water Act. Additionally, California Water Code section 13263 requires the State Water Board to, after any necessary hearing, prescribe requirements as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. The requirements shall, among other things, take into consideration the need to prevent nuisance. California Water Code section 13050 (m), defines nuisance as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. A37 94 Fact Sheet for Order No. 2006-0003 Page 5 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 c. Occurs during, or as a result of, the treatment or disposal of wastes. Some SSOs do create a nuisance as defined in state law. Therefore, based upon these statutory requirements, the WDRs include prohibitions in Section C. of the WDRs. Section C. states: C. PROHIBITIONS 1. Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited. 2. Any SSO that results in a discharge of untreated or partially treated wastewater, which creates a nuisance as defined in California Water Code section 13050(m) is prohibited. Furthermore, the State Water Board acknowledges the potential for more stringent water quality standards that may exist pursuant to a Regional Water Board requirement. Language included in Section D.2 of the WDRs allows for these more stringent instances. D. PROVISIONS 2. It is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with the general WDRs. Nothing in the general WDRs shall be: (i) Interpreted or applied in a manner inconsistent with the Federal Clean Water Act, or supersede a more specific or more stringent state or federal requirement in an existing permit, regulation, or administrative/judicial order or Consent Decree; (ii) Interpreted or applied to authorize an SSO that is illegal under either the Clean Water Act, an applicable Basin Plan prohibition or water quality standard, or the California Water Code; (iii) Interpreted or applied to prohibit a Regional Water Board from issuing an individual NPDES permit or WDRs, superseding the general WDRs, for a sanitary sewer system, authorized under the Clean Water Act or California Water Code; or (iv) Interpreted or applied to supersede any more specific or more stringent WDRs or enforcement order issued by a Regional Water Board. Permitted Discharge, Affirmative Defense, and Enforcement Discretion Commenters from the discharger community have requested inclusion of an affirmative defense to an SSO on the grounds that certain SSO events are unforeseen and unavoidable, such as SSOs due to extreme wet weather events. An affirmative defense is a mechanism whereby conduct that otherwise violates WDRs or a permit will be excused, and not subject to an enforcement action, under certain circumstances. Since many collection system industry experts believe that not all SSOs may be prevented, given certain circumstances (such as unforeseen vandalism, extreme wet weather, or other acts of God), many A38 95 Fact Sheet for Order No. 2006-0003 Page 6 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 collection system owner representatives believe this should formally be recognized by including an affirmative defense for these unavoidable SSOs. Previous informal drafts of the general WDRs included affirmative defense language, which was contingent upon appropriate development and implementation of sanitary sewer management plan (SSMP) requirements, as well as a demonstration that the SSO was exceptional and unavoidable. Other stakeholders, including USEPA and the environmental groups opposed the concept of an affirmative defense for SSOs. They argued that its inclusion in the WDRs would undermine the Clean Water Act and inappropriately limit both Regional Water Board and third party enforcement. After considering input from all stakeholders, and consulting with USEPA, staff is not recommending inclusion of an affirmative defense. Rather, the draft WDRs incorporate the concept of enforcement discretion, and explicitly identify what factors must be considered during any civil enforcement proceeding. The enforcement discretion portion of the WDRs is contained within Sections D. 6 and 7, and is consistent with enforcement discretion provisions within the California Water Code. Facilities Subject to WDRs Collection systems consist of pipelines and their appurtenances, which are intended to transport untreated wastewater to both publicly -owned and private wastewater treatment facilities. While wastewater treatment facilities are owned by a wide variety of public and private entities, public agencies (state and federal agencies, cities, counties, and special districts) own the vast majority of this infrastructure. Collection systems that transport wastewater to POTWs could be grouped into four different categories: 1. Publicly -owned treatment works — pipelines and appurtenances that are owned by a public agency that also owns a wastewater treatment facility; 2. Publicly -owned satellites — pipelines and appurtenances that are owned by a public agency that does not own a wastewater treatment facility; and 3. Private laterals - pipelines and appurtenances that are not owned by a public agency, but rather discharge into one of the above types of facilities. 4. Privately owned treatment works — pipelines and appurtenances that are owned by a private entity, which also owns a wastewater treatment facility (often a septic tank and leach field). The WDRs require all public agencies, which own wastewater collection systems (category 1 and 2 above) to enroll in the WDRs. Privately owned systems (categories 3 and 4) are not subject to the WDRs; however, a Regional Water A39 96 Fact Sheet for Order No. 2006-0003 Page 7 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 Board may at its discretion issue WDRs to these facilities on a case-by-case or region wide basis. Collection systems discharging into POTWs (categories 1, 2, and 3) represent, by far, the greatest amount of collection system infrastructure within California. Since regulating private entities (categories 3 and4) on a statewide basis would be unmanageable and impractical (because of the extremely large number and lack of contact information and other associated records), staff believes focusing on the public sector is the best option for meaningful and consistent outcomes. The legal authority and reporting provisions contained in the WDR do require limited oversight of private laterals (category 3) by public entities. Given this limited responsibility of oversight, public entities are not responsible or liable for private laterals. State Water Board staff will notify all known public agencies that own wastewater collection systems, regarding their obligation to enroll under these WDRs. However, because of data inaccuracies, State Water Board staff may inadvertently not contact an agency that should enroll in the WDRs or erroneously contact a public agency that does not own a collection system. Staff will make every effort to accurately identify public agencies. In the event that a public agency is overlooked or omitted, however, it is the agency's responsibility to contact the State Water Board for information on the application process. An agency can find the appropriate contact by visiting the State Water Board's SSO homepage at www.waterboards.ca.gov/sso. SSO Reporting SSOs can be distinguished between those that impact water quality and/or create a nuisance, and those that are indicators of collection system performance. Additionally, SSO liability is attributed to either private entities (homeowners, businesses, private communities, etc...) or public entities. Although all types of SSOs are important to track, the reporting time frames and the type of information that need to be conveyed differ. The Reporting Program and Online SSO Database clearly distinguish the type of spill (major or minor) and the type of entity that owns the portion of the collection system that experienced the SSO (public or private entity). The reason to require SSO reporting for SSOs that do not necessarily impact public health or the environment is because these types of SSOs are indicators of collection system performance and management program effectiveness, and may serve as a sign of larger and more serious problems that should be addressed. Although these types of spills are important and must be regulated by collection system owners, the information that should be tracked and the time required to get them into the online reporting system are not as stringent. A40 97 Fact Sheet for Order No. 2006-0003 Page 8 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 Obviously, SSOs that are large in nature, affect public health, or affect the environment must be reported as soon as practicable and information associated with both the spill and efforts to mitigate the spill must be detailed. Since the Online SSO Database is a web based application requiring computer connection to the internet and is typically not as available as telephone communication would be, the Online Database will not replace emergency notification, which may be required by a Regional Water Board, Office of Emergency Services, or a County Health or Environmental Health Agency. Incorporating Existing Permits It is the State Water Board's intent to have one statewide regulatory mechanism that lays out the foundation for consistent collection system management requirements and SSO reporting. While there are a significant number of collection systems that are not actively regulated by the State or Regional Water Boards, some efforts have been made to regulate these agencies on a facility -by - facility or region -by -region basis. General WDRs, individual WDRs, NPDES permits, and enforcement orders that specifically include collections systems are mechanisms that have been used to regulate collection system overflows. However, because of these varying levels of regulatory oversight, confusion exists among collection system owners as to regulatory expectations on a consistent and uniform basis (especially with reporting spills). Currently, there are a myriad of different SSO reporting thresholds and a number of different spill report repositories. Because of the varying levels of reporting thresholds and the lack of a common database to capture this information, an accurate picture of SSOs throughout California is unobtainable. In order to provide a consistent and effective SSO prevention program, as well as to develop reasonable expectations for collection system management, these General WDRs should be the primary regulatory mechanism to regulate public collection systems. The draft WDRs detail requirements associated with SSMP development and implementation and SSO reporting. All NPDES permits for POTWs currently include federally required standard conditions, three of which apply to collection systems. NPDES permits must clarify that the following three conditions apply to that part of the collection system that is owned or operated by the POTW owner or operator. These conditions are: • Duty to mitigate discharges (40 CFR 122.41(d)) • Requirement to properly operate and maintain facilities (40 CFR 122.41(e)) • Requirement to report non-compliance (40 CFR 122.41(1)(6) and (7)) A41 98 Fact Sheet for Order No. 2006-0003 Page 9 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 Understandably, revising existing regulatory measures will not occur immediately. However, as time allows and, at a minimum, upon readopting existing WDRs or WDRs that serve as NPDES permits, the Regional Water Boards should rescind redundant or inconsistent collection system requirements. In addition, the Regional Water Boards must ensure that existing NPDES permits clarify that the three standard permit provisions discussed above apply to the permittee's collection system. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, there will be some instances when Regional Water Boards will need to impose more stringent or prescriptive requirements. In those cases, more specific or more stringent WDRs or an NPDES permit issued by a Regional Water Board will supersede this Order. Finding number 11, in the WDRs states: 11. Some Regional Water Boards have issued WDRs or WDRs that serve as National Pollution Discharge Elimination System (NPDES) permits to sanitary sewer system owners/operators within their jurisdictions. This Order establishes minimum requirements to prevent SSOs. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, Regional Water Boards may issue more stringent or more prescriptive WDRs for sanitary sewer systems. Upon issuance or reissuance of a Regional Water Board's WDRs for a system subject to this Order, the Regional Water Board shall coordinate its requirements with stated requirements within this Order, to identify requirements that are more stringent, to remove requirements that are less stringent than this Order, and to provide consistency in reporting. Cost of Compliance While the proposed WDRs contain requirements for systems and programs that should be in place to effectively manage collection systems, many communities have not implemented various elements of a good management plan. Some agencies are doing an excellent job managing their collection systems and will incur very little additional costs. Other agencies will need to develop and implement additional programs and will incur greater costs. However, any additional costs that a public agency may incur in order to comply with these General WDRs are costs that an agency would necessarily incur to effectively manage and preserve its infrastructure assets, protect public health and prevent nuisance conditions. These General WDRs prescribe minimum management requirements that should be present in all well managed collection system agencies. In order to estimate the compliance costs associated with the proposed WDRs, staff analyzed costs associated with implementing the Santa Ana Regional Water Board's general WDRs. Twenty-one agencies, which discharge to Orange County Sanitation District, submitted financial summaries for the last five years, representing both pre- and post-WDRs adoption. Operation and maintenance costs, program development costs, as well as capital improvement costs were A42 99 Fact Sheet for Order No. 2006-0003 Page 10 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 considered and fairly accurately represent what can be expected statewide with the adoption of the General WDRs. After extrapolating the sample to yield a statewide cost perspective, the projected annual cost of implementing the statewide WDRs is approximately $870 million. This total represents $345.6 million in O&M costs and $524.5 for capital improvement projects. While this sum is substantial, presenting the costs on a per capita or per household basis puts the figure in perspective. Department of Finance estimated the total population for Californians that may be subject to the WDRs to be 30.3 million persons (1/1/05). Dividing the population by the approximate average household size of 2.5 yields 12 million households. The average household in California is assumed to be 2.5 persons. The increased average annual cost (in order to comply with these WDRs) per person is estimated to be $28.74 and $71.86 per household (or $5.99 per month per household) Given these average costs there will be some communities that realize higher costs on a per household basis and some that realize less cost. Furthermore, larger communities will probably also realize an economy of scale, which is dependent upon a community's size. While larger communities may see lower costs associated with compliance, smaller communities will probably see a higher cost associated with compliance. Costs for compliance in small communities may be as high as $40 per month per household. A43 100 B1 102 �L N O �3y c 00 •— � a Z O1.0 v N _ IL :•' .o a v o WQ D cl C N N N U U 9 Z to W U c Q O G O L L 3 -jm3CL Iw J h r m c O t..._ r' rnLO vj i .... ,� (n V `t 1 N N ❑ a N -'_� -gyp :.;} 1 .S :-■. 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Q� 0- r, V- C) N C) CD r, CD 00 rj M V) rl m m rl) CO j C49 152 RPV -Sewer -Total Jur Matl Diameter (in) Length (mi) RPV ABSCP 8 14791 RPV AC 6 5282 RPV CAS 4 205 RPV CAS 8 909 RPV DIP 3 698 RPV DIP 4 2940 RPV DIP 8 1051 RPV HDPE 4 473 RPV LVCP 8 6567 RPV LVCP 10 853 RPV LVCP 15 1050 RPV VCP 8 658612 RPV VCP 10 23954 RPV VCP 12 8256 RPV VCP 15 12209 D1 154 RPV tota106302014 Pipe Location Diameter (in) Street Length (ft) Jur Mati 0029/1600-0030/1600 8 STALWART DR 332 RPV VCP 0112/1599-0113/1599 8 OCEANAIRE DR 313 RPV VCP 0328/1544-0338/1544 8 WHITEFOX DR 301 RPV VCP 0089/1600-0090/1600 8 GANADO DR 319 RPV VCP 0124/1653-0125/1653 8 GALERITA DR 119 RPV VCP 0946/1544-0947/1544 8 SANDBROOK DR 180 RPV VCP 0094/1546-0095/1546 15 HAWTHORNE BV 350 RPV VCP 0016/1492-0074/1492 8 HAWTHORNE BV 337 RPV VCP 0509/1544-0510/1544 8 ELKMONT DR 220 RPV VCP 0422/1544-0423/1544 8 FOND DU LAC RD 156 RPV VCP 0100/1600-0101/1600 8 COOLHEIGHTS DR 239 RPV VCP 0248/1653-0249/1653 8 100 RPV VCP 0050/1598-0520/1544 8 ROCKVALLEY RD 116 RPV VCP 0303/1546-0304/1546 8 ALBERO CT 161 RPV VCP 0945/1544-0946/1544 8 SANDBROOK DR 259 RPV VCP 0135/1653-0136/1653 8 VALLETA DR 370 RPV VCP 0122/1544-0149/1544 8 GROVEOAK PL 212 RPV VCP 0114/1601-0121/1601 8 297 RPV VCP 0274/1544-0279/1544 10 295 RPV VCP 0120/1492-0121/1492 8 PACIFIC DEL MAR 159 RPV VCP 0106/1653-0107/1653 8 SANTA RENA DR 331 RPV VCP 0448/1544-0449/1544 8 SHOREVIEW DR 176 RPV VCP 0065/1601-0066/1601 8 HIGHIDE DR 257 RPV VCP 0188/1653-0194/1653 8 AVENIDA FELICIANO 320 RPV VCP 0953/1544-0957/1544 8 162 RPV VCP 0105/1600-0107/1600 8 121 RPV VCP 0523/1544-0524/1544 8 HAWKHURST DR 321 RPV VCP 0605/1544-0606/1544 8 108 RPV VCP 0113/1653-0114/1653 8 VELEZ DR 297 RPV VCP 0099/1601-0102/1601 8 110 RPV VCP 0279/1653-0280/1653 8 70 RPV VCP 0167/1546-0168/1546 8 143 RPV VCP 0465/1544-0466/1544 8 INDIAN PEAK RD 156 RPV VCP 0013/1600-0014/1600 8 ADMIRABLE DR 350 RPV VCP 0427/1544-0428/1544 8 MANITOWAC DR 235 RPV VCP 0119/1492-0120/1492 8 CALLE VIENTO 261 RPV VCP. 0418/1544-0419/1544 8 FOND DU LAC RD 130 RPV VCP 0147/1601-0148/1601 8 91 RPV VCP 0224/1546-0225/1546 8 SEACOVE DR 117 RPV VCP 0233/1544-0236/1544 8 WILDBRIAR DR 240 RPV VCP 0302/1546-0306/1546 8 327 RPV VCP 0351/1544-0352/1544 10 171 RPV VCP 0352/1544-0353/1544 10 _ 196 RPV VCP 0080/1601-0082/1601 8 GULFCREST DR 347 RPV VCP 0161/1546-0162/1546 15 MARNE DR 140 RPV VCP 0124/1546-0125/1546 8 147 RPV VCP 0134/1601-0135/1601 8 CONQUEROR DR 257 RPV VCP 0062/1600-0063/1600 8 CASILINA DR 333 RPV VCP 0183/1653-0184/1653 8 AVENIDA FELICIANO 338 RPV VCP 0160/1653-0161/1653 8 PONTEVEDRA DR 177 RPV VCP 0108/1653-0109/1653 8 VELEZ DR 161 RPV VCP D2 155 RPV_tota106302014 0097/1653-0098/1653 8 TOSCANINI DR 240 RPV VCP 0077/1601-0078/1601 8 137 RPV VCP 0042/1600-0043/1600 8 321 RPV VCP 0034/1600-0035/1600 8 HELM PL 128 RPV VCP 0444/1544-0445/1544 8 BASSWOOD AV 120 RPV VCP 0145/1601-0146/1601 8 FORRESTAL DR 221 RPV VCP 0037/1600-0038/1600 8 101 RPV VCP 0181/1653-0195/1653 10 REDONDELA DR 86 RPV VCP 0098/1600-0114/1600 8 COOLHEIGHTS DR 142 RPV VCP 0529/1544-0530/1544 8 BLACKHORSE RD 232 RPV VCP 0310/1544-0311/1544 8 IRONWOOD ST 163 RPV VCP 0101/1653-0102/1653 8 SANTA RENA DR 84 RPV VCP 0451/1544-0452/1544 10 MOSSBANK LN 195 RPV VCP 0469/1544-0470/1544 8 SHOREWOOD RD 126 RPV VCP 0303/1544-0304/1544 10 BASSWOOD AV 380 RPV VCP 0488/1544-0489/1544 8 61 RPV VCP 0106/1492-0107/1492 8 VIA LA CRESTA 54 RPV VCP 0178/1544-0180/1544 8 FINECREST DR 194 RPV VCP 0099/1600-0100/1600 8 COOLHEIGHTS DR 350 RPV VCP 0450/1544-0451/1544 10 BASSWOOD AV 258 RPV VCP 0481/1544-0482/1544 8 117 RPV VCP 0354/1544-0355/1544 10 245 RPV VCP 0250/1653-0251/1653 8 163 RPV VCP 0144/1544-0145/1544 8 SPRING CREEK RD 350 RPV VCP 0455/1544-0456/1544 8 LITTLEBOW RD 350 RPV VCP 0522/1544-0523/1544 8 HAWKHURST DR 319 RPV VCP 0134/1600-0147/1600 8 HIGHTIDE DR 356 RPV VCP 0120/1653-0121/1653 8 GALERITA DR 133 RPV VCP 0104/1492-0105/1492 8 152 RPV VCP 0133/1601-0177/1601 8 PALOS VERDES DR S 74 RPV VCP 0172/1601-0173/1601 8 YACHT HARBOR DR 174 RPV VCP 0219/1544-0220/1544 8 MENOMINEE PL 324 RPV VCP 0452/1544-0453/1544 10 182 RPV VCP 0067/1601-0147/1600 8 HIGHIDE DR 259 RPV VCP 0103/1492-0104/1492 8 140 RPV VCP 0188/1601-0189/1601 8 214 RPV VCP 0346/1544-0436/1544 10 BASSWOOD AV 149 RPV VCP 0051/1601-0052/1601 8 COOLHEIGHTS DR 243 RPV VCP 0379/1544-0380/1544 8 WOODBROOK RD 214 RPV VCP 0150/1653-0.151/1653 8 CALZAADA DR 146 RPV VCP 0103/1653-0104/1653 8 SANTA RENA DR 294 RPV VCP 0013/1492-0102/1492 8 HAWTHORNE BV 142 RPV VCP 0210/1546-0211/1546 8 BARKENTINE RD 197 RPV VCP 0154/1544-0155/1544 8 HYTE RD 220 RPV VCP 0424/1544-0425/1544 8 MANITOWAC DR 205 RPV VCP 0602/1544-TRNK/1544 8 145 RPV VCP 0113/1601-0183/1601 8 PALOS VERDES DR 40 RPV VCP 0201/1544-0202/1544 8 219 RPV VCP 0017/1492-0018/1492 12 HAWTHORNE BV 354 RPV VCP 0112/1653-0113/1653 8 VELEZ DR 342 RPV VCP 0108/1601-0109/1601 8 VIGILANCE DR 186 RPV VCP 0124/1600-0125/1600 8 264 RPV VCP D3 156 RPV tota106302014 0171/1653-0172/1653 8 MONTEREINA DR 273 RPV VCP 0428/1544-0429/1544 8 MANITOWAC DR 130 RPV VCP 0111/1601-0112/1601 8 VIGILANCE DR 146 RPV VCP 0034/1600-0136/1600 8 DAUNTLESS DR 250 RPV VCP 0013/1601-0014/1601 10 148 RPV VCP 0008/1601-0009/1601 10 LA ROTONDA DR 292 RPV VCP 0016/1601-0017/1601 10 205 RPV VCP 0018/1601-TRNK/1601 15 15 RPV VCP 0304/1544-0305/1544 8 IRONWOOD ST 224 RPV VCP 0039/1600-0040/1600 8 58 RPV VCP 0186/1544-0187/1544 8 MONTEMALAGA DR 315 RPV VCP 0614/1544-0615/1544 8 ROLLING RIDGE RD 323 RPV VCP 0008/1599-0009/1599 8 BROWNDEER LN 119 RPV VCP 0552/1654-0553/1654 8 DELADIER DR 218 RPV VCP 0058/1600-0059/1600 8 DELUNA DR 236 RPV VCP 0376/1545-0377/1545 8 PINECASTLE DR 196 RPV VCP 0944/1545-0970/1545 8 125 RPV VCP 0089/1545-0090/1545 8 75 RPV VCP 0838/1545-0880/1545 8 124 RPV VCP 0191/1546-0192/1546 8 BARKENTINE RD 172 RPV VCP 0185/1546-0189/1546 8 BARKENTINE RD 198 RPV VCP 0538/1545-0539/1545 8 SILVER SPUR RD 252 RPV VCP 0758/1545-0759/1545 8 CIRCLE DR 175 RPV VCP 0035/1601-0036/1601 8 PALOS VERDES DR 221 RPV VCP 0264/1544-0265/1544 8 198 RPV CAS 0224/1546-0265/1546 15 306 RPV VCP 0236/1546-0242/1546 8 SEAWOLF DR 123 RPV VCP 0041/1544-0078/1544 8 GRANVIA ALTAM IRA 142 RPV VCP 0054/1544-0055/1544 8 ELLA RD 253 RPV VCP 0044/1544-0045/1544 8 MONERO DR 258 RPV VCP 0162/1544-0163/1544 8 MOSSBANK DR 115 RPV VCP 0037/1544-0038/1544 8 MONERO DR 229 RPV VCP 0101/1546-0102/1546 15 203 RPV VCP 0070/1546-0073/1546 8 CARTIER DR 261 RPV VCP 0939/1544-0940/1544 8 226 RPV VCP 0187/1544-0936/1544 8 MONTEMALAGA DR 83 RPV VCP 0191/1544-0240/1544 8 CAPESWOOD DR 226 RPV VCP 0039/1544-0040/1544 8 MONERO DR 320 RPV VCP 0074/1546-0075/1546 8 CARTIER DR 134 RPV VCP 0029/1492-0034/1492 8 RUE DE LA PIERRE 299 RPV VCP 0077/1653-0078/1653 8 VISTA MADERA 265 RPV VCP 0357/1544-0358/1544 10 334 RPV VCP 0037/1492-0040/1492 8 91 RPV VCP 0548/1654-0549/1654 8 DELADIER DR 225 RPV VCP 0189/1545-0190/1545 8 CREST ROAD 192 RPV VCP 0142/1492-PUMP/1492 8 127 RPV VCP 0506/1654-0507/1654 8 GUNTER RD 236 RPV VCP 0371/1545-0375/1545 8 MISTRIDGE DR 290 RPV VCP 0367/1545-0368/1545 8 MISTRIDGE DR 252 RPV VCP 0057/1653-0059/1653 8 177 RPV VCP 0012/1654-0013/1654 8 297 RPV VCP 0485/1654-0486/1654 8 TRUDIE DR 293 RPV VCP D4 157 RPV_tota106302014 0472/1654-0473/1654 8 FAIRHILL DR 166 RPV VCP 0312/1654-0313/1654 8 VIA COLINITA 165 RPV VCP 0044/1601-0045/1601 8 GANADO DR 263 RPV VCP 0543/1544-0544/1544 8 DIAMOND HEAD LN 244 RPV VCP 0001/1599-0002/1599 8 BROWNDEER LN 220 RPV VCP 0119/1544-0120/1544 8 163 RPV VCP 0176/1544-0367/1544 8 FINECREST DR 116 RPV VCP 0090/1653-0091/1653 8 VAN KARAJAN DR 287 RPV VCP 0152/1654-0153/1654 8 VIA SIENA 91 RPV VCP 0079/1545-0080/1545 8 272 RPV VCP 0029/1601-0030/1601 8 PALOS VERDES DR 391 RPV VCP 0512/1654-0513/1654 8 DORADO DR 221 RPV VCP 0110/1654-0111/1654 8 ENROSE AV 98 RPV VCP 0305/1544-0306/1544 8 IRONWOOD ST 271 RPV VCP 0323/1654-0324/1654 8 KINGSRIDGE DR 145 RPV VCP 0133/1544-0134/1544 8 HAWTHORNE BV 335 RPV VCP 0016/1546-0017/1546 8 191 RPV VCP 0471/1654-0472/1654 8 ELBERON ST 312 RPV VCP 0648/1491-0723/1491 8 KINGS HARBOR DR 166 RPV VCP 0429/1654-0430/1654 8 MACARTHUR ST 194 RPV VCP 0407/1544-0413/1544 8 FOND DU LAC RD 308 RPV VCP 0476/1654-0477/1654 8 SUMMERLAND ST 342 RPV VCP 0457/1654-0458/1654 8 BERNICE DR 271 RPV VCP 0635/1491-0636/1491 8 147 RPV VCP 0131/1654-0132/1654 8 353 RPV VCP 0440/1654-0453/1654 8 NOBLES VIEW DR 175 RPV VCP 0231/1545-0232/1545 8 CREST RD 37 RPV VCP 0163/1654-0164/1654 8 MIRALESTE DR 328 RPV VCP 0432/1654-0433/1654 8 MACARTHUR ST 296 RPV VCP 0508/1654-0509/1654 8 GUNTER RD 219 RPV VCP 0029/1654-0030/1654 8 VIA CANADA 180 RPV VCP 0009/1654-0010/1654 8 SPARTA DR 193 RPV VCP 0567/1491-0568/1491 8 BERRY HILL DR 275 RPV VCP 0056/1545-0057/1545 8 HAWTHORNE BV 253 RPV VCP 0535/1544-0536/1544 8 SILVER ARROW DR 306 RPV VCP 0095/1653-0096/1653 8 ROCKINGHORSE RD 240 RPV VCP 0010/1654-0011/1654 8 SPARTA DR 157 RPV VCP 0565/1545-0566/1545 8 LOMO DR 357 RPV VCP 0194/1545-0195/1545 12 CREST RD 293 RPV VCP 0031/1653-0032/1653 8 MT PALOMAR PL 247 RPV VCP 0005/1654-0006/1654 8 SPARTA DR 298 RPV VCP 0138/1546-0139/1546 8 114 RPV VCP 0228/1490-0229/1490 8 LOFTY GROVE DR 169 RPV VCP 0070/1600-0071/1600 8 CORINNA DR 256 RPV VCP 0401/1544-0402/1544 8 INDIAN PEAK RD 118 RPV VCP 0013/1599-0014/1599 8 LONE VALLEY DR 111 RPV VCP 0327/1545-0328/1545 8 NORTHBAY RD 202 RPV VCP 0316/1545-0319/1545 8 STONECREST RD 253 RPV VCP 0951/1545-0952/1545 8 FAWNSKIN DR 167 RPV VCP 0168/1654-0169/1654 8 97 RPV VCP 0336/1545-0337/1545 8 WHITECLIFF DR 271 RPV VCP 0237/1654-0238/1654 8 147 RPV VCP D5 158 RPV_tota106302014 0084/1599-0148/1599 8 64 RPV VCP 0453/1654-0454/1654 8 NOBLES VIEW DR 282 RPV VCP 0354/1545-0355/1545 8 BEACHSIDE DR 197 RPV VCP 0218/1490-0219/1490 8 BEECHFIELD DR 187 RPV VCP 0309/1654-0310/1654 8 265 RPV VCP 0162/1600-0163/1600 8 PASEO DE CASTANA 144 RPV ABSCP 0296/1654-0297/1654 8 VIA COLINITA 222 RPV VCP 0249/1654-0250/1654 8 129 RPV VCP 0539/1654-0574/1654 8 AVENIDA DE ROSA 170 RPV ABSCP 0649/1491-0633/1491 8 KINGS HARBOR DR 131 RPV VCP 0611/1491-0612/1491 8 310 RPV VCP 0051/1546-0052/1546 8 MATISSE DR 286 RPV VCP 0058/1654-0059/1654 8 34 RPV VCP 0316/1654-0317/1654 8 245 RPV VCP 0580/1545-0581/1545 8 RIDGETHORN CT 77 RPV VCP 0186/1546-0279/1546 8 112 RPV VCP 0343/1545-0344/1545 8 QUAILWOOD DR 185 RPV VCP 0367/1654-0054/1600 8 DE LUNA DR 308 RPV VCP 0049/1653-0050/1653 8 MT LASSEN LN 67 RPV VCP 0380/1544-0381/1544 8 FREEPORT RD 223 RPV VCP 0589/1491-0590/1491 8 CREST RD 306 RPV VCP 0043/1655-0044/1655 8 169 RPV VCP 0145/1492-0146/1492 8 VIA DEL CIELO 148 RPV VCP 0062/1653-0063/1653 8 WESTERN AV 97 RPV VCP 0277/1654-0278/1654 8 PALOS VERDES DR E 59 RPV VCP 0536/1654-0537/1654 8 129 RPV ABSCP 0541/1654-0542/1654 8 CROWNVIEW DR 184 RPV VCP 0028/1654-0029/1654 8 VIA CANADA 290 RPV VCP 0431/1545-0432/1545 8 CRESTWIND DR 218 RPV VCP 0215/1490-0216/1490 8 GOLDEN MEADOW DR 110 RPV VCP 0140/1544-0141/1544 8 FLAMBEAU RD 152 RPV VCP 0359/1654-0362/1654 8 332 RPV VCP 0880/1545-0958/1545 8 FAWNSKIN DR 166 RPV VCP 0614/1545-0615/1545 8 ROTHROCK DR 102 RPV VCP 0568/1491-0569/1491 8 BERRY HILL DR 246 RPV VCP 0267/1654-0268/1654 8 NEWRIDGE DR 234 RPV VCP 0368/1545-0369/1545 8 MISTRIDGE DR 314 RPV VCP 0107/1545-0108/1545 8 133 RPV VCP 0349/1654-0355/1654 8 SANTA LUNA DR 146 RPV VCP 0315/1544-0316/1544 8 229 RPV VCP 0241/1490-0243/1490 8 LOBROOK DR 135 RPV VCP 0715/1545-0718/1545 8 229 RPV VCP 0488/1654-0489/1654 8 TRUDIE DR 289 RPV VCP 0540/1654-0541/1654 8 CROWNVIEW DR 193 RPV VCP 0068/1653-0526/1654 8 MENDON DR 316 RPV VCP 0145/1545-0146/1545 8 HAWTHORNE BV 303 RPV VCP 0353/1654-0354/1654 8 PALOS VERDES DR E 188 RPV VCP 0239/1654-0240/1654 8 58 RPV VCP 0001/1601-0002/1601 15 25TH ST 53 RPV VCP 0688/1545-0689/1545 8 SCOTSVIEW DR 61 RPV VCP 0013/1654-0014/1654 8 CORAL RIDGE RD 350 RPV VCP 0510/1491-0511/1491 8 VIA BORICA 172 RPV VCP D6 159 RPV_tota106302014 0425/1654-0426/1654 8 WEYMOUTH AV 296 RPV VCP 0045/1600-0046/1600 8 116 RPV VCP 0228/1654-0229/1654 8 GRANDPOINT DR 218 RPV VCP 0437/1545-0438/1545 8 VALLEY VIEW RD 240 RPV VCP 0150/1545-0687/1545 8 160 RPV LVCP 0028/1546-0029/1546 8 RHONE DR 189 RPV VCP 0055/1545-1041/1545 8 HAWTHORNE BV 161 RPV VCP 0315/1654-0316/1654 8 VIA COLINITA 279 RPV VCP 0599/1491-0590/1491 8 AVENIDA TRANQUILA 275 RPV VCP 0108/1545-0109/1545 8 LOCKLENNA LN 187 RPV VCP 0562/1654-0563/1654 8 65 RPV VCP 0653/1491-0654/1491 8 SPRUCEGROVE DR 288 RPV VCP 0399/1544-0400/1544 8 INDIAN PEAK RD 216 RPV VCP 0173/1654-0174/1654 8 ALLEY 131 RPV VCP 0110/1544-0111/1544 8 277 RPV VCP 0011/1655-0012/1655 8 165 RPV VCP 0076/1654-0516/1654 8 DORADO DR 196 RPV VCP 0030/1544-0031/1544 8 SAN NICOLAS DR 182 RPV VCP 0482/1654-0484/1654 8 HIGHMORE AV 328 RPV VCP 0523/1654-0524/1654 8 CADDINGTON DR 202 RPV VCP 0793/1545-0794/1545 8 200 RPV VCP 0667/1545-0668/1545 8 DOVERIDGE DR 181 RPV VCP 0003/1653-0006/1653 8 BLOOMWOOD DR 291 RPV VCP 0844/1545-0951/1545 8 FAWNSKIN DR 220 RPV VCP 0627/1545-0628/1545 8 CEDARBLUFF DR 138 RPV VCP 0092/1653-0093/1653 8 MONTEREINA DR 234 RPV VCP 0041/1601-0042/1601 8 PALOS VERDES DR 217 RPV VCP 0783/1491-0784/1491 8 MARGUERITE DR 193 RPV VCP 0075/1654-0076/1654 8 DORADO DR 205 RPV VCP 0105/1599-0106/1599 8 128 RPV VCP 0481/1544-0502/1544 8 SHADOW WOOD DR 215 RPV LVCP 0032/1598-0035/1598 8 70 RPV VCP 0133/1544-0961/1544 8 HAWTHORNE BV 360 RPV VCP 0067/1545-0068/1545 8 102 RPV VCP 0083/1545-0881/1545 8 70 RPV VCP 0537/1545-0538/1545 10 SILVER SPUR RD 270 RPV VCP 0006/1599-0007/1599 8 ELMBRIDGE DR 178 RPV VCP 0295/1654-0296/1654 8 VIA COLINITA 239 RPV VCP 0219/1490-0220/1490 8 BEECHFIELD DR 200 RPV VCP 0542/1544-0543/1544 8 DIAMOND HEAD LN 129 RPV VCP 0470/1491-0471/1491 8 VIA MARIE CELESTE 260 RPV VCP 0255/1490-0256/1490 8 TRAILRIDERS DR 105 RPV VCP 0362/1545-0364/1545 8 SEASIDE HEIGHTS DR 178 RPV VCP 0141/1545-0694/1545 8 INDIAN VALLEY RD 226 RPV VCP 0984/1545-0985/1545 8 SANTA BARBARA DR 42 RPV ABSCP 0087/1653-0088/1653 8 VAN KARAJAN DR 193 RPV VCP 0446/1654-0456/1654 8 GENERAL ST 253 RPV VCP 0224/1654-0225/1654 8 GRANDPOINT DR 211 RPV VCP 0257/1654-0258/1654 8 KNOLL VIEW DR 370 RPV VCP 0181/1654-0186/1654 8 117 RPV VCP 0176/1654-0177/1654 8 209 RPV VCP 0031/1599-0173/1599 8 OAKLON DR 124 RPV VCP °' 160 RPV_tota106302014 0203/1601-0204/1601 8 CAPE POINT DR 160 RPV VCP 0205/1601-0206/1601 8 100 RPV VCP 0200/1601-0201/1601 8 TWIN HARBORS VIEW DR 198 RPV VCP 0163/1600-0164/1600 8 PASEO DE CASTANA 103 RPV ABSCP 0572/1654-0573/1654 8 LA VISTA VERDE 148 RPV VCP 0089/1653-0090/1653 8 VAN KARAJAN DR 306 RPV VCP 0070/1654-0071/1654 8 RONSARD RD 227 RPV VCP 0575/1654-0154/1600 8 AVENIDA DE AZALEA 243 RPV ABSCP 0180/1654-0181/1654 8 210 RPV VCP 0542/1654-0543/1654 8 CROWNVIEW DR 222 RPV VCP 0949/1545-0950/1545 8 HALESCORNER RD 370 RPV VCP 0068/1546-0069/1546 8 CARTIER DR 136 RPV VCP 0195/1601-0210/1601 8 EMERALD VIEW DR 231 RPV VCP 0079/1599-0176/1599 12 150 RPV VCP 0426/1545 -STRUCTURE 10 14 RPV VCP 0240/1490-0243/1490 8 20 RPV VCP 0066/1492-0067/1492 8 RUE LA FLEUR 298 RPV VCP 0020/1545-0021/1545 8 AVENIDA CLASSICA 278 RPV VCP 0021/1492-0045/1492 8 CALLE DE SUENOS 321 RPV VCP 0020/1544-0021/1544 8 LOBROOK DR 108 RPV VCP 0248/1490-0249/1490 8 AMBERGATE DR 51 RPV VCP 0686/1491-0687/1491 8 LARKVALE DR 345 RPV VCP 0631/1491-0632/1491 8 VERDE RIDGE RD 189 RPV VCP 0648/1491-0649/1491 8 KINGS HARBOR DR 285 RPV VCP 0688/1491-0689/1491 8 TRAILRIDERS DR 297 RPV VCP 0643/1491-0644/1491 8 ABBOTTSWOOD DR 334 RPV VCP 0446/1545-0447/1545 8 MELA LANE 154 RPV VCP 0479/1545-0480/1545 8 CRESTRIDGE RD 84 RPV VCP 0740/1545-0741/1545 8 SCOTMIST DR 297 RPV VCP 0675/1545-0676/1545 8 STADIA LN 178 RPV VCP 0705/1545-0711/1545 8 ARMAGA SPRING RD 264 RPV VCP 0044/1545-0053/1545 8 HAWTHORNE BV 27 RPV VCP 0024/1599-0031/1599 8 ELKRIDGE DR 152 RPV VCP 0357/1545-0358/1545 8 SCOTWOOD DR 272 RPV VCP 0360/1545-0361/1545 8 SEASIDE HEIGHTS DR 388 RPV VCP 0361/1545-0362/1545 8 SEASIDE HEIGHTS DR 347 RPV VCP 0027/1546-0028/1546 8 RHONE DR 246 RPV VCP 0356/1545-0357/1545 8 OCEANRIDGE DR 288 RPV VCP 0224/1545-0333/1545 8 WHITLEY COLLINS DR 293 RPV VCP 0327/1546-0328/1546 8 240 RPV VCP 0253/1546-0254/1546 8 PACIFICA DR 172 RPV VCP 0218/1545-0311/1545 8 76 RPV VCP 0321/1545-0322/1545 8 STONECREST RD 183 RPV VCP 0330/1545-0331/1545 8 QUAILWOOD DR 301 RPV VCP 0088/1599-0089/1599 8 136 RPV VCP 0087/1599-0088/1599 8 150 RPV VCP 0085/1599-0086/1599 8 115 RPV VCP 0222/1490-0223/1490 8 INDIAN ROCK DR 252 RPV VCP 0766/1545-0767/1545 8 215 RPV LVCP 0798/1545-0799/1545 8 HIGHRIDGE RD 100 RPV VCP 0789/1545-0790/1545 8 HIGHRIDGE RD 275 RPV VCP 0804/1545-0805/1545 8 HILLTOP CIR 192 RPV VCP °$ 161 RPV_tota106302014 0155/1545-0156/1545 8 MADELINE COVE DR 246 RPV VCP 1004/1545-1005/1545 8 KING ARTHUR CT 128 RPV VCP 0052/1544-0053/1544 8 ELLA RD 286 RPV VCP 0058/1544-0059/1544 8 LA GARITA DR 112 RPV VCP 0807/1545-0374/1544 8 RAVENSPUR DR 196 RPV VCP 0489/1545-0490/1545 8 CRESTRIDGE RD 342 RPV VCP 0491/1545-0492/1545 10 137 RPV VCP 0809/1545-0810/1545 8 256 RPV VCP 0492/1545-0493/1545 10 311 RPV VCP 0643/1545-0644/1545 8 PLAINFIELD DR 291 RPV VCP 0647/1545-0648/1545 8 HAZELRIDGE DR 306 RPV VCP 0802/1545-0803/1545 8 HILLTOP CIR 148 RPV VCP 0703/1491-0704/1491 8 STARSTONE DR 264 RPV VCP 0596/1491-0597/1491 8 133 RPV VCP 0147/1492-0148/1492 8 VIA DEL CIELO 348 RPV VCP 0134/1545-0135/1545 8 WHITES POINT DR 370 RPV VCP. 0149/1545-0150/1545 8 HAWTHORNE BV 271 RPV VCP 0692/1545-0693/1545 8 SEABRYN DR 207 RPV VCP 0634/1545-0635/1545 8 EDINGHILL DR 248 RPV VCP 0601/1545-0697/1491 8 BLYTHEWOOD DR 368 RPV VCP 0607/1491-0608/1491 8 CREST RD 273 RPV VCP 0554/1491-0555/1491 8 CALLE DE SUENOS 116 RPV VCP 0010/1545-0618/1491 8 260 RPV VCP 0009/1545-0010/1545 8 AVENIDA CLASSICA 142 RPV VCP 0255/1545-0256/1545 8 MIDDLECREST RD 270 RPV VCP 0003/1545-0004/1545 8 166. RPV VCP 0119/1545-0120/1545 8 VERDE RIDGE RD 346 RPV VCP 0051/1544-0058/1544 8 LA GARITA DR 280 RPV VCP 0111/1544-0120/1544 8 263 RPV VCP 0561/1491-0563/1491 8 296 RPV VCP 0557/1491-0564/1491 8 132 RPV VCP 0513/1491-0515/1491 8 VIA BORICA 267 RPV VCP 0791/1491-PUMP/1491 4 473 RPV HDPE 0029/1492-0030/1492 8 VIA RIVERA 281 RPV VCP 0031/1492-0032/1492 8 VIA RIVERA 200 RPV VCP 0796/1545-0797/1545 8 HIGHRIDGE RD 39 RPV VCP 0576/1545-0577/1545 8 RIDGEFALLS CT 261 RPV VCP 0546/1545-0588/1545 8 RIDGEFERN CT 236 RPV VCP 0631/1545-0632/1545 8 EDINGHILL DR 219 RPV VCP 0667/1491-0669/1491 8 PURPLERIDGE DR 131 RPV VCP 0592/1491-0593/1491 8 CREST RD 312 RPV VCP 0632/1545-0633/1545 8 EDINGHILL DR 208 RPV VCP 0478/1491-0491/1491 10 130 RPV VCP 0047/1492-0048/1492 8 CALLE DE SUENOS 240 RPV VCP 0051/1492-0052/1492 8 CAMINO PORVENIR 356 RPV VCP 0227/1490-0228/1490 8 LOFTY GROVE DR 237 RPV VCP 0450/1545-0451/1545 8 159 RPV VCP 0786/1491-0787/1491 8 MARGUERITE DR 276 RPV VCP 0574/1491-0575/1491 8 VIA CAMBRON 94 RPV VCP 0067/1492-0068/1492 8 RUE LA FLEUR 370 RPV VCP 0535/1491-0536/1491 8 AVENIDA DEL CALMA 251 RPV VCP 0539/1491-0540/1491 8 CALLE DE SUENOS 269 RPV VCP °9 162 RPV_tota106302014 0680/1491-0681/1491 8 GOLDEN MEADOW DR 49 RPV VCP 0158/1544-0159/1544 8 MOSSBANK DR 147 RPV VCP 0429/1545-0430/1545 8 CRESTWIND DR 260 RPV VCP 0132/1546-0133/1546 8 79 RPV VCP 0134/1546-0135/1546 8 236 RPV VCP 0079/1599-0925/1545 8 237 RPV VCP 0325/1546-0326/1546 8 SEABREEZE AV 263 RPV VCP 0324/1546-0325/1546 8 SEABREEZE AV 120 RPV VCP 0009/1546-0010/1546 8 65 RPV VCP 0045/1546-0046/1546 8 CHARTRES DR 270 RPV VCP 0044/1546-0045/1546 8 CHARTRES DR 167 RPV VCP 0052/1546-0973/1545 8 MATISSE DR 237 RPV VCP 0331/1546-0332/1546 8 50 RPV VCP 0889/1545-0975/1545 8 SANTA CATALINA DR 54 RPV ABSCP 1038/1545-1039/1545 8 SAIL VIEW AV 328 RPV VCP 0277/1545-0279/1545 8 OCEAN TERRACE DR 314 RPV VCP 1060/1545-1061/1545 8 VIA COSTA VERDE 120 RPV VCP 1063/1545-1065/1545 8 VIA COSTA VERDE 304 RPV VCP 0189/1544-1065/1544 8 IRONWOOD ST 69 RPV VCP 0075/1655-0076/1655 8 52 RPV VCP 0297/1546-0298/1546 8 133 RPV VCP 0129/1601-0143/1601 8 FORRESTAL DR 136 RPV VCP 0076/1546-0077/1546 8 CARTIER DR 177 RPV VCP 0050/1601-0114/1601 8 SEACLIFF DR 111 RPV VCP 0123/1546-0124/1546 8 340 RPV VCP 0025/1600-0026/1600 8 EXULTANT DR 264 RPV VCP 0018/1492-0019/1492 12 HAWTHORNE BV 326 RPV VCP 0165/1653-0166/1653 8 AVENIDA CUADERNO 302 RPV VCP 0272/1546-0273/1546 8 300 RPV VCP 0116/1546-0117/1546 8 ALTA VISTA DR 198 RPV VCP 0245/1653-0246/1653 8 150 RPV VCP 0220/1544-0221/1544 8 264 RPV VCP 0477/1544-0478/1544 8 59 RPV VCP 0112/1601-0125/1600 8 VIGILANCE DR 243 RPV VCP 0308/1544-0309/1544 8 IRONWOOD ST 50 RPV VCP 0018/1653-0021/1653 8 MT RAINIER RD 350 RPV VCP 0232/1544-0233/1544 8 WILDBRIAR DR 314 RPV VCP 0319/1544-0320/1544 8 SILVER SPUR RD 90 RPV VCP 0241/1546-0288/1546 8 210 RPV VCP 0191/1653-0194/1653 8 AVENIDA DELMESA 157 RPV VCP 0117/1653-0118/1653 12 DELASONDE DR 89 RPV VCP 0024/1546-0025/1546 8 RHONE DR 323 RPV VCP 0108/1600-0109/1600 8 182 RPV VCP 0142/1544-0143/1544 8 SPRING CREEK RD 341 RPV VCP 0131/1653-0132/1653 8 DELASONDE DR 326 RPV VCP 0093/1600-0094/1600 8 322 RPV LVCP 0283/1546-0284/1546 8 SANDYPOINT CT 290 RPV VCP 0108/1599-0109/1599 8 300 RPV VCP 0137/1601-0138/1601 8 74 RPV VCP 0286/1544-0287/1544 8 BIRCHFIELD AV 209 RPV VCP 0111/1546-0182/1546 8 62 RPV VCP 0089/1601-0090/1601 8 SEARAVEN DR 244 RPV VCP °I° 163 RPV_tota106302014 0075/1492-0076/1492 8 RUE LANGLOIS 290 RPV VCP 0104/1653-0105/1653 8 SANTA RENA DR 350 RPV VCP 0276/1544-0277/1544 10 BAYRIDGE RD 131 RPV VCP 0484/1544-0504/1544 8 WHITE HORN DR 176 RPV VCP 0003/1492-0004/1492 8 VIA LA CRESTA 197 RPV VCP 0465/1544-0468/1544 8 SHOREWOOD RD 112 RPV VCP 0046/1601-0047/1601 8 GANADO DR 131 RPV VCP 0176/1653-PUMP/1653 12 WESTERN AV 33 RPV VCP 0162/1601-0163/1601 8 EXULTANT DR 358 RPV VCP 0038/1600-0039/1600 8 91 RPV VCP 0048/1598-0049/1598 8 HAWKHURST DR 295 RPV VCP 0091/1601-0092/1601 8 SEARAVEN DR 161 RPV VCP 0234/1544-0235/1544 8 BARKSTONE DR 247 RPV VCP 0519/1544-0520/1544 8 ROCKVALLEY RD 206 RPV VCP 0134/1653-0135/1653 8 VALLETA DR 315 RPV VCP 0188/1544-0189/1544 8 183 RPV VCP 0140/1653-0141/1653 8 AVENIDA CUADERNO 141 RPV VCP 0164/1653-0167/1653 8 AVENIDA APRENDA 175 RPV VCP 0169/1546-0170/1546 15 89 RPV VCP 0349/1544-0431/1544 10 198 RPV VCP 0495/1544-1035/1544 8 HAWTHORNE BV 62 RPV VCP 0192/1653-0193/1653 8 AVENIDA FELICIANO 317 RPV VCP 0027/1653-0030/1653 8 TOSCANINI DR 260 RPV VCP 0053/1601-0054/1601 8 COOLHEIGHTS DR 139 RPV VCP 0018/1600-0019/1600 8 DAUNTLESS DR 352 RPV VCP 0153/1546-0154/1546 8 VIA LA CRESTA 321 RPV VCP 0011/1598-0012/1598 8 225 RPV VCP 0083/1601-0084/1601 8 HEROIC DR 183 RPV VCP 0168/1544-0169/1544 8 WHITESTONE RD 251 RPV VCP 0193/1653-0194/1653 8 AVENIDA FELICIANO 247 RPV VCP 0093/1653-0105/1653 8 MONTEREINA DR 291 RPV VCP 0163/1653-0164/1653 8 AVENIDA APRENDA 184 RPV. VCP 0154/1546-0003/1492 8 VIA LA CRESTA 364 RPV VCP 0152/1653-0153/1653 8 ALAFLORA DR 198 RPV VCP 0070/1653-0071/1653 8 TOSCANINI DR 97 RPV VCP 0130/1601-0140/1601 8 NAUTILUS DR 202 RPV VCP 0151/1492-0154/1492 8 VIA DEL CIELO 285 RPV VCP 0103/1600-0137/1600 8 CLIFFSITE DR 164 RPV VCP 0122/1601-0123/1601 8 PALOS VERDES DR 326 RPV VCP 0034/1492-0035/1492 8 RUE DE LA PIERRE 220 RPV VCP 0149/1544-0150/1544 8 GROVEOAK PL 201 RPV VCP 0176/1653-0179/1653 12 WESTERN AV 85 RPV VCP 0118/1492-0119/1492 8 CALLE VIENTO 271 RPV VCP 0320/1544-0321/1544 8 SILVER SPUR RD 210 RPV VCP 0218/1546-0249/1546 8 312 RPV VCP 0238/1546-0292/1546 8 ALLEY 155 RPV VCP 0530/1544-0531/1544 8 BLACKHORSE RD 344 RPV VCP 0151/1653-0155/1653 8 MONTEREINA DR 227 RPV VCP 0092/1600-0093/1600 8 BENDIGO DR 303 RPV VCP 0019/1600-0020/1600 8 AVENGER PL 130 RPV VCP 0395/1544-0396/1544 8 BASSWOOD AV 246 RPV VCP 0008/1600-0009/1600 8 PALOS VERDES DR S 350 RPV VCP °" 164 RPV_tota106302014 0482/1544-0483/1544 8 47 RPV VCP 0314/1544-0315/1544 8 350 RPV VCP 0483/1544-0484/1544 8 117 RPV VCP 0076/1492-0077/1492 8 RUE LANGLOIS 247 RPV VCP 0200/1653-0202/1653 8 REDONDELA DR 145 RPV VCP 0339/1544-0341/1544 8 WHITEFOX DR 250 RPV VCP 0289/1546-0290/1546 8 VIA PALACIO 173 RPV VCP 0115/1492-0116/1492 8 CALLE ENTRADERO 238 RPV VCP 0128/1600-0129/1600 8 PHANTOM DR 193 RPV VCP 0195/1544-0199/1544 8 117 RPV VCP 0011/1601-0012/1601 15 PASEO DEL MAR 359 RPV VCP 0056/1492-0057/1492 8 RUE VALOIS 330 RPV VCP 0181/1546-TRNK/1546 15 PALOS VERDES DR S 32 RPV VCP 0121/1600-0180/1600 8 OCEANGROVE DR 199 RPV VCP 0062/1601-0063/1601 8 FLOWERIDGE DR 120 RPV VCP 0014/1601-0015/1601 12 272 RPV VCP 0027/1600-0161/1601 8 EXULTANT DR 263 RPV VCP 0048/1601-0112/1600 8 GANADO DR 375 RPV VCP 0190/1544-0234/1544 8 BARKSTONE DR 196 RPV VCP 0011/1654-0012/1654 8 SPARTA DR 120 RPV VCP 0029/1655-0030/1655 10 TARAPACA RD 298 RPV VCP 0547/1545-0548/1545 8 LONGHILL DR 351 RPV VCP 0156/1544-0222/1544 8 GRAYSLAKE RD 272 RPV VCP 0049/1544-0050/1544 8 ELLA RD 90 RPV VCP 0584/1545-0585/1545 8 RIDGEHAVEN CT 49 RPV VCP 0221/1544-0222/1544 8 GRAYSLAKE RD 343 RPV VCP 0090/1654-0100/1654 8 NANCY RD 164 RPV VCP 0679/1491-0698/1491 8 WILLOWTREE DR 293 RPV VCP 0062/1654-0063/1654 8 75 RPV VCP 0282/1545-0886/1545 8 183 RPV ABSCP 0446/1654-0447/1654 8 CRESTWOOD ST 258 RPV VCP 0092/1492-0093/1492 8 325 RPV VCP 0214/1546-0215/1546 8 SEACOVE DR 218 RPV VCP 0239/1546-0240/1546 8 BEACHVIEW DR 276 RPV VCP 0066/1544-0067/1544 8 SANTONA DR 168 RPV VCP 0039/1544-0066/1544 8 LOMO DR 313 RPV VCP 0078/1544-0079/1544 8 GRANVIA ALTAMIRA 157 RPV VCP 0207/1546-0210/1546 8 SEACOVE DR 399 RPV VCP 0236/1546-0237/1546 8 SEAWOLF DR 249 RPV VCP 0083/1544-0084/1544 8 RIO LINDA DR 209 RPV VCP 0511/1544-0512/1544 8 209 RPV VCP 0141/1544-0142/1544 8 SPRING CREEK RD 350 RPV VCP 0166/1544-0167/1544 8 WHITESTONE RD 290 RPV VCP 0162/1544-0164/1544 8 WHITESTONE RD 158 RPV VCP 0159/1544-0160/1544 8 MOSSBANK DR 120 RPV VCP 0276/1545-0277/1545 8 HIGHRIDGE RD 276 RPV VCP 0209/1544-0210/1544 8 131 RPV VCP 0150/1544-0151/1544 8 HYTE RD 168 RPV VCP 0196/1544-0197/1544 8 MONTEMALAGA DR 162 RPV VCP 0953/1544-0954/1544 8 VIA SONOMA 255 RPV VCP 0940/1544-0941/1544 8 144 RPV VCP 0243/1544-0244/1544 8 ASHFORK PL 180 RPV VCP D12 165 RPV tota106302014 0192/1544-0243/1544 8 ASHFORK PL 97 RPV VCP 0237/1544-0238/1544 8 BARKSTONE DR 175 RPV VCP 0073/1546-0074/1546 8 CARTIER DR 111 RPV VCP 0065/1546-0066/1546 8 170 RPV VCP 0152/1492-0153/1492 8 CALLE CORTADA 210 RPV VCP 0131/1492-0155/1492 8 305 RPV DIP 0128/1492-0129/1492 8 99 RPV VCP 0125/1492-0126/1492 8 178 RPV VCP 0113/1546-0114/1546 8 288 RPV VCP 01'12/1546-0113/1546 8 275 RPV VCP 0162/1546-0163/1546 8 MARNE DR 89 RPV VCP 0936/1544-0937/1544 8 MONTEMALAGA DR 70 RPV VCP 0586/1545-0587/1545 8 RIDGEHAVEN CT 191 RPV VCP 0716/1545-0717/1545 8 BINTON LN 149 RPV VCP 0515/1654-0516/1654 8 DORADO DR 184 RPV VCP 0039/1545-0040/1545 8 HAWTHORNE BV 211 RPV VCP 0380/1545-0381/1545 8 OCEANRIDGE DR 298 RPV VCP 0422/1654-0423/1654 8 WEYMOUTH AV 69 RPV VCP 0679/1491-0680/1491 15 GOLDEN MEADOW DR 244 RPV VCP 0279/1545-0280/1545 8 250 RPV VCP 0138/1492-0139/1492 8 CALLE ENTRADERO 153 RPV VCP 0132/1654-0133/1654 8 VIA COLINITA 77 RPV VCP 0111/1654-0119/1654 8 ENROSE AV 287 RPV VCP 0144/1600-0145/1600 8 CREST DR 217 RPV ABSCP 0559/1545-0560/1545 8 ABBOTTSWOOD DR 235 RPV VCP 0031/1599-0032/1599 8 ELKRIDGE DR 129 RPV VCP 0231/1490-0232/1490 8 MAYCROFT DR 283 RPV VCP 0585/1491-0586/1491 8 CREST RD 57 RPV VCP 0208/1654-0547/1654 8 HIGHPOINT RD 162 RPV VCP 0534/1545-0535/1545 8 SILVER SPUR RD 36 RPV VCP 0102/1545-0103/1545 8 LOCKLENNA LN 263 RPV VCP 0153/1600-0154/1600 8 AVENIDA DE AZALEA 86 RPV ABSCP 0489/1654-0490/1654 8 TRUDIE DR 326 RPV VCP 0025/1654-0026/1654 8 PICARDIE RD 72 RPV VCP 0254/1654-0255/1654 8 KNOLL VIEW DR 215 RPV VCP 0153/1654-0154/1654 8 VIA SIENA 90 RPV VCP 0031/1654-0034/1654 8 VIA CANADA 85 RPV VCP 0581/1545-0582/1545 8 RIDGETHORN CT 230 RPV VCP 0428/1654-0429/1654 8 MACARTHUR ST 224 RPV VCP 0023/1601-0024/1601 8 230 RPV VCP 0077/1654-0078/1654 8 MENDON DR 139 RPV VCP 0028/1653-0029/1653 8 MT WHITNEY WY 317 RPV VCP 0943/1545-0944/1545 8 WARRIOR DR 191 RPV VCP 0166/1654-0168/1654 8 149 RPV VCP 0056/1654-0057/1654 8 84 RPV VCP 0138/1654-0139/1654 8 MIRALESTE DR 324 RPV VCP 0612/1491-0613/1491 8 303 RPV VCP 0493/1654-0494/1654 8 JAYBROOK DR 267 RPV VCP 0054/1653-0055/1653 8 CADDINGTON DR 339 RPV VCP 0125/1544-0126/1544 8 144 RPV VCP 0137/1654-0138/1654 8 MIRALESTE DR 250 RPV VCP 0124/1545-0125/1545 8 KINGS HARBOR DR 312 RPV VCP D13 166 RPV_tota106302014 0136/1545-0137/1545 8 VERDE RIDGE RD 258 RPV VCP 0246/1654-0247/1654 8 VIA SUBIDA 202 RPV VCP 0128/1545-0131/1545 8 RODEO DR 291 RPV VCP 0044/1655-0045/1655 8 249 RPV VCP 0184/1545-0189/1545 8 CREST ROAD 128 RPV VCP 0014/1545-0015/1545 8 AVENIDA ESPLENDIDA 372 RPV VCP 0947/1545-0539/1544 8 WARRIOR DR 255 RPV VCP 0256/1654-0257/1654 8 KNOLL VIEW DR .191 RPV VCP 0546/1654-0547/1654 8 CROWNVIEW DR 191 RPV VCP 0141/1546-0177/1546 8 241 RPV VCP 0078/1545-0185/1545 8 CARTIER DR 321 RPV VCP 0333/1654-0334/1654 8 RICH LN 355 RPV VCP 0285/1544-0286/1544 8 BIRCHFIELD AV 219 RPV VCP 0015/1653-0016/1653 8 MT ROSE RD 341 RPV VCP 0496/1654-0498/1654 8 JAYBROOK DR 119 RPV VCP 0128/1544-0129/1544 8 HILLTOP CIR 168 RPV VCP .0081/1653-0084/1653 8 BEECHAM DR 126 RPV VCP 0252/1654-0253/1654 8 122 RPV VCP 0003/1655-0054/1655 8 SAN RAMON DR 171 RPV VCP 0566/1654-0569/1654 8 DELADIER DR 212 RPV VCP 0421/1545-0422/1545 8 347 RPV ABSCP 0026/1654-0031/1654 8 VIA CANADA 205 RPV VCP 0073/1654-0074/1654 8 ENROSE AV 115 RPV VCP 0695/1491-0696/1491 8 HARTCREST DR 228 RPV VCP 0240/1545-0241/1545 8 174 RPV VCP 0018/1654-0019/1654 8 PALOS VERDES DR 229 RPV VCP 0492/1654-0493/1654 8 JAYBROOK DR 100 RPV VCP 0098/1599-0099/1599 8 OCEANAIRE DR 306 RPV VCP 0174/1654-0175/1654 8 PALOS VERDES DR E 133 RPV VCP 0125/1545-0127/1545 8 KINGS HARBOR DR 331 RPV VCP 0074/1654-0075/1654 8 ENROSE AV 113 RPV VCP 0549/1544-0550/1544 8 76 RPV VCP 0989/1545-0990/1545 8 SANTA CATALINA DR 231 RPV ABSCP 0444/1654-0445/1654 8 UPLAND ST 287 RPV VCP 0637/1491-0638/1491 8 118 RPV VCP 0053/1654-0054/1654 8 ATFORD DR 138 RPV VCP 0585/1545-0586/1545 8 RIDGEHAVEN CT 76 RPV VCP 0392/1544-0393/1544 8 SHOREWOOD RD 283 RPV VCP 0478/1545-0479/1545 8 CRESTRIDGE RD 96 RPV VCP 0146/1654-0147/1654 8 VIA DEL PLAZA 66 RPV VCP 0275/1545-0276/1545 8 HIGHRIDGE RD 170 RPV VCP 0326/1654-0327/1654 8 MIRALESTE DR 252 RPV VCP 0014/1654-0015/1654 8 CORAL RIDGE RD 259 RPV VCP 0939/1545-0940/1545 8 WARRIOR DR 182 RPV VCP 0462/1654-0463/1654 8 GENERAL ST 183 RPV VCP 0004/1546-0005/1546 8 OCEAN TERRACE DR 311 RPV VCP 0530/1654-0531/1654 8 CREST RD 266 RPV ABSCP 0941/1544-0942/1544 8 121 RPV VCP 0588/1491-0623/1491 8 AVENIDA ANILLO 186 RPV VCP 0103/1654-0104/1654 8 121 RPV VCP 0469/1491-0470/1491 8 VIA LORADO 88 RPV VCP 0464/1654-0469/1654 8 BAYEND DR 263 RPV VCP D14 167 RPV tota106302014 0217/1545-0218/1545 8 CREST RD 389 RPV VCP 0234/1654-0235/1654 8 147 RPV VCP 0404/1544-0405/1544 8 PEMBINA RD 180 RPV VCP 0300/1654-0301/1654 8 94 RPV VCP 0647/1491-0648/1491 8 ROCK PARK DR 178 RPV VCP 0424/1654-0425/1.654 8 WEYMOUTH AV 243 RPV VCP 0937/1545-0938/1545 8 LARCHBLUFF DR 308 RPV VCP 0078/1599-0079/1599 12 57 RPV VCP 0033/1545-0034/1545 8 171 RPV VCP 0020/1655-0021/1655 15 25TH ST 351 RPV LVCP 0511/1654-0067/1653 8 GUNTER RD 273 RPV VCP 0736/1545-0737/1545 8 COVERCREST DR 233 RPV VCP 0599/1545-0953/1545 8 SILVERARROW DR 121 RPV VCP 0030/1601-0031/1601 8 PALOS VERDES DR 268 RPV VCP 0097/1599-0098/1599 8 OCEANAIRE DR 350 RPV VCP 0186/1654-0187/1654 8 KNOLL VIEW DR 177 RPV VCP 0499/1654-0500/1654 8 JAYBROOK DR 199 RPV VCP 0225/1545-0226/1545 10 CREST RD 261 RPV VCP 0383/1544-0387/1544 8 FREEPORT RD 270 RPV VCP 0325/1654-0326/1654 8 MIRALESTE DR 246 RPV VCP 0389/1544-0391/1544 8 SHOREWOOD RD 309 RPV VCP 0245/1490-0246/1490 8 83 RPV VCP 0203/1654-0204/1654 8 152 RPV VCP 0297/1654-0298/1654 8 112 RPV VCP 0253/1654-0525/1654 8 KNOLL VIEW DR 162 RPV VCP 0087/1654-0088/1654 8 94 RPV VCP 0280/1545-0281/1545 8 200 RPV VCP 0145/1654-0171/1654 8 ALLEY 70 RPV VCP 0611/1545-0612/1545 8 TRAILRIDERS DR 316 RPV VCP 0931/1545-0932/1545 8 FLAMING ARROW DR 188 RPV VCP 0365/1545-0366/1545 8 MISTRIDGE DR 171 RPV VCP 0523/1491-0716/1491 8 148 RPV VCP 0176/1654-0178/1654 8 285 RPV VCP 0479/1491-0480/1491 8 VIA VICTORIA 321 RPV VCP 0510/1654-0511/1654 8 GUNTER RD 239 RPV VCP 0063/1600-0068/1600 8 CORINNA DR 133 RPV VCP 0685/1491-0793/1491 8 CHERTY DR 175 RPV VCP 0407/1544-0408/1544 8 FOND DU LAC RD 204 RPV VCP 0090/1544-0098/1544 8 RIDGEPATH CT 281 RPV VCP 0233/1545-0234/1545 10 CREST RD 61 RPV VCP 0004/1599-0005/1599 8 ELMBRIDGE DR 253 RPV VCP 0022/1654-0023/1654 8 PICARDIE RD 117 RPV VCP 0360/1654-0361/1654 8 PALOS VERDES DR E 174 RPV VCP 0606/1491-0607/1491 8 CREST RD 283 RPV VCP 0165/1654-0166/1654 8 PALOS VERDES DR E 76 RPV VCP 0030/1598-0031/1598 8 FALCON ROCK PL 229 RPV VCP 0463/1654-0464/1654 8 GENERAL ST 251 RPV VCP 0483/1654-0484/1654 8 TRUDIE DR 269 RPV VCP 0648/1545-0649/1545 8 HAZELRIDGE DR 286 RPV VCP 0535/1545-0536/1545 10 SILVER SPUR RD 238 RPV VCP 0650/1491-0651/1491 8 MAPLEPARK DR 279 RPV VCP 0613/1545-0614/1545 8 TRAILRIDERS DR 147 RPV VCP D15 168 RPV tota106302014 0135/1654-0136/1654 8 MIRALESTE DR 334 RPV VCP 0213/1490-0230/1490 8 GOLDEN MEADOW DR 49 RPV VCP 0241/1654-0242/1654 8 324 RPV VCP 0450/1654-0451/1654 8 CRESTWOOD ST 281 RPV VCP 0175/1654-0176/1654 8 230 RPV VCP 0531/1654-0538/1654 8 CREST RD 61 RPV ABSCP 0553/1544-0554/1544 8 SILVERMOON LN 164 RPV VCP 0235/1490-0236/1490 8 BROOKFORD DR 368 RPV VCP 0687/1491-0794/1491 8 LARKVALE DR 320 RPV VCP 0725/1545-0726/1545 8 COVERCREST DR 397 RPV VCP 0590/1491-0591/1491 8 CREST RD 215 RPV VCP 0496/1491-0497/1491 10 VIA VICTORIA 194 RPV VCP 0149/1654-0150/1654 8 VIA SIENA 220 RPV VCP 0488/1491-0489/1491 8 VIA RIVERA 244 RPV VCP 0496/1654-0497/1654 8 BAYEND DR 147 RPV VCP 0070/1654-0526/1654 8 RONSARD RD 247 RPV VCP 0662/1545-0665/1545 8 LEACREST DR 207 RPV VCP 0048/1653-0049/1653 8 MT LASSEN LN 127 RPV VCP 0051/1599-0052/1599 8 SEASHELL WY 146 RPV VCP 0023/1545-0024/1545 8 179 RPV VCP 0155/1654-0156/1654 8 127 RPV VCP 0150/1600-0152/1600 8 AVENIDA DE ROSA 134 RPV ABSCP 0068/1545-0185/1545 8 90 RPV VCP 0002/1654-0073/1654 8 SPARTA DR 223 RPV VCP 0723/1545-0724/1545 8 FIRTHRIDGE RD 369 RPV VCP 0105/1544-0106/1544 8 ALVAREZ DR 285 RPV VCP 0050/1600-0051/1600 8 LUCANIA DR 342 RPV VCP 0419/1545-0958/1545 8 FAWNSKIN DR 172 RPV VCP 0294/1654-0295/1654 8 VIA COLINITA 119 RPV VCP 0660/1491-0661/1491 15 GOLDEN MEADOW DR 317 RPV VCP 0046/1653-0052/1653 8 CADDINGTON DR 282 RPV VCP 0044/1599-0046/1599 8 167 RPV VCP 0013/1601-0206/1601 8 12 33 RPV VCP 0201/1601-0202/1601 8 TWIN HARBORS VIEW DR 194 RPV VCP 0483/1545-0484/1545 8 CRESTRIDGE RD 310 RPV VCP 0266/1654-0267/1654 8 209 RPV VCP 0034/1544-0035/1544 8 MONERO DR 350 RPV VCP 0235/1654-0236/1654 8 204 RPV VCP 0121/1654-0122/1654 8 ENROSE AV 274 RPV VCP 0008/1599-0002/1598 8 BROWNDEER LN 133 RPV VCP 0232/1545-0233/1545 8 CREST RD 50 RPV VCP 0055/1545-0179/1545 8 CREST ROAD 289 RPV VCP 0048/1545-0049/1545 8 CACHAN PL 95 RPV VCP 0238/1545-0239/1545 8 CRESTRIDGE RD 182 RPV VCP 0788/1491-0789/1491 8 MARGUERITE DR 326 RPV VCP 0474/1491-0475/1491 8 VIA VICTORIA 178 RPV VCP 0475/1491-0476/1491 8 VIA VICTORIA 272 RPV VCP 0019/1545-0020/1545 8 AVENIDA CLASSICA 237 RPV VCP 0018/1545-0019/1545 8 AVENIDA CELESTIAL 326 RPV VCP 0030/1492-0042/1492 8 168 RPV VCP 0071/1544-0072/1544 8 RIDGEHORN CT 167 RPV VCP 0006/1544-0007/1544 8 198 RPV VCP D16 169 RPV_tota106302014 0249/1490-0250/1490 8 46 RPV VCP 0236/1490-0237/1490 8 BROOKFORD DR 206 RPV VCP 0696/1491-0697/1491 8 BLYTHEWOOD DR 345 RPV VCP 0671/1491-0672/1491 8 CLOVERCLIFF DR 86 RPV VCP 0555/1545-0556/1545 8 ABBOTSWOOD DR 348 RPV VCP 0689/1491-0794/1491 8 TRAILRIDERS DR 300 RPV VCP 0008/1544-0009/1544 8 BIRCHMAN DR 250 RPV VCP 0693/1491-0694/1491 8 HARTCREST DR 292 RPV VCP 0244/1545-0245/1545 8 MIDDLECREST RD 99 RPV VCP 0447/1545-0448/1545 8 MELA LANE 154 RPV VCP 0476/1545-0477/1545 8 MEADOWDALE LN 390 RPV VCP 0252/1545-0471/1545 8 MIDDLECREST RD 229 RPV VCP 0480/1545-0481/1545 8 CRESTRIDGE RD 89 RPV VCP 0709/1545-0710/1545 8 MEADOWMIST DR 159 RPV VCP 0711/1545-0712/1545 8 ARMAGA SPRING RD 285 RPV VCP 0746/1545-0747/1545 8 LUNADA RIDGE RD 69 RPV VCP 0677/1545-0678/1545 8 STADIA LN 103 RPV VCP 0073/1545-0074/1545 8 MATISSE DR 186 RPV VCP 0038/1545-0039/1545 8 HAWTHORNE BV 29 RPV VCP 0053/1545-0054/1545 8 HAWTHORNE BV 240 RPV VCP 0333/1545-0334/1545 8 SUNMIST DR 375 RPV VCP 0308/1545-0309/1545 8 WHITLEY COLLINS DR 208 RPV VCP 0351/1545-0357/1545 8 SCOTWOOD DR 181 RPV VCP 0001/1546-0002/1546 8 OCEAN TERRACE DR 255 RPV VCP 0313/1545-0316/1545 8 SUNMIST DR 266 RPV VCP 0324/1545-0325/1545 8 STONECREST RD 182 RPV VCP 0484/1545-0485/1545 8 CRESTRIDGE RD 307 RPV VCP 0603/1491-0604/1491 8 AVENIDA ELEGANTE 243 RPV VCP 0667/1545-0768/1545 8 SEAMONT DR 271 RPV VCP 0659/1491-0732/1491 8 GROVESPRING DR 130 RPV VCP 0759/1545-0760/1545 8 SHIRE OAKS DR 206 RPV VCP 0768/1545-0836/1545 8 SHIRE OAKS DR 150 RPV VCP 0360/1544-0366/1544 8 FINECREST DR 154 RPV VCP 0507/1491-0508/1491 8 VIA BORICA 266 RPV VCP 0691/1545-0692/1545 8 SEABRYN DR 277 RPV VCP 0670/1545-0671/1545 8 DOVERIDGE DR 113 RPV VCP 0114/1544-0126/1544 8 235 RPV VCP 0815/1545-0816/1545 8 RAVENSPUR DR 238 RPV VCP 0490/1545-0924/1545 8 196 RPV VCP 0764/1545-0765/1545 8 COVERIDGE DR 228 RPV VCP 0360/1544-0361/1544 8 FLAMBEAU DR 97 RPV VCP 0668/1491-0669/1491 8 BRIARHURST DR 238 RPV VCP 0061/1545-0062/1545 8 ISLAND VIEW DR 164 RPV VCP 0153/1545-0154/1545 8 WARNICK DR 261 RPV VCP 0148/1545-0149/1545 8 HAWTHORNE BV 209 RPV VCP 0657/1491-0658/1491 8 GROVESPRING DR 331 RPV VCP 0012/1545-0014/1545 8 AVENIDA ESPLENDIDA 252 RPV VCP 0254/1545-.0255/1545 8 MIDDLECREST RD 358 RPV VCP 0658/1545-0049/1544 8 ELLA RD 141 RPV VCP 0776/1545-0095/1544 8 RIDGEFOREST CT 173 RPV VCP 0543/1491-0555/1491 8 CALLE DE SUENOS 115 RPV VCP 0512/1491-0513/1491 8 VIA BORICA 141 RPV VCP D17 170 RPV tota106302014 0518/1491-0519/1491 8 VIA BORICA 65 RPV VCP 0478/1491-0479/1491 8 VIA VICTORIA 409 RPV VCP 0026/1545-0595/1491 8 297 RPV VCP 0117/1545-0118/1545 8 VERDE RIDGE RD 318 RPV VCP 0625/1545-0626/1545 8 CEDARBLUFF DR 319 RPV VCP 0593/1545-0594/1545 8 GERONIMO DR 308 RPV VCP 0647/1545-0012/1544 8 HAZELRIDGE DR 297 RPV VCP 0624/1545-0625/1545 8 CEDARBLUFF DR 295 RPV VCP 0780/1491-0639/1545 8 EDDINGHILL DR 177 RPV VCP 0047/1492-0051/1492 8 CAMINO PORVENIR 184 RPV VCP 0033/1492-0521/1491 8 VIA BORICA 218 RPV VCP 0567/1491-0578/1491 8 VIA CAMBRON 299 RPV VCP 0056/1545-1041/1545 8 HAWTHORNE BV 140 RPV VCP 0136/1544-0137/1544 8 FLAMBEAU DR 260 RPV VCP 0460/1545-0461/1545 8 160 RPV VCP 0082/1599-0248/1545 8 198 RPV VCP 0462/1545-0463/1545 8 200 RPV VCP 0424/1545-0666/1545 8 311 RPV VCP 0131/1546-0995/1545 8 128 RPV VCP 0049/1546-0050/1546 8 CHERET PL 220 RPV VCP 0038/1546-0043/1546 8 CHARTRES DR 172 RPV VCP 0048/1546-0049/1546 8 CHERET PL 228 RPV VCP 0059/1546-0060/1546 8 61 RPV VCP 0058/1546-0059/1546 8 73 RPV VCP 0043/1546-0044/1546 8 CHARTRES DR 313 RPV VCP 0012/1546-0013/1546 8 SATTES DR 235 RPV VCP 0057/1546-0058/1546 8 190 RPV VCP 0452/1545-0453/1545 8 73 RPV VCP 0296/1545-0297/1545 8 OCEANPORT RD 234 RPV VCP 1006/1545-1050/1545 8 8 RPV VCP 0072/1655-0073/1655 8 PALOS VERDES DR E 94 RPV VCP 0641/1545-1088/1545 8 101 RPV VCP 0438/1544-0439/1544 10 BASSWOOD AV 146 RPV VCP 0933/1544-0934/1544 8 MONTEMALAGA DR 234 RPV VCP 0107/1601-0108/1601 8 VIGILANCE DR 186 RPV VCP 0064/1601-0065/1601 8 HIGHIDE DR 278 RPV VCP 0150/1544-0153/1544 8 HYTE RD 211 RPV VCP 0512/1544-0519/1544 8 DEEPBROOK DR 50 RPV VCP 0947/1544-0948/1544 8 WOODFERN DR 262 RPV VCP 0046/1601-0055/1601 8 FLOWERIDGE DR 222 RPV VCP 0045/1601-0046/1601 8 GANADO DR 113 RPV VCP 0123/1600-0124/1600 8 90 RPV VCP 0226/1546-0227/1546 8 SEACOVE DR 286 RPV VCP 0934/1544-0935/1544 8 MONTEMALAGA DR 306 RPV VCP 0004/1600-0005/1600 8 334 RPV VCP 0951/1544-0952/1544 8 VIA SONOMA 153 RPV VCP 0244/1653-0245/1653 8 244 RPV VCP 0119/1546-0120/1546 8 300 RPV VCP 0186/1601-0187/1601 8 PALOS VERDES DR 328 RPV VCP 0183/1546-0184/1546 8 PALOS VERDES DR S 161 RPV VCP 0036/1600-0037/1600 8 VALOR PL 24 RPV VCP 0125/1546-0144/1546 8 VALLON DR 180 RPV VCP D18 171 RPV_tota106302014 0271/1544-0272/1544 8 GRAYLOG ST 230 RPV VCP 0118/1653-0119/1653 12 DELASONDE DR 48 RPV VCP 0178/1600-0112/1599 8 277 RPV VCP 0083/1492-0088/1492 10 186 RPV VCP 0087/1601-0088/1601 8 HEROIC DR 215 RPV VCP 0159/1601-0161/1601 8 297 RPV VCP 0143/1653-0144/1653 10 AVENIDA ESTUDIANTE 195 RPV VCP 0105/1601-0197/1601 8 VIGILANCE DR 145 RPV VCP 0060/1601-0076/1601 8 93 RPV VCP 0291/1544-0292/1544 8 BIRCHFIELD AV 139 RPV VCP 0126/1601-0129/1601 8 PALOS VERDES DR S 310 RPV VCP 0110/1600-0111/1600 8 GANADO DR 223 RPV VCP 0198/1546-TRNK/1546 8 78 RPV VCP 0120/1601-0122/1601 8 45 RPV VCP 0429/1544-0438/1544 8 MANITOWAC DR 161 RPV VCP 0096/1601-0097/1601 8 PHANTOM DR 106 RPV VCP 0093/1653-0299/1653 8 TOSCANINI DR 218 RPV VCP 0137/1653-0157/1653 12 PONTEVEDRA DR 207 RPV VCP 0107/1492-0108/1492 8 VIA LA CRESTA 205 RPV VCP 0084/1600-0085/1600 8 GANADO DR 167 RPV VCP 0126/1653-0127/1653 8 DELASONDE DR 117 RPV VCP 0132/1653-0136/1653 12 PONTEVEDRA DR 283 RPV VCP 0328/1544-0329/1544 8 SILVER SPUR RD 95 RPV VCP 0431/1544-0432/1544 8 MAZUR DR 243 RPV VCP 0228/1546-0229/1546 8 SEACOVE DR 377 RPV VCP 0088/1600-0089/1600 8 GANADO DR 307 RPV VCP 0433/1544-0434/1544 8 MAZUR DR 75 RPV VCP 0159/1653-0160/1653 8 PONTEVEDRA DR 180 RPV VCP 0487/1544-0488/1544 8 WHITE HORN DR 185 RPV VCP 0173/1546-0174/1546 12 277 RPV VCP 0299/1544-0300/1544 8 DIVERSEY DR 193 RPV VCP 0095/1546-0096/1546 15 HAWTHORNE BV 189 RPV VCP 0458/1544-0459/1544 8 LITTLEBOW RD 122 RPV VCP 0170/1546-0173/1546 15 185 RPV VCP 0121/1546-0122/1546 8 213 RPV VCP 0269/1546-0270/1546 8 316 RPV VCP 0115/1653-0116/1653 8 PONTEVEDRA DR 208 RPV VCP 0080/1600-0081/1600 8 GANADO DR 204 RPV VCP 0278/1544-0279/1544 10 BAYRIDGE RD 179 RPV LVCP 0083/1600-0084/1600 8 GANADO DR 239 RPV VCP 0350/1544-0351/1544 10 210 RPV VCP 0201/1546-0202/1546 8 112 RPV VCP 0122/1492-0123/1492 8 PACIFIC DEL MAR 179 RPV VCP 0490/1544-0491/1544 8 56 RPV VCP 0010/1600-0011/1600 8 ADMIRABLE DR 107 RPV VCP 0114/1653-0115/1653 10 PONTEVEDRA DR 173 RPV VCP 0089/1492-0090/1492 8 CALLE DE SUENOS 228 RPV VCP 0117/1600-0118/1600 8 FALCONHEAD DR 274 RPV VCP 0223/1544-0224/1544 8 282 RPV VCP 0020/1492-TRNK/1492 15 HAWTHORNE BV 168 RPV VCP 0030/1600-0031/1600 8 STALWART DR 360 RPV VCP 0173/1601-0174/1601 8 PALOS VERDES DR S 316 RPV VCP D19 172 RPV tota106302014 0187/1601-0188/1601 8 PALOS VERDES DR 199 RPV VCP 0084/1492-0085/1492 10 185 RPV VCP 0103/1600-0104/1600 8 CLIFFSITE DR 241 RPV VCP 0110/1599-0111/1599 8 159 RPV VCP 0310/1544-0312/1544 8 170 RPV VCP 0032/1601-0033/1601 8 PALOS VERDES DR 272 RPV VCP 0047/1598-0522/1544 8 HAWKHURST DR 184 RPV VCP 0185/1601-0186/1601 8 PALOS VERDES DR 376 RPV VCP 0151/1546-0152/1546 8 VIA LA CRESTA 250 RPV VCP 0091/1601-0103/1601 8 150 RPV VCP 0155/1546-0008/1492 8 HAWTHORNE BV 325 RPV VCP 0036/1492-0037/1492 8 RUE DE LA PIERRE 338 RPV VCP 0472/1544-0473/1544 8 SHOREWOOD RD 270 RPV VCP 0111/1599-0112/1599 8 112 RPV VCP 0023/1546-0024/1546 8 RHONE DR 173 RPV VCP 0041/1655-0042/1655 8 191 RPV VCP 0236/1654-0237/1654 8 123 RPV VCP 0787/1491-PUMP/1491 8 27 RPV VCP 0025/1653-0042/1653 8 MT SAWTOOTH DR 345 RPV VCP 0526/1654-0527/1654 8 MENDON DR 182 RPV VCP 0077/1492-0078/1492 8 RUE LANGLOIS 382 RPV VCP 0019/1492-0020/1492 12 HAWTHORNE BV 127 RPV VCP 0017/1492-0074/1492 8 HAWTHORNE BV 7 RPV VCP 0263/1544-0264/1544 8 133 RPV CAS 0245/1546-0246/1546 8 COASTSITE DR 342 RPV VCP 0285/1546-0286/1546 8 54 RPV VCP 0041/1546-0234/1546 8 170 RPV VCP 0100/1492-0101/1492 8 VIA DEL MAR 161 RPV VCP 0099/1601-0100/1601 8 PHANTOM DR 246 RPV VCP 0159/1601-0160/1601 8 ADMIRABLE DR 285 RPV VCP 0144/1653-0147/1653 10 AVENIDA ESTUDIANTE 159 RPV VCP 0143/1546-0274/1546 8 VALLON DR 300 RPV VCP 0119/1600-0120/1600 8 HIGHTIDE DR 155 RPV VCP 0150/1546-0151/1546 8 VIA LA CRESTA 296 RPV VCP 0105/1601-0106/1601 8 VIGILANCE DR 191 RPV VCP 0001/1492-0002/1492 8 VALLON DR 292 RPV VCP 0601/1544-0602/1544 8 199 RPV VCP 0015/1600-0016/1600 8 DAUNTLESS DR 151 RPV VCP 0294/1546-TRNK/1546 8 PALOS VERDES DR S 10 RPV VCP 0492/1544-0493/1544 8 25 RPV VCP 0094/1601-0095/1601 8 SEARAVEN DR 227 RPV VCP 0004/1492-0005/1492 8 VIA LA CRESTA 262 RPV VCP 0071/1601-0072/1601 8 SEAGLEN DR 359 RPV VCP 0456/1544-0457/1544 8 LITTLEBOW RD 122 RPV VCP 0279/1544-0280/1544 12 BAYRIDGE RD 354 RPV VCP 0019/1600-0021/1600 8 DAUNTLESS DR 282 RPV VCP 0489/1544-0490/1544 8 157 RPV VCP 0231/1544-0325/1544 8 SILVER SPUR RD 79 RPV VCP 0097/1601-0098/1601 8 PHANTOM DR 270 RPV VCP 0345/1544-1069/1544 10 BASSWOOD AV 101 RPV VCP 0014/1598-0015/1598 8 HONEY CREEK RD 289 RPV VCP 0055/1492-0056/1492 8 RUE VALOIS 272 RPV VCP D20 173 RPV_tota106302014 0349/1544-0350/1544 10 235 RPV VCP 0200/1544-0201/1544 8 219 RPV VCP 0462/1544-0463/1544 8 INDIAN PEAK RD 211 RPV VCP 0096/1492-0097/1492 8 CALLE LA RESOLANA 205 RPV VCP 0056/1600-0057/1600° 8 DELUNA DR 87 RPV VCP 0533/1545-0534/1545 8 SILVER SPUR RD 396 RPV VCP 0045/1545-0046/1545 8 190 RPV VCP 0002/1599-0938/1545 8 BROWNDEER LN 53 RPV VCP 0131/1544-0804/1545 8 HILLTOP CIR 228 RPV VCP 0079/1545-0629/1491 8 326 RPV VCP 0125/1654-0478/1654 8 SUMMERLAND ST 337 RPV VCP 0127/1545-0128/1545 8 KINGS HARBOR DR 291 RPV VCP 0071/1600-0072/1600 8 CORINNA DR 153 RPV VCP 0325/1654-0328/1654 8 MIRALESTE DR 248 RPV VCP 0512/1544-0513/1544 8 ROCKVALLEY RD 249 RPV VCP 0784/1491-0785/1491 8 MARGUERITE DR 345 RPV VCP 0015/1599-0016/1599 8 BROWNDEER LN 294 RPV VCP 0095/1599-0096/1599 8 170 RPV VCP 0541/1491-0542/1491 8 CALLE DE SUENOS 282 RPV VCP 0366/1654-0049/1600 8 DIANORA DR 330 RPV VCP 0002/1653-0003/1653 8 BLOOMWOOD DR 201 RPV VCP 0356/1654-0357/1654 8 150 RPV VCP 0952/1545-0953/1545 8 FAWNSKIN DR 168 RPV VCP 0538/1544-0539/1544 8 SILVER ARROW DR 264 RPV VCP 0717/1491-0718/1491 8 AVENIDA ALTISMA 135 RPV VCP 0345/1654-0346/1654 8 CHANDELEUR DR 124 RPV VCP 0007/1546-0008/1546 8 136 RPV VCP 0027/1655-0028/1655 10 252 RPV VCP 0165/1654-0167/1654 8 PALOS VERDES DR E 232 RPV VCP 0084/1654-0085/1654 8 JAYBROOK DR 214 RPV VCP 0095/1545-0097/1545 8 FAIRCOVE DR 250 RPV VCP 0412/1544-1020/1544 8 SILVER SPUR RD 50 RPV VCP 0039/1599-0040/1599 8 LONGHILL DR 214 RPV VCP 0966/1545-0967/1545 8 LONGHILL DR 321 RPV VCP 0465/1654-0466/1654 8 GENERAL ST 297 RPV VCP 0410/1544-0411/1544 8 SILVER SPUR RD 370 RPV VCP 0173/1600-0174/1600 8 PASEO DE CASTANA 151 RPV ABSCP 0005/1544-0006/1544 8 171 RPV VCP 0542/1491-0543/1491 8 CALLE DE SUENOS 156 RPV VCP 0933/1545-0934/1545 8 BROWNDEER LN 128 RPV VCP 0576/1491-0578/1491 8 VIA CAMBRON 81 RPV VCP 0263/1653-0277/1653 8 PENINSULA VERDE DR 220 RPV VCP 0030/1545-0031/1545 8 AVENIDA ESPLENDIDA 215 RPV VCP 0484/1654-0485/1654 8 TRUDIE DR 304 RPV VCP 0272/1654-0273/1654 8 185 RPV VCP 0103/1544-0104/1544 8 ALVAREZ DR 180 RPV VCP 0086/1546-0087/1546 8 117 RPV VCP 0032/1546-0034/1546 8 233 RPV VCP 0008/1601-0199/'160'1 8 LA ROTONDA DR 280 RPV VCP 0365/1654-0366/1654 8 CORINNA DR 347 RPV VCP 0595/1545-0596/1545 8 SUNNY POINT PL 199 RPV VCP 0474/1654-0475/1654 8 SUMMERLAND ST 142 RPV VCP D21 174 RPV tota106302014 0424/1545-0425/1545 8 300 RPV VCP 0544/1544-0545/1544 8 DIAMOND HEAD LN 190 RPV VCP 0239/1654-0252/1654 8 55 RPV VCP 0726/1545-0727/1545 8 COVERCREST DR 260 RPV VCP 0247/1545-0176/1599 10 187 RPV VCP 0384/1544-0385/1544 8 MESABA DR 208 RPV VCP 0363/1545-0364/1545 8 SCOTWOOD DR 290 RPV VCP 0094/1599-0095/1599 8 81 RPV VCP 0048/1655-0049/1655 8 304 RPV VCP 0164/1654-0165/1654 8 MIRALESTE DR 174 RPV VCP 0050/1654-0083/1654 8 CADDINGTON DR 53 RPV VCP 0010/1598-0036/1598 8 BLACKHORSE RD 130 RPV VCP 0001/1653-PUMP/1653 8 112 RPV VCP 0079/1654-0080/1654 8 ENROSE AV 104 RPV VCP 0224/1544-0227/1544 8 LIGHTFOOT PL 71 RPV VCP 0259/1653-0261/1653 8 PENINSULA VERDE DR 308 RPV VCP 0032/1654-0033/1654 8 EL TESORO PL 263 RPV VCP 0517/1544-0518/1544 8 NOKOMIS RD 269 RPV VCP 0794/1545-0795/1545 8 245 RPV VCP 0799/1545-0972/1545 8 HIGHRIDGE RD 308 RPV VCP 0047/1599-0160/1599 8 BEECHGATE DR 129 RPV VCP 0712/1545-0742/1545 8 QUAILHILL DR 339 RPV VCP 0048/1654-0049/1654 8 ATFORD DR 81 RPV VCP 0010/1599-0011/1599 8 BROWNDEER LN 175 RPV VCP 0635/1545-0636/1545 8 EDINGHILL DR 391 RPV VCP 0046/1600-0047/1600 8 180 RPV VCP 0056/1601-0057/1601 8 SEACLAIRE DR 301 RPV VCP 0122/1545-0123/1545 8 142 RPV VCP 0068/1653-0069/1653 8 GUNTER RD 178 RPV VCP 0543/1545-0544/1545 8 SILVERARROW DR 218 RPV LVCP 0104/1545-0106/1545 8 LOCKLENNA LN 331 RPV VCP 0540/1545-0541/1545 8 SILVER SPUR RD 27 RPV VCP 0629/1545-0630/1545 8 EDINGHILL DR 185 RPV VCP 0212/1654-0213/1654 8 HIGHPOINT RD 56 RPV VCP 0514/1654-0515/1654 8 DORADO DR 202 RPV VCP 0290/1654-0291/1654 8 259 RPV VCP 0628/1491-0629/1491 8 152 RPV VCP 0192/1654-0193/1654 8 170 RPV VCP 0084/1599-0085/1599 8 120 RPV VCP 0298/1654-0299/1654 8 97 RPV VCP 0449/1654-0450/1654 8 CRESTWOOD ST 299 RPV VCP 0034/1655-0035/1655 8 VISTA MESA DR 350 RPV VCP 0557/1491-0558/1491 8 230 RPV VCP 0111/1654-0112/1654 8 135 RPV VCP 0368/1544-0369/1544 8 52 RPV VCP 0033/1601-0034/1601 8 PALOS VERDES DR 219 RPV VCP 0535/1654-0577/1654 8 CREST RD 110 RPV ABSCP 0134/1544-0376/1544 8 HAWTHORNE BV 177 RPV VCP 0225/1545-0417/1545 8 CREST RD 49 RPV VCP 0441/1545-0442/1545 8 243 RPV VCP 0257/1653-0259/1653 8 PENINSULA VERDE DR 287 RPV VCP 0564/1491-0565/1491 8 183 RPV VCP 022 175 RPV_tota106302014 0028/1601-0029/1601 8 PALOS VERDES DR 287 RPV VCP 0386/1544-0387/1544 8 HAWTHORNE BV 267 RPV VCP 0001/1654-0002/1654 8 ATFORD DR 269 RPV VCP 0532/1545-0533/1545 8 SILVER SPUR RD 276 RPV VCP 0342/1544-0343/1544 8 WHITEFOX DR 190 RPV VCP 0040/1544-0041/1544 8 MONERO DR 63 RPV VCP 0082/1544-0083/1544 8 RIO LINDA DR 240 RPV VCP 0282/1546-0283/1546 8 SANDYPOINT CT 221 RPV VCP 0019/1599-0020/1599 8 ELKRIDGE DR 263 RPV VCP 0041/1654-0042/1654 8 VIA DE ANZAR 162 RPV VCP 0177/1544-0178/1544 8 FINECREST DR 286 RPV VCP 0174/1544-0175/1544 8 WAUKESKA PL 205 RPV VCP 0174/1544-0179/1544 8 GRAYSLAKE RD 316 RPV VCP 0146/1544-0161/1544 8 MOSSBANK DR 205 RPV VCP 0215/1544-0216/1544 8 38 RPV VCP 0208/1544-0209/1544 8 135 RPV VCP 0207/1544-0208/1544 8 80 RPV VCP 0197/1544-0198/1544 8 MONTEMALAGA DR 271 RPV VCP 0195/1544-0196/1544 8 MONTEMALAGA DR 102 RPV VCP 0957/1544-1016/1544 8 186 RPV VCP 0956/1544-0957/1544 8 65 RPV VCP 0075/1546-0095/1546 8 DUPRE DR 210 RPV VCP 0077/1546-0078/1546 8 CARTIER DR 341 RPV VCP 0938/1544-0939/1544 8 105 RPV VCP 0019/1546-0021/1546 8 166 RPV VCP 0359/1544-0360/1544 10 197 RPV VCP 0134/1492-0135/1492 8 CALLE ENTRADERO 133 RPV VCP 0126/1492-0127/1492 8 300 RPV VCP 0062/1546-0063/1546 8 81 RPV VCP 0295/1546-0297/1546 8 251 RPV VCP 0035/1653-0036/1653 8 THISTLEWOOD CT 294 RPV VCP 0193/1545-0194/1545 15 CREST ROAD 227 RPV VCP 0148/1600-0149/1600 8 AVENIDA DE ROSA 166 RPV ABSCP 0357/1654-0358/1654 8 CALLE AVENTURA 228 RPV VCP 0037/1655-0038/1655 8 CALLE AVENTURA 350 RPV VCP 0408/1544-0409/1544 8 FOND DU LAC RD 151 RPV VCP 0490/1654-0491/1654 8 TRUDIE DR 337 RPV VCP 0624/1491-0625/1491 8 150 RPV VCP 0373/1544-0374/1544 8 RAVENSPUR DR 36 RPV VCP 0291/1544-0298/1544 8 DIVERSEY DR 203 RPV VCP 0533/1544-0534/1544 8 SILVER ARROW DR 94 RPV VCP 0134/1654-0135/1654 8 MIRALESTE DR 318 RPV VCP 0136/1654-0154/1654 8 VIA SIENA 165 RPV VCP 0690/1491-0691/1491 8 HEDGEWOOD DR 290 RPV VCP 0293/1654-0294/1654 8 VIA COLINITA 150 RPV VCP 0560/1545-0561/1545 8 ABBOTTSWOOD DR 232 RPV VCP 0201/1654-0202/1654 8 CROWNVIEW DR 128 RPV VCP 0243/1545-0245/1545 8 252 RPV VCP 0295/1544-0296/1544 8 ELMBANK RD 319 RPV VCP 0430/1654-0432/1654 8 MACARTHUR ST 347 RPV VCP 0461/1654-0462/1654 8 GENERAL ST 145 RPV VCP 0583/1545-0584/1545 8 RIDGECROFT CT 150 RPV VCP D23 176 RPV_tota106302014 0388/1544-0389/1544 8 SHOREWOOD RD 205 RPV VCP 0274/1654-0275/1654 8 212 RPV VCP 0061/1655-0194/1601 8 VISTA DEL MAR 246 RPV VCP 0204/1654-0205/1654 8 93 RPV VCP 0067/1653-0068/1653 8 GUNTER RD 132 RPV VCP 0003/1545-0995/1545 8 162 RPV VCP 0002/1655-0003/1655 8 SAN RAMON DR 300 RPV VCP 0486/1544-0487/1544 8 WHITE HORN DR 81 RPV VCP 0428/1654-0446/1654 8 CRESTWOOD ST 348 RPV VCP 0960/1545-0961/1545 8 GOLDEN ARROW DR 198 RPV VCP 0317/1654-0323/1654 8 173 RPV VCP 0509/1654-0518/1654 8 CANADA DR 261 RPV VCP 0935/1545-0936/1545 8 LITTLEWOOD DR 231 RPV VCP 0434/1654-0435/1654 8 MACARTHUR ST 326 RPV VCP 0914/1545-0915/1545 8 EAU CLAIRE DR 253 RPV VCP 0185/1654-0186/1654 8 KNOLL VIEW DR 158 RPV VCP 0141/1654-0142/1654 8 MIRALESTE DR 354 RPV VCP 0597/1491-0598/1491 8 AVENIDA TRANQUILA 213 RPV VCP 0318/1545-0319/1545 8 WHITECLIFF DR 286 RPV VCP 0250/1545-0251/1545 8 MIDDLECREST RD 88 RPV VCP 0211/1490-0234/1490 8 BROOKFORD DR 69 RFV VCP 0068/1655-0069/1655 10 295 RPV VCP 0140/1546-0141/1546 8 231 RPV VCP 0378/1545-0379/1545 8 NORTHBAY RD 327 RPV VCP 0398/1544-0415/1544 8 BASSWOOD AV 158 RPV VCP 0636/1491-0637/1491 8 336 RPV VCP 0217/1490-0218/1490 8 BEECHFIELD DR 151 RPV VCP 0529/1491-0530/1491 8 CAMINO PORVENIR 240 RPV VCP 0056/1655-0347/1654 8 CHANDELEUR DR 143 RPV VCP 0142/1545-0143/1545 8 HAWTHORNE BV 250 RPV VCP 0196/1545-0197/1545 15 CREST RD 327 RPV VCP 0520/1654-0522/1654 8 CADDINGTON DR 274 RPV VCP 0223/1545-0224/1545 8 CREST RD 148 RPV VCP 0337/1654-0343/1654 8 CHANDELEUR DR 263 RPV VCP 0288/1654-0289/1654 8 47 RPV VCP 0341/1654-0342/1654 8 SUANA DR 80 RPV VCP 0068/1654-0069/1654 8 190 RPV VCP 0088/1654-0089/1654 8 160 RPV VCP 0619/1491-0620/1491 8 AVENIDA TRANQUILA 83 RPV VCP 0031/1655-0032/1655 8 TARAPACA RD 219 RPV VCP 0336/1544-0337/1544 8 MONTEMALAGA DR 202 RPV VCP 0675/1491-0676/1491 15 GOLDEN MEADOW DR 51 RPV VCP 0237/1490-0238/1490 8 AMBERGATE DR 181 RPV VCP 0118/1654-0121/1654 8 FAIRHILL DR 310 RPV VCP 0211/1654-0212/1654 8 HIGHPOINT RD 155 RPV VCP 0416/1544-0417/1544 8 FOND DU LAC RD 290 RPV VCP 0126/1545-0127/1545 8 POSEY WY 250 RPV VCP 0370/1545-0371/1545 8 NEWSTAR DR 193 RPV VCP 0009/1599-0010/1599 8 BROWNDEER LN 199 RPV VCP 0063/1655-0064/1655 10 233 RPV VCP 0397/1544-0398/1544 8 BASSWOOD AV 303 RPV VCP 0097/1654-0098/1654 8 100 RPV VCP D24 177 RPV_tota106302014 0007/1655-0008/1655 8 113 RPV VCP 0219/1545-0220/1545 12 CREST RD 234 RPV VCP 0303/1654-0304/1654 8 VIA COLINITA 161 RPV VCP 0128/1546-0129/1546 8 215 RPV VCP 0486/1491-0487/1491 8 VIA RIVERA 287 RPV VCP 0550/1654-0551/1654 8 DELADIER DR 271 RPV VCP 0030/1655-0031/1655 10 TARAPACA RD 294 RPV VCP 0098/1599-0104/1599 8 200 RPV VCP 0566/1545-0567/1545 8 LOMO DR 379 RPV VCP 0530/1544-0533/1544 8 SILVER ARROW DR 130 RPV VCP 0767/1545-0836/1545 8 SHIRE OAKS DR 55 RPV VCP 0346/1654-0347/1654 8 CHANDELEUR DR 276 RPV VCP 0045/1655-0046/1655 8 194 RPV VCP 0541/1545-0542/1545 8 SILVER SPUR RD 221 RPV VCP 0224/1490-0225/1490 8 330 RPV VCP 0616/1491-0620/1491 8 146 RPV VCP 0644/1545-0645/1545 8 PLAINFIELD DR 234 RPV VCP 0608/1491-0609/1491 8 277 RPV VCP 0042/1601-0043/1601 8 GANADO DR 360 RPV VCP 0109/1654-0110/1654 8 ENROSE AV 157 RPV VCP 0050/1544-0051/1544 8 ELLA RD 299 RPV VCP 0661/1491-0662/1491 15 GOLDEN MEADOW DR 390 RPV VCP 0573/1491-0574/1491 8 VIA CAMBRON 129 RPV VCP 0930/1545-0931/1545 8 FLAMING ARROW DR 280 RPV VCP 0175/1600-0176/1600 8 159 RPV ABSCP 0104/1599-0105/1599 8 277 RPV VCP 0149/1492-0150/1492 8 VIA DEL CIELO 334 RPV VCP 0229/1545-0230/1545 12 CREST RD 85 RPV VCP 0233/1654-0234/1654 8 124 RPV VCP 0552/1544-0553/1544 8 SILVERMOON LN 173 RPV VCP 0027/1654-0028/1654 8 VIA CANADA 141 RPV VCP 0545/1544-0546/1544 8 DIAMOND HEAD LN 267 RPV VCP 0260/1653-0261/1653 8 CIRCLE VERDE DR 322 RPV VCP 0031/1601-0032/1601 8 PALOS VERDES DR 252 RPV VCP 0245/1654-0246/1654 8 120 RPV VCP 0345/1654-0348/1654 8 33 RPV VCP 0497/1491-0498/1491 8 VIA VICTORIA 158 RPV VCP 0053/1600-0059/1600 8 131 RPV VCP 0096/1544-0097/1544 8 RIDGEPATH CT 104 RPV VCP 0051/1600-0052/1600 8 196 RPV VCP 0189/1654-0190/1654 8 CROWNVIEW DR 264 RPV VCP 0024/1601-0025/1601 8 110 RPV VCP 0278/1654-0280/1654 8 PALOS VERDES DR E 133 RPV VCP 0229/1654-0248/1654 8 193 RPV VCP 0031/1655-0036/1655 8 CALLE AVENTURA 350 RPV VCP 0030/1601-0039/1601 8 PALOS VERDES DR 55 RPV VCP 0729/1545-0730/1545 8 COVERCREST DR 303 RPV LVCP 0143/1492-0144/1492 8 VIA DEL CIELO 244 RPV VCP 0067/1600-0155/1600 8 CASILINA DR 124 RPV VCP 0064/1545-0065/1545 8 277 RPV VCP 0413/1544-0414/1544 8 BASSWOOD AV 103 RPV VCP 0213/1654-0218/1654 8 111 RPV VCP D25 178 RPV tota106302014 0591/1491-0592/1491 8 CREST RD 284 RPV VCP 0280/1654-0281/1654 8 VIA COLINITA 208 RPV VCP 0171/1654-0172/1654 8 ALLEY 115 RPV VCP 0534/1544-0535/1544 8 SILVER ARROW DR 112 RPV VCP 0941/1545-0993/1545 8 143 RPV LVCP 0281/1544-0285/1544 8 BIRCHFIELD AV 184 RPV VCP 0509/1654-0510/1654 8 GUNTER RD 222 RPV VCP 0757/1545-0758/1545 8 CIRCLE DR 70 RPV VCP 0093/1545-0094/1545 8 281 RPV VCP 0435/1545-0436/1545 8 184 RPV VCP 0487/1654-0488/1654 8 TRUDIE DR 237 RPV VCP 0051/1545-0052/1545 8 23 RPV VCP 0128/1654-0129/1654 8 200 RPV VCP 0042/1655-0057/1655 8 300 RPV VCP 0096/1654-0098/1654 8 214 RPV VCP 0222/1545-0223/1545 8 CREST RD 265 RPV VCP 0073/1653-0074/1653 8 80 RPV VCP 0420/1545-0986/1545 8 SAN CLEMENTE DR 352 RPV ABSCP 0028/1655-0029/1655 10 TARAPACA RD 200 RPV VCP 0338/1544-0339/1544 8 WHITEFOX DR 185 RPV VCP 0533/1654-0534/1654 8 CREST RD 273 RPV ABSCP 0210/1654-0216/1654 8 159 RPV VCP 0166/1600-0167/1600 8 119 RPV ABSCP 0086/1654-0491/1654 8 TRUDIE DR 288 RPV VCP 0213/1654-0214/1654 8 174 RPV VCP 0534/1654-0535/1654 8 CREST RD 238 RPV ABSCP 0165/1600-0166/1600 8 85 RPV ABSCP 0718/1491-0719/1491 8 AVENIDA ALTISMA 241 RPV VCP 0035/1546-0036/1546 8 250 RPV VCP 0593/1491-0594/1491 8 AVENIDA REFINIDA 240 RPV VCP 0224/1545-0225/1545 8 CREST RD 35 RPV VCP 0112/1544-0113/1544 8 98 RPV VCP 0038/1654-0039/1654 8 VIA DE ANZAR 128 RPV VCP 0198/1654-0199/1654 8 CROWNVIEW DR 327 RPV VCP 0049/1599-0050/1599 8 BEECHGATE DR 112 RPV VCP 0343/1654-0548/1654 8 DELADIER DR 354 RPV VCP 0102/1599-0103/1599 8 281 RPV VCP 0237/1545-0238/1545 8 CRESTRIDGE RD 154 RPV VCP 0488/1545-0489/1545 8 CRESTRIDGE RD 379 RPV VCP 0433/1654-0434/1654 8 MACARTHUR ST 283 RPV VCP 0246/1490-0247/1490 8 AMBERGATE DR 52 RPV VCP 0281/1545-0282/1545 8 268 RPV VCP 0677/1491-0678/1491 15 GOLDEN MEADOW DR 146 RPV VCP 0087/1546-0088/1546 8 92 RPV VCP 0448/1654-0449/1654 8 CRESTWOOD ST 288 RPV VCP 0595/1491-0596/1491 8 180 RPV VCP 0609/1545-0610/1545 8 TRAILRIDERS DR 277 RPV VCP 0125/1654-0126/1654 8 SUMMERLAND ST 285 RPV VCP 0425/1545-0426/1545 8 336 RPV VCP 0226/1545-0227/1545 8 CREST RD 290 RPV VCP 0230/1545-0231/1545 12 CREST RD 274 RPV VCP 0538/1491-0721/1491 8 CALLE DE SUENOS 230 RPV VCP D26 179 RPV_tota106302014 0031/1545-0032/1545 8 CREST ROAD 220 RPV VCP 0011/1545-0015/1545 8 AVENIDA CLASSICA 113 RPV VCP 0006/1545-0007/1545 8 LOS VERDES DR 238 RPV VCP 0023/1544-0024/1544 8 BRAIDWOOD DR 220 RPV VCP 0019/1544-0020/1544 8 LOBROOK DR 202 RPV VCP 0247/1490-0392/1490 8 AMBERGATE DR 109 RPV VCP 0448/1545-0449/1545 8 MELA LANE 161 RPV VCP 0475/1545-0478/1545 8 CRESTRIDGE RD 299 RPV VCP 1001/1545-1007/1545 8 266 RPV VCP 0702/1545-0705/1545 8 ARMAGA SPRING RD 353 RPV LVCP 0700/1545-0702/1545 8 INDIAN VALLEY RD 302 RPV VCP 0695/1545-0696/1545 8 INDIAN VALLEY RD 344 RPV VCP 0139/1545-0140/1545 8 HAWTHORNE BV 326 RPV VCP 0040/1546-0185/1545 8 CARTIER DR 376 RPV VCP 0700/1545-1007/1545 8 INDIAN VALLEY RD 137 RPV VCP 0070/1545-0074/1545 8 SATTES DR 352 RPV VCP 0784/1491-0795/1491 8 MARGUERITE DR 48 RPV VCP 0022/1599-0023/1599 8 ELKRIDGE DR 243 RPV VCP 0214/1545-0215/1545 15 CREST RD 176 RPV VCP 0325/1545-0326/1545 8 STONECREST RD 375 RPV VCP 0338/1545-0339/1545 8 WHITECLIFF DR 306 RPV VCP 0350/1545-0351/1545 8 SCOTWOOD DR 172 RPV VCP 0978/1545-0979/1545 8 SANTA BARBARA DR 368 RPV ABSCP 0002/1546-0003/1546 8 SEA RIDGE CR 372 RPV VCP 0066/1546-0067/1546 8 316 RPV VCP 0038/1599-0039/1599 8 DELACROIX RD 167 RPV VCP 0033/1599-0034/1599 8 ELKRIDGE DR 282 RPV VCP 0212/1545-0213/1545 15 CREST RD 141 RPV VCP 0211/1545-0212/1545 12 CREST RD 59 RPV VCP 0349/1545-0350/1545 8 WHITLEY COLLINS DR 259 RPV VCP 0002/1546-0004/1546 8 OCEAN TERRACE DR 371 RPV VCP 0138/1544-0139/1544 8 FLAMBEAU DR 319 RPV VCP 0659/1545-0665/1545 8 SEAMONT DR 205 RPV VCP 0074/1544-0075/1544 8 RIDGEFERN CT 76 RPV VCP 0791/1545-0795/1545 8 HIGHRIDGE RD 71 RPV VCP 0499/1491-0500/1491 8 190 RPV LVCP 0492/1491-0493/1491 8 VIA RIVERA 253 RPV VCP 0084/1545-0085/1545 8 350 RPV VCP 0099/1544-0101/1544 8 RIDGEGLADE CT 115 RPV VCP 0098/1544-0099/1544 8 197 RPV VCP 0810/1545-0811/1545 8 149 RPV VCP 0575/1545-0071/1544 8 RIDGEHORN CT 306 RPV VCP 0029/1545-0593/1491 8 CREST RD 284 RPV VCP 0590/1545-0591/1545 8 BRIANHURST DR 233 RPV VCP 0605/1491-0610/1491 8 143 RPV VCP 0057/1545-0058/1545 8 HAWTHORNE BV 330 RPV VCP 0087/1544-0088/1544 8 VILLA ROSA DR 220 RPV VCP 0626/1545-0627/1545 8 CEDARBLUFF DR 45 RPV VCP 0619/1545-0620/1545 8 ROTHROCK DR 315 RPV VCP 0604/1491-0605/1491 8 AVENIDA ELEGANTE 243 RPV VCP 0139/1492-0146/1492 8 235 RPV DIP 0493/1545-0494/1545 10 327 RPV VCP D27 180 RPV_tota106302014 0882/1545-0885/1545 8 208 RPV VCP 0113/1544-0124/1544 8 300 RPV VCP 0570/1545-0571/1545 8 LOMO DR 215 RPV VCP 0777/1545-0119/1544 8 RIDGECOVE CT 423 RPV VCP 0487/1491-0488/1491 8 VIA RIVERA 50 RPV VCP 0028/1492-0029/1492 8 VIA RIVERA 192 RPV VCP 0699/1491-0700/1491 8 WILLOWTREE DR 325 RPV VCP 0121/1545-0122/1545 8 186 RPV VCP 0881/1545-0882/1545 8 142 RPV VCP 0036/1544-0239/1490 8 AMBERGATE DR 330 RPV VCP 0546/1545-0075/1544 8 RIDGEFERN CT 250 RPV VCP 0651/1545-0652/1545 8 HAZELRIDGE DR 116 RPV VCP 0092/1544-0093/1544 8 212 RPV VCP 0053/1544-0054/1544 8 ELLA RD 280 RPV VCP 0522/1491-0523/1491 8 108 RPV VCP 0069/1492-0070/1492 8 RUE DE LA PIERRE 207 RPV VCP 0536/1491-0537/1491 8 237 RPV VCP 0135/1544-0136/1544 8 FLAMBEAU DR 148 RPV VCP 0157/1544-0158/1544 8 GRAYSLAKE RD 323 RPV VCP 0096/1599-0666/1545 8 250 RPV VCP 0080/1599-0429/1545 8 CRESTWIND DR 296 RPV `JCP 0130/1546-0131/1546 8 160 RPV VCP 0136/1546-0139/1546 8 197 RPV VCP 0053/1546-0054/1546 8 272 RPV VCP 1032/1545-1033/1545 8 SEABREEZE AV 229 RPV VCP 0011/1546-0324/1546 8 SEABREEZE AV 166 RPV VCP 0011/1546-0012/1546 8 SATTES DR 164 RPV VCP 1035/1545-1036/1545 8 SEABREEZE AV 264 RPV VCP 0987/1545-0989/1545 8 SANTA CATALINA DR 273 RPV ABSCP 0252/1545-0253/1545 8 MIDDLECREST RD 292 RPV VCP 0328/1546-0329/1546 8 279 RPV VCP 0298/1545-0299/1545 8 SCOTWOOD DR 141 RPV VCP 0299/1545-0300/1545 8 SCOTWOOD DR 179 RPV VCP 1055/1545-1059/1545 8 VIA MALONA 309 RPV VCP 1052/1545-1054/1545 8 VIA MALONA 240 RPV VCP 1059/1545-1060/1545 8 VIA COSTA VERDE 312 RPV VCP 0640/1545-1049/1545 8 PLAINFIELD DR 83 RPV VCP 0641/1545-1049/1545 8 PLAINFIELD DR 225 RPV VCP 0128/1653-0129/1653 8 DELASONDE DR 90 RPV VCP 0113/1601-0114/1601 8 PALOS VERDES DR 140 RPV VCP 0155/1546-0156/1546 8 HAWTHORNE BV 308 RPV VCP 0006/1492-0007/1492 8 102 RPV VCP 0074/1601-0081/1601 8 220 RPV VCP 0116/1492-0128/1492 8 62 RPV VCP 0190/1653-0'191/1653 8 AVENIDA DELMESA 197 RPV VCI' 0081/1600-0082/1600 8 GANADO DR 350 RPV VCP 0112/1600-0113/1600 8 HAWKSMOOR DR 174 RPV VCP 0032/1600-0033/1600 8 DAUNTLESS DR 318 RPV VCP 0099/1546-0101/1546 15 HAWTHORNE BV 252 RPV VCP 0121/1601-0122/1601 8 283 RPV VCP 0193/1546-0194/1546 8 ARROWROOT LN 203 RPV VCP 0110/1492-TRNK/1492 8 VIA VICENTE 77 RPV VCP D28 181 RPV tota106302014 0491/1544-0492/1544 8 180 RPV VCP 0016/1600-0017/1600 8 DAUNTLESS DR 319 RPV VCP 0116/1600-0118/1600 15 50 RPV VCP 0283/1544-0284/1544 12 89 RPV VCP 0005/1492-0006/1492 8 147 RPV VCP 0137/1653-013$/1653 8 AVENIDA ESTUDIANTE 295 RPV VCP 0105/1546-0106/1546 8 MARNE DR 170 RPV VCP 0078/1601-0079/1601 8 115 RPV VCP 0033/1598-0529/1544 8 BLACKHORSE RD 106 RPV VCP 0184/1601-0185/1601 8 PALOS VERDES DR 292 RPV VCP 0119/1601-0120/1601 8 154 RPV VCP 0355/1544-0356/1544 10 352 RPV VCP 0363/1544-0364/1544 10 FLAMBEAU DR 302 RPV VCP 0463/1544-0464/1544 8 INDIAN PEAK RD 216 RPV VCP 0176/1546-0178/1546 15 164 RPV VCP 0432/1544-0433/1544 8 MAZUR DR 153 RPV VCP 0164/1601-0165/1601 8 EXULTANT DR 248 RPV VCP 0444/1544-0450/1544 10 BASSWOOD AV 197 RPV VCP 0125/1600-0126/1600 8 VIGILANCE DR 126 RPV VCP 0016/1598-0527/1544 8 HONEY CREEK RD 49 RPV VCP 0604/1544-0605/1544 8 107 RPV VCP 0273/1544-0274/1544 10 GRAYLOG ST 204 RPV VCP 0119/1653-0132/1653 12 DELASONDE DR 42 RPV VCP 0221/1544-0223/1544 8 GRAYSLAKE RD 261 RPV VCP 0459/1544-0460/1544 8 INDIAN PEAK RD 105 RPV VCP 0098/1546-0099/1546 15 HAWTHORNE BV 258 RPV VCP 0033/1598-0034/1598 8 BLACKHORSE RD 300 RPV VCP 0204/1653-0207/1653 8 REDONDELA DR 315 RPV VCP 0149/1601-0009/1600 8 PALOS VERDES DR S 388 RPV VCP 0478/1544-0479/1544 8 91 RPV VCP 0249/1546-0269/1546 8 303 RPV VCP 0309/1544-0334/1544 8 IRONWOOD ST 160 RPV VCP 0073/1492-0075/1492 8 RUE LANGLOIS 383 RPV VCP 0264/1546-0265/1546 15 176 RPV VCP 0050/1601-0117/1601 8 SEACLIFF DR 114 RPV VCP 0158/1653-0159/1653 8 PONTEVEDRA DR 333 RPV VCP 0105/1653-0106/1653 8 SANTA RENA DR 350 RPV VCP 0531/1544-0532/1544 8 BLACKHORSE RD 286 RPV VCP 0157/1601-0158/1601 8 ADMIRABLE DR 358 RPV VCP 0950/1544-0955/1544 8 WOODFERN DR 223 RPV VCP 0236/1544-0237/1544 8 BARKSTONE DR 239 RPV VCP 0511/1544-1035/1544 8 HAWTHORNE BV 68 RPV VCP 0147/1653-0148/1653 8 MONTEREINA DR 153 RPV VCP 0012/1600-0013/1600 8 ADMIRABLE DR 350 RPV VCP 0078/1546-0079/1546 8 CARTIER DR 220 RPV VCP 0035/1492-0036/1492 8 RUE DE LA PIERRE 100 RPV VCP 0162/1653-0163/1653 8 AVENIDA APRENDA 146 RPV VCP 0464/1544-0465/1544 8 INDIAN PEAK RD 204 RPV VCP 0082/1601-0083/1601 8 GULFCREST DR 211 RPV VCP 0314/1546-0315/1546 8 239 RPV VCP 0186/1653-0187/1653 8 AVENIDA FELICIANO 350 RPV VCP 0199/1653-0200/1653 8 REDONDELA DR 218 RPV VCP D29 182 RPV total06302014 0154/1653-0155/1653 8 ALAFLORA DR 167 RPV VCP 0165/1546-0166/1546 8 136 RPV VCP 0153/1653-0154/1653 8 ALAFLORA DR 218 RPV VCP 0104/1600-0105/1600 8 CLIFFSITE DR 191 RPV VCP 0160/1601-0014/1600 8 ADMIRABLE DR 388 RPV VCP 0080/1492-TRNK/1492 8 PALOS VERDES DR W 81 RPV VCP 0513/1544-0514/1544 8 ROCKVALLEY RD 278 RPV VCP 0098/1600-0116/1600 8 271 RPV VCP 0456/1544-0473/1544 8 SHOREWOOD RD 105 RPV VCP 0171/1546-0172/1546 8 350 RPV VCP 0119/1600-0134/1600 8 HIGHTIDE DR 350 RPV VCP 0092/1601-0093/1601 8 SEARAVEN DR 202 RPV VCP 0120/1600-0121/1600 8 HIGHTIDE DR 210 RPV VCP 0055/1601-0062/1601 8 FLOWERIDGE DR 109 RPV VCP 0079/1600-0080/1600 8 GANADO DR 311 RPV VCP 0139/1601-0156/1601 8 ADMIRABLE DR 350 RPV VCP 0009/1492-0010/1492 8 HAWTHORNE BV 46 RPV VCP 0178/1601-0031/1600 8 STALWART DR 309 RPV VCP 0077/1492-0080/1492 8 RUE BEAUPRE 205 RPV VCP 0110/1601-0111/1601 8 VIGILANCE DR 238 RPV VCP 0436/1544-0437/1544 10 BASSWOOD AV 142 RPV VCP 0077/1600-0078/1600 8 GANADO DR 243 RPV VCP 0130/1601-0131/1601 8 PALOS VERDES DR S 236 RPV VCP 0011/1600-0015/1600 8 DAUNTLESS DR 231 RPV VCP 0016/1599-0017/1599 8 BROWNDEER LN 337 RPV VCP 0033/1600-0036/1600 8 VALOR PL 258 RPV VCP 0114/1492-0115/1492 8 CALLE ENTRADERO 239 RPV VCP 0118/1546-0263/1546 8 272 RPV VCP 0028/1600-0029/1600 8 STALWART DR 350 RPV VCP 0441/1544-0442/1544 10 BASSWOOD AV 134 RPV VCP 0168/1601-TRNK/1601 8 MARITIME RD 57 RPV VCP 0459/1544-1070/1544 8 LITTLEBOW RD 334 RPV VCP 0205/1653-0207/1653 8 ELDENA DR 128 RPV VCP 0122/1653-0123/1653 8 GALERITA DR 368 RPV VCP 0180/1600-0181/1600 8 OCEANGROVE DR 288 RPV VCP 0145/1601-0147/1601 8 55 RPV VCP 0083/1492-0084/1492 10 25 RPV VCP 0443/1544-0444/1544 10 BASSWOOD AV 130 RPV VCP 0102/1546-0107/1546 15 MARNE DR 93 RPV VCP 0277/1544-0278/1544 10 BAYRIDGE RD 298 RPV VCP 0440/1544-0441/1544 10 BASSWOOD AV 232 RPV VCP 0551/1654-0552/1654 8 DELADIER DR 148 RPV VCP 0301/1654-0302/1654 8 132 RPV VCP 0421/1654-0422/1654 8 246 RPV VCP 0587/1491-0588/1491 8 CREST RD 186 RPV VCP 0188/1546-0189/1546 8 TARRAGON RD 226 RPV VCP 0196/1546-0197/1546 8 ARROWROOT LN 159 RPV VCP 0265/1546-0266/1546 8 300 RPV VCP 0787/1545-0788/1545 8 186 RPV VCP 0567/1545-0568/1545 8 LOMO DR 161 RPV VCP 0556/1654-0557/1654 8 DELADIER DR 187 RPV VCP 0081/1492-0099/1492 8 VIA DEL MAR 118 RPV VCP D30 183 RPV_tota106302014 0038/1492-0039/1492 8 196 RPV VCP 0037/1492-0038/1492 8 RUE DE LA PIERRE 363 RPV VCP 0265/1544-0266/1544 8 52 RPV CAS 0286/1546-0287/1546 8 300 RPV VCP 0236/1546-0282/1546 8 137 RPV VCP 0232/1546-0233/1546 8 BEACHVIEW DR 200 RPV VCP 0229/1546-0231/1546 8 NANTASKET DR 332 RPV VCP 0079/1544-0081/1544 8 GRANVIA ALTAM IRA 56 RPV LVCP 0046/1544-0047/1544 8 MONERO DR 169 RPV VCP 0164/1544-0165/1544 8 WHITESTONE RD 132 RPV VCP 0161/1544-0162/1544 8 MOSSBANK DR 178 RPV VCP 0206/1544-0207/1544 8 146 RPV VCP 0259/1546-0260/1546 8 ALTA VISTA DR 154 RPV VCP 0083/1546-0084/1546 8 97 RPV VCP 0132/1492-0133/1492 8 CALLE ENTRADERO 158 RPV VCP 0041/1492-0092/1492 8 144 RPV VCP 0083/1546-0085/1546 8 35 RPV VCP 0112/1546-0115/1546 8 167 RPV VCP 0144/1546-0145/1546 8 VALLON DR 311 RPV VCP 0294/1546-0295/1546 8 PALOS VERDES DR S 24 RPV VCP 0040/1492-0041/1492 8 104 RPV VCP 0080/1545-0088/1545 8 113 RPV VCP 0156/1654-0157/1654 8 326 RPV VCP 0781/1545-0782/1545 8 RIDGECOVE CT 333 RPV VCP 0319/1545-0320/1545 8 STONECREST RD 338 RPV VCP 0281/1654-0282/1654 8 VIA COLINITA 186 RPV VCP 0393/1544-0394/1544 8 SHOREWOOD RD 223 RPV VCP 0014/1599-0015/1599 8 BROWNDEER LN 203 RPV VCP 0142/1654-0143/1654 8 MIRALESTE DR 350 RPV VCP 0137/1546-0138/1546 8 235 RPV VCP 0500/1491-0506/1491 8 225 RPV LVCP 0344/1545-0345/1545 8 QUAILWOOD DR 310 RPV VCP 0140/1492-0141/1492 8 CALLE ENTRADERO 184 RPV VCP 0199/1654-0200/1654 8 CROWNVIEW DR 298 RPV VCP 0018/1655-0019/1655 10 100 RPV VCP 0438/1545-0439/1545 8 VALLEY VIEW RD 349 RPV VCP 0064/1544-0065/1544 8 LOMO DR 258 RPV VCP 0375/1544-0376/1544 8 HAWTHORNE BV 51 RPV VCP 0560/1491-0561/1491 8 204 RPV VCP 0084/1654-0502/1654 8 JAYBROOK DR 211 RPV VCP 0805/1545-0806/1545 8 HILLTOP CIR 155 RPV VCP 0219/1654-0220/1654 8 294 RPV VCP 0174/1654-0231/1654 8 PALOS VERDES DR E 199 RPV VCP 0117/1654-0118/1654 8 TROTWOOD AV 219 RPV VCP 0262/1544-0269/1544 8 YELLOWBRICK RD 255 RPV VCP 0064/1653-0065/1653 8 128 RPV VCP 0445/1545-0446/1545 8 MELA LANE 111 RPV VCP 0551/1654-0558/1654 8 33 RPV VCP 0034/1598-0035/1598 8 BLACKHORSE RD 141 RPV VCP 0078/1653-0079/1653 8 VISTA MADERA 233 RPV VCP 0046/1599-0047/1599 8 94 RPV VCP 0038/1655-0357/1654 8 CALLE AVENTURA 328 RPV VCP D31 184 RPV_tota106302014 0061/1544-0062/1544 8 LOMO DR 231 RPV VCP 0529/1654-0530/1654 8 CREST RD 266 RPV ABSCP 0169/1600-0170/1600 8 PASEO DE CASTANA 231 RPV ABSCP 0472/1491-0473/1491 8 VIA LORADO 218 RPV VCP 0017/1546-0018/1546 8 104 RPV VCP 0428/1545-0432/1545 8 OCEANAIRE DR 233 RPV VCP 0054/1545-0055/1545 8 HAWTHORNE BV 318 RPV VCP 0023/1654-0024/1654 8 PICARDIE RD 104 RPV VCP 0012/1653-0013/1653 8 MT SHASTA DR 304 RPV VCP 0019/1653-0020/1653 8 MT RUSHMORE RD 308 RPV VCP 0223/1490-0233/1490 8 INDIAN ROCK DR 209 RPV VCP 0929/1545-0936/1545 8 BROWNDEER LN 216 RPV VCP 0509/1654-0519/1654 8 CADDINGTON DR 154 RPV VCP 0412/1544-0413/1544 8 BASSWOOD AV 218 RPV VCP 0477/1545-0478/1545 8 MEADOWDALE LN 231 RPV VCP 0032/1653-0033/1653 8 MT PALOMAR PL 342 RPV VCP 0026/1601-0027/1601 8 160 RPV VCP 0068/1600-0069/1600 8 CORINNA DR 262 RPV VCP 0697/1545-0721/1545 8 FIRTHRIDGE RD 214 RPV VCP 1039/1545-1040/1545 8 SAIL VIEW AV 347 RPV VCP 0150/1654-0151/1654 8 VIA SIE r% 358 RPV VCP 0322/1654-0323/1654 8 KINGSRIDGE DR 350 RPV VCP 0231/1654-0232/1654 8 PALOS VERDES DR E 281 RPV VCP 0495/1491-0496/1491 8 RUE GODBOUT 277 RPV VCP 0913/1545-0390/1544 8 EAU CLAIRE DR 300 RPV VCP 0223/1490-0224/1490 8 105 RPV VCP 0602/1545-0603/1545 8 BLYTHEWOOD DR 285 RPV VCP 0027/1601-0190/1601 8 PALOS VERDES DR E 36 RPV VCP 0140/1654-0141/1654 8 MIRALESTE DR 290 RPV VCP 0551/1545-0597/1545 8 LONGHILL DR 277 RPV VCP 0063/1544-0064/1544 8 LOMO DR 275 RPV VCP 0010/1655-0011/1655 8 97 RPV VCP 0145/1654-0146/1654 8 VIA DEL PLAZA 109 RPV VCP 0216/1654-0217/1654 8 300 RPV VCP 0132/1545-0133/1545 8 RODEO DR 277 RPV VCP 0610/1545-0611/1545 8 TRAILRIDERS DR 343 RPV VCP 0047/1600-0578/1654 8 174 RPV VCP 0195/1545-0196/1545 12 CREST RD 312 RPV VCP 0307/1654-0308/1654 8 BEAUVAIS RD 148 RPV VCP 0479/1654-0480/1654 8 HOMEWORTH DR 195 RPV VCP 0558/1654-0559/1654 8 249 RPV VCP 0192/1654-0542/1654 8 241 RPV VCP 0010/1598-0011/1598 8 BLACKHORSE RD 44 RPV VCP 0012/1655-0077/1655 8 112 RPV VCP 0027/1601-0028/1601 8 PALOS VERDES DR 256 RPV VCP 0051/1654-0052/1654 8 49 RPV VCP 0230/1490-0231/1490 8 MAYCROFT DR 209 RPV VCP 0664/1545-0665/1545 8 LEACREST DR 99 RPV VCP 0447/1654-0448/1654 8 CRESTWOOD ST 264 RPV VCP 0543/1654-0544/1654 8 CROWNVIEW DR 194 RPV VCP 0501/1654-0502/1654 8 JAYBROOK DR 153 RPV VCP 0030/1655-0039/1.655 8 AZORES PL 204 RPV VCP D32 185 RPV_tota106302014 0477/1491-0478/1491 8 VIA VICTORIA 83 RPV VCP 0089/1544-0090/1544 8 RIDGEPOINT CT 82 RPV VCP 0661/1545-0662/1545 8 LEACREST DR 272 RPV VCP 0256/1653-0257/1653 8 PENINSULA VERDE DR 131 RPV VCP 0519/1654-0520/1654 8 CADDINGTON DR 171 RPV VCP 0198/1545-0207/1545 12 CREST RD 276 RPV VCP 0115/1544-0116/1544 8 37 RPV VCP 0188/1654-0189/1654 8 CROWNVIEW DR 333 RPV VCP 0987/1545-0988/1545 8 SAN CLEMENTE DR 205 RPV ABSCP 0267/1654-0271/1654 8 NEWRIDGE DR 350 RPV VCP 0456/1654-0457/1654 8 BERNICE DR 249 RPV VCP 0518/1654-0061/1653 8 CADDINGTON DR 58 RPV VCP 0475/1654-0476/1654 8 SUMMERLAND ST 331 RPV VCP 0106/1545-0108/1545 8 LOCKLENNA LN 239 RPV VCP 0115/1654-0455/1654 8 NOBLES VIEW DR 270 RPV VCP 0473/1491-0474/1491 8 VIA LORADO 231 RPV VCP 0209/1545-0210/1545 12 CREST RD 329 RPV VCP 0055/1655-0056/1655 8 CHANDELEUR DR 261 RPV VCP 0059/1653-0060/1653 8 138 RPV VCP 0064/1600-0065/1600 8 CASILINA DR 154 RPV VCP 0048/1492-0049/1492 8 158 RPV VCP 0100/1545-0101/1545 8 102 RPV VCP 0077/1599-0078/1599 12 97 RPV VCP 0264/1654-0265/1654 8 191 RPV VCP 0268/1654-0269/1654 8 NEWRIDGE DR 220 RPV VCP 0317/1545-0318/1545 8 WHITECLIFF DR 167 RPV VCP 0044/1653-0045/1653 8 MT SAWTOOTH DR 47 RPV VCP 0104/1654-0105/1654 8 133 RPV VCP 0614/1491-0615/1491 8 304 RPV VCP 0017/1654-0018/1654 8 140 RPV VCP 0548/1545-0549/1545 8 LONGHILL DR 240 RPV VCP 0285/1654-0286/1654 8 VIA COLINITA 114 RPV VCP 0240/1544-0241/1544 8 CAPESWOOD DR 241 RPV VCP 0042/1653-0043/1653 8 MT SAWTOOTH DR 189 RPV VCP 0467/1491-0468/1491 8 VIA LORADO 195 RPV VCP 0207/1545-0208/1545 12 CREST RD 92 RPV VCP 0021/1654-0022/1654 8 PICARDIE RD 233 RPV VCP 0001/1600-0146/1599 8 217 RPV VCP 0106/1544-0107/1544 8 HAWTHORNE BV 272 RPV VCP 0299/1654-0300/1654 8 189 RPV VCP 0036/1601-0155/1600 8 CASILINA DR 194 RPV VCP 0004/1544-0005/1544 8 110 RPV VCP 0358/1654-0359/1654 8 PALOS VERDES DR E 207 RPV VCP 0144/1654-0145/1654 8 VIA DEL PLAZA 99 RPV VCP 0035/1654-0036/1654 8 VIA LSF AN7AR 91 RPV VOP 0112/1654-0113/1654 8 300 RPV VCP 0069/1600-0070/1600 8 CORINNA DR 261 RPV VCP 0565/1491-0717/1491 8 AVENIDA ALTISMA 218 RPV VCP 0369/1545-0371/1545 8 MISTRIDGE DR 326 RPV VCP 0073/1600-0074/1600 8 GREVE DR 146 RPV VCP 0503/1654-0504/1654 8 HOMEWORTH DR 264 RPV VCP 0040/1599-0041/1599 8 BEECHGATE DR 126 RPV VCP D33 186 RPV_tota106302014 0103/1599-0104/1599 8 177 RPV VCP 0002/1598-0001/1599 8 BROWNDEER LN 140 RPV VCP 0222/1654-0223/1654 8 192 RPV VCP 0029/1598-0548/1544 8 187 RPV VCP 0334/1545-0335/1545 8 SUNMIST DR 271 RPV VCP 0046/1655-0047/1655 8 228 RPV VCP 0007/1653-0008/1653 8 MT HOOD CT 137 RPV VCP 0548/1491-0549/1491 8 AVENIDA DEL CALMA 173 RPV VCP 0765/1545-0766/1545 8 COVERIDGE DR 391 RPV VCP 0378/1544-0379/1544 8 WOODBROOK RD 149 RPV VCP 0024/1545-0025/1545 8 91 RPV VCP 0282/1544-SAN/1544 8 BAYRIDGE RD 66 RPV VCP 0963/1545-0964/1545 8 DELACROIX RD 126 RPV VCP 0953/1545-0954/1545 8 SILVERARROW DR 157 RPV VCP 0470/1654-0471/1654 8 ELBERON ST 291 RPV VCP 0007/1654-0008/1654 8 SPARTA DR 251 RPV VCP 0352/1654-0353/1654 8 VISTA MESA DR 343 RPV VCP 0142/1600-0143/1600 8 CREST DR 68 RPV ABSCP 0465/1654-0475/1654 8 262 RPV VCP 0568/1545-0654/1545 8 SCOTGROVE DR 177 RPV VCP 0051/1653-0052/1653 8 MT LANGLEY CT 175 RPV VCP 0545/1654-0546/1654 8 CROWNVIEW DR 163 RPV VCP 0049/1545-0050/1545 8 155 RPV VCP 0050/1545-0051/1545 8 33 RPV VCP 0193/1601-0209/1601 8 EMERALD VIEW DR 322 RPV VCP 0679/1545-0680/1545 8 DOVERRIDGE DR 295 RPV VCP 0490/1491-0491/1491 8 58 RPV VCP 0243/1490-0242/1490 8 LOBROOK DR 65 RPV VCP 0683/1491-0686/1491 8 LARKVALE DR 221 RPV VCP 0674/1491-0675/1491 8 CLOVERCLIFF DR 334 RPV VCP 0612/1545-0614/1545 8 TRAILRIDERS DR 174 RPV VCP 0242/1545-0243/1545 8 69 RPV VCP 0248/1545-0249/1545 8 45 RPV VCP 1003/1545-1004/1545 8 KING ARTHUR CT 202 RPV VCP 0698/1545-0699/1545 8 INDIAN VALLEY RD 251 RPV VCP 0039/1546-0040/1546 8 CARTIER DR 219 RPV VCP 0676/1545-0677/1545 8 STADIA LN 162 RPV VCP 0795/1491-0796/1491 8 MARGUERITE DR 291 RPV VCP 0005/1546-0006/1546 8 OCEAN TERRACE DR 262 RPV VCP 0069/1546-0070/1546 8 CARTIER DR 361 RPV VCP 0020/1599-0021/1599 8 ELKRIDGE DR 310 RPV VCP 0418/1545-0980/1545 8 SANTA BARBARA DR 250 RPV ABSCP 0031/1599-0033/1599 8 ELKRIDGE DR 25 RPV VCP 0962/1545-0963/1545 8 DELACROIX RD 401 RPV VCP 0210/1545-0211/1545 12 CREST RD 136 RPV VCP 0499/1545-0500/1545 8 INDIAN PEAK RD 319 RPV VCP 0076/1544-0077/1544 8 59 RPV VCP 0075/1544-0076/1544 8 165 RPV VCP 0366/1544-0367/1544 8 FINECREST DR 112 RPV VCP 0117/1544-0118/1544 8 HIGHRIDGE RD 244 RPV VCP 0789/1545-0118/1544 8 HIGHRIDGE RD 230 RPV VCP 0797/1545-0798/1545 8 HIGHRIDGE RD 267 RPV VCP D34 187 RPV_tota106302014 0689/1545-0690/1545 8 SCOTSVIEW DR 273 RPV VCP 0491/1545-1000/1545 8 287 RPV VCP 0777/1545-0778/1545 8 RIDGECOVE CT 259 RPV VCP 0651/1491-0652/1491 8 MAPLEPARK DR 84 RPV VCP 0591/1545-0668/1491 8 BRIANHURST DR 413 RPV VCP 0116/1545-0117/1545 8 VERDE RIDGE RD 410 RPV VCP 0152/1545-0153/1545 8 WARNICK DR 271 RPV VCP 0156/1545-0157/1545 8 MADELINE COVE DR 209 RPV VCP 0663/1545-0664/1545 8 LEACREST DR 212 RPV VCP 0603/1545-0604/1545 8 BLYTHEWOOD DR 222 RPV VCP 0019/1544-0241/1490 8 LOBROOK DR 179 RPV VCP 0622/1545-0623/1545 8 CEDARBLUFF DR 299 RPV VCP 0636/1545-0637/1545 8 EDINGHILL DR 222 RPV VCP 0584/1491-0585/1491 10 170 RPV VCP 0551/1491-0552/1491 8 AVENIDA DEL CALMA 167 RPV VCP 0708/1545-0709/1545 8 QUEENRIDGE DR 246 RPV VCP 0091/1544-0092/1544 8 RIDGEPOINT CT 89 RPV VCP 0633/1545-0634/1545 8 EDINGHILL DR 195 RPV VCP 0556/1491-0557/1491 8 232 RPV VCP 0519/1491-0520/1491 8 VIA BORICA 140 RPV VCP 0030/1492-0031/1492 8 VIA RIVERA 140 RPV VCP 0032/1492-0033/1492 8 VIA RIVERA 270 RPV VCP 0666/1491-0667/1491 8 PURPLERIDGE DR 253 RPV VCP 0618/1545-0619/1545 8 ROTHROCK DR 361 RPV VCP 0606/1545-0607/1545 8 CEDARBLUFF DR 298 RPV VCP 0544/1491-0545/1491 8 262 RPV VCP 0489/1491-0490/1491 12 128 RPV VCP 0086/1544-0087/1544 8 VILLA ROSA DR 155 RPV VCP 0655/1545-0027/1544 8 SAN NICOLAS DR 229 RPV VCP 0598/1491-0599/1491 8 AVENIDA TRANQUILA 263 RPV VCP 0044/1492-0045/1492 8 CAMINO PEQUENO 151 RPV VCP 0021/1492-0716/1491 8 CALLE DE SUENOS 80 RPV VCP 0575/1491-0576/1491 8 VIA CAMBRON 239 RPV VCP 0557/1545-0558/1545 8 ABBOTTSWOOD DR 46 RPV VCP 0135/1546-0136/1546 8 118 RPV VCP 0368/1544-0804/1545 8 HILLTOP CIR 178 RPV VCP 0992/1545-0326/1546 8 SEABREEZE AV 215 RPV VCP 0992/1545-1032/1545 8 SEABREEZE AV 318 RPV VCP 0010/1546-0011/1546 8 239 RPV VCP 0052/1546-0053/1546 8 52 RPV VCP 0089/1546-0039/1545 15 HAWTHORNE BV 233 RPV VCP 0990/1545-0991/1545 8 SANTA CATALINA DR 334 RPV ABSCP 0998/1545-0276/1546 8 250 RPV VCP 0977/1545-0991/1545 8 SANTA CATALINA DR 307 RPV ABSCP 0315/1545-0316/1545 8 SUNMIST DR 227 RPV VCP 0981/1545-0982/1545 8 SANTA BARBARA DR 260 RPV ABSCP 0420/1545-0987/1545 8 SAN CLEMENTE DR 330 RPV ABSCP 0250/1546-0277/1545 8 OCEAN TERRACE DR 361 RPV VCP 1050/1545-1051/1545 8 45 RPV VCP 0074/1655-0075/1655 8 109 RPV VCP 0191/1654-0048/1600 8 CROWNVIEW DR 107 RPV VCP 0304/1544-0345/1544 10 BASSWOOD AV 204 RPV VCP D35 188 RPV tota106302014 0215/1546-0216/1546 8 PACKETT DR 358 RPV VCP 0040/1600-0041/1600 8 127 RPV VCP 0033/1653-0034/1653 8 TOSCANINI DR 166 RPV VCP 0237/1544-0245/1544 10 310 RPV VCP 0202/1544-0223/1544 8 84 RPV VCP 0143/1544-0144/1544 8 SPRING CREEK RD 350 RPV VCP 0023/1600-0024/1600 8 EXULTANT DR 196 RPV VCP 0076/1601-0077/1601 8 112 RPV VCP 0288/1544-0289/1544 8 BIRCHFIELD AV 156 RPV VCP 0313/1546-0314/1546 8 215 RPV VCP 0082/1600-0083/1600 8 GANADO DR 146 RPV VCP 0437/1544-0438/1544 10 BASSWOOD AV 168 RPV VCP 0012/1598-0013/1598 8 214 RPV VCP 0178/1546-0179/1546 15 PALOS VERDES DR S 198 RPV VCP 0096/1601-0128/1600 8 PHANTOM DR 147 RPV VCP 0244/1546-0292/1546 8 VISTA PACIFICA 350 RPV VCP 0460/1544-0461/1544 8 INDIAN PEAK RD 290 RPV LVCP 0086/1492-0087/1492 10 271 RPV VCP 0142/1653-0143/1653 10 AVENIDA ESTUDIANTE 177 RPV VCP 0949/1544-0950/1544 8 WOODFERN DR 305 RPV VCP 0430/1544-0431/1544 8 MAZUR DR 66 RPV VCP 0155/1653-0156/1653 8 MONTEREINA DR 218 RPV VCP 0096/1600-0097/1600 8 51 RPV VCP 0220/1546-0227/1546 8 SEACOVE DR 37 RPV VCP 0059/1601-0060/1601 8 SEACLAIRE DR 222 RPV VCP 0093/1546-0094/1546 15 HAWTHORNE BV 350 RPV VCP 0142/1601-0178/1601 8 STALWART DR 298 RPV VCP 0228/1544-0229/1544 8 GRAYSLAKE RD 95 RPV VCP 0123/1492-0124/1492 8 188 RPV VCP 0217/1546-0218/1546 8 PACKETT DR 267 RPV VCP 0122/1544-0148/1544 8 GROVEOAK PL 200 RPV VCP 0158/1546-0159/1546 15 MARNE DR 151 RPV VCP 0257/1546-0263/1546 8 317 RPV VCP 0309/1544-0310/1544 8 IRONWOOD ST 277 RPV VCP 0417/1544-0418/1544 8 FOND DU LAC RD 320 RPV VCP 0093/1601-0148/1601 8 119 RPV VCP 0332/1544-0335/1544 8 MONTEMALAGA DR 291 RPV VCP 0184/1653-0185/1653 8 AVENIDA FELICIANO 320 RPV VCP 0181/1601-0182/1601 8 PALOS VISTA DR 309 RPV VCP 0124/1492-PUMP/1492 8 44 RPV VCP 0078/1600-0079/1600 8 GANADO DR 219 RPV VCP 0175/1653-0176/1653 12 WESTERN AV 83 RPV VCP 0079/1546-0080/1546 8 CARTIER DR 312 RPV VCP 0166/1653-0167/1653 8 AVENIDA CUADERNO 292 RPV VCP 0070/1601-0071/1601 8 SEAGLEN DR 339 RPV VCP 0098/1601-0099/1601 8 PHANTOM DR 248 RPV VCP 0318/1544-0319/1544 8 217 RPV LVCP 0014/1492-0015/1492 8 HAWTHORNE BV 350 RPV VCP 0151/1601-TRNK/1601 8 PALOS VERDES DR S 141 RPV VCP 0243/1653-0244/1653 8 201 RPV VCP 0191/1544-0192/1544 8 IRONWOOD ST 266 RPV VCP 0105/1600-0106/1600 8 CLIFFSITE DR 89 RPV VCP D36 189 RPV tota106302014 0306/1544-0307/1544 8 IRONWOOD ST 179 RPV VCP 0346/1544-0347/1544 10 BASSWOOD AV 253 RPV VCP 0075/1546-0076/1546 8 CARTIER DR 186 RPV VCP 0395/1544-0451/1544 10 BASSWOOD AV 273 RPV VCP 0211/1653-0212/1653 8 GAUCHO DR 201 RPV VCP 0447/1544-0448/1544 8 SHOREVIEW DR 129 RPV VCP 0112/1546-0182/1546 8 81 RPV VCP 0098/1653-0099/1653 8 TOSCANINI DR 274 RPV VCP 0024/1653-0025/1653 8 TOSCANINI DR 308 RPV VCP 0153/1601-0154/1601 8 PALOS VERDES DR S 350 RPV VCP 0030/1600-0032/1600 8 SCHOONER DR 294 RPV VCP 0165/1544-0166/1544 8 WHITESTONE RD 350 RPV VCP 0174/1546-0175/1546 12 169 RPV VCP 0030/1653-0033/1653 8 TOSCANINI DR 287 RPV VCP 0095/1600-0096/1600 8 33 RPV LVCP 0125/1601-0126/1601 8 PALOS VERDES DR S 143 RPV VCP 0033/1600-0034/1600 8 DAUNTLESS DR 315 RPV VCP 0356/1544-0357/1544 10 45 RPV VCP 0169/1653-0170/1653 8 AVENIDA APRENDA 229 RPV VCP 0480/1544-0503/1544 8 SHADOW WOOD DR 201 RPV VCP 0012/1492-0102/1492 8 HAWTHORNE BV 214 RPV VCP 0224/1546-0246/1546 8 COASTSITE DR 218 RPV VCP 0121/1653-0122/1653 8 GALERITA DR 337 RPV VCP 0015/1492-0016/1492 8 HAWTHORNE BV 259 RPV VCP 0308/1546-0313/1546 8 277 RPV VCP 0246/1653-0247/1653 8 350 RPV VCP 0051/1601-0137/1600 8 COOLHEIGHTS DR 228 RPV VCP 0100/1599-0101/1599 8 MOONMIST DR 125 RPV VCP 0353/1544-0354/1544 10 151 RPV VCP 0507/1544-0508/1544 8 SHADOW WOOD DR 188 RPV VCP 0054/1601-0055/1601 8 COOLHEIGHTS DR 175 RPV VCP 0119/1546-0262/1546 8 295 RPV VCP 0488/1544-0510/1544 8 ELKMONT DR 316 RPV VCP 0272/1544-0273/1544 8 GRAYLOG ST 272 RPV VCP 0156/1601-0157/1601 8 ADMIRABLE DR 353 RPV VCP 0139/1653-0140/1653 8 LASITA PL 248 RPV VCP 0209/1653-0210/1653 8 ELDENA DR 237 RPV VCP 0200/1546-0201/1546 8 215 RPV VCP 0394/1544-0397/1544 8 SHOREWOOD RD 260 RPV VCP 0518/1544-0519/1544 8 DEEPBROOK DR 309 RPV VCP 0425/1544-0426/1544 8 MANITOWAC DR 156 RPV VCP 0159/1546-0160/1546 15 MARNE DR 178 RPV VCP 0117/1546-0118/1546 8 236 RPV VCP 0166/1601-0167/1601 8 SEA HORSE LN 127 RPV VCP 0010/1492-0011/1492 8 HAWTHORNE BV 334 RPV VCP 0421/1544-0422/1544 8 FOND DU LAC RD 324 RPV VCP 0219/1546-TRNK/1546 8 82 RPV VCP 0127/1600-0128/1600 8 135 RPV VCP 0485/1544-0486/1544 8 WHITE HORN DR 107 RPV VCP 0175/1546-0176/1546 12 347 RPV VCP 0195/1653-0197/1653 10 REDONDELA DR 311 RPV VCP 0090/1601-0091/1601 8 SEARAVEN DR 227 RPV VCP D37 190 RPV_tota106302014 0201/1653-0202/1653 8 BANDRA PL 163 RPV VCP 0007/1492-0010/1492 8 92 RPV VCP 0506/1544-0508/1544 8 ELKMONT DR 229 RPV VCP 0080/1653-0299/1653 8 TOSCANINI DR 88 RPV VCP 0100/1653-0101/1653 8 SANTA RENA DR 311 RPV VCP 0133/1653-0134/1653 8 VALLETA DR 163 RPV VCP 0156/1546-0157/1546 8 HAWTHORNE BV 208 RPV VCP 0090/1600-0091/1600 8 GANADO DR 350 RPV VCP 0146/1544-0147/1544 8 SPRING CREEK RD 375 RPV VCP 0520/1544-0521/1544 8 ROCKHURST LN 218 RPV VCP 0109/1653-0110/1653 8 VELEZ DR 241 RPV VCP 0151/1601-0152/1601 8 PALOS VERDES DR S 254 RPV VCP 0181/1544-0182/1544 8 GRAYSLAKE RD 212 RPV VCP 0307/1546-0308/1546 8 NUVOLA CT 235 RPV VCP 0121/1492-0122/1492 8 PACIFIC DEL MAR 253 RPV VCP 0174/1653-0175/1653 8 WESTERN AV 116 RPV VCP 0047/1598-0048/1598 8 HAWKHURST DR 127 RPV VCP 0943/1544-0944/1544 8 270 RPV VCP 0883/1545-0884/1545 8 OCEANCREST CT 229 RPV VCP 0234/1490-0235/1490 8 BROOKFORD DR 357 RPV VCP 0387/1544-0388/1544 8 HA`J`JTHORNE BV 277 RPV VCP 0022/1601-0023/1601 8 300 RPV VCP 0481/1654-0482/1654 8 142 RPV VCP 0341/1544-0342/1544 8 WHITEFOX DR 310 RPV LVCP 0020/1653-0021/1653 8 MT RUSHMORE RD 338 RPV VCP 0171/1600-0172/1600 8 PASEO DE CASTANA 203 RPV ABSCP 0210/1546-0214/1546 8 SEACOVE DR 220 RPV VCP 0211/1546-0212/1546 8 BARKENTINE RD 311 RPV VCP 0195/1546-0196/1546 8 ARROWROOT LN 139 RPV VCP 0300/1546-0301/1546 8 ALBERO CT 291 RPV VCP 0221/1545-0222/1545 8 CREST RD 253 RPV VCP 0522/1654-0523/1654 8 CADDINGTON DR 311 RPV VCP 0799/1545-0800/1545 8 PEACOCK RIDGE RD 127 RPV LVCP 0073/1492-TRNK/1492 10 209 RPV VCP 0216/1546-0217/1546 8 PACKETT DR 308 RPV VCP 0238/1546-0239/1546 8 BEACHVIEW DR 131 RPV VCP 0041/1546-0233/1546 8 155 RPV VCP 0041/1546-0042/1546 8 223 RPV VCP 0002/1599-0003/1599 8 ELMBRIDGE DR 252 RPV VCP 0041/1544-0042/1544 8 MONERO DR 96 RPV VCP 0216/1544-0217/1544 8 67 RPV VCP 0214/1544-0215/1544 8 43 RPV VCP 0212/1544-0213/1544 8 24 RPV VCP 0211/1544-0212/1544 8 160 RPV VCP 0210/1544-0211/1544 8 27 RPV VCP 0185/1544-0955/1544 8 198 RPV VCP 0937/1544-0938/1544 8 90 RPV VCP 0064/1546-0065/1546 8 251 RPV VCP 0360/1544-0365/1544 10 FLAMBEAU DR 45 RPV VCP 0154/1492-0155/1492 8 VIA DEL CIELO 301 RPV VCP 0105/1546-0111/1546 8 180 RPV VCP 0106/1546-0110/1546 8 LEBEC PL 207 RPV VCP D38 191 RPV tota106302014 0026/1492-0027/1492 8 VIA RIVERA 350 RPV VCP 0151/1492-0152/1492 8 CALLE CORTADA 152 RPV VCP 0133/1492-0134/1492 8 CALLE ENTRADERO 350 RPV VCP 0747/1545-0750/1545 8 140 RPV VCP 0113/1544-0114/1544 8 317 RPV VCP 0374/1545-0375/1545 8 MORO BAY DR 260 RPV VCP 0022/1655-0001/1601 15 25TH ST 363 RPV LVCP 0082/1599-0083/1599 8 159 RPV VCP 0050/1599-0051/1599 8 BEECHGATE DR 164 RPV VCP 0504/1654-0505/1654 8 HOMEWORTH DR 272 RPV VCP 0116/1654-0452/1654 8 CRESTWOOD ST 350 RPV VCP 0442/1654-0443/1654 8 BAYEND DR 102 RPV VCP 0069/1655-0070/1655 8 211 RPV VCP 0032/1545-0036/1545 8 CREST ROAD 163 RPV VCP 0426/1545-0427/1545 8 94 RPV VCP 0044/1654-0045/1654 8 VIA CANADA 236 RPV VCP 0248/1654-0249/1654 8 103 RPV VCP 0381/1545-0382/1545 8 OCEANRIDGE DR 221 RPV VCP 0016/1653-0017/1653 8 MT ROSE RD 257 RPV VCP 0106/1599-0107/1599 8 350 RPV VCP 0790/1545-0791/1545 8 HIGHRIDGE RD 30 RPV VCP 0678/1491-0679/1491 15 GOLDEN MEADOW DR 136 RPV VCP 0786/1545-0787/1545 8 RIDGEGATE DR 113 RPV VCP 0957/1545-0959/1545 8 LONGHILL DR 262 RPV VCP 0808/1545-0809/1545 8 121 RPV VCP 0016/1655-0017/1655 10 270 RPV VCP 0119/1654-0120/1654 8 ENROSE AV 132 RPV VCP 0721/1545-0724/1545 8 FIRTHRIDGE RD 351 RPV VCP 0364/1654-0365/1654 8 CORINNA DR 222 RPV VCP 0005/1601-0019/1601 8 210 RPV VCP 0042/1655-0043/1655 8 RUE LE CHARLENE 192 RPV VCP 0457/1545-0458/1545 8 22 RPV VCP 0559/1654-0560/1654 8 274 RPV VCP 0041/1545-0053/1545 8 HAWTHORNE BV 275 RPV VCP 0310/1654-0311/1654 8 169 RPV VCP 0632/1491-0633/1491 8 VERDE RIDGE RD 255 RPV VCP 0124/1654-0468/1654 8 GENERAL ST 309 RPV VCP 0263/1654-0264/1654 8 133 RPV VCP 0441/1654-0442/1654 8 BAYEND DR 246 RPV VCP 0541/1544-0542/1544 8 DIAMOND HEAD LN 276 RPV VCP 0049/1655-0050/1655 8 224 RPV VCP 0075/1654-0079/1654 8 ENROSE AV 188 RPV VCP 0006/1600-0099/1599 8 OCEANAIRE DR 411 RPV VCP 0010/1544-0011/1544 8 HAZELRIDGE DR 250 RPV VCP 0047/1653-0048/1653 8 MT LASSEN LN 330 RPV VCP 0485/1491-0486/1491 8 VIA RIVERA 253 RPV VCP 0538/1491-0716/1491 8 CALLE DE SUENOS 309 RPV VCP 0011/1653-0012/1653 8 BLOOMWOOD DR 292 RPV VCP 0047/1599-0048/1599 8 BEECHGATE DR 186 RPV VCP 0546/1544-0547/1544 8 DIAMOND HEAD LN 229 RPV VCP 0058/1545-0059/1545 8 HAWTHORNE BV 31 RPV VCP 0269/1654-0270/1654 8 249 RPV VCP D39 192 RPV tota106302014 0031/1544-0032/1544 8 SAN NICOLAS DR 424 RPV VCP 0216/1490-0217/1490 8 BEECHFIELD DR 136 RPV VCP 0273/1654-0275/1654 8 VIA SUBIDA 214 RPV VCP 0435/1654-0436/1654 8 MACARTHUR ST 303 RPV VCP 0442/1654-0444/1654 8 UPLAND ST 350 RPV VCP 0620/1545-0621/1545 8 ROTHROCK DR 365 RPV VCP 0039/1654-0040/1654 8 VIA DE ANZAR 141 RPV VCP 0137/1654-0155/1654 8 147 RPV VCP 0537/1491-0538/1491 8 129 RPV VCP 0464/1654-0465/1654 8 GENERAL ST 99 RPV VCP 0466/1545-0474/1545 8 CRESTRIDGE RD 289 RPV VCP 0915/1545-0409/1544 8 EAU CLAIRE DR 275 RPV VCP 0080/1545-0081/1545 8 129 RPV VCP 0009/1653-0010/1653 8 MT HOOD CT 139 RPV VCP 0513/1654-0514/1654 8 DORADO DR 249 RPV VCP 0070/1653-PUMP/1653 6 TOSCANINI DR 4169 RPV AC 0143/1600-0144/1600 8 CREST DR 271 RPV ABSCP 0443/1545-0444/1545 8 MELA LANE 123 RPV VCP 0076/1599-0077/1599 10 76 RPV VCP 0108/1544-0961/1544 8 HAWTHORNE BV 305 RPV VCP 0003/1600-0004/1600 8 274 RPV VCP 0743/1545-0744/1545 8 QUAILHILL DR 242 RPV VCP 0359/1545-0360/1545 8 SEASIDE HEIGHTS DR 177 RPV VCP 0537/1654-0576/1654 8 AVENIDA DE AZALEA 88 RPV ABSCP 0159/1654-0160/1654 8 VIA LORENZO 239 RPV VCP 0544/1545-0545/1545 8 SILVERARROW DR 233 RPV VCP 0413/1544-0416/1544 8 FOND DU LAC RD 234 RPV VCP 0059/1600-0060/1600 8 DELUNA DR 235 RPV VCP 0318/1654-0319/1654 8 60 RPV VCP 0641/1491-0659/1491 15 GOLDEN MEADOW DR 272 RPV VCP 0634/1491-0635/1491 8 83 RPV VCP 0006/1546-0007/1546 8 OCEAN TERRACE DR 281 RPV VCP 0065/1653-0066/1653 8 WESTERN AV 97 RPV VCP 0955/1545-0956/1545 8 SILVERARROW DR 172 RPV VCP 0774/1545-0775/1545 8 RIDGEPOINT CT 237 RPV VCP 0038/1601-0155/1600 8 NARINO DR 249 RPV VCP 0120/1599-0937/1545 8 LARCHBLUFF DR 114 RPV VCP 0226/1654-0227/1654 8 GRANDPOINT DR 274 RPV VCP 0019/1655-0020/1655 12 25TH ST 40 RPV VCP 0544/1654-0545/1654 8 CROWNVIEW DR 166 RPV VCP 0027/1655-0063/1655 10 141 RPV VCP 0061/1600-0062/1600 8 DELUNA DR 102 RPV VCP 0024/1654-0025/1654 8 PICARDIE RD 160 RPV VCP 0214/1490-0215/1490 8 GOLDEN MEADOW DR 150 RPV VCP 0151/1654-0158/1654 8 VIA LORENZO 291 RPV VCP 0528/1654-0146/1600 8 CREST RD 202 RPV ABSCP 0569/1491-0570/1491 8 BERRY HILL DR 366 RPV VCP 0533/1654-0536/1654 8 CREST RD 71 RPV ABSCP 0538/1654-0539/1654 8 AVENIDA DE ROSA 297 RPV ABSCP 0676/1491-0677/1491 15 GOLDEN MEADOW DR 218 RPV VCP 0382/1544-0383/1544 8 FREEPORT RD 286 RPV VCP 0112/1545-0113/1545 8 219 RPV VCP D40 193 RPV_tota106302014 0165/1600-0169/1600 8 PASEO DE CASTANA 115 RPV ABSCP 0047/1655-0048/1655 8 289 RPV VCP 0063/1654-0064/1654 8 85 RPV VCP 0234/1545-0235/1545 8 331 RPV VCP 0126/1546-0127/1546 8 AVENIDA SELECTA 310 RPV VCP 0147/1545-0682/1545 8 98 RPV VCP 0451/1654-0452/1654 8 CRESTWOOD ST 337 RPV VCP 0470/1491-0472/1491 8 VIA LORADO 243 RPV VCP 0043/1653-0046/1653 8 MT SAWTOOTH DR 159 RPV VCP 0223/1654-0225/1654 8 171 RPV VCP 0355/1545-0356/1545 8 BEACHSIDE DR 277 RPV VCP 0332/1654-0336/1654 8 MIRALESTE DR 259 RPV VCP 0507/1654-0508/1654 8 GUNTER RD 230 RPV VCP 0078/1654-0527/1654 8 MENDON DR 186 RPV VCP 0028/1545-0029/1545 8 AVENIDA MAGNIFICA 250 RPV VCP 0188/1654-0547/1654 8 CROWNVIEW DR 201 RPV VCP 0004/1655-0005/1655 8 247 RPV VCP 0545/1491-0546/1491 8 300 RPV VCP 0453/1545-0454/1545 8 167 RPV VCP 0170/1600-0171/1600 8 PASEO DE CASTANA 179 RPV ABSCP 0207/1654-0209/1654 8 HIGHPOINT RD 120 RPV VCP 0411/1544-0412/1544 8 SILVER SPUR RD 261 RPV VCP 0730/1545-0732/1545 8 COVERCREST DR 191 RPV VCP 0001/1655-0002/1655 8 SAN RAMON DR 350 RPV VCP 0128/1545-0129/1545 8 KINGS HARBOR DR 297 RPV VCP 0439/1654-0440/1654 8 UPLAND ST 246 RPV VCP 0238/1490-0239/1490 8 AMBERGATE DR 349 RPV VCP 0381/1544-0382/1544 8 FREEPORT RD 263 RPV VCP 0026/1654-0027/1654 8 VIA CANADA 327 RPV VCP 0498/1654-0499/1654 8 JAYBROOK DR 345 RPV VCP 0279/1546-0278/1546 8 209 RPV VCP 0659/1491-0660/1491 8 GOLDEN MEADOW DR 46 RPV VCP 0913/1545-0914/1545 8 EAU CLAIRE DR 163 RPV VCP 0140/1600-0141/1600 8 CREST DR 65 RPV ABSCP 0287/1654-0288/1654 8 VIA COLINITA 231 RPV VCP 0033/1544-0034/1544 8 MONERO DR 203 RPV VCP 0528/1654-0529/1654 8 CREST RD 274 RPV ABSCP 0370/1544-0371/1544 8 RAVENSPUR DR 36 RPV VCP 0625/1491-0626/1491 8 343 RPV VCP 0062/1655-0192/1601 8 132 RPV VCP 0098/1654-0099/1654 8 221 RPV VCP 0018/1546-0019/1546 8 185 RPV VCP 0524/1544-0525/1544 8 HAWKHURST DR 256 RPV VCP 0582/1545-0584/1545 8 RIDGEHAVEN CT 183 RPV VCP 0210/1490-0211/1490 10 GOLDEN MEADOW DR 313 RPV LVCP 0025/1601-0026/1601 8 150 RPV VCP 0145/1600-0146/1600 8 CREST DR 111 RPV ABSCP 0090/1654-0091/1654 8 LORRAINE RD 166 RPV VCP 0324/1654-0325/1654 8 KINGSRIDGE DR 186 RPV VCP 0172/1600-0173/1600 8 PASEO DE CASTANA 170 RPV ABSCP 0639/1491-0640/1491 10 330 RPV VCP 0691/1491-0692/1491 8 HEDGEWOOD DR 380 RPV VCP D41 194 RPV tota106302014 0187/1654-0540/1654 8 KNOLL VIEW DR 129 RPV VCP 0945/1545-0946/1545 8 OCONTO AV 219 RPV VCP 0403/1544-0404/1544 8 PEMBINA RD 180 RPV VCP 1057/1545-1058/1545 8 VIA PORTO GRANDE 250 RPV VCP 0049/1654-0050/1654 8 151 RPV VCP 0036/1546-0037/1546 8 249 RPV VCP 0003/1601-0004/1601 15 350 RPV VCP 0040/1545-0041/1545 8 HAWTHORNE BV 262 RPV VCP 0102/1654-0103/1654 8 NANCY RD 108 RPV VCP 0158/1600-0159/1600 8 PASEO DE CASTANA 193 RPV ABSCP 0061/1654-0062/1654 8 162 RPV VCP 0043/1599-0960/1545 8 GOLDEN ARROW DR 320 RPV VCP 0044/1599-0045/1599 8 GOLDEN ARROW DR 108 RPV VCP 0465/1545-0466/1545 8 CRESTRIDGE RD 127 RPV VCP 0054/1600-0055/1600 8 DELUNA DR 111 RPV VCP 0108/1654-0436/1654 8 MACARTHUR ST 350 RPV VCP 0066/1655-0067/1655 10 250 RPV VCP 0193/1545-0968/1545 15 CREST ROAD 202 RPV VCP 0419/1545-0926/1545 8 FAWNSKIN DR 121 RPV VCP 0101/1654-0102/1654 8 NANCY RD 228 RPV VCP 0694/1545-0695/1545 8 INDIAN VALLEY RD 245 RPV VCP 0385/1544-0386/1544 8 MESABA DR 200 RPV VCP 0486/1654-0503/1654 8 HOMEWORTH DR 258 RPV VCP 0549/1654-0550/1654 8 DELADIER DR 267 RPV VCP 0307/1544-0308/1544 8 IRONWOOD ST 125 RPV VCP 0652/1491-0653/1491 8 MAPLEPARK DR 115 RPV VCP 0418/1545-0981/1545 8 SANTA BARBARA DR 300 RPV ABSCP 0258/1654-0259/1654 8 KNOLL VIEW DR 283 RPV VCP 0032/1544-0033/1544 8 SAN NICOLAS DR 299 RPV VCP 0570/1654-0571/1654 8 LA VISTA VERDE 270 RPV VCP 0940/1545-0941/1545 8 WARRIOR DR 278 RPV VCP 0347/1545-0348/1545 8 WHITLEY COLLINS DR 287 RPV VCP 0216/1545-0217/1545 8 CREST RD 101 RPV VCP 0314/1654-0315/1654 8 164 RPV VCP 0179/1654-0180/1654 8 98 RPV VCP 0148/1654-0149/1654 8 VIA SIENA 297 RPV VCP 0500/1491-0501/1491 8 VIA RIVERA 213 RPV VCP 0245/1545-0250/1545 8 MIDDLECREST RD 138 RPV VCP 0364/1545-0365/1545 8 SCOTWOOD DR 178 RPV VCP 0011/1599-0014/1599 8 BROWNDEER LN 168 RPV VCP 0129/1654-0130/1654 8 343 RPV VCP 0116/1544-0961/1544 8 HAWTHORNE BV 80 RPV VCP 0288/1654-0293/1654 8 VIA COLINITA 147 RPV VCP 0350/1654-0355/1654 8 SANTA LUNA DR 155 RPV VCP 0770/1545-0771/1545 8 SEAMONT DR 256 RPV VCP 0292/1654-0293/1654 8 VIA CIEGA 225 RPV VCP 0623/1491-0624/1491 8 200 RPV VCP 0149/1600-0150/1600 8 AVENIDA DE ROSA 149 RPV ABSCP 0494/1654-0495/1654 8 JAYBROOK DR 298 RPV VCP 0731/1545-0732/1545 8 MOONGATE DR 295 RPV VCP 0637/1545-1088/1545 8 135 RPV VCP 0043/1654-0065/1654 8 VIA CANADA 220 RPV VCP D42 195 RPV_tota106302014 0136/1654-0137/1654 8 MIRALESTE DR 201 RPV VCP 0218/1545-0219/1545 10 CREST RD 95 RPV VCP 0258/1653-0259/1653 8 LUNADA CR 93 RPV VCP 0363/1654-0364/1654 8 CORINNA DR 350 RPV VCP 0092/1654-0093/1654 8 LORRAINE RD 253 RPV VCP 0306/1654-0307/1654 8 BEAUVAIS RD 155 RPV VCP 0814/1545-0815/1545 8 RAVENSPUR DR 236 RPV VCP 0099/1654-0100/1654 8 142 RPV VCP 0484/1654-0492/1654 8 HIGHMORE AV 307 RPV VCP 0017/1655-0018/1655 10 120 RPV VCP 0340/1545-0341/1545 8 WHITLEY COLLINS DR 196 RPV VCP 0342/1545-0343/1545 8 SCOTWOOD DR 73 RPV VCP 0040/1601-0041/1601 8 PALOS VERDES DR 146 RPV VCP 0088/1546-0090/1546 8 HAWTHORNE BV 23 RPV VCP 0422/1545-0423/1545 8 292 RPV VCP 0228/1545-0229/1545 12 CREST RD 184 RPV VCP 0046/1545-0049/1545 8 244 RPV VCP 0006/1601-0208/1601 10 85 RPV VCP 0007/1545-0008/1545 8 LOS VERDES DR 240 RPV VCP 0030/1544-1011/1544 8 102 RPV VCP 0114/1545-0115/1545 8 VERDE RIDGE RD 65 RPV VCP 0662/1491-0663/1491 15 GOLDEN MEADOW DR 58 RPV VCP 0021/1544-0022/1544 8 BRAIDWOOD DR 110 RPV VCP 0444/1545-0445/1545 8 MELA LANE 127 RPV VCP 0442/1545-0445/1545 8 MELA LANE 147 RPV VCP 0083/1599-0148/1599 8 101 RPV VCP 0251/1545-0252/1545 8 MIDDLECREST RD 151 RPV VCP 0733/1545-0734/1545 8 LOCHVALE DR 212 RPV VCP 0738/1545-0739/1545 8 SCOTMIST DR 355 RPV VCP 0699/1545-1007/1545 8 INDIAN VALLEY RD 163 RPV VCP 0076/1545-0077/1545 8 SATTES DR 284 RPV VCP 1001/1545-1002/1545 8 KING ARTHUR CT 161 RPV VCP 0077/1545-0078/1545 8 CARTIER DR 255 RPV VCP 0339/1545-0340/1545 8 WHITECLIFF DR 244 RPV VCP 0333/1545-0340/1545 8 WHITLEY COLLINS DR 296 RPV VCP 0977/1545-0978/1545 8 SANTA BARBARA DR 250 RPV ABSCP 0250/1546-0251/1546 8 OCEAN TERRACE DR 335 RPV VCP 0008/1546-0009/1546 10 340 RPV VCP 0037/1599-0962/1545 8 DELACROIX RD 300 RPV VCP 0320/1545-0321/1545 8 STONECREST RD 271 RPV VCP 0768/1545-0769/1545 8 SEAMONT DR 267 RPV VCP 0564/1545-0659/1545 8 EDINGHILL DR 224 RPV VCP 0077/1544-0091/1544 8 83 RPV VCP 0097/1544-0098/1544 8 RIDGEPATH CT 188 RPV VCP 0576/1545-0580/1545 8 RIDGETHORN CT 89 RPV VCP 0807/1545-0808/1545 8 142 RPV VCP 0812/1545-0813/1545 8 PEACOCK RIDGE DR 285 RPV VCP 0135/1545-0136/1545 8 WHITES POINT DR 316 RPV VCP 0372/1545-0679/1545 8 DOVERRIDGE DR 262 RPV VCP 0630/1545-0631/1545 8 EDINGHILL DR 206 RPV VCP 0494/1545-0500/1545 8 223 RPV VCP 0121/1545-0646/1491 8 344 RPV LVCP D43 196 RPV_tota106302014 0482/1545-0483/1545 8 CRESTRIDGE RD 243 RPV VCP 0147/1545-0148/1545 8 HAWTHORNE BV 249 RPV VCP 0703/1545-0704/1545 8 KING ARTHUR CT 274 RPV VCP 0704/1545-0705/1545 8 KING ARTHUR CT 226 RPV LVCP 0783/1545-0121/1544 8 RIDGEBLUFF CT 117 RPV VCP 0701/1491-0702/1491 8 STARSTONE DR 266 RPV VCP 0113/1545-0114/1545 8 121 RPV VCP 0240/1490-0002/1544 8 125 RPV VCP 0554/1491-0606/1491 8 CREST RD 219 RPV VCP 0136/1492-PUMP/1492 4 CALLE ENTRADERO 1158 RPV DIP 0687/1545-0691/1545 8 SEABRYN DR 61 RPV VCP 1004/1545-1006/1545 8 163 RPV VCP 0093/1544-0094/1544 8 RIDGEMAR CT 134 RPV VCP 0068/1544-0070/1544 8 SANTONA DR 241 RPV VCP 0121/1544-0123/1544 8 RIDGEBLUFF CT 254 RPV VCP 0791/1491-TRNK/1491 8 PALOS VERDES DR W 36 RPV VCP 0124/1545-0723/1491 8 KINGS HARBOR DR 251 RPV VCP 0609/1545-0688/1491 8 TRAILRIDERS DR 456 RPV VCP 0623/1545-0624/1545 8 CEDARBLUFF DR 172 RPV VCP 0756/1545-0759/1545 8 SHIRE OAKS DR 153 RPV VCP 0663/1491-0664/1491 8 PURPLERIDGE DR 253 RPV VCP 0070/1492-0071/1492 8 RUE DE LA PIERRE 246 RPV VCP 0065/1492-0069/1492 8 RUE DE LA PIERRE 325 RPV VCP 0045/1492-0046/1492 8 CALLE DE SUENOS 167 RPV VCP 0547/1491-0549/1491 8 CALLE QUIETA 197 RPV VCP 0539/1491-0721/1491 8 CALLE DE SUENOS 266 RPV VCP 0132/1545-0552/1545 8 TRAILRIDERS DR 261 RPV VCP 0463/1491-TRNK/1491 8 300 RPV VCP 0497/1545-0498/1545 8 INDIAN PEAK RD 322 RPV VCP 0209/1490-0210/1490 10 GOLDEN MEADOW DR 63 RPV VCP 0139/1544-0170/1544 8 WHITESTONE RD 249 RPV VCP 0139/1544-0140/1544 8 FLAMBEAU RD 120 RPV VCP 0127/1546-0005/1545 8 AVENIDA SELECTA 182 RPV VCP 0091/1599-0161/1599 8 56 RPV VCP 0371/1544-0372/1544 8 RAVENSPUR DR 125 RPV VCP PUMP/1545-0277/1546 8 126 RPV VCP 0984/1545-0986/1545 8 SAN CLEMENTE DR 301 RPV ABSCP 0253/1545-0254/1545 8 MIDDLECREST RD 293 RPV VCP 0333/1546-1037/1545 8 SAIL VIEW AV 326 RPV VCP 1051/1545-1052/1545 8 149 RPV VCP 1052/1545-1055/1545 8 VIA MALONA 292 RPV VCP 1061/1545-1063/1545 8 VIA COSTA VERDE 312 RPV VCP 1063/1545-1064/1545 8 VIA LA ROCCA 288 RPV VCP 1067/1544-1068/1544 8 270 RPV VCP 0018/1599-0019/1599 8 ELKRIDGE DR 300 RPV VCP 0071/1655-0072/1655 8 30 RPV VCP 0093/1599-0095/1599 8 192 RPV VCP 0126/1600-0181/1600 8 75 RPV VCP 0468/1544-0469/1544 8 SHOREWOOD RD 158 RPV VCP 0057/1492-0058/1492 8 RUE VALOIS 408 RPV VCP 0072/1653-0075/1653 8 TOSCANINI DR 144 RPV VCP 0110/1653-0111/1653 8 VELEZ DR 256 RPV VCP D44 197 RPV_tota106302014 0304/1546-0305/1546 8 ALBERO CT 224 RPV VCP 0196/1653-0197/1653 8 ALVESTA PL 147 RPV VCP 0171/1601-0172/1601 8 MARITIME RD 156 RPV VCP 0071/1653-0072/1653 8 WESTERN AV 66 RPV VCP 0235/1544-0236/1544 8 BARKSTONE DR 204 RPV VCP 0107/1653-0114/1653 10 PONTEVEDRA DR 246 RPV VCP 0013/1598-0014/1598 8 282 RPV VCP 0180/1546-0181/1546 15 PALOS VERDES DR S 172 RPV VCP 0187/1653-0188/1653 8 AVENIDA FELICIANO 320 RPV VCP 0184/1546-0185/1546 8 PALOS VERDES DR S 179 RPV VCP 0442/1544-0443/1544 10 BASSWOOD AV 129 RPV VCP 0133/1601-0134/1601 8 CONQUEROR DR 350 RPV VCP 0023/1653-0024/1653 8 MT SHASTA DR 158 RPV VCP 0122/1546-0088/1492 8 127 RPV VCP 0300/1544-0301/1544 8 DIVERSEY DR 143 RPV VCP 0146/1653-0147/1653 8 MONTEREINA DR 172 RPV VCP 0329/1544-0330/1544 8 SILVER SPUR RD 215 RPV VCP 0082/1492-0083/1492 8 202 RPV VCP 0113/1492-0114/1492 8 218 RPV DIP 0111/1653-0112/1653 8 VELEZ DR 223 RPV VCP 0270/1546-0271/1546 8 198 RPV VCP 0207/1546-0208/1546 8 CLIPPER RD 320 RPV VCP 0097/1600-0098/1600 8 168 RPV VCP 0178/1653-0179/1653 8 AVENIDA APRENDA 252 RPV VCP 0130/1653-0131/1653 8 DELASONDE DR 194 RPV VCP 0136/1653-0137/1653 12 PONTEVEDRA DR 296 RPV VCP 0154/1601-0155/1601 8 PALOS VERDES DR S 350 RPV VCP 0041/1600-0042/1600 8 204 RPV VCP 0181/1653-0182/1653 8 TARRASA DR 347 RPV VCP 0525/1544-0526/1544 8 HAWKHURST DR 240 RPV VCP 0332/1544-0333/1544 8 MONTEMALAGA DR 55 RPV VCP 0193/1544-0194/1544 8 GRAYSLAKE RD 164 RPV VCP 0161/1653-0162/1653 8 PONTEVEDRA DR 121 RPV VCP 0527/1544-0528/1544 8 HONEYCREEK RD 235 RPV VCP 0135/1601-0136/1601 8 CONQUEROR DR 175 RPV VCP 0298/1544-0299/1544 8 DIVERSEY DR 154 RPV VCP 0017/1492-0022/1492 8 VIA RIVERA 107 RPV VCP 0107/1599-0108/1599 8 350 RPV VCP 0167/1601-0170/1601 8 MARITIME RD 166 RPV VCP 0167/1653-0168/1653 8 AVENIDA APRENDA 356 RPV VCP 0023/1546-0062/1546 8 203 RPV VCP 0302/1546-0303/1546 8 ALBERO CT 173 RPV VCP 0172/1546-0173/1546 8 124 RPV VCP 0241/1653-0242/1653 8 100 RPV VCP 0058/1492-0059/1492 8 RUE VALOIS 350 RPV VCP 0155/1544-0226/1544 8 LIGHTFOOT PL 154 RPV VCP 0150/1492-0151/1492 8 VIA DEL CIELO 261 RPV VCP 0144/1601-0145/1601 8 FORRESTAL DR 92 RPV VCP 0141/1653-0142/1653 8 AVENIDA CUADERNO 157 RPV VCP 0426/1544-0427/1544 8 MANITOWAC DR 331 RPV LVCP 0075/1653-0076/1653 8 TOSCANINI DR 84 RPV VCP 0230/1544-0232/1544 8 GRAYSLAKE RD 305 RPV VCP D45 198 RPV_tota106302014 0151/1601-0159/1601 8 267 RPV VCP 0074/1600-0075/1600 8 GREVE DR 277 RPV VCP 0095/1601-0132/1600 8 SEARAVEN DR 199 RPV VCP 0093/1653-0099/1653 8 TOSCANINI DR 292 RPV VCP 0155/1601-0177/1601 8 PALOS VERDES DR S 340 RPV VCP 0054/1492-0055/1492 8 RUE VALOIS 108 RPV VCP 0149/1653-0150/1653 8 CALZAADA DR 225 RPV VCP 0289/1544-0290/1544 8 BIRCHFIELD AV 213 RPV VCP 0206/1653-0365/1653 8 REDONDELA DR 218 RPV VCP 0244/1546-0293/1546 8 VISTA PACIFICA 189 RPV VCP 0007/1600-0179/1600 8 OCEANAIR DR 269 RPV VCP 0148/1546-0149/1546 8 VIA LA CRESTA 247 RPV VCP 0132/1601-0177/1601 8 PALOS VERDES DR S 45 RPV VCP 0230/1546-0247/1546 8 130 RPV VCP 0069/1.601-0070/1601 8 SEAGLEN DR 151 RPV VCP 0109/1601-0110/1601 8 VIGILANCE DR 186 RPV VCP 0113/1599-0162/1599 8 OCEANAIRE DR 299 RPV VCP 0446/1544-0447/1544 8 SHOREVIEW DR 170 RPV VCP 0180/1601-0181/1601 8 PALOS VISTA DR 341 RPV VCP 0107/1600-0108/1600 8 138 RPV VCP 0222/1546-TRNK/1546 8 147 RPV VCP 0439/1544-0440/1544 10 BASSWOOD AV 290 RPV VCP 0024/1600-0025/1600 8 EXULTANT DR 264 RPV VCP 0199/1544-0200/1544 8 216 RPV VCP 0138/1600-0139/1600 8 84 RPV ABSCP 0047/1601-0048/1601 8 GANADO DR 350 RPV VCP 0111/1492-0112/1492 8 VIA DEL CIELO 160 RPV VCP 0158/1653-PUMP/1653 8 WESTERN AV 526 RPV CAS 0127/1600-0181/1600 8 116 RPV VCP 0243/1546-0292/1546 8 ALLEY 76 RPV VCP 0102/1492-0103/1492 8 HAWTHORNE BV 20 RPV VCP 0242/1653-0243/1653 8 188 RPV VCP 0455/1544-1071/1544 8 LITTLEBOW RD 97 RPV VCP 0362/1544-0363/1544 10 FLAMBEAU DR 45 RPV VCP 0093/1601-0094/1601 8 SEARAVEN DR 343 RPV VCP 0952/1544-0953/1544 8 VIA SONOMA 178 RPV VCP 0129/1600-0130/1600 8 PIRATE DR 234 RPV VCP 0480/1544-0481/1544 8 SHADOW WOOD DR 109 RPV VCP 0185/1653-0241/1653 8 175 RPV VCP 0185/1544-0939/1544 8 281 RPV VCP 0094/1600-0095/1600 8 227 RPV LVCP 0258/1546-0259/1546 8 ALTA VISTA DR 357 RPV VCP 0007/1601-0008/1601 10 153 RPV VCP 0282/1544-0283/1544 12 121 RPV VCP 0348/1544-0349/1544 10 323 RPV VCP 0124/1601-0125/1601 8 PALOS VERDES DR S 156 RPV VCP 0249/1653-0250/1653 8 300 RPV VCP 0170/1601-0171/1601 8 MARITIME RD 313 RPV VCP 0135/1600-0136/1600 8 DAUNTLESS DR 266 RPV VCP 0271/1544-0275/1544 8 BASSWOOD AV 253 RPV VCP 0009/1546-0015/1546 8 192 RPV VCP 0560/1654-0561/1654 8 169 RPV VCP D46 199 RPV_tota106302014 0233/1490-0236/1490 8 INDIAN ROCK DR 230 RPV VCP 0613/1491-0614/1491 8 273 RPV VCP 0052/1653-0053/1653 8 CADDINGTON DR 300 RPV VCP 0508/1544-0509/1544 8 ELKMONT DR 274 RPV VCP 0008/1654-0009/1654 8 SPARTA DR 252 RPV VCP 0190/1546-0191/1546 8 BARKENTINE RD 280 RPV VCP 0204/1546-0205/1546 8 SEACOVE DR 204 RPV VCP 0205/1546-0206/1546 8 SEACOVE DR 183 RPV VCP 0081/1546-0082/1546 8 138 RPV VCP 0147/1546-0149/1546 8 VALLON DR 162 RPV VCP 0315/1546-0316/1546 8 190 RPV VCP 0206/1546-0207/1546 8 SEACOVE DR 320 RPV VCP 0103/1545-0104/1545 8 LOCKLENNA LN 323 RPV VCP 0081/1654-0524/1654 8 CADDINGTON DR 297 RPV VCP 0024/1492-0039/1492 8 145 RPV VCP 0266/1544-0267/1544 8 347 RPV VCP 0199/1546-0203/1546 8 VIA BARON 60 RPV VCP 0243/1546-0291/1546 8 180 RPV VCP 0231/1546-0232/1546 8 NANTASKET DR 353 RPV VCP 0280/1546-0281/1546 8 148 RPV VCP 0229/1546-0230/1546 8 340 RPV VCP 0024/1492-0025/1492 8 VIA RIVERA 360 RPV VCP 0043/1544-0044/1544 8 MONERO DR 179 RPV VCP 0272/1546-0289/1546 8 VIA BARON 274 RPV VCP 0279/1653-TRNK/1653 8 WESTERN AV 124 RPV VCP 0171/1544-0174/1544 8 GRAYSLAKE RD 287 RPV VCP 0172/1544-0173/1544 8 CLINT PL 177 RPV VCP 0158/1544-0171/1544 8 GRAYSLAKE RD 309 RPV VCP 0151/1544-0152/1544 8 HYTE RD 237 RPV VCP 0156/1544-0157/1544 8 GRAYSLAKE RD 349 RPV VCP 0213/1544-0214/1544 8 110 RPV VCP 0204/1544-0205/1544 8 160 RPV VCP 0230/1544-0242/1544 8 CAPESWOOD DR 273 RPV VCP 0260/1546-0262/1546 8 245 RPV VCP 0082/1546-0083/1546 8 168 RPV VCP 0358/1544-0359/1544 10 271 RPV VCP 0127/1492-0128/1492 8 297 RPV VCP 0093/1492-0094/1492 8 50 RPV VCP 0108/1546-0109/1546 8 106 RPV VCP 0310/1546-0311/1546 8 NUVOLA CT 274 RPV VCP 0321/1546-0323/1546 8 135 RPV VCP 0318/1546-0319/1546 8 49 RPV VCP 0300/1546-0307/1546 8 NUVOLA CT 192 RPV VCP 0187/1546-0188/1546 8 TARRAGON RD 315 RPV VCP 0151/1545-0152/1545 8 WARNICK DR 251 RPV VCP 0193/1654-0194/1654 8 186 RPV VCP 0180/1545-0184/1545 8 CREST ROAD 149 RPV VCP 0242/1654-0244/1654 8 116 RPV VCP 0313/1654-0315/1654 8 VIA COLINITA 160 RPV VCP 0460/1654-0462/1654 8 BERNICE DR 150 RPV VCP 0034/1599-0957/1545 8 LONGHILL DR 96 RPV VCP 0209/1654-0210/1654 8 HIGHPOINT RD 257 RPV VCP 200 RPV_tota106302014 0261/1653-0277/1653 8 PENINSULA VERDE DR 249 RPV VCP 0258/1654-0261/1654 8 GRANDPOINT LN 271 RPV VCP 0601/1491-0602/1491 8 122 RPV VCP 0092/1545-0093/1545 8 95 RPV VCP 0094/1653-0095/1653 8 ROCKINGHORSE RD 346 RPV VCP 0071/1654-0072/1654 8 RONSARD RD 226 RPV VCP 0690/1545-0691/1545 8 SEABRYN DR 48 RPV VCP 0592/1545-0593/1545 8 GERONIMO DR 218 RPV VCP 0762/1545-0766/1545 8 COVERIDGE DR 118 RPV VCP 0197/1545-0198/1545 15 CREST RD 307 RPV VCP 0120/1654-0121/1654 8 ENROSE AV 168 RPV VCP 0113/1654-0114/1654 8 325 RPV VCP 0200/1654-0201/1654 8 CROWNVIEW DR 148 RPV VCP 0179/1545-0180/1545 8 CREST ROAD 330 RPV VCP 0107/1654-0162/1654 8 MIRALESTE DR 258 RPV VCP 0262/1654-0263/1654 8 GRANDPOINT LN 206 RPV VCP 0082/1545-0083/1545 8 156 RPV VCP 0477/1654-0478/1654 8 SUMMERLAND ST 350 RPV VCP 0091/1546-0092/1546 15 HAWTHORNE BV 354 RPV VCP 0329/1545-0330/1545 8 QUAILWOOD DR 169 RPV VCP 0037/1654-0038/1654 8 VIA DE ANZAR 101 RPV VCP 0724/1545-0725/1545 8 COVERCREST DR 304 RPV VCP 0206/1654-0207/1654 8 120 RPV VCP 0674/1545-0675/1545 8 STADIA LN 274 RPV VCP 0036/1653-0039/1653 8 THISTLEWOOD CT 261 RPV VCP 0034/1546-0035/1546 8 169 RPV VCP 0942/1545-0943/1545 8 WARRIOR DR 192 RPV VCP 0111/1544-0112/1544 8 268 RPV VCP 0065/1544-0066/1544 8 LOMO DR 114 RPV VCP 0090/1546-0091/1546 15 HAWTHORNE BV 74 RPV VCP 0191/1601-0194/1601 8 168 RPV VCP 0549/1491-0550/1491 8 AVENIDA DEL CALMA 300 RPV VCP 0138/1544-0182/1544 8 GRAYSLAKE RD 167 RPV VCP 0114/1544-0115/1544 8 47 RPV VCP 0111/1545-0112/1545 8 48 RPV VCP 0094/1545-0095/1545 8 165 RPV VCP 0162/1654-0163/1654 8 MIRALESTE DR 298 RPV VCP 0677/1491-0701/1491 8 STARSTONE DR 295 RPV VCP 0028/1544-0029/1544 8 SAN NICOLAS DR 273 RPV VCP 0615/1545-0616/1545 8 ROTHROCK DR 140 RPV LVCP 0500/1654-0501/1654 8 JAYBROOK DR 220 RPV VCP 0183/1654-0184/1654 8 KNOLL VIEW DR 166 RPV VCP 0151/1600-0152/1600 8 AVENIDA DE AZALEA 87 RPV ABSCP 0160/1654-0161/1654 8 VIA LORENZO 339 RPV VCP 0003/1544-0025/1544 8 275 RPV VCP 0033/1655-0034/1655 8 VISTA MESA DR 144 RPV VCP 0191/1545-0192/1545 8 CREST ROAD 184 RPV VCP 0225/1490-0440/1490 8 236 RPV VCP 0243/1654-0244/1654 8 120 RPV VCP 0184/1654-0185/1654 8 KNOLL VIEW DR 136 RPV VCP 0107/1544-0108/1544 8 HAWTHORNE BV 200 RPV VCP 0009/1655-0010/1655 8 240 RPV VCP 201 RPV tota106302014 0520/1654-0521/1654 8 GOYA DR 138 RPV VCP 0495/1654-0496/1654 8 JAYBROOK DR 193 RPV VCP 0052/1545-0053/1545 8 HAWTHORNE BV 24 RPV VCP 0964/1545-0965/1545 8 DELACROIX RD 107 RPV VCP 0242/1490-0245/1490 8 128 RPV VCP 0055/1600-0056/1600 8 DELUNA DR 71 RPV VCP 0427/1545-0428/1545 8 133 RPV VCP 0106/1654-0107/1654 8 137 RPV VCP 0088/1653-0089/1653 8 VAN KARAJAN DR 250 RPV VCP 0203/1601-0207/1601 8 CAPE POINT DR 203 RPV VCP 0204/1601-0205/1601 8 293 RPV DIP 0067/1655-0068/1655 10 182 RPV VCP 0361/1544-0362/1544 8 FLAMBEAU DR 318 RPV VCP 0163/1601-0164/1601 8 EXULTANT DR 350 RPV VCP 0280/1544-0281/1544 12 BAYRIDGE RD 238 RPV VCP 0040/1653-0041/1653 8 TOSCANINI DR 70 RPV VCP 0131/1600-0132/1600 8 SEARAVEN DR 211 RPV VCP 0072/1601-0073/1601 8 SEAGLEN DR 227 RPV VCP 0179/1601-0180/1601 8 PALOS VISTA DR 221 RPV VCP 0084/1601-0085/1601 8 HEROIC DR 289 RPV VCP 0131/1601-0132/1601 8 PALOS VERDES DR S 116 RPV VCP 0129/1601-0130/1601 8 PALOS VERDES DR S 213 RPV VCP 0257/1546-0082/1492 8 201 RPV VCP 0091/1600-0092/1600 8 BENDIGO DR 356 RPV VCP 0290/1544-0291/1544 8 BIRCHFIELD AV 213 RPV VCP 0017/1601-0018/1601 10 40 RPV VCP 0190/1544-0191/1544 8 IRONWOOD ST 324 RPV VCP 0168/1653-0169/1653 8 AVENIDA APRENDA 330 RPV VCP 0177/1653-0178/1653 8 AVENIDA APRENDA 265 RPV VCP 0073/1601-0074/1601 8 SEAGLEN DR 350 RPV VCP 0604/1544-0962/1544 8 57 RPV VCP 0943/1544-0997/1544 8 382 RPV VCP 0391/1544-0392/1544 8 SHOREWOOD RD 129 RPV VCP 0710/1545-0711/1545 8 MEADOWMIST DR 301 RPV VCP 0440/1654-0441/1654 8 NOBLES VIEW DR 168 RPV VCP 0005/1599-0006/1599 8 ELMBRIDGE DR 119 RPV VCP 0049/1653-0051/1653 8 295 RPV VCP 0212/1490-0213/1490 8 GOLDEN MEADOW DR 115 RPV VCP 0305/1654-0306/1654 8 VIA COLINITA 229 RPV VCP 0747/1545-0837/1545 8 LUNADA RIDGE RD 92 RPV VCP 0213/1490-0214/1490 8 GOLDEN MEADOW DR 269 RPV VCP 0010/1653-0011/1653 8 BLOOMWOOD DR 303 RPV VCP 0056/1653-0057/1653 8 222 RPV VCP 0458/1545-0459/1545 8 CRENSHAW BV 240 RPV VCP 0334/1654-0335/1654 8 170 RPV VCP 0003/1654-0005/1654 8 SPARTA DR 127 RPV VCP 0267/1546-0268/1546 8 277 RPV VCP 0212/1546-0213/1546 8 BARKENTINE RD 216 RPV VCP 0189/1546-0190/1546 8 BARKENTINE RD 189 RPV VCP 0266/1546-0267/1546 8 225 RPV VCP 0400/1544-0401/1544 8 INDIAN PEAK RD 218 RPV VCP 0057/1544-0058/1544 8 ACANA RD 312 RPV VCP D49 202 RPV_tota106302014 0551/1544-0552/1544 8 SILVERMOON LN 116 RPV VCP 0030/1598-0547/1544 8 FALCON ROCK PL 93 RPV VCP 0003/1654-0004/1654 8 120 RPV VCP 0053/1653-0054/1653 8 CADDINGTON DR 350 RPV VCP 0078/1492-0079/1492 8 RUE LANGLOIS 293 RPV VCP 0099/1492-0100/1492 8 VIA DEL MAR 234 RPV VCP 0022/1492-0023/1492 8 VIA RIVERA 135 RPV VCP 0025/1492-0026/1492 8 VIA RIVERA 350 RPV VCP 0215/1546-0264/1546 8 SEACOVE DR 252 RPV VCP 0203/1546-0220/1546 8 152 RPV VCP 0238/1546-0285/1546 8 131 RPV VCP 0235/1546-0280/1546 8 218 RPV VCP 0234/1546-0235/1546 8 130 RPV VCP 0042/1544-0043/1544 8 MONERO DR 350 RPV VCP 0083/1544-0086/1544 8 VILLA ROSA DR 133 RPV VCP 0081/1544-0082/1544 8 81 RPV VCP 0220/1546-0228/1546 8 SEACOVE DR 237 RPV VCP 0002/1654-0003/1654 8 SPARTA DR 106 RPV VCP 0046/1544-0102/1544 8 ALVAREZ DR 124 RPV VCP 0038/1544-0039/1544 8 MONERO DR 315 RPV VCP 0202/1544-0203/1544 8 61 RPV VCP 0171/1544-0172/1544 8 CLINT PL 229 RPV VCP 0021/1546-0022/1546 8 66 RPV VCP 0006/1600-0179/1600 8 OCEANAIR DR 200 RPV VCP 0238/1544-0239/1544 8 BARKSTONE DR 320 RPV VCP 0162/1546-0168/1546 12 150 RPV VCP 0070/1546-0071/1546 8 LAUTREC PL 252 RPV VCP 0063/1546-0064/1546 8 322 RPV VCP 0131/1492-0132/1492 8 CALLE ENTRADERO 196 RPV VCP 0100/1546-0101/1546 8 HAWTHORNE BV 59 RPV VCP 0145/1546-0146/1546 8 VALLON DR 328 RPV VCP 0309/1546-0310/1546 8 NUVOLA CT 270 RPV VCP 0316/1546-0317/1546 8 209 RPV VCP 0299/1546-TRNK/1546 8 ALBERO CT 30 RPV VCP 0079/1653-0080/1653 8 VISTA MADERA 335 RPV VCP 0058/1545-0139/1545 8 HAWTHORNE BV 324 RPV VCP 0610/1491-0611/1491 8 305 RPV VCP 0363/1654-0072/1600 8 CORINNA DR 420 RPV VCP 0091/1654-0092/1654 8 LORRAINE RD 210 RPV VCP 0555/1654-0556/1654 8 DELADIER DR 171 RPV VCP 0042/1545-0043/1545 8 HAWTHORNE BV 332 RPV VCP 0002/1600-0146/1599 8 271 RPV VCP 0040/1655-0356/1654 8 254 RPV VCP 0047/1545-0048/1545 8 CACHAN PL 194 RPV VCP 0034/1654-0035/1654 8 VIA DE ANZAR 242 RPV VCP 0058/1653-0059/1653 8 128 RPV VCP 0348/1654-0562/1654 8 172 RPV VCP 0423/1545-0426/1545 8 33 RPV VCP 0043/1545-0044/1545 8 HAWTHORNE BV 312 RPV VCP 0005/1601-0208/1601 10 20 RPV VCP 0036/1545-0037/1545 8 CREST ROAD 348 RPV VCP 0016/1545-0017/1545 8 .117 RPV VCP D5o 203 RPV_tota106302014 0017/1545-0018/1545 8 AVENIDA CELESTIAL 96 RPV VCP 0617/1491-0618/1491 8 270 RPV VCP 0005/1545-0006/1545 8 AVENIDA ESPLENIDA 106 RPV VCP 0528/1491-0536/1491 8 AVENIDA DEL CALMA 222 RPV VCP 0052/1544-1011/1544 8 ELLA RD 121 RPV VCP 0242/1490-0244/1490 8 LOBROOK DR 208 RPV VCP 0009/1544-0011/1544 8 BIRCHMAN DR 171 RPV VCP 0681/1491-0693/1491 8 HARTCREST DR 242 RPV LVCP 0554/1545-0555/1545 8 ABBOTSWOOD DR 169 RPV VCP 0642/1491-0643/1491 8 ABBOTTSWOOD DR 343 RPV VCP 0638/1545-0639/1545 8 EDINGHILL DR 322 RPV VCP 0472/1545-0473/1545 8 168 RPV VCP 0473/1545-0474/1545 8 247 RPV VCP 0481/1545-0482/1545 8 CRESTRIDGE RD 366 RPV VCP 0706/1545-0707/1545 8 MEADOWMIST DR 363 RPV VCP 0712/1545-0713/1545 8 ARMAGA SPRING RD 268 RPV VCP 0744/1545-0746/1545 8 MOONGATE DR 278 RPV VCP 0696/1545-0697/1545 8 INDIAN VALLEY RD 203 RPV VCP 0697/1545-0698/1545 8 INDIAN VALLEY RD 427 RPV VCP 0075/1545-0076/1545 8 SATTES DR 241 RPV VCP 0072/1545-0073/1545 8 MATISSE DR 85 RPV VCP 0034/1546-0038/1546 8 CARTIER DR 149 RPV VCP 0021/1599-0022/1599 8 ELKRIDGE DR 310 RPV VCP 0337/1545-0338/1545 8 WHITECLIFF DR 264 RPV VCP 0001/1546-0252/1546 8 OCEAN TERRACE DR 262 RPV VCP 0003/1546-0256/1546 8 170 RPV VCP 0556/1545-0557/1545 8 ABBOTSWOOD DR 320 RPV VCP 0037/1599-0038/1599 8 DELACROIX RD 268 RPV VCP 0976/1545-0977/1545 8 SANTA CATALINA DR 203 RPV ABSCP 0208/1545-0209/1545 10 CREST RD 450 RPV VCP 0322/1545-0323/1545 8 STONECREST RD 165 RPV VCP 0328/1545-0329/1545 8 QUAILWOOD DR 155 RPV VCP 0719/1545-0720/1545 8 ARMAGA SPRING RD 136 RPV VCP 0714/1545-0719/1545 8 ARMAGA SPRING RD 198 RPV VCP 0086/1599-0087/1599 8 259 RPV VCP 0493/1491-0494/1491 8 VIA RIVERA 290 RPV VCP 0665/1545-0667/1545 8 SEAMONT DR 295 RPV VCP 0561/1545-0562/1545 8 ABBOTTSWOOD DR 248 RPV VCP 0569/1545-0570/1545 8 LOMO DR 53 RPV VCP 0072/1544-0074/1544 8 RIDGEFERN CT 52 RPV VCP 0701/1545-0702/1545 8 INDIAN VALLEY RD 214 RPV VCP 0924/1545-1000/1545 8 220 RPV VCP 0649/1545-0650/1545 8 HAZELRIDGE DR 295 RPV VCP 0792/1545-0793/1545 8 202 RPV VCP 0025/1544-0026/1544 8 264 RPV VCP 0664/1491-0665/1491 8 PURPLERIDGE DR 273 RPV VCP 0621/1491-0622/1491 8 AVENIDA TRANQUILA 327 RPV VCP 0553/1545-0650/1491 8 MAPLE PARK DR 204 RPV VCP 0085/1545-0086/1545 8 168 RPV VCP 0059/1545-0060/1545 8 OCEAN CREST DR 245 RPV VCP 0604/1545-0605/1545 8 BLYTHEWOOD DR 207 RPV VCP 0605/1545-0606/1545 8 TRAILRIDERS DR 368 RPV VCP D51 204 RPV_tota106302014 0594/1545-0600/1545 8 GERONIMO DR 335 RPV VCP 0633/1491-0634/1491 8 VERDE RIDGE RD 139 RPV VCP 0609/1491-0610/1491 8 206 RPV VCP 0157/1545-0552/1545 8 MADELINE COVE DR 248 RPV VCP 0372/1545-0678/1545 8 DOVERRIDGE DR 201 RPV VCP 0050/1544-0060/1544 8 CERTA DR 253 RPV VCP 0072/1544-0073/1544 8 RIDGEHORN CT 82 RPV VCP 0577/1545-0578/1545 8 RIDGEFALLS CT 111 RPV VCP 0484/1491-0485/1491 8 VIA RIVERA 284 RPV VCP 0572/1491-0480/1491 8 BERRY HILL DR 209 RPV VCP 0110/1492-PUMP/1492 4 PACIFICA DEL MAR 1782 RPV DIP 0520/1491-0521/1491 8 VIA BORICA 163 RPV VCP 0034/1545-0035/1545 8 243 RPV VCP 0785/1545-0125/1544 8 RIDGEBROOK CT 314 RPV VCP 0026/1545-0027/1545 8 170 RPV VCP 0517/1491-0518/1491 8 VIA BORICA 385 RPV VCP 0669/1545-0670/1545 8 DOVERIDGE DR 196 RPV VCP 0785/1545-0786/1545 8 RIDGEBROOK CT 258 RPV VCP 0137/1545-0138/1545 8 VERDE RIDGE RD 217 RPV VCP 0773/1545-0092/1544 8 RIDGEPOINT CT 296 RPV VCP 0684/1545-0685/1545 8 PARKLYNN DR 142 RPV VCP 0789/1491-0790/1491 8 MARGUERITE DR 330 RPV VCP 0520/1491-0522/1491 8 168 RPV VCP 0052/1492-0098/1492 8 CAMINO PORVENIR 356 RPV VCP 0096/1492-0528/1491 8 AVENIDA DEL CALMA 229 RPV VCP 0787/1491-0788/1491 8 MARGUERITE DR 83 RPV VCP 0466/1491-TRNK/1491 8 VIA LORADO 84 RPV VCP 0532/1491-0533/1491 8 CAMINO PORVENIR 367 RPV VCP 0534/1491-0535/1491 8 AVENIDA DEL CALMA 232 RPV VCP 0552/1545-0558/1545 8 TRAILRIDERS DR 280 RPV VCP 0681/1491-0682/1491 15 GOLDEN MEADOW DR 264 RPV VCP 0137/1544-0138/1544 8 FLAMBEAU DR 232 RPV VCP 0463/1545-0464/1545 8 CRESTRIDGE RD 137 RPV VCP 0091/1599-0092/1599 8 142 RPV VCP 0129/1546-0006/1545 8 183 RPV VCP 0013/1546-0069/1545 8 SATTES DR 268 RPV VCP 0047/1546-0048/1546 8 CHARTRES DR 195 RPV VCP 0044/1546-0059/1546 8 154 RPV VCP 0454/1545-0455/1545 8 91 RPV VCP 0115/1599-0436/1545 8 AMBER SKY DR 171 RPV VCP 0277/1546-0276/1546 8 107 RPV VCP 0329/1546-0330/1546 8 268 RPV VCP 0311/1545-0312/1545 8 SUNMIST DR 350 RPV VCP 1053/1545-1054/1545 8 VIA MALONA 243 RPV VCP 1065/1544-1066/1544 8 87 RPV VCP 1066/1544-1067/1544 8 263 RPV VCP 0073/1655-0074/1655 8 PALOS VERDES DR E 69 RPV VCP 0124/1653-0366/1653 8 GALERITA DR 84 RPV VCP 0346/1544-1069/1544 10 BASSWOOD AV 97 RPV VCP 0454/1544-1071/1544 8 LITTLEBOW RD 221 RPV VCP 0281/1544-0282/1544 12 BAYRIDGE RD 157 RPV VCP 0516/1544-0517/1544 8 NOKOMIS RD 310 RPV VCP D52 205 RPV_tota106302014 0147/1544-0148/1544 8 SPRING CREEK RD 287 RPV VCP 0015/1598-0016/1598 8 HONEY CREEK RD 141 RPV VCP 0189/1544-0190/1544 8 IRONWOOD ST 160 RPV VCP 0396/1544-0397/1544 8 BASSWOOD AV 265 RPV VCP 0356/1544-0453/1544 10 96 RPV VCP 0207/1653-0210/1653 8 ELDENA DR 321 RPV VCP 0324/1544-0325/1544 8 SILVER SPUR RD 180 RPV VCP 0104/1546-0105/1546 8 MARNE DR 339 RPV VCP 0493/1544-0494/1544 8 334 RPV VCP 0202/1653-0203/1653 8 REDONDELA DR 345 RPV VCP 0017/1599-0018/1599 8 BROWNDEER LN 335 RPV VCP 0479/1544-0480/1544 8 138 RPV VCP 0229/1544-0230/1544 8 GRAYSLAKE RD 240 RPV VCP 0116/1601-0117/1601 8 PALOS VISTA DR 153 RPV VCP 0174/1601-0175/1601 8 PALOS VERDES DR S 321 RPV VCP 0321/1544-0322/1544 8 SILVER SPUR RD 200 RPV VCP 0290/1546-0291/1546 8 107 RPV VCP 0086/1600-0087/1600 8 GANADO DR 346 RPV VCP 0112/1492-0113/1492 8 VIA DEL CIELO 273 RPV VCP 0223/1546-0272/1546 8 152 RPV VCP 0058/1601-0059/1601 8 SEACLAIRE DR 256 RPV VCP 0182/1653-0183/1653 8 TARRASA DR 227 RPV VCP 0169/1544-0170/1544 8 WHITESTONE RD 206 RPV VCP 0026/1653-0027/1653 8 TOSCANINI DR 238 RPV VCP 0185/1653-0186/1653 8 AVENIDA FELICIANO 80 RPV VCP 0143/1601-0144/1601 8 FORRESTAL DR 147 RPV VCP 0116/1653-0132/1653 8 PONTEVEDRA DR 224 RPV VCP 0022/1653-0023/1653 8 MT RAINIER RD 83 RPV VCP 0097/1601-0104/1601 8 VIGILANCE DR 120 RPV VCP 0017/1598-0522/1544 8 DEEPBROOK DR 74 RPV VCP 0098/1600-0099/1600 8 COOLHEIGHTS DR 267 RPV VCP 01 85/1546-TRNK/1 546 8 PALOS VERDES DR S 135 RPV VCP 0935/1544-0936/1544 8 MONTEMALAGA DR 116 RPV VCP 0318/1546-TRNK/1546 8 PALOS VERDES DR S 10 RPV VCP 0152/1546-0153/1546 8 VIA LA CRESTA 406 RPV VCP 0600/1544-0601/1544 8 147 RPV VCP 0494/1544-0495/1544 8 118 RPV VCP 0020/1601-0021/1601 8 163 RPV VCP 0043/1600-0044/1600 8 242 RPV VCP 0021/1601-0022/1601 8 197 RPV VCP 0145/1544-0146/1544 8 SPRING CREEK RD 347 RPV VCP 0127/1653-0128/1653 8 DELASONDE DR 145 RPV VCP 0251/1653-0252/1653 8 266 RPV VCP 0466/1544-0467/1544 8 INDIAN PEAK RD 168 RPV VCP 0224/1544-0225/1544 8 LIGHTFOOT PL 182 RPV VCP 0440/1544-0454/1544 8 LITTLEBOW RD 140 RPV VCP 0009/1601-0010/1601 10 LA ROTONDA DR 303 RPV VCP 0113/1601-0184/1601 8 PALOS VERDES DR 255 RPV VCP 0501/1544-0502/1544 8 SHADOW WOOD DR 223 RPV VCP 0085/1600-0086/1600 8 GANADO DR 345 RPV VCP 0128/1653-0145/1653 8 MONTEREINA DR 293 RPV VCP 0062/1546-0080/1546 8 185 RPV VCP D53 206 RPV_tota106302014 0105/1492-0107/1492 8 139 RPV VCP 0323/1544-0324/1544 8 SILVER SPUR RD 300 RPV VCP 0302/1544-0303/1544 10 BASSWOOD AV 275 RPV VCP 0208/1546-0209/1546 8 CLIPPER RD 121 RPV VCP 0179/1653-0180/1653 10 WESTERN AV 297 RPV VCP 0034/1653-0040/1653 8 TOSCANINI DR 321 RPV VCP 0274/1546-0001/1492 8 VALLON DR 236 RPV VCP 0193/1544-0195/1544 8 GRAYSLAKE RD 182 RPV VCP 0131/1600-0133/1600 8 PIRATE DR 158 RPV VCP 0103/1546-0104/1546 8 MARNE DR 349 RPV VCP 0102/1546-0158/1546 15 MARNE DR 226 RPV VCP 0308/1546-0309/1546 8 NUVOLA CT 274 RPV VCP 0240/1546-0241/1546 8 BEACHVIEW DR 176 RPV VCP 0130/1600-0131/1600 8 PIRATE DR 135 RPV VCP 0225/1544-0226/1544 8 LIGHTFOOT PL 173 RPV VCP 0247/1546-0248/1546 8 145 RPV VCP 0296/1544-0297/1544 8 ELMBANK RD 350 RPV LVCP 0203/1653-0204/1653 8 REDONDELA DR 91 RPV VCP 0085/1492-0086/1492 10 340 RPV VCP 0017/1653-0018/1653 8 MT RAINIER RD 336 RPV VCP 0198/1653-0199/1653 10 REDONDEIA DR 238 RPV UCP 0118/1600-0119/1600 8 FALCONHEAD DR 186 RPV VCP 0125/1653-0131/1653 8 GALERITA DR 172 RPV VCP 0160/1546-0161/1546 15 MARNE DR 160 RPV VCP 0170/1653-0171/1653 8 AVENIDAARRENDA 276 RPV VCP 0218/1544-0219/1544 8 MENOMINEE PL 348 RPV VCP 0019/1601-0020/1601 8 283 RPV VCP 0321/1546-0322/1546 8 90 RPV VCP 0011/1600-0012/1600 8 ADMIRABLE DR 156 RPV VCP 0115/1601-0116/1601 8 PALOS VISTA DR 121 RPV VCP 0086/1601-0088/1601 8 SEARAVEN DR 145 RPV VCP 0022/1546-0023/1546 8 RHONE DR 61 RPV VCP 0076/1653-0080/1653 8 TOSCANINI DR 265 RPV VCP 0322/1544-0323/1544 8 SILVER SPUR RD 200 RPV VCP 0101/1599-0102/1599 8 239 RPV VCP 0929/1545-0934/1545 8 BROWNDEER LN 107 RPV VCP 0313/1544-0314/1544 8 272 RPV VCP 0542/1545-0543/1545 8 SILVERARROW DR 234 RPV VCP 0250/1654-0251/1654 8 141 RPV VCP 0036/1655-0037/1655 8 CALLE AVENTURA 350 RPV VCP 0476/1491-0477/1491 8 VIA VICTORIA 246 RPV VCP 0888/1545-0975/1545 8 175 RPV ABSCP 0013/1653-0014/1653 8 MT SHASTA DR 248 RPV VCP 0015/1546-0016/1546 8 144 RPV VCP 0062/1544-0063/1544 8 LOMO DR 138 RPV VCP 0838/1545-0993/1545 8 100 RPV VCP 0004/1653-0005/1653 8 MT VANCOUVER CT 224 RPV VCP 0060/1653-0062/1653 8 126 RPV VCP 0482/1491-0483/1491 8 VIA VICTORIA 258 RPV VCP 0627/1491-0628/1491 8 163 RPV VCP 0164/1600-0165/1600 8 PASEO DE CASTANA 173 RPV ABSCP 0239/1545-0240/1545 8 176 RPV VCP D54 207 RPV_tota106302014 0456/1654-0461/1654 8 GENERAL ST 252 RPV VCP 0341/1545-0343/1545 8 SCOTWOOD DR 330 RPV VCP 0059/1492-0060/1492 8 RUE VALOIS 350 RPV VCP 0045/1654-0046/1654 8 VIA CANADA 195 RPV VCP 0545/1545-0598/1545 8 SILVERARROW DR 197 RPV VCP 0105/1545-0106/1545 8 DRIFTWOOD LN 196 RPV VCP 0351/1654-0352/1654 8 VISTA MESA DR 166 RPV VCP 0568/1545-0569/1545 8 LOMO DR 296 RPV VCP 0093/1654-0094/1654 8 85 RPV VCP 0229/1654-0230/1654 8 GRANDPOINT DR 185 RPV VCP 0672/1491-0673/1491 8 CLOVERCLIFF DR 405 RPV VCP 0673/1545-0678/1545 8 DOVERRIDGE DR 177 RPV VCP 0066/1545-0067/1545 8 53 RPV VCP 0377/1545-0378/1545 8 MISTRIDGE DR 266 RPV VCP 0466/1654-0467/1654 8 GENERAL ST 375 RPV VCP 0337/1544-0345/1544 8 MONTEMALAGA DR 200 RPV VCP 0221/1654-0222/1654 8 140 RPV VCP 0003/1653-0015/1653 8 MT ROSE RD 188 RPV VCP 0082/1654-0083/1654 8 CADDINGTON DR 294 RPV VCP 0052/1654-0053/1654 8 141 RPV VCP 0002/1545-0003/1545 8 85 RPV VCP 0091/1653-0092/1653 8 MONTEREINA DR 223 RPV VCP 0950/1545-0951/1545 8 HALESCORNER RD 228 RPV VCP 0626/1491-0627/1491 8 391 RPV VCP 0541/1544-0948/1545 8 DIAMOND HEAD LN 135 RPV VCP 0359/1654-0360/1654 8 PALOS VERDES DR E 175 RPV VCP 0445/1654-0446/1654 8 UPLAND ST 172 RPV VCP 0029/1653-0030/1653 8 MT WHITNEY WY 141 RPV VCP 0944/1545-0946/1545 8 WARRIOR DR 212 RPV VCP 0549/1545-0551/1545 8 LONGHILL DR 167 RPV VCP 0722/1545-0723/1545 8 FIRTHRIDGE RD 314 RPV VCP 0426/1654-0427/1654 8 WEYMOUTH AV 274 RPV VCP 0469/1654-0470/1654 8 ELBERON ST 275 RPV VCP 0304/1654-0305/1654 8 VIA COLINITA 249 RPV VCP 0191/1601-0192/1601 8 248 RPV VCP 0144/1492-0145/1492 8 VIA DEL CIELO 162 RPV VCP 0655/1545-0656/1545 8 SAN NICOLAS DR 340 RPV VCP 0133/1654-0134/1654 8 VIA COLINITA 226 RPV VCP 0205/1654-0206/1654 8 133 RPV VCP 0072/1654-0073/1654 8 ENROSE AV 352 RPV VCP 0331/1544-0332/1544 8 MONTEMALAGA DR 313 RPV VCP 0160/1600-0162/1600 8 PASEO DE CASTANA 243 RPV ABSCP 0099/1545-0102/1545 8 LOCKLENNA LN 327 RPV VCP 0844/1545-0880/1545 8 FAWNSKIN DR 278 RPV VCP 0065/1655-0066/1655 10 230 RPV VCP 0262/1653-0263/1653 8 PENINSULA VERDE DR 211 RPV VCP 0196/1654-0197/1654 8 107 RPV VCP 0108/1654-0109/1654 8 MACARTHUR ST 325 RPV VCP 0086/1654-0087/1654 8 TRUDIE DR 292 RPV VCP 0060/1492-0061/1492 8 RUE VALOIS 104 RPV VCP 0574/1654-0148/1600 8 AVENIDA DE ROSA 127 RPV ABSCP 0474/1491-0496/1491 8 VIA VICTORIA 240 RPV VCP D55 208 RPV tota106302014 0588/1545-0589/1545 8 RIDGEHAVEN CT 179 RPV VCP 0254/1654-0525/1654 8 KNOLL VIEW DR 190 RPV VCP 0066/1600-0067/1600 8 CASILINA DR 209 RPV VCP 0644/1491-0645/1491 8 ABBOTTSWOOD DR 312 RPV VCP 0194/1654-0195/1654 8 57 RPV VCP 0795/1545-0797/1545 8 HIGHRIDGE RD 269 RPV VCP 0596/1545-0597/1545 8 SUNNY POINT PL 228 RPV VCP 0075/1599-0076/1599 10 CRENSHAW BV 350 RPV VCP 0248/1490-0392/1490 8 AMBERGATE DR 36 RPV VCP 0536/1545-0537/1545 10 SILVER SPUR RD 328 RPV VCP 0656/1491-0657/1491 8 GROVESPRING DR 334 RPV VCP 0600/1491-0601/1491 8 119 RPV VCP 0702/1491-0703/1491 8 STARSTONE DR 273 RPV VCP 0423/1654-0424/1654 8 WEYMOUTH AV 244 RPV VCP 0467/1654-0468/1654 8 GENERAL ST 282 RPV VCP 0414/1544-0415/1544 8 BASSWOOD AV 228 RPV VCP 0975/1545-0976/1545 8 SANTA CATALINA DR 169 RPV ABSCP 0220/1545-0221/1545 10 CREST RD 244 RPV VCP 0046/1654-0048/1654 8 VIA CANADA 90 RPV VCP 0061/1492-0062/1492 8 RUE VALOIS 124 RPV VCP 043211545-0433/1545 8 OCEANAIRE DR 318 RPV VCP 0249/1545-0250/1545 8 MIDDLECREST RD 42 RPV VCP 0006/1653-0010/1653 8 BLOOMWOOD DR 274 RPV VCP 0459/1654-0460/1654 8 BERNICE DR 198 RPV VCP 0405/1544-0406/1544 8 WAYPACA RD 224 RPV VCP 0689/1491-0780/1491 8 EDDINGHILL DR 320 RPV VCP 0071/1545-0072/1545 8 195 RPV VCP 0232/1654-0233/1654 8 PALOS VERDES DR E 52 RPV VCP 0031/1598-0032/1598 8 127 RPV VCP 0096/1653-0099/1653 8 ROCKINGHORSE RD 242 RPV VCP 0169/1654-0170/1654 8 141 RPV VCP 0438/1654-0439/1654 8 UPLAND ST 209 RPV VCP 0261/1654-0262/1654 8 GRANDPOINT LN 181 RPV VCP 0321/1654-0322/1654 8 KINGSRIDGE DR 222 RPV VCP' 0886/1545-0887/1545 8 135 RPV ABSCP 0483/1654-TRNK/1654 8 TRUDIE DR 56 RPV VCP 0350/1654-0352/1654 8 SANTA LUNA DR 245 RPV VCP 0096/1545-0097/1545 8 168 RPV VCP 0887/1545-0888/1545 8 74 RPV ABSCP 0376/1544-0386/1544 8 HAWTHORNE BV 287 RPV VCP 0091/1545-0092/1545 8 30 RPV VCP 0433/1545-PUMP/1545 3 BURRELL LN 698 RPV DIP 0061/1653-0062/1653 8 CADDINGTON DR 120 RPV VCP 0039/1653-004011653 8 THISTLEWOOD CT 120 RPV VCP 0003/1599-0004/1599 8 ELMBRIDGE DR 258 RPV VCP 0139/1492-0140/1492 8 CALLE ENTRADERO 192 RPV VCP 0092/1546-0093/1546 15 HAWTHORNE BV 354 RPV VCP 0001/1544-0002/1544 8 104 RPV VCP 0137/1492-0138/1492 8 CALLE ENTRADERO 224 RPV VCP 0389/1544-0390/1544 8 EAU CLAIRE DR 244 RPV VCP 0684/1491-0685/1491 8 CHERTY DR 271 RPV VCP 0579/1545-0581/1545 8 RIDGEFALLS CT 244 RPV VCP D56 209 RPV_tota106302014 0064/1655-0065/1655 10 220 RPV VCP 0190/1654-0191/1654 8 CROWNVIEW DR 281 RPV VCP 0498/1491-0499/1491 8 190 RPV LVCP 0406/1544-0407/1544 8 WAYPACA RD 170 RPV VCP 0085/1653-0086/1653 8 BEECHAM DR 149 RPV VCP 0282/1654-0283/1654 8 VIA COLINITA 133 RPV VCP 0258/1490-0259/1490 8 TRAILRIDERS DR 368 RPV VCP 0317/1654-0318/1654 8 259 RPV VCP 0437/1654-0438/1654 8 UPLAND ST 203 RPV VCP 0760/1545-0761/1545 8 SHIRE OAKS DR 218 RPV VCP 0015/1545-0019/1545 8 AVENIDA CLASSICA 331 RPV VCP 0029/1544-0030/1544 8 SAN NICOLAS DR 51 RPV VCP 0241/1545-0243/1545 8 184 RPV VCP 0008/1655-0009/1655 8 200 RPV VCP 0001/1600-0177/1600 8 AMBER SKY DR 230 RPV VCP 0434/1545-0435/1545 8 152 RPV VCP 0056/1654-0058/1654 8 270 RPV VCP 0035/1598-0036/1598 8 BLACKHORSE RD 144 RPV VCP 0570/1545-0573/1545 8 SAN NICOLAS DR 204 RPV VCP 0563/1654-0564/1654 8 42 RPV VCP 0055/1654-0056/1654 8 32 RPV VCP 0109/1545-0110/1545 8 SEASPRAY LN 166 RPV VCP 0375/1545-0377/1545 8 MISTRIDGE DR 323 RPV VCP 0040/1654-0041/1654 8 VIA DE ANZAR 105 RPV VCP 0289/1654-0290/1654 8 133 RPV VCP 0306/1654-0312/1654 8 VIA COLINITA 167 RPV VCP 0062/1492-0073/1492 8 RUE LANGLOIS 294 RPV VCP 0279/1654-0280/1654 8 136 RPV VCP 0115/1545-0116/1545 8 VERDE RIDGE RD 340 RPV VCP 0297/1544-0302/1544 10 BASSWOOD AV 259 RPV VCP 0041/1655-0070/1655 8 119 RPV VCP 0682/1545-0683/1545 8 PARKLYNN DR 37 RPV VCP 0045/1653-0046/1653 8 MT SAWTOOTH DR 89 RPV VCP 0084/1653-0085/1653 8 BEECHAM DR 246 RPV VCP 0101/1545-0102/1545 8 BAYCREST DR 141 RPV VCP 0532/1654-0533/1654 8 CREST RD 291 RPV ABSCP 0616/1491-0617/1491 8 121 RPV VCP 0190/1601-0191/1601 8 156 RPV VCP 0398/1544-0399/1544 8 INDIAN PEAK RD 299 RPV VCP 0006/1601-0007/1601 10 205 RPV VCP 0198/1601-0200/1601 8 TWIN HARBORS VIEW DR 101 RPV VCP 0020/1654-0021/1654 8 PICARDIE RD 199 RPV VCP 0006/1601-0193/1601 8 EMERALD VIEW DR 285 RPV VCP 0284/1654-0286/1654 8 VIA COLINITA 267 RPV VCP 0417/1545-0418/1545 8 SANTA BARBARA PL 340 RPV ABSCP 0668/1545-0669/1545 8 DOVERIDGE DR 393 RPV VCP 0283/1654-0284/1654 8 VIA COLINITA 234 RPV VCP 0140/1545-0141/1545 8 HAWTHORNE BV 293 RPV VCP 0098/1545-0099/1545 8 LOCKLENNA LN 248 RPV VCP 0002/1601-0003/1601 15 350 RPV VCP 0081/1545-0082/1545 8 227 RPV VCP 0013/1545-0014/1545 8 194 RPV VCP D57 210 RPV_tota106302014 0051/1654-0079/1654 8 172 RPV VCP 0158/1654-0159/1654 8 VIA LORENZO 298 RPV VCP 0195/1601-0211/1601 8 EMERALD VIEW DR 221 RPV VCP 0199/1601-0211/1601 8 LA ROTONDA DR 289 RPV VCP 0652/1545-0653/1545 8 HAZELRIDGE DR 127 RPV VCP 0031/1546-0032/1546 8 274 RPV VCP 0064/1545-0067/1545 8 300 RPV VCP 0722/1491-TRNK/1491 8 BERRY HILL DR 119 RPV VCP 0615/1491-0616/1491 8 290 RPV VCP 0098/1492-0529/1491 8 CAMINO PORVENIR 319 RPV VCP 0064/1492-0065/1492 8 RUE LANGLOIS 200 RPV VCP 0033/1544-0037/1544 8 MONERO DR 268 RPV VCP 0015/1544-0016/1544 8 LOBROOK DR 65 RPV VCP 0014/1544-0015/1544 8 LOBROOK DR 320 RPV VCP 0011/1544-0012/1544 8 HAZELRIDGE DR 359 RPV VCP 0007/1544-0008/1544 8 BIRCHMAN DR 128 RPV VCP 0250/1490-0251/1490 8 166 RPV VCP 0670/1491-0671/1491 8 CLOVERCLIFF DR 129 RPV VCP 0630/1491-0631/1491 8 VERDE RIDGE RD 93 RPV VCP 0621/1545-0780/1491 8 ROTHROCK DR 309 RPV VCP 0008/1545-0009/1545 8 LOS VERDES DR 240 RPV VCP 0673/1491-0674/1491 8 CLOVERCLIFF DR 316 RPV VCP 0637/1545-0638/1545 8 EDINGHILL DR 315 RPV VCP 0229/1545-0442/1545 8 MELA LANE 79 RPV VCP 0247/1545-0249/1545 10 112 RPV VCP 0148/1599-0149/1599 8 64 RPV ABSCP 0474/1545-0475/1545 8 CRESTRIDGE RD 305 RPV VCP 0739/1545-0740/1545 8 SCOTMIST DR 272 RPV VCP 0735/1545-0737/1545 8 COVERCREST DR 251 RPV VCP 0038/1546-0039/1546 8 CARTIER DR 192 RPV VCP 0737/1545-0738/1545 8 SCOTMIST DR 225 RPV VCP 0028/1546-0033/1546 8 CARTIER DR 112 RPV VCP 0030/1546-0038/1545 8 RHONE DR 273 RPV VCP 0352/1545-0353/1545 8 OCEANRIDGE DR 361 RPV VCP 0254/1546-0255/1546 8 PACIFICA DR 209 RPV VCP 0255/1546-0256/1546 8 233 RPV VCP 0034/1599-0035/1599 8 LONGHILL DR 65 RPV VCP 0036/1599-0039/1599 8 LONGHILL DR 319 RPV VCP 0023/1599-0024/1599 8 ELKRIDGE DR 171 RPV VCP 0341/1545-0350/1545 8 WHITLEY COLLINS DR 240 RPV VCP 0485/1545-0486/1545 8 CRESTRIDGE RD 326 RPV VCP 0717/1545-0718/1545 8 BINTON LN 170 RPV VCP 0718/1545-0719/1545 8 JOLEE LN 115 RPV VCP 0769/1545-0770/1545 8 SEAMONT DR 291 RPV VCP 0211/1490-0212/1490 8 GOLDEN MEADOW DR 147 RPV VCP 0563/1545-0564/1545 8 ABBOTTSWOOD DR 180 RPV VCP 0135/1544-0362/1544 8 FLAMBEAU DR 275 RPV VCP 0364/1544-0365/1544 10 FLAMBEAU DR 87 RPV VCP 0811/1545-0812/1545 8 184 RPV VCP 0047/1544-0048/1544 8 MONERO DR 197 RPV VCP 0816/1545-0817/1545 8 HAWTHORNE BV 274 RPV VCP 0562/1545-0563/1545 8 ABBOTTSWOOD DR 125 RPV VCP D58 211 RPV tota106302014 0575/1545-0576/1545 8 RIDGETHORN CT 198 RPV LVCP 0070/1544-1012/1544 8 72 RPV VCP 0128/1544-0801/1545 8 HILLTOP CIR 108 RPV VCP 0650/1545-0651/1545 8 HAZELRIDGE DR 221 RPV VCP 0778/1545-0779/1545 8 RIDGECOVE CT 168 RPV VCP 0801/1545-0802/1545 8 HILLTOP CIR 205 RPV VCP 0665/1491-0666/1491 8 PURPLERIDGE DR 256 RPV VCP 0154/1545-0155/1545 8 MADELINE COVE DR 219 RPV VCP 0645/1545-0646/1545 8 PLAINFIELD DR 292 RPV VCP 0771/1545-0772/1545 8 SEAMONT DR 302 RPV LVCP 0543/1491-0544/1491 8 131 RPV VCP 0079/1544-0080/1544 8 GRANVIA ALTAMIRA 350 RPV VCP 0099/1544-0100/1544 8 92 RPV VCP 0571/1545-0572/1545 8 LOMO DR 233 RPV VCP 0642/1545-0643/1545 8 PLAINFIELD DR 297 RPV VCP 0671/1545-0672/1545 8 ALTO CR 135 RPV VCP 0553/1491-0554/1491 8 AVENIDA DEL CALMA 139 RPV VCP 0542/1491-0556/1491 8 172 RPV VCP 0511/1491-0512/1491 8 VIA BORICA 165 RPV VCP 0571/1491-0572/1491 8 BERRY HILL DR 154 RPV VCP 0617/1545-0618/1545 8 ROTHROCK DR 189 RPV VCP 0683/1545-0684/1545 8 PARKLYNN DR 191 RPV VCP 0779/1545-0780/1545 8 RIDGECOVE CT 114 RPV VCP 0481/1491-0482/1491 8 VIA VICTORIA 168 RPV VCP 0042/1492-0043/1492 8 117 RPV VCP 0063/1492-0064/1492 8 RUE LANGLOIS 286 RPV VCP 0046/1492-0047/1492 8 CALLE DE SUENOS 189 RPV VCP 0578/1491-TRNK/1491 8 194 RPV VCP 0531/1491-0532/1491 8 CAMINO PORVENIR 331 RPV VCP 0509/1491-0510/1491 8 VIA BORICA 235 RPV VCP 0498/1545-0499/1545 8 INDIAN PEAK RD 321 RPV VCP 0495/1545-0496/1545 8 INDIAN PEAK RD 304 RPV VCP 0496/1545-0497/1545 8 INDIAN PEAK RD 362 RPV VCP 0133/1546-0135/1546 8 165 RPV VCP 0973/1545-0974/1545 8 MATISSE DR 316 RPV VCP 0046/1546-0051/1546 8 MATISSE DR 341 RPV VCP 0469/1545-0470/1545 8 130 RPV VCP 0455/1545-0456/1545 8 53 RPV VCP 0031/1546-0063/1545 8 199 RPV VCP 0451/1545-0455/1545 8 276 RPV VCP 0097/1599-0434/1545 8 OCEANAIRE DR 255 RPV VCP 0998/1545-0997/1545 8 284 RPV VCP 0275/1546-0998/1545 8 174 RPV VCP 0314/1545-0315/1545 8 SUNMIST DR 195 RPV VCP 1058/1545-1059/1545 8 VIA PORTO GRANDE 250 RPV VCP 1061/1545-1062/1545 8 VIA PERGOLA 268 RPV VCP 0015/1655-0071/1655 8 212 RPV VCP 0076/1655-0077/1655 8 104 RPV VCP 0200/1600-0578/1654 8 33 RPV VCP 0079/1601-0080/1601 8 136 RPV VCP 0061/1601-0062/1601 8 EAGLE HAVEN DR 126 RPV VCP 0017/1600-0018/1600 8 DAUNTLESS DR 350 RPV VCP D59 212 RPV_tota106302014 0270/1544-0271/1544 8 BASSWOOD AV 206 RPV VCP 0316/1544-0317/1544 8 86 RPV VCP 0114/1599-0162/1599 8 229 RPV VCP 0202/1546-TRNK/1546 8 33 RPV VCP 0002/1492-0004/1492 8 VALLON DR 132 RPV VCP 0100/1601-0101/1601 8 PHANTOM DR 315 RPV VCP 0125/1546-0143/1546 8 VALLON DR 150 RPV VCP 0057/1601-0058/1601 8 SEACLAIRE DR 266 RPV VCP 0189/1653-0190/1653 8 AVENIDA DELMESA 202 RPV VCP 0208/1653-0209/1653 8 ELDENA DR 209 RPV VCP 0504/1544-0505/1544 8 WHITE HORN DR 154 RPV VCP 0138/1653-0142/1653 8 AVENIDA ESTUDIANTE 293 RPV VCP 0071/1546-0072/1546 8 LAUTREC PL 212 RPV VCP 0026/1600-0027/1600 8 EXULTANT DR 335 RPV VCP 0085/1601-0087/1601 8 HEROIC DR 203 RPV VCP 0168/1546-0169/1546 15 162 RPV VCP 0260/1546-0261/1546 8 ALTA VISTA DR 106 RPV VCP 0106/1546-0107/1546 15 MARNE DR 157 RPV VCP 0301/1546-0302/1546 8 ALBERO CT 212 RPV VCP 0210/1653-0211/1653 8 GAUCHO DR 208 RPV VCP 0192/1544-0193/1544 8 IRONWOOD ST 350 RPV VCP 0013/1492-0014/1492 8 HAWTHORNE BV 350 RPV VCP 0333/1544-0334/1544 8 46 RPV VCP 0120/1546-0121/1546 8 49 RPV VCP 0180/1544-0181/1544 8 GRAYSLAKE RD 126 RPV VCP 0275/1544-0276/1544 10 BAYRIDGE RD 241 RPV VCP 0294/1544-0308/1544 8 BIRCHFIELD AV 142 RPV VCP 0445/1544-0446/1544 8 SHOREVIEW DR 91 RPV VCP 0317/1544-0318/1544 8 225 RPV VCP 0108/1492-0109/1492 8 VIA LA CRESTA 195 RPV VCP 0129/1653-0130/1653 8 DELASONDE DR 299 RPV VCP 0077/1600-0138/1600 8 GANADO DR 84 RPV VCP 0096/1546-0097/1546 15 HAWTHORNE BV 350 RPV VCP 0470/1544-0471/1544 8 SHOREWOOD RD 256 RPV VCP 0104/1601-0197/1601 8 VIGILANCE DR 144 RPV VCP 0461/1544-0462/1544 8 INDIAN PEAK RD 110 RPV VCP 0268/1544-0269/1544 8 YELLOWBRICK RD 285 RPV VCP 0484/1544-0485/1544 8 WHITE HORN DR 64 RPV VCP 0025/1653-0026/1653 8 TOSCANINI DR 285 RPV VCP 0087/1600-0088/1600 8 GANADO DR 300 RPV VCP 0148/1653-0151/1653 8 MONTEREINA DR 316 RPV VCP 0166/1546-0167/1546 8 145 RPV VCP 0109/1599-0110/1599 8 350 RPV VCP 0063/1600-0064/1600 8 CASILINA DR 202 RPV VCP 0102/1653-0103/1653 8 SANTA RENA DR 132 RPV VCP 0197/1653-0198/1653 10 REDONDELA DR 305 RPV VCP 0182/1601-0183/1601 8 190 RPV VCP 0126/1601-0128/1601 8 AQUA VISTA DR 89 RPV VCP 0177/1546-0087/1492 8 275 RPV VCP 0292/1544-0293/1544 8 BIRCHFIELD AV 139 RPV VCP 0011/1492-0012/1492 8 HAWTHORNE BV 349 RPV VCP 0118/1601-0119/1601 8 SEACLIFF DR 210 RPV VCP Do 213 RPV_tota106302014 0420/1544-0421/1544 8 FOND DU LAC RD 185 RPV VCP 0123/1653-0366/1653 8 GALERITA DR 325 RPV VCP 0074/1601-0075/1601 8 SEAGLEN DR 296 RPV VCP 0515/1544-0516/1544 8 NOKOMIS RD 185 RPV VCP 0114/1600-0115/1600 8 COOLHEIGHTS DR 275 RPV VCP 0097/1546-0098/1546 15 HAWTHORNE BV 350 RPV VCP 0312/1544-0313/1544 8 18 RPV VCP 0423/1544-0424/1544 8 MANITOWAC DR 254 RPV VCP 0088/1601-0089/1601 8 SEARAVEN DR 195 RPV VCP 0161/1601-0030/1600 8 SCHOONER DR 298 RPV VCP 0149/1601-0150/1601 8 PALOS VERDES DR S 350 RPV VCP 0063/1601-0064/1601 8 HIGHIDE DR 334 RPV VCP 0223/1546-0225/1546 8 SEACOVE DR 71 RPV VCP 0180/1653-0181/1653 10 REDONDELA DR 112 RPV VCP 0149/1546-0150/1546 8 VIA LA CRESTA 230 RPV VCP 0139/1600-0140/1600 8 37 RPV ABSCP 0075/1600-0076/1600 8 GREVE DR 131 RPV VCP 0150/1601-0151/1601 8 PALOS VERDES DR S 203 RPV VCP 0161/1601-0162/1601 8 EXULTANT DR 359 RPV VCP 0066/1601-0067/1601 8 HIGHIDE DR 280 RPV VCP 0121/1546-0123/1546 8 323 RPV VCP 0606/1544-0607/1544 8 330 RPV VCP 0081/1601-0082/1601 8 GULFCREST DR 45 RPV VCP 0106/1601-0107/1601 8 VIGILANCE DR 259 RPV VCP 0167/1601-0168/1601 8 MARITIME RD 223 RPV VCP 0052/1601-0053/1601 8 COOLHEIGHTS DR 229 RPV VCP 0223/1546-0226/1546 8 SEACOVE DR 225 RPV VCP 0136/1601-0137/1601 8 CONQUEROR DR 185 RPV VCP 0102/1601-0103/1601 8 113 RPV VCP 0053/1492-0054/1492 8 RUE VALOIS 127 RPV VCP 0141/1601-0142/1601 8 STALWART DR 106 RPV VCP 0247/1653-0248/1653 8 256 RPV VCP 0152/1601-0153/1601 8 PALOS VERDES DR S 350 RPV VCP 0194/1546-0198/1546 8 197 RPV VCP 0075/1600-0078/1600 8 ABRAZO DR 334 RPV VCP 0179/1546-0180/1546 15 PALOS VERDES DR S 160 RPV VCP 0123/1601-0124/1601 8 PALOS VERDES DR S 65 RPV VCP 0111/1600-0112/1600 8 GANADO DR 205 RPV VCP 0060/1601-0063/1601 8 FLOWERIDGE DR 265 RPV VCP 0090/1492-0091/1492 8 CALLE DE SUENOS 229 RPV VCP 0127/1601-0128/1601 8 AQUA VISTA DR 282 RPV VCP 0061/1546-0062/1546 8 125 RPV VCP 0347/1544-0348/1544 10 170 RPV VCP 0049/1601-0113/1600 8 HAWKSMOOR DR 363 RPV VCP 0101/1600-0102/1600 8 COOLHEIGHTS DR 304 RPV VCP 0117/1492-0118/1492 8 CALLE VIENTO 202 RPV VCP 0021/1600-0022/1600 8 SCHOONER DR 298 RPV VCP 0335/1544-0336/1544 8 MONTEMALAGA DR 188 RPV VCP 0157/1653-0158/1653 12 PONTEVEDRA DR 205 RPV VCP 0158/1601-0159/1601 8 ADMIRABLE DR 358 RPV VCP 0021/1653-0022/1653 8 MT RAINIER RD 154 RPV VCP 0008/1492-0009/1492 8 HAWTHORNE BV 350 RPV VCP D61 214 RPV tota106302014 0012/1601-0013/1601 15 PASEO DEL MAR 355 RPV VCP 0206/1601-EAST/1601 10 95 RPV VCP 0010/1601-0011/1601 10 LA ROTONDA DR 291 RPV VCP 0015/1601-0016/1601 12 270 RPV VCP 0284/1544-TRNK/1544 10 120 RPV VCP 0459/1545-0482/1545 8 CRENSHAW BV 239 RPV VCP 0682/1491-0683/1491 12 GOLDEN MEADOW DR 438 RPV VCP 0172/1600-0175/1600 8 AVENIDA DE NOGAL 168 RPV ABSCP 0138/1544-0961/1544 8 GRAYSLAKE RD 300 RPV VCP 0094/1654-0095/1654 8 82 RPV VCP 0089/1654-0090/1654 8 LORRAINE RD 280 RPV VCP 0540/1545-NORTH/1545 8 SILVER SPUR RD 50 RPV VCP 0946/1545-0947/1545 8 WARRIOR DR 243 RPV VCP 0159/1600-0160/1600 8 PASEO DE CASTANA 207 RPV ABSCP 0035/1655-0351/1654 8 VISTA MESA DR 310 RPV VCP 0194/1546-0195/1546 8 ARROWROOT LN 217 RPV VCP 0077/1546-0085/1546 8 137 RPV VCP 0311/1546-0312/1546 8 NUVOLA CT 280 RPV VCP 0181/1654-0182/1654 8 120 RPV VCP 0074/1492-0081/1492 8 RIVERA 125 RPV VCP 0023/1492-0024/1492 8 VIA RIVERA 316 RPV VCP 0091/1492-0092/1492 8 251 RPV VCP 0199/1546-0334/1546 8 VIA BARON 149 RPV VCP 0237/1546-0238/1546 8 BEACHVIEW DR 329 RPV VCP 0084/1544-0085/1544 8 RIO LINDA DR 182 RPV VCP 0045/1544-0046/1544 8 MONERO DR 262 RPV VCP 0067/1544-0068/1544 8 SANTONA DR 160 RPV VCP 0176/1544-0177/1544 8 FINECREST DR 266 RPV VCP 0205/1544-0206/1544 8 MENOMINEE PL 119 RPV VCP 0203/1544-0204/1544 8 86 RPV VCP 0955/1544-0956/1544 8 WOODFERN DR 44 RPV VCP 0074/1545-0075/1545 8 SATTES DR 248 RPV VCP 0187/1544-0188/1544 8 MONTEMALAGA DR 32 RPV VCP 0130/1492-0131/1492 8 CALLE ENTRADERO 334 RPV VCP 0129/1492-0130/1492 8 CALLE ENTRADERO 274 RPV VCP 0135/1492-0136/1492 8 CALLS ENTRADERO 253 RPV VCP 0123/1492-0125/1492 8 24 RPV VCP 0107/1546-0108/1546 8 195 RPV VCP 0163/1546-0164/1546 8 MARNE DR 240 RPV VCP 0320/1546-0321/1546 8 18 RPV VCP 0319/1546-0320/1546 8 122 RPV VCP 0221/1546-TRNK/1546 8 42 RPV VCP 0299/1546-0300/1546 8 ALBERO CT 74 RPV VCP 0295/1546-0296/1546 8 122 RPV VCP 0027/1492-0028/1492 8 VIA RIVERA 385 RPV VCP 0152/1600-0153/1600 8 AVENIDA DE AZALEA 225 RPV ABSCP 0004/1655-0054/1655 8 SAN RAMON DR 136 RPV VCP 0090/1544-0091/1544 8 RIDGEPOINT CT 193 RPV VCP 0126/1654-0127/1654 8 ENROSE AV 303 RPV VCP 0276/1653-0277/1653 8 193 RPV VCP 0009/1598-0010/1598 8 155 RPV VCP 0118/1545-0119/1545 8 VERDE RIDGE RD 314 RPV VCP D62 215 RPV tota106302014 1033/1545-1034/1545 8 SEABREEZE AV 263 RPV VCP 0032/1655-0033/1655 8 TARAPACA RD 146 RPV VCP 0348/1545-0349/1545 8 WHITLEY COLLINS DR 286 RPV VCP 0157/1600-0174/1600 8 PASEO DE CASTANA 184 RPV ABSCP 0034/1601-0035/1601 8 PALOS VERDES DR 199 RPV VCP 0286/1654-0287/1654 8 VIA COLINITA 290 RPV VCP 0144/1545-0145/1545 8 HAWTHORNE BV 288 RPV VCP 0376/1544-0377/1544 8 WOODBROOK RD 173 RPV VCP 0785/1491-0786/1491 8 MARGUERITE DR 350 RPV VCP 0038/1653-0039/1653 8 OLDSTONE CT 194 RPV VCP 0043/1654-0044/1654 8 VIA CANADA 160 RPV VCP 0289/1544-0295/1544 8 ELMBANK RD 168 RPV LVCP 0480/1654-0481/1654 8 210 RPV VCP 0256/1490-0258/1490 8 TRAILRIDERS DR 183 RPV VCP 0065/1600-0066/1600 8 CASILINA DR 133 RPV VCP 0276/1654-0277/1654 8 PALOS VERDES DR E 131 RPV VCP 0195/1654-0196/1654 8 75 RPV VCP 0564/1545-0565/1545 8 LOMO DR 40 RPV VCP 0130/1654-0131/1654 8 160 RPV VCP 0008/1653-0009/1653 8 MT HOOD CT 274 RPV VCP 0231/1545-0451/1545 8 332 RPV VCP 0574/1545-0575/1545 8 RIDGEBYRNE CT 189 RPV VCP 0235/1545-0236/1545 8 CRESTRIDGE RD 285 RPV VCP 0577/1654-0160/1600 8 109 RPV ABSCP 0147/1654-0148/1654 8 VIA SIENA 121 RPV VCP 0012/1599-0013/1599 8 LONE VALLEY DR 311 RPV VCP 0060/1545-0061/1545 8 ISLAND VIEW DR 266 RPV VCP 0620/1491-0621/1491 8 AVENIDA TRANQUILA 330 RPV VCP 0640/1491-0641/1491 12 GOLDEN MEADOW DR 408 RPV VCP 0433/1545-0434/1545 8 OCEANAIRE DR 245 RPV VCP 0371/1544-0375/1544 8 RAVENSPUR DR 161 RPV VCP 0055/1546-0056/1546 8 318 RPV VCP 0043/1601-0044/1601 8 GANADO DR 252 RPV VCP 0005/1653-0006/1653 8 MT VANCOUVER CT 265 RPV VCP 0052/1600-0053/1600 8 39 RPV VCP 0126/1654-0131/1654 8 141 RPV VCP 0297/1654-0303/1654 8 VIA COLINITA 311 RPV VCP 0190/1545-0191/1545 8 CREST ROAD 197 RPV VCP 0597/1545-0598/1545 8 LONGHILL DR 364 RPV VCP 0692/1491-0682/1491 8 HEDGEWOOD DR 320 RPV VCP 0105/1654-0106/1654 8 54 RPV VCP 0088/1545-0089/1545 8 87 RPV VCP 0213/1545-0214/1545 15 CREST RD 84 RPV VCP 0040/1655-PUMP/1655 4 205 RPV CAS 0036/1654-0037/1654 8 VIA DE ANZAR 179 RPV VCP 0153/1544-0154/1544 8 HYTE RD 164 RPV VCP 0118/1654-0473/1654 8 FAIRHILL DR 207 RPV VCP 0251/1654-0253/1654 8 KNOLL VIEW DR 193 RPV VCP 0170/1654-0540/1654 8 CROWNVIEW DR 198 RPV VCP 0244/1654-0245/1654 8 77 RPV VCP 0141/1545-0142/1545 8 HAWTHORNE BV 38 RPV VCP 0398/1544-0467/1544 8 INDIAN PEAK RD 165 RPV VCP D63 216 RPV tota106302014 0236/1545-0237/1545 8 CRESTRIDGE RD 304 RPV VCP 0104/1544-0105/1544 8 ALVAREZ DR 125 RPV VCP 0010/1545-0011/1545 8 AVENIDA CLASSICA 174 RPV VCP 0192/1545-0968/1545 12 CREST ROAD 42 RPV VCP 0366/1545-0367/1545 8 MISTRIDGE DR 181 RPV VCP 0016/1544-0017/1544 8 BRAIDWOOD DR 230 RPV VCP 0227/1654-0228/1654 8 GRANDPOINT DR 317 RPV VCP 0480/1491-0481/1491 8 VIA VICTORIA 192 RPV VCP 0074/1653-0075/1653 8 322 RPV VCP 0049/1654-0054/1654 8 ATFORD DR 161 RPV VCP 0097/1545-0099/1545 8 FAIRCOVE DR 265 RPV VCP 0539/1545-0541/1545 8 SILVER SPUR RD 175 RPV VCP 0454/1654-0455/1654 8 NOBLES VIEW DR 356 RPV VCP 0043/1599-0044/1599 8 GOLDEN ARROW DR 185 RPV VCP 0081/1654-0082/1654 8 CADDINGTON DR 183 RPV VCP 0336/1654-0337/1654 8 MIRALESTE DR 360 RPV VCP 0531/1654-0532/1654 8 CREST RD 325 RPV ABSCP 0598/1545-0599/1545 8 SILVERARROW DR 110 RPV VCP 0932/1545-0934/1545 8 FLAMING ARROW DR 244 RPV VCP 0275/1544-0297/1544 10 BASSWOOD AV 259 RPV VCP 0518/1544-0522/1544 8 DEEPBROOK DR 279 RPV LV" --,P 0732/1545-0735/1545 8 COVERCREST DR 243 RPV VCP 0337/1654-0338/1654 8 97TH ST 207 RPV VCP 0143/1545-0144/1545 8 HAWTHORNE BV 41 RPV VCP 0255/1654-0256/1654 8 KNOLL VIEW DR 281 RPV VCP 0033/1654-0034/1654 8 EL TESORO PL 263 RPV VCP 0042/1654-0043/1654 8 VIA DE ANZAR 157 RPV VCP 0129/1544-0130/1544 8 HILLTOP CIR 113 RPV VCP 0066/1654-0068/1654 8 195 RPV VCP 0131/1545-0132/1545 8 RODEO DR 342 RPV VCP 0468/1491-0469/1491 8 VIA LORADO 252 RPV VCP 0663/1491-0675/1491 15 GOLDEN MEADOW DR 265 RPV VCP 0588/1491-0589/1491 8 CREST RD 172 RPV VCP 0569/1654-0570/1654 8 DELADIER DR 211 RPV VCP 0122/1654-0123/1654 8 ENROSE AV 190 RPV VCP 0019/1654-0020/1654 8 PALOS VERDES DR 97 RPV VCP 0001/1600-0115/1599 8 AMBER SKY DR 316 RPV VCP 0065/1654-0066/1654 8 VIA CANADA 195 RPV VCP 0005/1655-0006/1655 8 191 RPV VCP 0086/1545-0087/1545 8 OCEAN CREST DR 171 RPV VCP 0275/1654-0277/1654 8 196 RPV VCP 0553/1654-0554/1654 8 DELADIER DR 207 RPV VCP 0037/1653-0038/1653 8 FRIARSTONE CT 67 RPV VCP 0027/1544-0028/1544 8 SAN NICOLAS DR 170 RPV VCP 0882/1545-0883/1545 8 OCEANCREST CT 91 RPV VCP 0057/1600-0058/1600 8 DELUNA DR 169 RPV VCP 0123/1544-0124/1544 8 148 RPV VCP 0172/1654-0173/1654 8 ALLEY 120 RPV VCP 0536/1544-0537/1544 8 SILVER ARROW DR 248 RPV VCP 0141/1492-0142/1492 8 CALLE ENTRADERO 194 RPV VCP 0576/1491-0577/1491 8 VIA COLLADO 151 RPV VCP 0948/1544-0949/1544 8 WOODFERN DR 78 RPV VCP D64 217 RPV_tota106302014 0210/1490-0259/1490 8 TRAILRIDERS DR 108 RPV VCP 0047/1654-0048/1654 8 240 RPV VCP 0979/1545-0980/1545 8 SANTA BARBARA DR 145 RPV ABSCP 0225/1654-0226/1654 8 GRANDPOINT DR 180 RPV VCP 0232/1490-0233/1490 8 MAYCROFT DR 183 RPV VCP 0683/1491-0684/1491 10 GOLDEN MEADOW DR 361 RPV LVCP 0570/1491-0571/1491 8 BERRY HILL DR 255 RPV VCP 0259/1654-0260/1654 8 KNOLL VIEW DR 187 RPV VCP 0029/1598-0030/1598 8 177 RPV VCP 0430/1654-0431/1654 8 HIGHMORE AV 183 RPV VCP 0058/1654-0061/1654 8 146 RPV VCP 0308/1654-0309/1654 8 BEAUVAIS RD 230 RPV VCP 0059/1654-0060/1654 8 123 RPV VCP 0207/1654-0208/1654 8 HIGHPOINT RD 169 RPV VCP 0139/1546-0140/1546 8 86 RPV VCP 0151/1654-0152/1654 8 VIA SIENA 234 RPV VCP 0377/1544-0378/1544 8 WOODBROOK RD 350 RPV VCP 0006/1654-0007/1654 8 SPARTA DR 99 RPV VCP 0367/1545-0457/1545 8 322 RPV VCP 0641/1545-0642/1545 8 PLAINFIELD DR 328 RPV VCP 0157/1600-0158/1600 8 PASEO DE CASTANA 171 RPV ABSCP 0090/1545-0091/1545 8 106 RPV VCP 0004/1601-0005/1601 15 350 RPV VCP 0571/1654-0572/1654 8 LA VISTA VERDE 200 RPV VCP 0218/1654-0219/1654 8 187 RPV VCP 0335/1545-0336/1545 8 SUNMIST DR 242 RPV VCP 0332/1654-0333/1654 8 RICH LN 306 RPV VCP 0015/1655-0016/1655 10 304 RPV VCP 0001/1545-0996/1545 8 163 RPV VCP 0130/1544-0131/1544 8 HILLTOP CIR 103 RPV VCP 0054/1654-0055/1654 8 249 RPV VCP 0547/1545-0550/1545 8 LONGHILL DR 276 RPV VCP 0467/1545-0470/1545 8 80 RPV VCP 0265/1654-0266/1654 8 74 RPV VCP 0340/1654-0341/1654 8 SUANA DR 280 RPV VCP 0936/1545-0938/1545 8 BROWNDEER LN 349 RPV VCP 0141/1600-0142/1600 8 CREST DR 314 RPV ABSCP 0983/1545-0984/1545 8 SANTA BARBARA DR 280 RPV ABSCP 0646/1491-0647/1491 8 164 RPV VCP 0202/1654-0203/1654 8 212 RPV VCP 0511/1654-0512/1654 8 DORADO DR 303 RPV VCP 0959/1545-0966/1545 8 LONGHILL DR 391 RPV VCP 0343/1654-0344/1654 8 CHANDELEUR DR 264 RPV VCP 0167/1600-0168/1600 8 AVENIDA DE MAGNOLIA 167 RPV ABSCP 0026/1546-0027/1546 8 RHONE DR 350 RPV VCP 0139/1654-0140/1654 8 MIRALESTE DR 247 RPV VCP 0092/1599-0093/1599 8 VALLEY VIEW RD 268 RPV VCP 0041/1599-0042/1599 8 BEECHGATE DR 221 RPV VCP 0621/1545-0622/1545 8 CEDARBLUFF DR 186 RPV VCP 0082/1653-0083/1653 8 125 RPV VCP 0060/1600-0061/1600 8 DELUNA DR 235 RPV VCP 0002/1600-0003/1600 8 169 RPV VCP D65 218 RPV tota106302014 0029/1546-0030/1546 8 RHONE DR 299 RPV VCP 0214/1654-0215/1654 8 255 RPV VCP 0557/1654-0566/1654 8 DELADIER DR 211 RPV VCP 0035/1544-0036/1544 8 MONERO DR 190 RPV VCP 0488/1491-0514/1491 8 148 RPV VCP 0210/1654-0211/1654 8 HIGHPOINT RD 204 RPV VCP 0051/1599-0160/1599 8 BEECHGATE DR 205 RPV VCP 0255/1653-0256/1653 8 PENINSULA VERDE DR 58 RPV VCP 0021/1655-0022/1655 15 25TH ST 336 RPV LVCP 0575/1654-0576/1654 8 AVENIDA DE AZALEA 100 RPV ABSCP 0238/1654-0239/1654 8 170 RPV VCP 0554/1654-0555/1654 8 DELADIER DR 177 RPV VCP 0486/1654-0487/1654 8 TRUDIE DR 193 RPV VCP 0083/1653-0084/1653 8 STOKOWSKI DR 147 RPV VCP 0550/1544-0551/1544 8 57 RPV VCP 0773/1545-0774/1545 8 RIDGEPOINT CT 185 RPV VCP 0015/1654-0016/1654 8 CORAL RIDGE RD 118 RPV VCP 0537/1544-0538/1544 8 SILVER ARROW DR 173 RPV VCP 0427/1654-0428/1654 8 CRESTWOOD ST 322 RPV VCP 0100/1654-0101/1654 8 NANCY RD 232 RPV VCP 0051/1544-0052/1544 8 ELLA RD 70 RPV `JCP 0006/1655-0007/1655 8 127 RPV VCP 0379/1545-0380/1545 8 NORTHBAY RD 232 RPV VCP 0956/1545-0539/1544 8 SILVER ARROW DR 200 RPV VCP 0548/1544-0549/1544 8 191 RPV VCP 0086/1653-0091/1653 8 MONTEREINA DR 274 RPV VCP 0319/1654-0320/1654 8 138 RPV VCP 0344/1654-0345/1654 8 CHANDELEUR DR 305 RPV VCP 0146/1545-0673/1545 8 DOVERRIDGE DR 81 RPV VCP 0240/1654-0241/1654 8 64 RPV VCP 0728/1545-0729/1545 8 COVERCREST DR 361 RPV VCP 0049/1492-0050/1492 8 56 RPV VCP 0066/1654-0067/1654 8 VIA CANADA 350 RPV VCP 0198/1601-0211/1601 8 LA ROTONDA DR 172 RPV VCP 0196/1601-0211/1601 8 ISTHMUS VIEW DR 260 RPV VCP 0227/1545-0228/1545 10 CREST RD 286 RPV VCP 0233/1545-PUMP/1545 6 CRENSHAW BV 1113 RPV AC 0221/1490-0222/1490 8 INDIAN ROCK DR 155 RPV VCP 0684/1491-0209/1490 10 GOLDEN MEADOW DR 326 RPV VCP 0014/1544-0244/1490 8 LOBROOK DR 189 RPV VCP 0527/1491-0528/1491 8 CALLE DEL PAJARITO 234 RPV VCP 0562/1491-0563/1491 8 25 RPV VCP 0035/1545-0036/1545 8 182 RPV VCP 0029/1545-0031/1545 8 CREST ROAD 299 RPV VCP 0022/1545-0023/1545 8 270 RPV VCP 0214/1490-0226/1490 8 LOFTY GROVE DR 132 RPV VCP 0022/1544-0023/1544 8 BRAIDWOOD DR 165 RPV VCP 0252/1490-0253/1490 8 AMBERGATE DR 170 RPV VCP 0237/1490-0247/1490 8 BROOKFORD DR 67 RPV VCP 0694/1491-0695/1491 8 HARTCREST DR 301 RPV VCP 0554/1545-0645/1491 8 ABBOTSWOOD DR 343 RPV VCP 0641/1491-0642/1491 8 ABBOTTSWOOD DR 207 RPV VCP D66 219 RPV tota106302014 0256/1490-0257/1490 8 CHERTY DR 65 RPV VCP 0470/1545-0471/1545 8 232 RPV VCP 0466/1545-0467/1545 8 55 RPV VCP 0707/1545-0709/1545 8 MEADOWMIST DR 304 RPV VCP 0734/1545-0735/1545 8 LOCHVALE DR 225 RPV VCP 0745/1545-0837/1545 8 LUNADA RIDGE RD 245 RPV VCP 0727/1545-0728/1545 8 COVERCREST DR 308 RPV VCP 1002/1545-1003/1545 8 KING ARTHUR CT 168 RPV VCP 0742/1545-0744/1545 8 QUAILHILL DR 309 RPV VCP 0033/1546-0034/1546 8 CARTIER DR 95 RPV VCP 0089/1546-0090/1546 15 HAWTHORNE BV 268 RPV VCP 0035/1599-0036/1599 8 LONGHILL DR 161 RPV VCP 0353/1545-0356/1545 8 OCEANRIDGE DR 286 RPV VCP 0251/1546-0252/1546 8 OCEAN TERRACE DR 311 RPV VCP 0008/1546-0327/1546 8 103 RPV VCP 0658/1491-0732/1491 8 GROVESPRING DR 350 RPV VCP 0558/1545-0559/1545 8 ABBOTTSWOOD DR 228 RPV VCP 0215/1545-0216/1545 10 CREST RD 188 RPV VCP 0311/1545-0313/1545 8 135 RPV VCP 0345/1545-0346/1545 8 QUAILWOOD DR 270 RPV VCP 0309/1545-0310/1545 8 WHITLEY COLLINS DR 417 RPV VCP 0486/1545-0487/1545 8 CRESTRIDGE RD 371 RPV VCP 0713/1545-0714/1545 8 ARMAGA SPRING RD 265 RPV VCP 0089/1599-0090/1599 8 156 RPV VCP 0558/1491-0559/1491 8 245 RPV VCP 0563/1491-0564/1491 8 308 RPV VCP 0660/1545-0661/1545 8 LEACREST DR 170 RPV VCP 0761/1545-0836/1545 8 SHIRE OAKS DR 209 RPV VCP 0763/1545-0764/1545 8 COVERIDGE DR 223 RPV VCP 0573/1545-0580/1545 8 193 RPV LVCP 0116/1544-0117/1544 8 HIGHRIDGE RD 91 RPV VCP 0719/1491-0720/1491 8 AVENIDA ALTISMA 157 RPV VCP 0129/1545-0130/1545 8 KINGS HARBOR DR 241 RPV VCP 0680/1545-0681/1545 8 DOVERRIDGE DR 188 RPV VCP 0055/1544-0056/1544 8 ACANA RD 146 RPV VCP 0814/1545-0374/1544 8 RAVENSPUR DR 417 RPV VCP 0600/1545-0670/1491 8 GERONIMO DR 246 RPV VCP 0698/1491-0699/1491 8 WILLOWTREE DR 338 RPV VCP 0653/1491-0666/1491 8 SPRUCEGROVE DR 236 RPV VCP 0114/1545-0630/1491 8 VERDE RIDGE RD 197 RPV VCP 0146/1492-0147/1492 8 VIA DEL CIELO 150 RPV VCP 0146/1545-0147/1545 8 HAWTHORNE BV 206 RPV VCP 0133/1545-0134/1545 8 RODEO DR 209 RPV VCP 0685/1545-0686/1545 8 PARKLYNN DR 191 RPV VCP 0003/1544-0024/1544 8 143 RPV VCP 0586/1491-0587/1491 8 CREST RD 344 RPV VCP 0550/1491-0551/1491 8 AVENIDA DEL CALMA 320 RPV VCP 0995/1545-0996/1545 8 76 RPV VCP 0656/1545-0657/1545 8 SAN NICOLAS DR 245 RPV VCP 0552/1491-0553/1491 8 AVENIDA DEL CALMA 108 RPV VCP 0515/1491-0516/1491 8 VIA BORICA 417 RPV VCP 0515/1491-0562/1491 8 154 RPV VCP D67 220 RPV_tota106302014 0513/1491-0514/1491 8 168 RPV VCP 0023/1545-0620/1491 8 183 RPV VCP 0783/1545-0784/1545 8 RIDGEBLUFF CT 240 RPV VCP 0601/1491-0603/1491 8 153 RPV VCP 0601/1545-0602/1545 8 BLYTHEWOOD DR 285 RPV VCP 0607/1545-0608/1545 8 CEDARBLUFF DR 147 RPV VCP 0084/1545-0881/1545 8 251 RPV VCP 0006/1544-0241/1490 8 229 RPV VCP 0489/1491-0492/1491 8 VIA RIVERA 221 RPV VCP 0780/1545-0781/1545 8 RIDGECOVE CT 187 RPV VCP 0253/1490-0794/1491 8 AMBERGATE DR 251 RPV VCP 0095/1544-0097/1544 8 RIDGEFOREST CT 290 RPV VCP 0655/1491-0656/1491 8 SPRUCEGROVE DR 86 RPV VCP 0071/1492-0072/1492 8 RUE DE LA PIERRE 227 RPV VCP 0062/1492-0063/1492 8 RUE LANGLOIS 261 RPV VCP 0095/1492-0096/1492 8 AVENIDA DE CALMA 166 RPV VCP 0021/1492-0095/1492 8 CALLE DE SUENOS 150 RPV VCP 0226/1490-0227/1490 8 LOFTY GROVE DR 214 RPV VCP 0466/1491-0467/1491 8 VIA LORADO 70 RPV VCP 0065/1492-0066/1492 8 RUE LA FLEUR 156 RPV VCP 0533/1491-0534/1491 8 CAMI�JO PORVENIR 196 RPV VCP 0462/1491-0463/1491 8 110 RPV VCP 0461/1545-0462/1545 8 174 RPV VCP 0092/1599-0440/1545 8 VALLEY VIEW RD 307 RPV VCP 0369/1544-0370/1544 8 RAVENSPUR DR 43 RPV VCP 0464/1545-0465/1545 8 CRESTRIDGE RD 158 RPV VCP 0468/1545-0469/1545 8 132 RPV VCP 0439/1545-0440/1545 8 VALLEY VIEW RD 346 RPV VCP 0131/1546-0132/1546 8 136 RPV VCP 0141/1546-0142/1546 8 141 RPV VCP 0430/1545-0431/1545 8 CRESTWIND DR 262 RPV VCP 1034/1545-1035/1545 8 SEABREEZE AV 282 RPV VCP 0012/1546-0014/1546 8 CHARTRES DR 131 RPV VCP 0019/1546-0020/1546 8 239 RPV VCP 0046/1546-0047/1546 8 CHARTRES DR 170 RPV VCP 0055/1546-0066/1545 8 283 RPV VCP PUMP/1545-0279/1546 8 217 RPV VCP 1037/1545-1038/1545 8 SAIL VIEW AV 297 RPV VCP 0332/1546-0333/1546 8 SAIL VIEW AV 307 RPV VCP 0330/1546-0331/1546 8 129 RPV VCP 0278/1545-0279/1545 8 OCEAN TERRACE DR 380 RPV VCP 0297/1545-0299/1545 8 OCEANPORT RD 134 RPV VCP 1056/1545-1057/1545 8 VIA PORTO GRANDE 250 RPV VCP 1065/1545-1066/1545 8 VIA COSTA VERDE 300 RPV VCP 0207/1653-0365/1653 8 REDONDELA DR 162 RPV VCP D68 221 oUSEDR .(S ••••• TO IN ROB in F rc :.�`. 4 �f 16tlS3WN 1S VS3NS AV 3D0 4 m y RD+2a O °Se„J e. ••t AV°1319VdS 1 y p � r ,� � V'�%-p�ug h f w '^• 'Yyy, 1; ntl °NVaON 0 x"3 x y ; f F nV ONVa9 tl3R00 +RO 3 ST UP RR v� y1 y O yls '1�, aGAFFEV. tt j .. 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E2 225 F, 227 AC,kEEt�Etli--3iiDbISTP,2AL t:Aa'iE 1 TiIXS AGRE—M- iT, mcle and cntercd into this 7th day of 2 f Saptember • , 19 73 , by anr7 between the CCUs T2 OF 3 ► LOS ANG:• BS. hwreinazter sometimes referred to. as "County," vnd 1. the CITW OF RANCHO PALOS VERDES , hereinafter sometimes Xe:ferrcd _5 to as "City".; 6( W Y T -N E 5 S E T H_: YCity 7 ( THAT MHEPXAS,^the has heretofore, on September 7,1973 i 8 adopted Los 7�ngsles County ordinance No. 6130, ars ordinance. 9 ' erstit-16d ".Sanitary Sowers and Industrial haste",•' 10 and .. 11 9 WHEMhS, the City is desirous of contracting with the County 12 1 4 for the enforce::crt of such ordinance provisions and the 33 perfozma;.ce of'se> vices with respect to industrial waste as -in 14 said ordinance set forth; and 35 WHEREAS, the Coursty of Los Angeles is agreeable to rendering 16 such services on the tern and conditions hereinafter set forth; 17 and ;4HEREM, such contract is authorit zed and provided aor by tho 19 I provisions of .Section 56 1/2 of the Charter, of the County of LDs 20 Angeles and P_rticle 1, Chanter 1, Part 2, Division l,•Rxtle 5, of 21 the Governn.ent Code; NOW, F3EREEO ,L', i'1' IS Tru3t „D AS F'OT LTIS: 23 1. The County agrees, through the Engineer of thcJ Cb:: sty 24 Los Angeles, to provide enForc—stent of the iLkllustrial waste 25 provisions of the above --referral to City ordinance and the 26 � nacessary si rvices inci4ent thereto, 27 i Such services shrill only ancon ass duties and thinch ons c.i. i� r'. 4•.L. 4�J , t:l1J•..:LL3 2J rcndcred by, tiro Gou.nty i::s;;issc.,.r' c!i the s:au:sty of _Los Anaei :: 3� ursdrsr, t?sL Cir:r.; ar q,4. s. i40 County, the :a; ot—LILo o"_ the; Sorts, ijlv�. 31 i!:e v..,s'aot;:> is:,v;st•{ vre,iriont Tire• levoj. of o -J -erica+. 01,111. 110 that : ct::lc; F, 227 6W.Cda 1.61 t F2 228 1 level of -service that naw' is and shall he herealtcs during'the ter::. ^.2 of this` a9zeer.dnt nrovi4!v{1 fox unincorporated areas of the Cdnrt% 3 ' of Los Angeles by said' Engin^acr. ' The rendition of such services, the •staneards of a 'performance, and other matters incidental to -the performance of 6 such services, including the controlling of personnel so employee, 7 shall remain in the county. I;: the event of cuspate bet,•:een the + 8 parties as to the extent of t o duties and functions to be ' 9 rendered -.hereunder or tote level or manner of perfor canca of such 10 se_ ;Tice, the determirz tion t:exeof made by -the, Engineer of the 11 County shall be final aPd conclusive as between the parties. 12 The services shall include the enforce .ent of any 13 anulicable 'St ate stz4ulas and all provisions of :.he above -referred 14 to City ordiran-a as t? a same r_ow exists or may be hereafter is ar eaosd, 46 The services shall include the inspection of open 17 sanitary, fills only in the event that the City, by action of its 18 Council, requests SuO serv3.ces. 19 2. To facilitate ::':e 'performance of said functions, i4 is 20 ` agreed that the'County shall have 'cull cooperation and assistance 21 from the City, its officers, agents, and employees. 22'- l 3. For the purpose of performing said fun.cti6ns, CiOU11t 2.3 1 shall furnish and stuppl} all necessary labor, supervision, 24 � equipment, and supplies necess�--.ry'to maintain* the.level of service 25 i to be rendered herer-q.er. .6 i Notuithsta-di" an 1 t^inn hereinbefore. contain-nd, it is 27 - agreed that in all ins-lo.:aes wher;:i.n special supplies-, stationery, 23 �, ......:. ,, �::.., :.... . : __.. ai �, .aI i7i a. ir• th—z nr.r:a 0- s ai e 29 ('jtv, t:+c s2.t5- SU&II :.'^ Su�.� :{,d ti:y inti:. City at fts D::I1 co", tic .�� ax vzIS3. ' •. 31 � :. hll pc.•s�::s e:-;?a1c_ii it>�,;t:e n:•ranx�:alr.4ti: of :,t:ci1 ;;c::�•ir.:. 32 and functioni for sr—,d Cit;; si:pill }.)^. County employnce, and? no Clt ir t F2 228 IT_'C:a 9. fir 2 3 I b 6 7 8 8 101 11 12 13 14 1s '1S 17 18 19 20 31 22 23 24 .2a 26 27 2� 2D 30 :t 32 employee as such .she'll be to.lk ;i ovex.by said County:, and no person employed hereunder: :.:hall have EMM City rOnsl,oJh, CIVil service, Or any status.or right. -For the purpose of performing such sr,-rvic6s and .function. and for the purpose of giving official status•to the performance thereof where necessary, every Courity officer and eriployee engaged in the performance of ani service hereunder shall be deemed to be an officer on em►ployee.of said City while performing services for said City, which services are within the scope of this agreement and are purely municipal. functions. S. City shall not'be called upon to assuma any liability . for the direct payment of any salaries, wages, or,other compensation to any County personnel performing services hereunder for said County or any liability -.other than that provided for in this agreement._ - Except as herein otherwise specified, the. City shall not be liable for conpensation or indemnity to any County employee for I ' injury or sickness arising out of his employment. 6. County, its officers and employees,•shall not die deemed I to assume any liability for intentional or negligent acts• of said City or of -any officer o'= employ*ee thereoyr And.said City shall hold said County and its officers and employees harmless from, and i shall defend said County and its officers and employees against, t �• all claims for damages resulting therefrom. t• 7. This contract is entered into with the understanding that the -City %..ill maintain in full force and effect, including i ' the account of fee" provided, an ordinance substantially i4e•ntical I .lii:fi til:? provis-l,,...+ ul. l i.l ::.:..i�,":lv: i1 :'lG.. .i Ci• 6130. This C:C.•a::I�i:C:°, " may be terminated by Osv C•l;.lnty without necessity 'of notice if I City egos; not C:13 Ct„ r?(^t�Ttt.:; llt i to F,+aid or.dinancr 3•n Accore aniI .,! x— th amandrlunts to Cou;.L nrc?:.r; lnc^ i+v. 6130 within Orin hu!) -"red: t::Lnty cicty!; rtf.tetr J:oquit'St tt7 eo £G by County. Th,4, County �':lCj.;' (•J: F3 229 3T-Cdb i•t4 :1 2 3 4 5 8 • 7 s S 11 12 13 14 15 21 �a 23 24 25 2G 27 2i acting on behalf of the County, Inty uze 'discretion and reed not request City to aaopt anend,;r.c:its which do no; apply to the City or its prable-ms. a. County agrees to collect fees called for,in the City's ordinance and to account therafor to the City quarterly. County agrees to'pay City, within sixty 6ys. fellotsirg each calendar. gt:ar4er, all of t .n excess over expenditures for. services, and Cite agrees to pay cov-,ity, wl thin saiO sixty days, any deficit between expenditures for services ant] total fees co3lected, expenditures for seivices, :or the purpose of this agreement, shall be the entire cost to the County of performLing each such function, including salaries of em,-)loy'ees engaged in perfo=Ang i the service; as well as vacation, sick leave, retirement, wor.mon's compensation insurance prermums, supervision over such employees while so employed, :raveling expenses and supplies, plats a prorate of inaireot expenses. If the cost for providing the service is changed, the City shall be notified of such c_^_a. ge in writing. 9.. it is further agreed that the City shall not be charged for periodic inspections of -f acilit es for pretreatment of industrial :.caste prior to discharge into sanitary sewers in tile. esu.ent that the cost of suer sle-, ices has been 4efrayed by f'uads of a sewer naintenal ae district. 10. • The Co=ty ag~e4s to :seer,• such b.ao:•cs and records and in such form and,runner as the Cornty Ruditor of the County of Nos Angeles siall specify. Said books shall he open for exa-Zi nasion by said City -at all rcasonab? e• ti -OS. c:. 1`Cti a Q. .1973 , and shall t:caz',:irue a_n fuli f -rce a --d orf;:t:t until .gun_ 30, 19 74 This agrcx.m::t shall 170 rcmvwed from year tom - 18=2: tor on- yaLr.pzriod1 thereafter unlez.r: Othcr P : r. tS Pmrt:to (Ava r, urri.tten n. tim f •.r, o: o xn..t'nt to i:arr.:irttr. not F4 230 4 5 6' 7 8 14 15 16 17 18 19 20 than tttio months prior to the 6nnual renewal slate, in which event the • c6ntraet shall not .be .reneweel for the succeeding year but shall terminate at the end of the then current annual, period. IN WITiNESa 1111.1 REOP, T11V City of RMCRO PALOS V,ERDES t by Resolution duly adopted by its City Council, caused this agroament to be signed by its blayor and attested by its Clerk, and the Cownt, , of Los Angeles, by order of its Hoard of Supervisors, has caused these presents to be subscribed by the Chairman of said Boa, --d and the seal o: said Board to be affixes! 'thereto and attested by the Clark of said Board, all on the day and year first move written. P.T TEST : - CITY OFS vAT. . RBiiclif2 �o_� .nnFg By y it C?erk Kayor� COUNTY OF LOS n -TG -_TEs By Chairman, Board -of Sur er<< ser: The undersigned Deputy Clerk of the Board of Supervisors certifies that pursuant to Section 25103 of the Government Code delivery of this document ` has been made. BSD 62 29 . 30 I 31 33 9-73 &OVID Or' 127. SEP 41973 JAMES S. MIZE Executive Officer -Clerk of the Board of Supervisors By epu r5 231 ?.t UUUIV l F Y Ul- U5 ANGELES, STATE OF CALIFORNIA James S. Ar' _, Executive Otficer- all Clerk of tb� 6oard of Supervisors "`+ "'G lf '383 Hall of Administration Los Angeles,'Caiifornia 50012 • crllF0iiN1A _ ... Auditor -Controller At its meeting held September 4, 1973, the Board took' the following action: 127 -On motion of Supervisor Schabarum for Supervisor Hayes, soconded�by Supervisor Debs, unanimously carried, al -1 general services contracts and resolutions submitted by the City of Rarclio Palos Verdes, 'providing for continuance of County services, were approved and the ChiiTman was instructed to sign.. Copies distributed; Each Supervisor Chief Administrative 01M cer County Counsel ..City of Rancho Palos Verdes F6 232 RESOLUTION NO. A RESOLI3'PxJI-1 OF T1M 017ZCOU;?CIL OF TIM CITY Olt �....; . RAti('.fiC1 PATHOS VEFDES TO PROVIDE. RNPORCEMENT 02 ��"�iiii�G Pi1O1rISIONS OF.CITY Q.tDIM"I'M , : -. t: I : ; JjXECUTTOtd OP A CONTRA= WIT1I `,ilii. C0UNIT V or, LOS ANaMES WITH RESPECT TIF— M O 'i1r CITY C4LtICIL OP TNM" CITY OF RANCHO PATHOS VERUES z]Di,S . RESOLVE AS FOLLOWS: SROT101 The Mayor of the City -of Rancho Palos Vardes i.a 13ereby authorized to execatte a contracti"` ;1i;5 tr, Covx�ly of • Los Angeles providing, ;dor Enforcement of inditstri.al waste pro- visions of City Ordinance, a true and correct copy of which said contract is affixed hereto and made a part hereof, refer. •ence to whi.eh is hereby made.. -ADOPTED AND APPROVED tills 7th day -of September ATTEST. .., 'y Ole tic X HEREBY CERTIFY that the foregdfrrg is a true and -correct copy of a'resolutlon paused and a4.opted by the City'Ceuncil of the City Of RANCHO PALOS VERDES at a regular raecting thereof held on t3�;�th day o ' September $.19 73 9 -?3 F7 233 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELD WORK COMPLETED: JANUARY 1 TO DECEMBER 31, 2008 CITY OF RANCHO PALOS VERDES Total Pipe Length (feet) as of December 31, 2008: 742,204 Total Manholes as of December 31, 2008: 3,459 PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro Cleaned (feet): 72,702 o Periodic Cleaning (feet): 16,801 • Mechanically Rodded (feet): 87,863 o Periodic Cleaning (feet): 63,111 Manholes • Inspected: 6,918 • Adjusted: 16 SERVICE REQUESTS Responded to: • Stoppages:3 • Overflows: 18 • Floodouts:1 • Roach Complaints: 0 • Misc.: 2 • Other: 11 • False Alarms: 6 • Service Requests Responded to: 41 TELEVISING Feet Televised: 6,574 ROOT CONTROL Sewer Pipe Treated for Roots (feet): 26,188 CONSTRUCTION Saddle Installation(s): 0 PUMP STATIONS Total Number of Pump Stations: 7 Total Routine Maintenance/Repair: N/A Total Major Repairs: N/A Total Emergency Response: N/A ANNEXATIONS Parcels Annexed to the CSMD: 0 G, 235 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELD WORK COMPLETED: JANUARY 1 TO DECEMBER 31, 2011 CITY OF RANCHO PALOS VERDES Total Pipe Length (feet) as of December 31, 2011: 745,911 Total Manholes as of December 31, 2011: 3,474 PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro Cleaned (feet): 209,306 o Periodic Cleaning (feet): 50,200 • Mechanically Rodded (feet): 240,499 o Periodic Cleaning (feet): 166,130 Manholes • Inspected: 6,948 • Adjusted: 60 SERVICE REQUESTS Responded to: • Stoppages:2 • Overflows:8 • Floodouts:0 • Roach Complaints: 0 • Misc.: 5 • Other:4 • False Alarms: 17 • Service Requests Responded to: 36 TELEVISING Feet Televised: 10,818 ROOT CONTROL Sewer Pipe Treated for Roots (feet): 9,400 CONSTRUCTION Saddle Installation(s): 0 PUMP STATIONS Total Number of Pump Stations: 7 Total Routine Maintenance/Repair: 769 Total Major Repairs: 34 Total Emergency Response: 17 ANNEXATIONS Parcel(s) Annexed to the CSMD: 1 G2 236 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELD WORK COMPLETED: JANUARY 1 TO DECEMBER 31, 2009 CITY OF RANCHO PALOS VERDES Total Pipe Length (feet) as of December 31, 2009: 745,332 Total Manholes as of December 31, 2009: 3,476 PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro Cleaned (feet): 81,130: o Periodic Cleaning (feet) 35,462: • Mechanically Rodded (feet): 125,571 o Periodic Cleaning (feet): 103,942 Manholes • Inspected: 6,952 • Adjusted: 68 SERVICE REQUESTS Responded to: • Stoppages:2 • Overflows: 10 • Floodouts:3 • Roach Complaints: 0 • Misc.: 6 • Other:3 • False Alarms: 11 • Service Requests Responded to: 35 TELEVISING Feet Televised: 48,564 ROOT CONTROL Sewer Pipe Treated for Roots: 4,928 CONSTRUCTION Saddle Installation(s): 0 PUMP STATIONS Total Number of Pump Stations: 7 Total Routine Maintenance/Repair: N/A Total Major Repairs: N/A Total Emergency Response: N/A ANNEXATIONS Parcel(s) Annexed to the CSMD: 2 G3 237 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELD WORK COMPLETED: JANUARY 1 TO DECEMBER 31, 2012 CITY OF RANCHO PALOS VERDES Total Pipe Length (feet) as of December 31, 2012: 745,543 Total Manholes as of December 31, 2012: 3,475 PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro Cleaned (feet): 164,958 o Periodic Cleaning (feet): 50,637 • Mechanically Rodded (feet): 317,806 o Periodic Cleaning (feet): 282,238 Manholes • Inspected: 6,950 • Adjusted: 250 SERVICE REQUESTS Responded to: • Stoppages:1 • Overflows:9 • Floodouts:0 • Roach Complaints: 0 • Misc.: 3 • Other:4 • False Alarms: 24 • Service Requests Responded to: 42 TELEVISING Feet Televised: 73,633 ROOT CONTROL Sewer Pipe Treated for Roots (feet): 21,945 CONSTRUCTION Saddle Installation(s): 2 PUMP STATIONS Total Number of Pump Stations: 7 Total Routine Maintenance/Repair: 638 Total Major Repairs: 35 Total Emergency Response: 6 ANNEXATIONS Parcel(s) Annexed to the CSMD: 1 G4 238 SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL FIELD WORK COMPLETED: JANUARY 1 TO DECEMBER 31, 2010 CITY OF RANCHO PALOS VERDES Total Pipe Length (feet) as of December 31, 2010: 745,339 Total Manholes as of December 31, 2010: 3,476 PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe • Hydro Cleaned (feet): 109,738 o Periodic Cleaning 26,596 • Mechanically Rodded (feet): 203,622 o Periodic Cleaning (feet): 107,483 Manholes • Inspected: 6,952 • Adjusted: 65 SERVICE REQUESTS Responded to: • Stoppages:1 • Overflows:9 • Floodouts:0 • Roach Complaints: 0 • Misc.: 8 • Other:4 • False Alarms: 15 • Service Requests Responded to: 37 TELEVISING Feet Televised: 277,875 ROOT CONTROL Sewer Pipe Treated for Roots: 6,100 CONSTRUCTION Saddle Installation(s): 2 PUMP STATIONS Total Number of Pump Stations: 7 Total Routine Maintenance/Repair: 670 Total Major Repairs: 13 Total Emergency Response: 20 ANNEXATIONS Parcels Annexed to the CSMD: 3 G5 239 �r H1 241 0 0 pmp m V) 00 M O O C� N 't N O O N -t N l\ O vi d' M O V1 O ;; i v1 a\ [- 00 0 0 cn US o 0 0 0 0 0 0 o O o oo o � dt P, �D I'D ri rt �t vi CD O O O O O O O O 0 O O O N O � O N O �--� O CO vi N N O m Cl oo N N O �n O W O N U w w O P� 0 0 0 0 3 3 o chi o 0 0 0 0 0 0 0 0 0 0 0 Pti 0 0 0 0 0 0 Y a q cd 0 z CIOb Pa 0 ° o 0 No b lu cd w CIO cli cd cdcd 0 o 0 0 o o 0 Q o '5n > � _o ami o o 50' 3 N oo CD O 'b O N N v1 �O oo \O vl O 00 U N O ��D '� O U rao N O N O ooN N N m N N � •-+ � � M M M oo oo Cl oo O oo O oo O oo O oo oo oo Cl oo O o0 O O oo Cl O oo O O oo O O oo O O oo O O O O N O O N O N O O Cl O O N N N N N N N r N N N � N � N l0 O moi' vl M V1 Vl V1 Vl �D 110 �O Q> --� N 110 r- oo 0) O 0 0 0 N �r H1 241 M M cq 00 O Ln O kn d- O y 0 W > Q U 'tl 0 Cd Cd ooN O1 Cl O N O m 1. N V1 O kn kn 0 0 N a0+ 0 M N O w 0 rn kn O N m d' M O T T Q —w ooO N 01 O Cl N N b 2 v N_ D\ O1 O O N N N 00 J M� W oO Q -0 o ' 3 ' O ,n d N w 01 O O N N O m D cD o i O ' 0 O p O U Q 0 N OD M ON O O N oo Q N cd w Q o b 0 Cd a O N O_ O N M m d m N 0 5 Cd > �t N O 00 i O I, O N 00 N 0 N-9 O O V) O bA 0 0 rl- 00 J GA 0 5 cd 'C' 0 0 O r N o_ O N �l a, b t5 U 0 x r O N M O O N O 7 O O N O m 0 0 �i U O N N 00 d' 00 Q1, kriO O O 00 0 V) N r �t O O O 0 DO00 O O O O O 0 0 n O 00 r - O O O 0 R; O N O Vl d' O O 3 n 0 �i cd 0 x M O O dam' O O 00 0 M V a Q 0 M an a x C� i O 00 V1 V) d W O cn O 00 O N O N O M O UD a H' oO 0 0 o 0 o o O O ti h� U p 'cls cd 0 O O O Q a w Q U a O Q Q Y z a a H Q cd a a Q 0 b N c7 $ UD 0 3 0 w A CD o oo N O 3 H oo N A oo H4 244 N Q O e L N O C O L a � ee� C.) ® c �I a L ® N ei L m ® e M 00 3 EE 3 U) ❑ o �3g(L® o N ® 04z4, I ) (nl 0 m v C N ®® J 0 ?I I 76 � z i � i - t03ttflNM-- z !�I � yt� ntttota�� .�tt; �' ,,*i`,,Nua �{ �:s�''�3'1P� � � � �r .,-»•^ _,Y �,j� �.. I �flfl GAAo .40}jr., UVinf I � o- _. c; t78 L.t.. f.... a�%' Qa�Q��,' fir``"• e �_1 ��`y� %,\r � 1 � I»#noa(si3 _ �� , e�e-o co 9p. f t6'. ryhe. Ay O.. Ny �` ( Nj �__1� i VIP A � PT:..., i�.. n Q '% ✓� �Y4Fl7f Yd"-.lr 1 / gni/ra'L�` - CiHN 4 a Mo vns:,� 7pOliR4 ; i^� gJ /�' . � vim. Sry • ' E� 4 Y �� i i jF -Zt r / Oct / q 4 /,�' / �.✓ r ..i,h bds�c,, _.x`Sj (. �q C\ • ' h/ .(u.��;�, ` �d ..i,g dertve sQ> H5 Attachment C 246 RESOLUTION NO. 2015- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO PALOS VERDES ADOPTING THE ABALONE COVE SEWER SYSTEM MANAGEMENT PLAN THE CITY COUNCIL OF THE CITY OF RANCHO PALOS VERDES HEREBY FINDS, DETERMINES, ORDERS AND RESOLVES AS FOLLOWS: WHEREAS, the State Water Resources Control Board (SWRCB) adopted Statewide General Waste Discharge Requirements (GWDR) for publicly owned sanitary sewer systems requiring the development and implementation of a system -specific local Sewer System Management Plan with eleven separate elements that documents a comprehensive program for sewer system operation, maintenance and repair; and WHEREAS, the City of Rancho Palos Verdes finds that the Sewer System Management Plan for the Abalone Cove Landslide Abatement District has been completed; and WHEREAS, the Abalone Cove Sewer System Plan will be periodically reviewed at least once every five years, and the City shall make any amendments or changes to its Plan; and NOW, THEREFORE, BE IT RESOLVED that the City of Rancho Palos Verdes City Council hereby: 1. Approves the Abalone Cove Sewer System Management Plan in accordance with State Water Resources Control Board Order No. 2006-0003- Statewide General Discharge Requirements (GWDR) for sanitary sewer systems. 2. Authorizes the Director of Public Works to certify the completion of the SSMP to the State Water Resources Control Board. PASSED, APPROVED AND ADOPTED this day of , 2015. Mayor ATTEST: R6876-0001 \1128465v1.doc 247 City Clerk State of California ) County of Los Angeles ) ss City of Rancho Palos Verdes ) I, CARLA MORREALE, City Clerk of the City of Rancho Palos Verdes, hereby certify that the above Resolution No. 2015- was duly and regularly passed and adopted by the said City Council at a regular meeting thereof held on , 2015. City Clerk Resolution No. 2015- R6876-0001\1128465v1.doc -2- 248 Attachment D 249 April 2015 Abalone Cove Sewer System Management Plan Prepared for the City of Rancho Palos Verdes jWjohn L-Huntee ANO ASOC301AYWft, INC. 250 Contents INTRODUCTION.......................................................................................................................................1 1. GOALS AND ACTIONS................................................................................................................2 1.1. Goals..................................................................................................................................2 1.2. Actions...............................................................................................................................2 2. DESCRIPTION OF THE ORGANIZATION......................................................................................3 2.1. Management.....................................................................................................................3 2.2. Authorized Representative...............................................................................................3 2.3. Organization Chart and Responsibilities...........................................................................3 3. LEGAL AUTHORITY.....................................................................................................................8 3.1. Legal Authority..................................................................................................................8 4. OPERATION AND MAINTENANCE PROGRAM.........................................................................10 4.1. Preventive Maintenance Program..................................................................................10 4.2. Rehabilitation and Replacement Plan.............................................................................12 4.3. Equipment Maintenance and Replacement Policy.........................................................13 4.4. Training for Field Operations Personnel and Contractors..............................................13 5. DESIGN AND PERFORMANCE PROVISION...............................................................................13 5.1. Design and Construction Standards and Specifications..................................................13 5.2. Procedures and Standards for Inspection and Testing New and Rehabilitated Collection SewerFacilities.............................................................................................................................13 6. OVERFLOW EMERGENCY RESPONSE PLAN.............................................................................14 6.1. Overflow Response Procedure........................................................................................14 7. FOG CONTROL PROGRAM.......................................................................................................22 7.1. The Legal Authority to Prohibit Discharges to the System and Identify Measures to Prevent SSOs and Blockages Caused By Fog........................................:........................................22 7.2. Cleaning Schedule for Identified FOG Prone Sewer Segments.......................................22 8. SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN.......................................................23 8.1. System Evaluation and Capacity Assurance....................................................................23 8.2. Adequate Capacity and Correct Design...........................................................................23 8.3. Capacity Enhancement Plan............................................................................................23 ii 251 9. MONITORING, MEASUREMENT, MODIFICATION PROGRAM.................................................24 9.1. Monitoring.......................................................................................................................24 9.2. SSMP Program Effectiveness Evaluation.........................................................................24 9.3. Program Modification.....................................................................................................24 10. SSMP PROGRAM AUDIT AND CERTIFICATION.........................................................................25 10.1. SSMP Program Audit.......................................................................................................25 10.2. SSMP Certification...........................................................................................................25 10.3. SSMP Modification and Re-certification.........................................................................25 11. COMMUNICATION AND SSMP AVAILABILITY..........................................................................26 11.1. Communication...............................................................................................................26 11.2. SSMP Availability.............................................................................................................26 List of Figures Figure 1 City of Rancho Palos Verdes Organization Chart for Sanitary Sewer System Management ... 4 Figure 2 City's SSO Reporting Procedures Flow Chart............................................................................7 Appendices Appendix A Waste Discharge Requirements Appendix B City Collection System Map Appendix C Notice of Intent Appendix D Sewer Maintenance Contractor Information Appendix E City Contact for SSO Response Appendix F Abalone Cove Sewer System Fee Structure Appendix G SSO Response Forms Appendix H SSO Map and CIWQS Report Appendix I Performance Measure Indicators 252 ABBREVIATIONS/ACRONYMS ACO APWA CADD CALOSHA CCN CSMD DPW FOG GIS 1/1 LACO CODE LACO PLUMBING CODE MMS OES RWQCB SMD SSM P SSOs WDRs Accumulative Capital Outlay Program American Public Works Association Computer Aided Design and Drafting California Occupation, Safety and Health Administration Closed -Circuit Television Consolidated Sewer Maintenance District County of Los Angeles Department of Public Works Fats, Oils, and Grease Geographical Information System Infiltration Inflow Los Angeles County Code Title 20 - Utilities Los Angeles County Plumbing Code - Title 28 Maintenance Management System Office of Emergency Service Regional Water Quality Control Board Sewer Maintenance Districts Sewer System Management Plan Sanitary Sewer Overflows Statewide General Waste Discharge Requirements iv 253 DEFINITIONS Backup - flows entering and confined to a private structure. Geographic Information System (GIS) — A database linked with mapping, which includes various layers of information used by government officials and the public. Examples of information found on a GIS can include a sewer map and sewer features such as pipe location, diameter, material, condition, and last date cleaned or repaired. GIS also typically contains base information such as streets and parcels. Infiltration/Inflow (1/1) — Infiltration is generally considered to be extraneous water that enters the sewer system over longer periods of time, such as groundwater seepage through cracks in the sewer. Inflow is generally considered to be extraneous water that enters the system as a direct result of a rain event, such as through defects in the sewer. While it is impossible to control all 1/I, it is certainly desirable to reduce 1/1 when cost-effective. Lateral —The portion of sewer that connects a home or business with the public sewer mainline in the street as further defined in the County Code, Title 20.20.130. Maintenance responsibility described in the County Code, Title 20.24.080. Sanitary Sewer Overflow (SSO) — A flow out of public collection system and onto public or private property. Also called an Overflow. Blockage — A buildup of debris in the sewer, which stops the flow of wastewater and allows the water to back up behind the stoppage, sometimes causing an overflow. Also called a stoppage. Wastewater Collection System — All pipelines, pump stations, and other facilities upstream of the headworks of the wastewater treatment plant that transport wastewater from its source to the wastewater treatment plant. v 254 Abalone Cove Sewer System Management Plan INTRODUCTION On May 2, 2006 the State Water Resources Control Board (SWRCB) adopted Statewide General Waste Discharge Requirements and a Monitoring and Reporting Program (WDRs), for sanitary sewer systems by issuing Order No. 2006-003 (Appendix A). The regulations in the Order were in response to growing public concern about the water quality impacts of Sanitary Sewer Overflows (SSOs), particularly those that cause beach closures, adverse effects to other bodies of water, or pose serious health and safety or nuisance problems. Two major components of the WDRs require the following: (1) The requirement that owners/operators of publicly owned sewer collection systems, a mile long or greater, must apply for coverage under the WDRs; and, (2) The owners/operators must develop and implement a System Management Plan (SSMP) specific to their sanitary sewer system. The Abalone Cove Sewer Collection System (Collection System) is currently owned, operated, and maintained by the City of Rancho Palos Verdes (City) separately from the rest of the City's sewer system, which is operated and maintained by the LA County Sewer Maintenance District (CSMD). Maintenance of the Abalone Cove Sewer Collection System is jointly funded through the Abalone Cove Sewer Maintenance District and augmented with an annual City subsidy. The City of Rancho Palos Verdes Sewer System Management Plan (SSMP) for areas covered under the CSMD is available at the City's Department of Public Works (copy of the 2014/15 Annual Report for the Abalone Cove Sewer Maintenance Fee is included in Appendix F). Funding for the sewer system maintained by the CSMD is through an annual assessment, collected through the tax rolls, of each property that is connected to the system. The SSMP herein covers Abalone Cove Sewer Collection System (Collection System). This SSMP will serve to ensure that proper Operation and Maintenance (O&M) procedures are in place to reduce the frequency and severity of SSOs in this area. A map of the City's sewer systems including the Abalone Cove Collection System is included in Appendix B. In compliance with the first WDR component above, the City filed a Notice of Intent (NOI) application form with the SWRCB for the Collection System on April 6, 2012 (Appendix C). 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 will file all subsequent updates and all required SSO reporting. In compliance with the second component, this document was prepared to meet the objectives contained in the 2006 WDR Order and 2013 WDR amendments (Appendix A). This document is divided into 12 chapters, which closely align with the respective provisions contained in the WDR. Every section or subsection of each chapter addresses one of the key elements of the SSMP directive. This document, along with other ordinances, code requirements and existing agency programs referenced herein, constitutes the City's SSMP for the Abalone Cove Sewer Collection System, which is a sewer maintenance assessment district funded through the Landslide Settlement Agreement of 1987. It is maintained and funded in accordance with the annual Engineer's report (a copy of the Municipal Code Title 13.06, the initial and most current Engineer's reports are attached in Appendix F). Additional information on funding of the system is presented in the Annual Reports in Appendix F. By I I P a g e 255 Abalone Cove Sewer System Management Plan implementing the procedures contained in this SSMP, the occurrence of SSOs should decrease or possibly be avoided in this area. 1. GOALS AND ACTIONS 1.1. Goals 1. The Collection System is properly operated, maintained and managed to reduce the frequency and severity of sanitary sewer overflows (SSOs) and their potential impacts on public health, safety, and the environment. 2. When an SSO occurs, prompt action is taken to identify, contain, and remove the cause; report the event to the appropriate regulatory authorities; and notify the public in a timely manner. 3. All SSOs, system deficiencies, and remedial actions taken are well documented. 4. The Collection System operators, employees, contractors, responders, and other agents are adequately trained and equipped to address an SSO event. 5. The Collection System is designed, constructed and funded to provide adequate capacity to convey base flows and peak flows, while meeting or exceeding applicable regulations, laws and the generally accepted practices relative to sanitary sewer system operation and maintenance. 1.2. Actions 1. Conduct a planned and scheduled maintenance program to minimize the risk and occurrence of SSOs. 2. When an SSO occurs, respond to the incident in a timely manner and undertake feasible remedial actions to contain the overflow, including stopping the flow from reaching the storm drain, if possible. 3. Stop the sewer overflow as soon as possible and limit public access to the overflow area to prevent public contact with any wastewater contamination. 4. If possible, completely recover the overflow sewage, return it to the sewer system, and clean up the contaminated area. 5. Gather and compile all pertinent information regarding the sewer overflow incident, investigate as necessary to determine probable cause, document findings, report the incident to the appropriate regulatory agencies in a timely manner, and file a copy of the report. 2 1 Page 256 Abalone Cove Sewer System Management Plan 2. DESCRIPTION OF THE ORGANIZATION 2.1. Management The Collection System serves a population of approximately 270 people. The City's Public Works Department (PWD) manages the Collection System and is responsible for implementing this SSMP. Annually, the City spends approximately $105,000 for the maintenance and operation of the system, which consists of approximately 130 manholes,1 diversion structure, 19,615 linear feet of low pressure pipe, 19,000 linear feet of gravity pipe, 44 grinder pumps, 4 lift stations, and 2,505 linear feet of force main. House laterals are maintained by property owners and extend to a mainline or grinder pump. The Collection System discharges into Los Angeles County Sanitation District facilities for conveyance, treatment and disposal. The City has two budgeted management positions directly involved in sewer system responsibilities. The field operation and maintenance services are fulfilled by utilizing the services of three reputable sewer maintenance companies (see Appendix D). The distribution of the City's personnel and the contracted services are depicted in the organizational chart presented in Figure 1. City personnel administer the City's sewer collection system operation, provide engineering evaluation of proposed and existing sewer facilities, administer preventive maintenance and sewer construction programs, and oversee the maintenance of the sewer collection system facilities and related records and plans. 2.2. Authorized Representative The City's Director of Public Works is the authorized representative who is responsible for the execution of compliance actions required under the WDRs. This includes, but is not limited to, execution and certification of all reports and correspondence as required under the Order. 2.3. Organization Chart and Responsibilities The organization chart, showing the structure and relationship of the City DPW administrative, management and field positions relative to Sewer Operation and Maintenance (SO&M) is presented in Figure 1 and the descriptions of responsibilities and support are presented in Sections 2.3.1 and 2.3.2. 31 Page 257 Abalone Cove Sewer System Management Plan Director of Public Works I Collection System Maintenance i Contractors { City Maintenance 4 Workers e i i. i I Engineering Consultants j City Code Enforcement j I , Adminstrative Support Figure 1 City of Rancho Palos Verdes Organization Chart for Sanitary Sewer System Management 41 Page 258 Abalone Cove Sewer System Management Plan 2.3.1. Description of Responsibilities The description of responsibilities or roles of each position especially as related to SSOs are as follows: • City Council - Responsible for establishing new and amending existing ordinances and policies governing the municipal operations, and the operations of the City's sanitary sewer system including the approving of all O&M contracts and agreements to protect the community's interest. • City Manager— Responsible for the overall management and application of all legal and policy directives that relate to the City's activities, including the O&M 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 its execution, and evaluates work accomplished within his areas of responsibility, including the O&M program. Also directs the planning, budgeting, design for the construction of new sewer collection system and rehabilitation of existing sewer collection system. Facilitates all sewer collection system O&M activities. Responsible for the day-to-day management and operation oversight of the City's sewer collection system. • Principal Engineer — Directs engineering and management activities relating to studies, design, investigations, and the preparation of reports, budget and contractual agreements with private firms for technical service projects. Performs special studies, investigations and reports concerning sewer infrastructure. • Maintenance Superintendent - Has oversight of all contracted maintenance and repair services for City's facilities, collects data in the field, and completes reporting of forms. • Senior Engineer, Administrative Support - Assist in the preparation of reports, budgets, and other correspondence; coordinate and facilitate City and contract personnel in addressing local citizen issues related to sewer service, report SSO and administer required monthly reporting. 2.3.2. City Divisions/Departments and Other Agencies Other Divisions or Departments within the City, and specific contracted services, are currently and will continue to be responsible for carrying out some of the compliance actions called for by the WDR's for the City. The key support units and their responsibilities are described below: • Administrative Support - Responsible for procuring equipment and as needed contract services for emergency sewer repair projects, printing and mailing of public education outreach program materials, and for procuring material and supplies needed for the day to day operation and maintenance activities, accounting services and training of personnel. Also responsible for investigating SSOs related claims and litigations against the city. • Building and Safety Department - Responsible for reviewing various building permit applications, their relationship to public easements and facilities, and issuing permits for sewer connections. Also the enforcement of the Building and Plumbing Codes involving proper connection and discharge into the public sewer system and the property owner's 51 Page 259 Abalone Cove Sewer System Management Plan maintenance of their respective sewer laterals between the structure served and the public sewer collection main. • Planning and Zoning Department - Responsible for subdivision or development project plan checks to ensure compliance with the City's standards for construction of new sewer collection systems. Coordinates plan checks for sewer capacity studies to size proposed sewer lines and sets requirements to ensure adequate capacity in existing systems. 9 Public Works Department — The Public Works Department provides critical services needed for the City to address the required demands of the WDR. The City is responsible for operational maintenance services of the city's sewer collection system, including cleaning, closed circuit television (CCN) inspection, manhole inspection, and minor urgency repairs. Public Works is responsible for the enforcement of the Health and Safety Codes regarding waste disposal such as the FOG program, point source control inspection of industrial and commercial waste and grease generating facilities, and investigation of cases of illicit discharge of chemicals, debris, etc. into the public sewer system. This is undertaken in concert with the LACDPW Environmental Programs Industrial Waste Unit. Responsible for preparing plans and specifications for sewer construction and rehabilitation projects, and the administration of contracts for accomplishing such projects and emergency sewer repair projects. Prepares easement documents or identifies and procures access rights for public sewer facilities located within private properties. • Los Angeles County Fire Department — Responsible for assisting with protecting the public and crowd control in an emergency situation, such as in the event of an SSO expanding into high use public travel ways and posing a serious public health or safety risk. • Los Angeles County Sheriff's Department - Responsible for assisting with protecting the public and crowd control in an emergency situation, such as in the event of an SSO expanding into high use public travel ways and posing a serious public health or safety risk. 2.3.3. Chain of Communication for SSO Reporting The chain of communication for reporting SSOs, from receipt of a complaint or other reliable information source to reporting to the appropriate regulatory agencies, is presented in Figure 2 below. The City's contact directory for communicating with both internal and external parties involved in responding and reporting an SSO event is included in Appendix E. The SSO emergency response plan will be discussed in greater detail in Chapter 6 of this document. 6 1 Page 260 Abalone Cove Sewer System Management Plan The Department of Public Works receives call from the public, police, code enforcement or answering service Director of Public Works (working hours) and/orb Maintenance Superintendent (after hours) are dispatched to the scene immediately Director of Public Works/Maintenance Superintendent contain spilt and prevent spillage from entering a storm drain. If traffic or crowd control is needed, the LA County Sherriff or Fire Dept. is notified. If SSO is over 1,000 gallons, has entered a storm drain pipe or surface water, CaIEMA and LA County Department of Public Health are notified Clean up contractor is contacted to respond with appropriate equipment Ifthe storm drain pipe is determined to be LA County The cause of the overflow is Flood Control District owned, the LA County Flood Control, determined if possible District is notified Sewer spill report is completed If cause is originating from i by responsible agency and any private property, the property ! notification/electronic reporting owner is notified requirements fulfilled per Section 6 Figure 2 City's SSO Reporting Procedures Flow Chart 71 Page 261 Abalone Cove Sewer System Management Plan 3. LEGAL AUTHORITY 3.1. Legal Authori The City's legal authority to own and operate a sanitary sewer system is derived from its incorporation as a City. The City maintains ownership of the sewer system and is responsible for the management, operation, and maintenance of the public portions of the system in the Abalone Cove area. In compliance with the WDR, 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 (CMC). The legal authorities for the specific areas stipulated in the WDRs are covered in various sections of the City Municipal code and Title 20 of the LACO Code, which has been adopted by the City. 3.1.1. Legal Authority to Prevent Illicit Discharges into the Sanitary Sewer System In accordance with the City's Municipal Code (CMC), Chapter 15.12.010, the City has adopted the California Plumbing Code, 2013 Edition (Part 5 of Title 24 of the California Code of Regulations), which incorporates and amends the Uniform Plumbing Code, 2012 Edition, published by the International Association of Plumbing and Mechanical Officials. In addition, per Chapter 13.04.10 of the CMC, the City has adopted the latest edition of Title 20 — Utilities, Division 2 of the Los Angeles County (LACO) Code, which regulates sanitary sewers and industrial waste in the County. The LACO Sanitary Sewer and Industrial Waste Code Title 20, Division 2 applies to the discharge, deposit or disposal of all wastes, including any material which may cause pollution of underground or surface waters, in, upon or affecting the unincorporated territory of the county of Los Angeles; and the design, construction, alteration, use and maintenance of public sewers and house laterals, industrial connection sewers, water pollution control plants, sewage pumping plants, industrial liquid -waste pretreatment plants, dairy screen - chambers, sand and grease interceptors, and appurtenances; the issuance of permits and the collection of fees therefore, and fees to pay the cost of checking plans, inspecting the construction and making record plans of the facilities permitted hereunder; and providing penalties for violation of any of the provisions of this Division 2. LACO Title 20, Section 20.36.400 prohibits the discharge of waste and liquid waste that will interfere with the effective use thereof, including stormwater. In addition, LACO Title 20, 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 Collection System. 3.1.2. Legal Authority to Require that Sewers and Connections be properly Designed and Constructed The LACO Code Title 20, Sections 20.32.330 and 20.32.340 as adopted by the City, require that the design of new main -line sewers and pumping plants respectively in the City, comply with Part 3 of Chapter 20.32 of the Code. Section 20.32.350 of the Code requires that the design of new house laterals also conform to the requirements of Part 3, Chapter 20.32 of the Code unless otherwise covered by the LACO Plumbing Code Title 28. In accordance with LACO Code Title 20, Section 20.32.580, the construction of a sewer collection system is required to conform to all the requirements prescribed by Division 2, of the LACO Code, the Standard Specifications for Public Works Construction and by the Special Provisions and Standard Plans, on file in the office of the County Engineer. The inspection of new main -line sewers and 51 Page 262 Abalone Cove Sewer System Management Plan pumping plants to ensure proper construction is covered under Section 20.30.590 of the LACO Code and also regulated under the CMC. 3.1.3. Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs Title 20, Division 2, as adopted by the City gives the City the legal right to set requirements to allow unrestricted maintenance access to the public sewer infrastructure located in easements on private property. In accordance with Section 20.32.430 of the LACO Code, the access is secured through City's enforcement of the requirement for legally recorded sewer easements around all public sewer appurtenances located in private properties. Sewer easements are detailed on the sewer construction plans and are thoroughly reviewed by the City for adequacy in size and accuracy of alignment during the plan check process. Plan checkers take special care to ensure that maintenance crews will have sufficient access for the movement of equipment and materials for both routine and emergency repair or construction work on the system. 3.1.4. Legal Authority Limiting the Discharge of FOG and other Debris that may cause Blockage The City by adopting the LACO Plumbing Code - Title 28 and the LACO Code - Title 20, has the legal authority to satisfy this element of the WDR. The LACO Plumbing Code - Title 28, requires the installation of grease interceptors at restaurants and other food establishments that generate grease in the City. LACO Code - Title 20, Section 20.36.560 gives the City Director of Public Works the authority to require the installation of treatment facilities, including grease interceptors, at any facility that generates FOG in the amount that will damage or increase the maintenance costs of the sewer collection system. In addition, Title 20, Section 20.24.080 requires property owners to maintain all house laterals in good working order and kept in a safe and sanitary condition. 3.1.5. Legal Authority to Enforce any Violation of Sewer Ordinances -The LACO Code Section 20.24.090 gives the City Director of Public Works the legal authority to inspect main -line sewers, sewage pumping plants, interceptors etc., as often as he deems necessary, to ascertain whether such facilities are maintained and operated in accordance with the provisions of Division 2 of the LACO Code. Under 20.24.100 of the LACO Code, the City Director of Public Works is empowered to enforce all the requirements prescribed in Division 2 — Sanitary Sewers and Industrial Waste of the Code and in accordance with Section 20.24.110 may delegate this authority. The LACO Code, Section 20.24.160 allows criminal penalties for any violations of the Sewer and Industrial Waste Ordinances. The Codes, standard plans, specifications and other material cited in this Chapter are filed at the Office of the City's Director of Public Works. 9 1 Page 263 Abalone Cove Sewer System Management Plan 4. OPERATION AND MAINTENANCE PROGRAM 4.1. Preventive Maintenance Program The City is responsible for the Operation and Maintenance (O&M) of the Collection System. The City has contracted three sewer maintenance companies to assist in the operation and maintenance (See Appendix D). In the event of an emergency, residents/property owners are instructed to call an answering service. This service will contact the appropriate staff member for on-call maintenance. In the event that the first contact does not respond, the next contact on the list (included in Appendix E) will be called. Staff will be dispatched to the site for evaluation and appropriate actions will follow. The maintenance program includes quarterly inspection and maintenance of all mainline above ground sewer pipe, periodic CCTV inspection, pressure cleaning for all underground gravity mainline pipes, quarterly inspections of the lift stations, and annual inspections of the grinder pumps. To ensure a flow of funds for the on-going operation and maintenance for the sewer facilities in the Collection System, the City formed the Abalone Cove Sewer Maintenance District, which collects a fee. This Sewer Maintenance Fee ensures a fair and equitable levying of the necessary costs of operating and maintaining of facilities. The sewer flow rates used to calculate the User Fees are based on the Los Angeles County Sanitation District standards. Residential parcels with single family homes are assigned a flow rate of 260 Gallons Per Day (GPD). Therefore, 260 GPD is defined as 1 Equivalent Residential Unit (ERU) and all other parcels are charged based on the number of ERUs calculated on their property for their particular use. Appendix F provides a summary of the user categories, the assigned flow rates, and the ERU calculation for each. Also included in Appendix F are the ordinance establishing the legal authority to collect this fee, the Abalone Cove Sewer Fee Rate Analysis Report and a Sewer Maintenance Fee Annual Report from fiscal year 2013-14. The sewer system is comprised of three types of subsystems: • Gravity subsystem, • Force main subsystem, and • Low-pressure subsystem. Each subsystem requires different levels of O&M and therefore, has different maintenance costs associated with it. The area has been divided into four zones shown in Table 2 of Appendix F. Each zone corresponds to the specific combination of subsystems used by or immediately available to the parcels located in that zone. The following is a summary of the City's preventive maintenance activities: 4.1.1. Mainline Sewer (Low Pressure/Force Main)and Gravity Mainline Sewer Pipe Inspections All mainline above ground sewer pipe, flex hose, and above ground lateral connections are visually inspected by a city contractor on a quarterly basis. Visual inspections focus on the following; • Leak detection • Signs of saturated soils in the vicinity • Erosion of soils that are supporting the placement of the pipe 101 Page 264 Abalone Cove Sewer System Management Plan • Rust build-up • Signs of tampering to sewer system • Ensure that backflow valves are open properly and in proper working order • Check steel flex hose for damage • Inspect cleanouts that are located on sewer system • Inspect all air relief valves and their red wood box housings All underground gravity mainline sewer pipes are pressure cleaned with high pressure cleaning equipment and are inspected by means of CCN on a 5 -year cycle for any roots, cracks, blockage, or any other potential problems. 4.1.2. Manholes On an annual basis, all manholes are inspected and maintained. All manholes are cleaned free of any deposits that could potentially block the sewer system and pressure -washed as needed to remove grease build-up. 4.1.3. Mainline Sewer Lift Stations Inspections The City requires that the lift stations are visually inspected on a quarterly basis and serviced on an annual basis as a measure of preventative maintenance. Quarterly inspections are performed by a city contractor. The following is a list of required inspection activities: • Cable Entry Flange • Strain Relift Clamp • External parts on pumps • Debris in wet well • Condition of floats • All wiring that is supplied for the pumps • Check for rusted and corroded materials such as the guide rails for the pumps • Verify that the pumps in the lift station are alternating when cycling • The lift stations are serviced annually and pumps replaced at 15 years of service. 4.1.4. Sewer Line Cleaning Sewer lines are cleaned and inspected every five years and as needed. Sewer lines with grease buildup are cleaned and grease is removed along with all debris that has collected on the wet wells. 4.1.5. Vermin and Rodent Control The City utilizes two contractors for vermin and rodent control. Contractor information is provided in Appendix D. Contractors respond to service calls generated by Public Works. 4.1.6. Sewage Pump Stations All pumps in intermittent operation are inspected annually. Pumps and motors are lubricated, control mechanism and valves are checked and adjusted as necessary, and equipment is repaired or modified as required. 111 Page 265 Abalone Cove Sewer System Management Plan 4.1.7. Work Scheduling City work orders are generated and tracked by the Public Works Department. City 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 finally stored at City Hall. 4.1.8. City Sewer Mapping System The City maintains a complete Geographic Information System (GIS) asset database of the existing sewer collection system. Data on the plans, such as system location and alignment, pipe material, size etc, are also stored in the Department of Public Works office at 30940 Hawthorne Blvd., Rancho Palos Verdes, Ca 90275. A map of the Sewer Collection System can be found in Appendix B. 4.2. Rehabilitation and Replacement Plan A consultant, Dudek and Associates, Inc., was contracted by the City to update the Sewer System Master Plan which utilized a hydraulic model of the collection system, based on observed flow data, and identified any capacity related issues. The Sewer System Master Plan can be found at the City of Rancho Palos Verdes Department of Public Works office at 30940 Hawthorne Blvd., Rancho Palos Verdes, Ca 90275. 4.2.1. Condition Assessment Program There are approximately 3,600 LF (0.68 mile) of force mains and approximately 11,235 LF (2.13 miles) of low pressure lines making a total of 14,835 LF (2.81 miles) of sewer lines within the Collection System. The Collection System contains a large number of grinder pumps (44 grinder pumping stations) and gravity connections. For the low pressure service area of the Collection System, each connection is served by a single grinder pump and low pressure main connection. These are industry standard designs which reliably serve one to three connections. The receiving line is subject to periodic flows from each of the pumps connected to the system and it in turn feeds into a larger lift station serving both gravity and low pressure customers or feeds into the gravity system within Abalone Cove. The results of increasing flow into the lift station are that the lift station pump operates for a longer period of time. Since the Collection System is located on shifting land, that is prone to landslides, the grinder pumps have been installed to transport household flows into the main sewer system. The existing sewer pipes, ranging from 8 to 15 inches in diameter, are predominantly made of PVC and vitrified clay pipe material. Naturally, as these vitrified clay pipe sewer lines age, structural problems such as cracks, joint separation, root intrusion, etc. may develop. To ensure that these problems are properly mitigated, the WDR requires that the City has a program in place to minimize and correct them and that the program is well funded. As mentioned earlier in this document, in order to insure a flow of funds for the 0&M of the Collection System, the City collects an Abalone Cove Sewer Maintenance Fee from property owners connected to the Collection System. This fee is in place to ensure a flow of funds for the ongoing operation and maintenance of the Collection System. The sewer flow rates used to calculate this user fee are based on the Los Angeles County Sanitation District (LACSD) standards. Using these standards, residential parcels with single family homes are assigned a flow rate of 260 Gallons Per Day (GPD). Therefore, 260 GPD is defined as 1 Equivalent Residential Unit (ERU) and all other parcels are charged based on the number of ERUs calculated on their property for their particular use. An ERU Calculation Summary Table is provided in Appendix F. 12 1 Page 266 Abalone Cove Sewer System Management Plan The Collection System is comprised of three types of subsystems. Each of these subsystems requires different levels of O&M and therefore, have different costs associated with them. Parcels that contribute flow to a subsystem will be charged for the operation and maintenance of that system. Because the entire Collection System flows into the Palos Verdes Drive mainline section of the system, all users of the Collection System will be charged for the operation and maintenance of that section as well. The City Council annually reviews the current and projected year's cost for the 0&M of the sewer facilities and sets the rates for the ensuing fiscal year. In setting the annual rates, the City Council will consider any new or updated maintenance costs, and any fund balances or shortages, provide subsidies to the fee if needed, and adjust the rates accordingly. 4.3. Equipment Maintenance and Replacement Policy The equipment utilized in the maintenance of the City's sewer facilities is owned and maintained by contractors who perform maintenance on the collection system. Lift station pumps are purchased through funds collected through the annual assessment of property owners, so technically the property owners own the lift station equipment. 4.4. Training for Field Operations Personnel and Contractors The City does not have any formalized training for contractors doing work within the City. Contractors must adhere to the code requirements in outlined in Section 3 and as required by the County and State mandates. In addition, the City's sewer construction projects are awarded to carefully selected contractors with well trained and qualified personnel for any given project. The designed plans and specifications for the City's 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. S. DESIGN AND PERFORMANCE PROVISION 5.1. Design and Construction Standards and Specifications The City requires that all sewers be designed in accordance with Los Angeles County standards. The American Public Works Association (APWA) and County DPW have Standard Plans and Specifications for Construction of Sanitary Sewers and appurtenances to ensure that sewer lines and connections are properly designed and constructed. The County DPW specifications, by reference, incorporate the Standard Plans and Specifications for Public Works Construction, Special Provisions, and Standard Drawings. In addition, County DPW has 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. The City requires that these publications also be followed in the design of sewer system within the City. To further assure that sewer facilities are properly designed and constructed, the City requires that plans are designed by licensed engineers and provides thorough review of plans, through the City's Building Department prior to approval for construction and inspection of the actual construction work. 5.2. Procedures and Standards for Inspection and Testing New and Rehabilitated Collection Sewer Facilities 131Page 267 Abalone Cove Sewer System Management Plan The City provides inspection by utilizing its own staff or by outsourcing to a qualified consultant for the inspection of new sewer construction projects. The City requires that "As -Built" sewer plans of the completed projects be submitted prior to final approval for acceptance of sewer facilities for public use. The City also requires that all newly constructed pumping stations be inspected by experienced staff or contractor. 6. OVERFLOW EMERGENCY RESPONSE PLAN 6.1. Overflow Response Procedure This section outlines the Sewer System Overflow (SSO) Response Procedures employed by the City in the Abalone Cove Collection System area. Forms for SSO response are included in Appendix G. According to CIWQS, since 2007 there has been one (1) SSO in the Abalone Cove Collection System. A map showing the location of this SSO and the associated CIWQS report are included in Appendix H. The City' Overflow Response Plan is as follows: • Upon discovery or notification of an SSO, the Maintenance Supervisor and/or the Director of Public Works respond to the scene immediately. • If it is suspected that the spill may contain hazardous materials, the Los Angeles County Fire Health Hazmat Division is notified. CSMD and the Los Angeles County Sanitation Districts are contacted to respond as appropriate. • If any materials may have entered the storm drain system, or may reach State waters, the LA County Department of Public Health is notified. • As soon as safety will allow, the overflow is contained using sandbags and/or earth dikes. All catch basins in the area are protected with sandbags. • Cones and barricades are placed to prevent public vehicular and pedestrian access to the affected area. • Once the cause of the spill has been identified and corrected, the overflow wastewater is collected using vactor trucks and disposed of back into the collection system downstream of the blockage. • If the spill occurs in a City maintained area, the City's clean up contractor, Ocean Blue Environmental is contacted to clean and return the facility or area to normal operation as quickly as possible. The City's water quality consultant, John L. Hunter and Associates is contacted to oversee the cleanup. The appropriate agencies are notified, and required reporting is completed as outlined below. 6.1.1. Regulatory Agencies Notification and Reporting Procedures The following tables summarize notification monitoring and reporting procedures for SSOs in the City: SSO Category Type or Description Agencies to be Notified Type of Notification and Timeframe Telephone/Fax Written Report/*Online Database 1 Discharges of untreated Within 2 hours Cal EMA: (800) Submit Draft report within 3 or partially treated of becoming 852-7550 business days of becoming aware of wastewater of any aware of any the SSO and certify within 15 volume resulting from an Category 1 SSO calendar days of SSO end date. enrollee's sanitary sewer greater than or Enter data into the California 141 Page O Abalone Cove Sewer System Management Plan 151 Page 269 system failure or flow equal to 1,000 Integrated Water Quality System Ions, notify condition that:alg (CIWQS) Online SSO Database the California (http://ciwgs.waterboards.ca.gov/), Reach surface water Emergency certified by enrollee's Legally and/or reach a drainage Management Responsible Official(s). channel tributary to a Agency (Cal surface water; or EMA) and SSO Technical Report: Certify within obtain a LA County 45 calendar days after the end date Reach a municipal notification Health Dept: of any Category 1 SSO in which separate storm sewer control number (213) 974- 50,000 gallons or greater is spilled system and are not fully 1234 to surface waters. captured and returned to If any the sanitary sewer untreated or system or not otherwise partially captured and disposed of treated sewage properly. may reach State waters, Any volume of the LA County wastewater not Department of recovered from the Public Health municipal separate storm should be sewer system is notified considered to have reached surface water unless the storm drain system discharges to a dedicated storm water or ground water infiltration basin (e.g., infiltration pit, percolation pond). 2 Discharges of untreated No N/A Submit Draft report within 3 or partially treated notification business days of becoming aware of wastewater of 1,000 requirements - the SSO and certify within 15 gallons or greater only report on calendar days of SSO end date. resulting from an CIWQS Enter data into the California enrollee's sanitary sewer Integrated Water Quality System system failure or flow (CIWQS) Online SSO Database condition that do not (http://ciwqs.waterboards.ca.gov/), reach surface water, a certified by enrollee's Legally drainage channel, or a Responsible Official(s). municipal separate storm sewer system unless the entire SSO discharged to the storm drain system is fully recovered and disposed of properly. 3 All other discharges of If any LA County Category 3 SSO: Submit Certified untreated or partially untreated or Health Dept: report within 30 calendar days of treated wastewater partially (213) 974- the end of month in which SSO resulting from an treated sewage 1234 occurred. Enter data into the enrollee's sanitary sewer may reach California Integrated Water Quality State waters, System (CIWQS) Online SSO 151 Page 269 Abalone Cove Sewer System Management Plan Additional Requirements system failure or flow condition. the LA County Department of Public Health should be notified "No Spill" Monthly Database (http://ciwgs.waterboards.ca.gov/), certified by enrollee's Legally Responsible Official(s). Private Discharges of untreated No notification Cal EMA: (800) PLSDs that the enrollee becomes Lateral or partially treated requirements - 852-7550 aware of may be voluntarily Sewage wastewater resulting responsible Water Quality Monitoring reported to the CIWQS Online SSO Discharge from blockages or other parties are required to be uploaded into Database. (PLSD) problems within a encouraged to surface waters which 50,000 gallons or privately owned sewer notify Cal EMA waters. lateral connected to the if discharges Self -maintained records shall enrollee's sanitary are greater Sanitary Sewer Management Plan (SSMP) inspections or upon request. sewer system or from than or equal Records to document Water Quality Monitoring other private sewer to 1,000 gallons surface waters. assets. that result or Collection system telemetry records if relied upon to document and/or estimate SSO Volume. may result in a discharge to surface water Additional Requirements Required Element(s) Reporting "No Spill" Monthly Certify that no SSOs occurred within 30 calendar Certification days of the end of the month in which no SSOs occurred. Collection System Update and Certify every 12 months in December Questionnaire Water Quality Monitoring Conduct water quality sampling within 48 hours Water quality results are after initial SSO notification for Category 1 SSOs required to be uploaded into in which 50,000 gallons or greater is spilled to CIWQS for Category 1 SSOs in surface waters which 50,000 gallons or greater is spilled to surface waters. Record Keeping SSO event records. Self -maintained records shall be available during Sanitary Sewer Management Plan (SSMP) inspections or upon request. implementation and changes/updates to SSMP. Records to document Water Quality Monitoring for SSOs of 50,000 gallons or greater spilled to surface waters. Collection system telemetry records if relied upon to document and/or estimate SSO Volume. *If the California Integrated Water Quality System (CIWQS) Online SSO Database is not available, fax required info to the appropriate agencies, and enter all relevant information into the online database as soon as practical. 16 1 Page 270 Abalone Cove Sewer System Management Plan 6.1.2. Regulatory Agencies Notification and Time Frame For any Category 1 SSO greater than or equal to 1000 gallons that results, or may result in a discharge to a surface water, either directly or by way of a drainage channel or municipal separate storm sewer system, the City notifies and obtains a notification control number from California Emergency Management Agency within two (2) hours after (A) gaining knowledge of the discharge by discovery or receipt of information from a public informant or other source(s), (B) notification is possible, and (C) notification can be provided without substantially impeding cleanup or other emergency measures. To satisfy notification requirements for each applicable SSO, the following information, where possible, is provided to Cal EMA before receiving a control number: • Name of person notifying Cal EMA and direct return phone number. • Estimated SSO volume discharged (gallons). • If ongoing, estimated SSO discharge rate (gallons per minute). • SSO Incident Description: • Brief narrative. • On -scene point of contact for additional information (name and cell phone number). • Date and time enrollee became aware of the SSO. • Name of sanitary sewer system agency causing the SSO. • SSO cause (if known). • Indication of whether the SSO has been contained. • Indication of whether surface water is impacted. • Name of surface water impacted by the SSO, if applicable. • Indication of whether a drinking water supply is or may be impacted by the SSO. • Any other known SSO impacts. • SSO incident location (address, city, state, and zip code). Following the initial notification to Cal EMA and until such time that the City certifies the SSO report in the California Integrated Water Quality System (CIWQS) Online SSO Database, the City will provide updates to Cal EMA regarding substantial changes to the estimated volume of untreated or partially treated sewage discharged, and any substantial change(s) to known impact(s). 6.1.3. SSO Reporting to CIWQS (1) Category 1 & Category 2 SSOs — All SSOs that meet the above criteria for Category 1 or Category 2 SSOs shall be reported to the CIWQS Online SSO Database: a. The City will submit reports for Category 1 & Category 2 SSOs to the CIWQS Online SSO Database within 3 business days of becoming aware of the SSO by citizen complaint or discovery. Minimum information that shall be reported in a draft Category 1 SSO report which will include all information identified part 3 below. b. Minimum information to be reported in a Category 2 SSO draft report will include all information identified in part 3 below. c. A final Category 1 or Category 2 SSO report will be certified through the CIWQS Online SSO Database within 15 calendar days of the end date of the SSO. The final Category 1 and 2 SSO reports will include all information identified in part 3 below. 17 1 Page 271 Abalone Cove Sewer System Management Plan (2) All SSOs that meet the above criteria for Category 3 SSOs will be reported to the CIWQS Online SSO Database and certified within 30 calendar days after the end of the calendar month in which the SSO occurs (e.g., all Category 3 SSOs occurring in the month of February shall be entered into the database and certified by March 30th). The final Category 3 SSO report will include all information identified in part 3 below. (3) The following information will be reported prior to finalizing and certifying an SSO report for each category of SSO: Draft Category 1 SSO Report: L SSO Contact Information: Name and telephone number of enrollee contact person who can answer specific questions about the SSO being reported. ii. SSO Location Name. iii. Location of the overflow event (SSO) by entering GPS coordinates. If a single overflow event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the SSO appearance point explanation field. iv. Whether or not the SSO reached surface water, a drainage channel, or entered and was discharged from a drainage structure. V. Whether or not the SSO reached a municipal separate storm drain system. vi. Whether or not the total SSO volume that reached a municipal separate storm drain system was fully recovered. vii. Estimate of the SSO volume, inclusive of all discharge point(s). viii. Estimate of the SSO volume that reached surface water, a drainage channel, or was not recovered from a storm drain. ix. Estimate of the SSO volume recovered (if applicable). X. Number of SSO appearance point(s). xi. Description and location of SSO appearance point(s). If a single sanitary sewer system failure results in multiple SSO appearance points, each appearance point must be described. xii. SSO start date and time. xiii. Date and time the enrollee was notified of, or self -discovered, the SSO. xiv. Estimated operator arrival time. xv. For spills greater than or equal to 1,000 gallons, the Date and time Cal EMA was called. xvi. For spills greater than or equal to 1,000 gallons, the Cal EMA control number. Final Certified Category 1 SSO Report: i. Description of SSO destination(s). ii. SSO end date and time. iii. SSO causes (mainline blockage, roots, etc.). iv. SSO failure point (main, lateral, etc.). V. Whether or not the spill was associated with a storm event. vi. Description of spill corrective action, including steps planned or taken to reduce, eliminate, and prevent reoccurrence of the overflow; and a schedule of major milestones for those steps. vii. Description of spill response activities. viii. Spill response completion date. ix. Whether or not there is an ongoing investigation, the reasons for the investigation and the expected date of completion. 181 Page 272 Abalone Cove Sewer System Management Plan X. Whether or not a beach closure occurred or may have occurred as a result of the SSO. A Whether or not health warnings were posted as a result of the SSO. xii. Name of beach(es) closed and/or impacted. If no beach was impacted, NA must be selected. xiii. Name of surface water(s) impacted. xiv. If water quality samples were collected, identify parameters the water quality samples were analyzed for. If no samples were taken, NA shall be selected. XV. If water quality samples were taken, identify which regulatory agencies received sample results (if applicable). If no samples were taken, NA shall be selected. xvi. Description of methodology(ies) and type of data relied upon for estimations of the SSO volume discharged and recovered. xvii. SSO Certification: Upon SSO Certification, the CIWQS Online SSO Database will issue a final SSO identification (ID) number. Draft Category 2 SSO Report: i. Items1-14 of Draft Category 1 SSO Report above. a. Final Certified Category 2 SSO Report: L Items 1-14 of Draft Category 1 SSO Report and Items 1-9 and17 of Final Certified Category 1 SSO Report above. b. Certified Category 3 SSO Report: L Items 1-14 of Draft Category 1 SSO Report and Items 1-6 and 17 of Final Certified Category 1 SSO Report above. c. If there are no SSOs during the calendar month, the City will certify, within 30 calendar days after the end of each calendar month, a "No Spill" certification statement in the CIWQS Online SSO Database certifying that there were no SSOs for the designated month. d. The City will submit and certify an SSO Technical Report in the CIWQS Online SSO Database within 45 calendar days of the SSO end date for any SSO in which 50,000 gallons or greater is spilled to surface waters. This report will include all requirements outlined in the Water Resources Control Board WDR monitoring and reporting program amendments. Note: the City operated and maintained sewer infrastructure does not have the capacity to hold 50,000 gallons or more, therefore, the City will rely on LA County SMD to fulfill this requirement in parts of the system operated and maintained by SMD. e. For reporting purposes, if one SSO event results in multiple appearance points, one SSO report will be completed in the CIWQS Online SSO Database which will include: the GPS coordinates for the location of the SSO appearance point closest to the failure point, blockage or location of the flow condition that caused the SSO, and descriptions of the locations of all other discharge points associated with the SSO event. 6.1.4. Agencies Telephone/Fax Numbers Agency Contacts Hours of Operation LA County Health Department (213) 974-1234 Answered on a 24-hour, 7 -day basis California Emergency 1-800-852-7550 Answered on a 24-hour, 7 -day Management Agency basis 191 Page 273 Abalone Cove Sewer System Management Plan Los Angeles Regional Water Quality Control Board (Region 4) Flood Maintenance Division East area South area West area State Water Resource Control Board (213)576-6600 (213)576-6650 (626)445-7630 (626) 798-6761 (562) 861-0316 (818) 896-0594 (818) 248-3842 http://ciwqs.waterboards.ca.gov/ Answered only during normal working hours Answered only during normal working hours Answered only during normal working hours Answered only during normal working hours 20 1 Page 274 Abalone Cove Sewer System Management Plan 6.1.5. Procedure to ensure that Staff and Contractors are Aware and are appropriately trained to follow Emergency Response Plan City staff is and its responding contractors are trained on emergency procedures for responding to an SSO. See Appendix G for more detail on SSO Response Procedures. 6.1.6. Procedure to Address Emergency Operations such as Crowd Control and other Necessary Response Activities The City utilizes the services of LA County Fire and Sheriff Departments when needed to control and protect the general public during emergency SSO operations. 6.1.7. Program to Eliminate or Minimize the Discharge of SSO into waters of the United States This is one of the main functions performed by the City. The roles played by the City are to ensure that the City's collection system has sufficient capacity for all operating conditions, ensuring that spills originating from the City maintained portion of the system do not impact receiving water bodies, and making sure that the SSO events are cleaned up and repaired properly. In the event that an SSO 50,000 gallons or greater is spilled to surface waters, the City is required to implement an SSO Water Quality Monitoring Program. The City owned and operated portion of the Collection System does not have the capacity to hold 50,000 gallons, therefore, the City will rely on the LA County Consolidated Sewer Maintenance District to perform this function for spills originating in SMD operated portions of the collection system. To date, there has been one Category 3 SSO (in 2007) originating from the Collection System. Appendix H contains a map of the SSO location along with the SSO CIWQS Report. 211 Page 275 Abalone Cove Sewer System Management Plan 7. FOG CONTROL PROGRAM The City has determined that a FOG control program is not needed, at this time, because the collection system connections are mainly residential (serving approximately serving 270 people). Their are currently no industrial or commercial facilities connected to the sewer system. Therefore, it is unnecessary to provide information pertaining to FOG inspections, grease trap installation, etc. However, the City may implement a public education outreach program to promote proper disposal of household FOG, to prevent blockages and FOG buildup if it is determined that this is needed. To date, there have been no FOG related capacity issues identified. 7.1. The Legal Authority to Prohibit Discharges to the System and Identify Measures to Prevent SSOs and Blockae-es Caused By Foa The legal authority to prohibit discharges of FOG into the sewer system is discussed in Chapter 3 of this document. The City may implement a public education outreach program in efforts to prevent SSOs and blockages caused by FOG should these sources become a problem. If it is determined that FOG is contributing and/or causing collection system blockages or overflows, a FOG control program will be implemented. 7.2. Cleaning Schedule for Identified FOG Prone Sewer Segments This function is performed by contractors working for the City. There are currently no known FOG "hot spots" within the residential areas of the Collection System. 221Page 276 Abalone Cove Sewer System Management Plan 8. SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN 8.1. System Evaluation and Capacity Assurance The City is responsible for ensuring that the public sewer infrastructure is correctly designed, adequately sized and easily maintained. The City also reviews all proposed sewer plans for new developments in the City to ensure that they conform to County design standards and particularly to ensure that requirements for acceptability for maintenance are met. 8.2. Adequate Capacity and Correct Design The Senior Engineer or hired qualified private company provides thorough review of all sewer plans for proposed development projects in the City to ensure that: 1) they are properly designed with sufficient capacity for current and future base, peak and wet weather flow demands; and 2) any impact of a proposed project on the existing sewer system is mitigated prior to being approved by the Senior Engineer. During construction, the projects are inspected by the Senior Engineer or hired construction inspectors to ensure that the sewer facilities are constructed in accordance with the approved plans and specifications. 8.3. Capacity Enhancement Plan The City is responsible for the collection system capacity enhancement program through its Capital Improvement Program. A private consultant, Dudek and Assoc., Inc. recently developed a Sewer System Master Plan that applied data collected outside of the Abalone Cove sewer system to identify hydraulic deficiencies that may exist in the system. The Master Plan concluded that the current rate structure in place in the Abalone Cove area (See Appendix F) is sufficient to fund the maintenance of the current system and that the existing grinder pumps and low pressure main connections are adequate for current flow scenarios. However, hydraulic modeling identified potential capacity related deficiencies. An evaluation will be conducted which will be used as a basis of establishing a short and long term Collection System Capital Improvement Program to address potential deficiencies. This Program will include a prioritization and implementation schedule for the improvement of hydraulic capacity and replacement of deficient assets. As soon as the results of this evaluation are analyzed, a schedule of any needed projects will be drafted. The Capital Improvement Program Plan is expected to be completed during FY 2014-15 and will be available at the City's Public Works Office at 30940 Hawthorne Blvd., Rancho Palos Verdes, Ca 90275. The City has allocated approximately $500,000 in the adopted fiscal year 2014/15 budget for Capital Improvements to the Collection System. 231 Page 277 Abalone Cove Sewer System Management Plan 9. MONITORING, MEASUREMENT, MODIFICATION PROGRAM 9.1. Monito The City will document all relevant data on SSOs that occur in the City (see Appendix G for SSO response data collection information and appropriate forms). Each SSO will trigger analysis by staff to determine the effectiveness of the City's SSMP. Appropriate changes to the SSMP and Collection System will be made or brought forward to the City Council for consideration. 9.2. SSMP Program Effectiveness Evaluation The evaluation of the City's SSMP Program Effectiveness will be based on such key performance indicators (Appendix 1) as the total number of overflows, overflow response time, reduction in repeated incidents of SSO at some location, total overflow equal to or greater than 1,000 gallons or reaching the waters of the United States and reduction in number of overflows that are caused by sewer capacity - related problems. The City intends to maintain the system to perform as it has since the system was installed. The City of Rancho Palos Verdes has established a goal of having a response person on site at a SSO site within thirty minutes following notification of a SSO during working hours. After hours and weekends, the goal is to have a response person at the site of a reported SSO within two hours. 9.3. Program Modification The City will continually update or modify key elements of its SSMP based on the results of the above mentioned monitoring and program effectiveness evaluations. The City will also make recommendations as necessary, on elements of the SSMP to be adjusted or revised within the City boundaries to better serve its residents. 24 1 Page 278 Abalone Cove Sewer System Management Plan 10. SSMP PROGRAM AUDIT AND CERTIFICATION 10.1. SSMP Program Audit The City will conduct an internal audit and prepare a report every two years. The audit will focus on evaluating the effectiveness of the SSMP and records of City's compliance actions during the audit period. The most recent report of the audit will be kept on file in the City's Director of Public Works office. 10.2. SSMP Certification The SSMP will be certified by the City Director of Public Works or authorized representative 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 will also complete the certification portion in the Online SSO Database Questionnaire (http://ciwqs.waterboards.ca.gov/) by checking the appropriate milestone box, printing and signing the automated form and sending the signed form to: State Water Resources Control Board Division of Water Quality Attn: SSO Program Manager P.O. Box 100 Sacramento, CA 95812 10.3. SSMP Modification and Re -certification The SSMP will be updated every five years (commencing in 2020) 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 re -certification. The re -certification shall be in accordance with the certification process described in Section 10.2 above. 251 Page 279 Abalone Cove Sewer System Management Plan 11. COMMUNICATION AND SSMP AVAILABILITY 11.1. Communication The City will provide all stakeholders and interested parties such as the general public and other agencies, with status updates on the development and implementation of the SSMP and consider comments made by them. The City will utilize media such as letters, newsletters, brochures, notices in newspapers, social media platforms, and the City's web page for conveying this information. 11.2. SSMP Availability Copies of the SSMP will be maintained in the City Director of Public Works' Office and posted on the City's web page. The document will also be made readily available to the Regional Water Quality Control Board (Region 4) upon request and to the operators of any collection system or treatment facility downstream of the City's system. 261Page 280 Abalone Cove Sewer System Management Plan Appendix A Waste Discharge Requirements 27 1 Page 281 STATE WATER RESOURCES CONTROL BOARD ORDER NO. 2006-0003-DWQ STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State Water Resources Control Board, hereinafter referred to as "State Water Board", finds that: 1. All federal and state agencies, municipalities, counties, districts, and other public entities that own or operate sanitary sewer systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly owned treatment facility in the State of California are required to comply with the terms of this Order. Such entities are hereinafter referred to as "Enrollees". 2. Sanitary sewer overflows (SSOs) are overflows from sanitary sewer systems of domestic wastewater, as well as industrial and commercial wastewater, depending on the pattern of land uses in the area served by the sanitary sewer system. SSOs often contain high levels of suspended solids, pathogenic organisms, toxic pollutants, nutrients, oxygen -demanding organic compounds, oil and grease and other pollutants. SSOs may cause a public nuisance, particularly when raw untreated wastewater is discharged to areas with high public exposure, such as streets or surface waters used for drinking, fishing, or body contact recreation. SSOs may pollute surface or ground waters, threaten public health, adversely affect aquatic life, and impair the recreational use and aesthetic enjoyment of surface waters. 3. Sanitary sewer systems experience periodic failures resulting in discharges that may affect waters of the state. There are many factors (including factors related to geology, design, construction methods and materials, age of the system, population growth, and system operation and maintenance), which affect the likelihood of an SSO. A proactive approach that requires Enrollees to ensure a system -wide operation, maintenance, and management plan is in place will reduce the number and frequency of SSOs within the state. This approach will in turn decrease the risk to human health and the environment caused by SSOs. 4. Major causes of SSOs include: grease blockages, root blockages, sewer line flood damage, manhole structure failures, vandalism, pump station mechanical failures, power outages, excessive storm or ground water inflow/infiltration, debris blockages, sanitary sewer system age and construction material failures, lack of proper operation and maintenance, insufficient capacity and contractor - caused damages. Many SSOs are preventable with adequate and appropriate facilities, source control measures and operation and maintenance of the sanitary sewer system. 282 State Water Resources Control Board Order No. 2006-0003-DWQ Page 2 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 SEWER SYSTEM MANAGEMENT PLANS 5. To facilitate proper funding and management of sanitary sewer systems, each Enrollee must develop and implement a system -specific Sewer System Management Plan (SSMP). To be effective, SSMPs must include provisions to provide proper and efficient management, operation, and maintenance of sanitary sewer systems, while taking into consideration risk management and cost benefit analysis. Additionally, an SSMP must contain a spill response plan that establishes standard procedures for immediate response to an SSO in a manner designed to minimize water quality impacts and potential nuisance conditions. 6. Many local public agencies in California have already developed SSMPs and implemented measures to reduce SSOs. These entities can build upon their existing efforts to establish a comprehensive SSMP consistent with this Order. Others, however, still require technical assistance and, in some cases, funding to improve sanitary sewer system operation and maintenance in order to reduce SSOs. 7. SSMP certification by technically qualified and experienced persons can provide a useful and cost-effective means for ensuring that SSMPs are developed and implemented appropriately. 8. It is the State Water Board's intent to gather additional information on the causes and sources of SSOs to augment existing information and to determine the full extent of SSOs and consequent public health and/or environmental impacts occurring in the State. 9. Both uniform SSO reporting and a centralized statewide electronic database are needed to collect information to allow the State Water Board and Regional Water Quality Control Boards (Regional Water Boards) to effectively analyze the extent of SSOs statewide and their potential impacts on beneficial uses and public health. The monitoring and reporting program required by this Order and the attached Monitoring and Reporting Program No. 2006-0003-DWQ, are necessary to assure compliance with these waste discharge requirements (WDRs). 10. Information regarding SSOs must be provided to Regional Water Boards and other regulatory agencies in a timely manner and be made available to the public in a complete, concise, and timely fashion. 11. Some Regional Water Boards have issued WDRs or WDRs that serve as National Pollution Discharge Elimination System (NPDES) permits to sanitary sewer system owners/operators within their jurisdictions. This Order establishes minimum requirements to prevent SSOs. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, Regional Water Boards may issue more stringent or more 283 State Water Resources Control Board Order No. 2006-0003-DWQ Page 3 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 prescriptive WDRs for sanitary sewer systems. Upon issuance or reissuance of a Regional Water Board's WDRs for a system subject to this Order, the Regional Water Board shall coordinate its requirements with stated requirements within this Order, to identify requirements that are more stringent, to remove requirements that are less stringent than this Order, and to provide consistency in reporting. REGULATORY CONSIDERATIONS 12. California Water Code section 13263 provides that the State Water Board may prescribe general WDRs for a category of discharges if the State Water Board finds or determines that: • The discharges are produced by the same or similar operations; • The discharges involve the same or similar types of waste; • The discharges require the same or similar treatment standards; and • The discharges are more appropriately regulated under general discharge requirements than individual discharge requirements. This Order establishes requirements for a class of operations, facilities, and discharges that are similar throughout the state. 13. The issuance of general WDRs to the Enrollees will: a) Reduce the administrative burden of issuing individual WDRs to each Enrollee; b) Provide for a unified statewide approach for the reporting and database tracking of SSOs; C) Establish consistent and uniform requirements for SSMP development and implementation; d) Provide statewide consistency in reporting; and e) Facilitate consistent enforcement for violations. 14. The beneficial uses of surface waters that can be impaired by SSOs include, but are not limited to, aquatic life, drinking water supply, body contact and non - contact recreation, and aesthetics. The beneficial uses of ground water that can be impaired include, but are not limited to, drinking water and agricultural supply. Surface and ground waters throughout the state support these uses to varying degrees. 15. The implementation of requirements- )set forth in this Order will ensure the reasonable protection of past, present, and probable future beneficial uses of water and the prevention of nuisance. The requirements implement the water quality control plans (Basin Plans) for each region and take into account the environmental characteristics of hydrographic units within the state. Additionally, the State Water Board has considered water quality conditions that could reasonably be achieved through the coordinated control of all factors that affect • State Water Resources Control Board Order No. 2006-0003-DWQ Page 4 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 water quality in the area, costs associated with compliance with these requirements, the need for developing housing within California, and the need to develop and use recycled water. 16. The Federal Clean Water Act largely prohibits any discharge of pollutants from a point source to waters of the United States except as authorized under an NPDES permit. In general, any point source discharge of sewage effluent to waters of the United States must comply with technology-based, secondary treatment standards, at a minimum, and any more stringent requirements necessary to meet applicable water quality standards and other requirements. Hence, the unpermitted discharge of wastewater from a sanitary sewer system to waters of the United States is illegal under the Clean Water Act. In addition, many Basin Plans adopted by the Regional Water Boards contain discharge prohibitions that apply to the discharge of untreated or partially treated wastewater. Finally, the California Water Code generally prohibits the discharge of waste to land prior to the filing of any required report of waste discharge and the subsequent issuance of either WDRs or a waiver of WDRs. 17. California Water Code section 13263 requires a water board to, after any necessary hearing, prescribe requirements as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. The requirements shall, among other things, take into consideration the need to prevent nuisance. 18. California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. c. Occurs during, or as a result of, the treatment or disposal of wastes. 19. This Order is consistent with State Water Board Resolution No. 68-16 (Statement of Policy with Respect to Maintaining High Quality of Waters in California) in that the Order imposes conditions to prevent impacts to water quality, does not allow the degradation of water quality, will not unreasonably affect beneficial uses of water, and will not result in water quality less than prescribed in State Water Board or Regional Water Board plans and policies. 20. The action to adopt this General Order is exempt from the California Environmental Quality Act (Public Resources Code §21000 et seq.) because it is an action taken by a regulatory agency to assure the protection of the environment and the regulatory process involves procedures for protection of the environment. (Cal. Code Regs., tit. 14, §15308). In addition, the action to adopt 285 State Water Resources Control Board Order No. 2006-0003-DWQ Page 5 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 this Order is exempt from CEQA pursuant to Cal.Code Regs., title 14, §15301 to the extent that it applies to existing sanitary sewer collection systems that constitute "existing facilities" as that term is used in Section 15301, and §15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion of capacity. 21. The Fact Sheet, which is incorporated by reference in the Order, contains supplemental information that was also considered in establishing these requirements. 22. The State Water Board has notified all affected public agencies and all known interested persons of the intent to prescribe general WDRs that require Enrollees to develop SSMPs and to report all SSOs. 23. The State Water Board conducted a public hearing on February 8, 2006, to receive oral and written comments on the draft order. The State Water Board received and considered, at its May 2, 2006, meeting, additional public comments on substantial changes made to the proposed general WDRs following the February 8, 2006, public hearing. The State Water Board has considered all comments pertaining to the proposed general WDRs. IT IS HEREBY ORDERED, that pursuant to California Water Code section 13263, the Enrollees, their agents, successors, and assigns, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted hereunder, shall comply with the following: A. DEFINITIONS Sanitary sewer overflow (SSO) - Any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include: (i) Overflows or releases of untreated or partially treated wastewater that reach waters of the United States; (ii) Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and (iii) Wastewater backups into buildings and on private property that are caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system. 2. Sanitary sewer system — Any system of pipes, pump stations, sewer lines, or other conveyances, upstream of a wastewater treatment plant headworks used to collect and convey wastewater to the publicly owned treatment facility. Temporary storage and conveyance facilities (such as vaults, temporary piping, construction trenches, wet wells, impoundments, tanks, etc.) are considered to be part of the sanitary sewer system, and discharges into these temporary storage facilities are not considered to be SSOs. State Water Resources Control Board Order No. 2006-0003-DWQ Page 6 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 For purposes of this Order, sanitary sewer systems include only those systems owned by public agencies that are comprised of more than one mile of pipes or sewer lines. 3. Enrollee - A federal or state agency, municipality, county, district, and other public entity that owns or operates a sanitary sewer system, as defined in the general WDRs, and that has submitted a complete and approved application for coverage under this Order. 4. SSO Reporting System — Online spill reporting system that is hosted, controlled, and maintained by the State Water Board. The web address for this site is http://ciwqs.waterboards.ca.gov. This online database is maintained on a secure site and is controlled by unique usernames and passwords. 5. Untreated or partially treated wastewater — Any volume of waste discharged from the sanitary sewer system upstream of a wastewater treatment plant headworks. 6. Satellite collection system — The portion, if any, of a sanitary sewer system owned or operated by a different public agency than the agency that owns and operates the wastewater treatment facility to which the sanitary sewer system is tributary. 7. Nuisance - California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. c. Occurs during, or as a result of, the treatment or disposal of wastes. B. APPLICATION REQUIREMENTS Deadlines for Application — All public agencies that currently own or operate sanitary sewer systems within the State of California must apply for coverage under the general WDRs within six (6) months of the date of adoption of the general WDRs. Additionally, public agencies that acquire or assume responsibility for operating sanitary sewer systems after the date of adoption of this Order must apply for coverage under the general WDRs at least three (3) months prior to operation of those facilities. 2. Applications under the general WDRs — In order to apply for coverage pursuant to the general WDRs, a legally authorized representative for each agency must submit a complete application package. Within sixty (60) days of adoption of the general WDRs, State Water Board staff will send specific instructions on how to 287 State Water Resources Control Board Order No. 2006-0003-DWQ Page 7 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 apply for coverage under the general WDRs to all known public agencies that own sanitary sewer systems. Agencies that do not receive notice may obtain applications and instructions online on the Water Board's website. 3. Coverage under the general WDRs — Permit coverage will be in effect once a complete application package has been submitted and approved by the State Water Board's Division of Water Quality. C. PROHIBITIONS 1. Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited. 2. Any SSO that results in a discharge of untreated or partially treated wastewater that creates a nuisance as defined in California Water Code Section 13050(m) is prohibited. D. PROVISIONS 1. The Enrollee must comply with all conditions of this Order. Any noncompliance with this Order constitutes a violation of the California Water Code and is grounds for enforcement action. 2. It is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with the general WDRs. Nothing in the general WDRs shall be: (i) Interpreted or applied in a manner inconsistent with the Federal Clean Water Act, or supersede a more specific or more stringent state or federal requirement in an existing permit, regulation, or administrative/judicial order or Consent Decree; (ii) Interpreted or applied to authorize an SSO that is illegal under either the Clean Water Act, an applicable Basin Plan prohibition or water quality standard, or the California Water Code; (iii) Interpreted or applied to prohibit a Regional Water Board from issuing an individual NPDES permit or WDR, superseding this general WDR, for a sanitary sewer system, authorized under the Clean Water Act or California Water Code; or (iv) Interpreted or applied to supersede any more specific or more stringent WDRs or enforcement order issued by a Regional Water Board. 3. The Enrollee shall take all feasible steps to eliminate SSOs. In the event that an SSO does occur, the Enrollee shall take all feasible steps to contain and mitigate the impacts of an SSO. 4. In the event of an SSO, the Enrollee shall take all feasible steps to prevent untreated or partially treated wastewater from discharging from storm drains into State Water Resources Control Board Order No. 2006-0003-DWQ Page 8 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 flood control channels or waters of the United States by blocking the storm drainage system and by removing the wastewater from the storm drains. 5. All SSOs must be reported in accordance with Section G of the general WDRs. 6. In any enforcement action, the State and/or Regional Water Boards will consider the appropriate factors under the duly adopted State Water Board Enforcement Policy. And, consistent with the Enforcement Policy, the State and/or Regional Water Boards must consider the Enrollee's efforts to contain, control, and mitigate SSOs when considering the California Water Code Section 13327 factors. In assessing these factors, the State and/or Regional Water Boards will also consider whether: (i) The Enrollee has complied with the requirements of this Order, including requirements for reporting and developing and implementing a SSMP; (ii) The Enrollee can identify the cause or likely cause of the discharge event; (iii) There were no feasible alternatives to the discharge, such as temporary storage or retention of untreated wastewater, reduction of inflow and infiltration, use of adequate backup equipment, collecting and hauling of untreated wastewater to a treatment facility, or an increase in the capacity of the system as necessary to contain the design storm event identified in the SSMP. It is inappropriate to consider the lack of feasible alternatives, if the Enrollee does not implement a periodic or continuing process to identify and correct problems. (iv)The discharge was exceptional, unintentional, temporary, and caused by factors beyond the reasonable control of the Enrollee; (v) The discharge could have been prevented by the exercise of reasonable control described in a certified SSMP for: • Proper management, operation and maintenance; • Adequate treatment facilities, sanitary sewer system facilities, and/or components with an appropriate design capacity, to reasonably prevent SSOs (e.g., adequately enlarging treatment or collection facilities to accommodate growth, infiltration and inflow (1/1), etc.); • Preventive maintenance (including cleaning and fats, oils, and grease (FOG) control); • Installation of adequate backup equipment; and • Inflow and infiltration prevention and control to the extent practicable. (vi)The sanitary sewer system design capacity is appropriate to reasonably prevent SSOs. • State Water Resources Control Board Order No. 2006-0003-DWQ Page 9 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) The Enrollee took all reasonable steps to stop and mitigate the impact of the discharge as soon as possible. 7. When a sanitary sewer overflow occurs, the Enrollee shall take all feasible steps and necessary remedial actions to 1) control or limit the volume of untreated or partially treated wastewater discharged, 2) terminate the discharge, and 3) recover as much of the wastewater discharged as possible for proper disposal, including any wash down water. The Enrollee shall implement all remedial actions to the extent they may be applicable to the discharge and not inconsistent with an emergency response plan, including the following: (i) Interception and rerouting of untreated or partially treated wastewater flows around the wastewater line failure; (ii) Vacuum truck recovery of sanitary sewer overflows and wash down water; (iii) Cleanup of debris at the overflow site; (iv) System modifications to prevent another SSO at the same location; (v) Adequate sampling to determine the nature and impact of the release; and (vi) Adequate public notification to protect the public from exposure to the SSO. 8. The Enrollee shall properly, manage, operate, and maintain all parts of the sanitary sewer system owned or operated by the Enrollee, and shall ensure that the system operators (including employees, contractors, or other agents) are adequately trained and possess adequate knowledge, skills, and abilities. 9. The Enrollee shall allocate adequate resources for the operation, maintenance, and repair of its sanitary sewer system, by establishing a proper rate structure, accounting mechanisms, and auditing procedures to ensure an adequate measure of revenues and expenditures. These procedures must be in compliance with applicable laws and regulations and comply with generally acceptable accounting practices. 10. The Enrollee shall provide adequate capacity to convey base flows and peak flows, including flows related to wet weather events. Capacity shall meet or exceed the design criteria as defined in the Enrollee's System Evaluation and Capacity Assurance Plan for all parts of the sanitary sewer system owned or operated by the Enrollee. 11. The Enrollee shall develop and implement a written Sewer System Management Plan (SSMP) and make it available to the State and/or Regional Water Board upon request. A copy of this document must be publicly available at the Enrollee's office and/or available on the Internet. This SSMP must be approved by the Enrollee's governing board at a public meeting. 290 State Water Resources Control Board Order No. 2006-0003-DWQ Page 90 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 12. In accordance with the California Business and Professions Code sections 6735, 7835, and 7835.1, all engineering and geologic evaluations and judgments shall be performed by or under the direction of registered professionals competent and proficient in the fields pertinent to the required activities. Specific elements of the SSMP that require professional evaluation and judgments shall be prepared by or under the direction of appropriately qualified professionals, and shall bear the professional(s)' signature and stamp. 13. The mandatory elements of the SSMP are specified below. However, if the Enrollee believes that any element of this section is not appropriate or applicable to the Enrollee's sanitary sewer system, the SSMP program does not need to address that element. The Enrollee must justify why that element is not applicable. The SSMP must be approved by the deadlines listed in the SSMP Time Schedule below. Sewer System Management Plan (SSMP) (i) Goal: The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system. This will help reduce and prevent SSOs, as well as mitigate any SSOs that do occur. (ii) Organization: The SSMP must identify: (a) The name of the responsible or authorized representative as described in Section J of this Order. (b) The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of authority through an organization chart or similar document with a narrative explanation; and (c) The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and/or State Office of Emergency Services (OES)). (iii) Legal Authority: Each Enrollee must demonstrate, through sanitary sewer system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to: (a) Prevent illicit discharges into its sanitary sewer system (examples may include 1/1, stormwater, chemical dumping, unauthorized debris and cut roots, etc.); 291 State Water Resources Control Board Order No. 2006-0003-DWQ Page 11 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (b) Require that sewers and connections be properly designed and constructed; (c) Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the Public Agency; (d) Limit the discharge of fats, oils, and grease and other debris that may cause blockages, and (e) Enforce any violation of its sewer ordinances. (iv) Operation and Maintenance Program. The SSMP must include those elements listed below that are appropriate and applicable to the Enrollee's system: (a) Maintain an up-to-date map of the sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater conveyance facilities; (b) Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventative Maintenance (PM) program should have a system to document scheduled and conducted activities, such as work orders; (c) Develop a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and long- term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan; (d) Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; and 292 State Water Resources Control Board Order No. 2006-0003-DWQ Page 12 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (e) Provide equipment and replacement part inventories, including identification of critical replacement parts. (v) Design and Performance Provisions: (a) Design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and (b) Procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects. (vi) Overflow Emergency Response Plan - Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minimum, this plan must include the following: (a) Proper notification procedures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner; (b) A program to ensure an appropriate response to all overflows; (c) Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e.g. health agencies, Regional Water Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters of the State in accordance with the MRP. All SSOs shall be reported in accordance with this MRP, the California Water Code, other State Law, and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP should identify the officials who will receive immediate notification; (d) Procedures to ensure that appropriate staff and contractor personnel are aware of and follow the Emergency Response Plan and are appropriately trained; (e) Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and (f) A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the United States and to minimize or correct any adverse impact on the environment resulting from the SSOs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge. 293 State Water Resources Control Board Order No. 2006-0003-DWQ Page 13 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) FOG Control Program: Each Enrollee shall evaluate its service area to determine whether a FOG control program is needed. If an Enrollee determines that a FOG program is not needed, the Enrollee must provide justification for why it is not needed. If FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. This plan shall include the following as appropriate: (a) An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG; (b) A plan and schedule for the disposal of FOG generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed to adequately dispose of FOG generated within a sanitary sewer system service area; (c) The.legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG; (d) Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, BMP requirements, record keeping and reporting requirements; (e) Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the FOG ordinance; (f) An identification of sanitary sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and (g) Development and implementation of source control measures for all sources of FOG discharged to the sanitary sewer system for each section identified in (f) above. (viii) System Evaluation and Capacity Assurance Plan: The Enrollee shall prepare and implement a capital improvement plan (CIP) that will provide hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions, as well as the appropriate design storm or wet weather event. At a minimum, the plan must include: (a) Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency. The evaluation must provide estimates -of peak flows (including flows from SSOs 294 State Water Resources Control Board Order No. 2006-0003-DWQ Page 14 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 that escape from the system) associated with conditions similar to those causing overflow events, estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events; (b) Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; and (c) Capacity Enhancement Measures: The steps needed to establish a short- and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, 1/1 reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding. (d) Schedule: The Enrollee shall develop a schedule of completion dates for all portions of the capital improvement program developed in (a) -(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements as described in Section D. 14. (ix) Monitoring, Measurement, and Program Modifications: The Enrollee shall: (a) Maintain relevant information that can be used to establish and prioritize appropriate SSMP activities; (b) Monitor the implementation and, where appropriate, measure the effectiveness of each element of the SSMP; (c) Assess the success of the preventative maintenance program; (d) Update program elements, as appropriate, based on monitoring or performance evaluations; and (e) Identify and illustrate SSO trends, including: frequency, location, and volume. (x) SSMP Program Audits - As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur every two years and a report must be prepared and kept ori file. This audit shall focus on evaluating the effectiveness of the SSMP and the 295 State Water Resources Control Board Order No. 2006-0003-DWQ Page 15 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 Enrollee's compliance with the SSMP requirements identified in this subsection (D.13), including identification of any deficiencies in the SSMP and steps to correct them. (xi) Communication Program — The Enrollee shall communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented. The Enrollee shall also create a plan of communication with systems that are tributary and/or satellite to the Enrollee's sanitary sewer system. 14. Both the SSMP and the Enrollee's program to implement the SSMP must be certified by the Enrollee to be in compliance with the requirements set forth above and must be presented to the Enrollee's governing board for approval at a public meeting. The Enrollee shall certify that the SSMP, and subparts thereof, are in compliance with the general WDRs within the time frames identified in the time schedule provided in subsection D.15, below. In order to complete this certification, the Enrollee's authorized representative must complete the certification portion in the Online SSO Database Questionnaire by checking the appropriate milestone box, printing and signing the automated form, and sending the form to: State Water Resources Control Board Division of Water Quality Attn: SSO Program Manager P.O. Box 100 Sacramento, CA 95812 The SSMP must be updated every five (5) years, and must include any significant program changes. Re -certification by the governing board of the Enrollee is required in accordance with D.14 when significant updates to the SSMP are made. To complete the re -certification process, the Enrollee shall enter the data in the Online SSO Database and mail the form to the State Water Board, as described above. 15. The Enrollee shall comply with these requirements according to the following schedule. This time schedule does not supersede existing requirements or time schedules associated with other permits or regulatory requirements. 296 State Water Resources Control Board Order No. 2006-0003-DWQ Page 16 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 Sewer System Management Plan Time Schedule Task and Completion Date Associated Section Population > Population Population Population < 100,000 between 100,000 between 10,000 2,500 and 10,000 and 2,500 Application for Permit Coverage 6 months after WDRs Adoption Section C Reporting Program 6 months after WDRs Adoption Section G SSMP Development 9 months after 12 months after 15 months after 18 months after Plan and Schedule WDRs Adoption WDRs Adoption WDRs WDRs 2 Nos specific Section Adoption Adoption Goals and Organization Structure 12 months after WDRs Adoption 18 months after WDRs Adoption Section D 13 (i) & (ii) Overflow Emergency Response Program Section D 13 (vi) Legal Authority Section D 13 iii 24 months after 30 months after 36 months after 39 months after Operation and WDRs Adoption WDRs Adoption WDRs WDRs Maintenance Program Adoption2 Adoption2 Section D 13 iv Grease Control Program Section D 13 (vii) Design and Performance Section D 13 v System Evaluation and Capacity Assurance Plan 36 months after 39 months after 48 months after 51 months after Section D 13 WDRs Adoption WDRs Adoption WDRs Adoption WDRs Adoption Final SSMP, incorporating all of the SSMP requirements Section D 13 297 State Water Resources Control Board Order No. 2006-0003-DWQ Page 17 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 In the event that by July 1, 2006 the Executive Director is able to execute a memorandum of agreement (MOA) with the California Water Environment Association (CWEA) or discharger representatives outlining a strategy and time schedule for CWEA or another entity to provide statewide training on the adopted monitoring program, SSO database electronic reporting, and SSMP development, consistent with this Order, then the schedule of Reporting Program Section G shall be replaced with the following schedule: Reporting Program Section G Regional Boards 4, 8, and 9 8 months after WDRs Adoption Regional Boards 1, 2, and 3 12 months after WDRs Adoption Regional Boards 5, 6, and 7 16 months after WDRs Adoption If this MOU is not executed by July 1, 2006, the reporting program time schedule will remain six (6) months for all regions and agency size categories. 2. In the event that the Executive Director executes the MOA identified in note 1 by July 1, 2006, then the deadline for this task shall be extended by six (6) months. The time schedule identified in the MOA must be consistent with the extended time schedule provided by this note. If the MOA is not executed by July 1, 2006, the six (6) month time extension will not be granted. E. WDRs and SSMP AVAILABILITY 1. A copy of the general WDRs and the certified SSMP shall be maintained at appropriate locations (such as the Enrollee's offices, facilities, and/or Internet homepage) and shall be available to sanitary sewer system operating and maintenance personnel at all times. F. ENTRY AND INSPECTION The Enrollee shall allow the State or Regional Water Boards or their authorized representative, upon presentation of credentials and other documents as may be required by law, to: a. Enter upon the Enrollee's premises where a regulated facility or activity is located or conducted, or where records are kept under the conditions of this Order; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Order; • State Water Resources Control Board Order No. 2006-0003-DWQ Page 18 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Order; and d. Sample or monitor at reasonable times, for the purposes of assuring compliance with this Order or as otherwise authorized by the California Water Code, any substances or parameters at any location. G. GENERAL MONITORING AND REPORTING REQUIREMENTS The Enrollee shall furnish to the State or Regional Water Board, within a reasonable time, any information that the State or Regional Water Board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this Order. The Enrollee shall also furnish to the Executive Director of the State Water Board or Executive Officer of the applicable Regional Water Board, upon request, copies of records required to be kept by this Order. 2. The Enrollee shall comply with the attached Monitoring and Reporting Program No. 2006-0003 and future revisions thereto, as specified by the Executive Director. Monitoring results shall be reported at the intervals specified in Monitoring and Reporting Program No. 2006-0003. Unless superseded by a specific enforcement Order for a specific Enrollee, these reporting requirements are intended to replace other mandatory routine written reports associated with SSOs. 3. All Enrollees must obtain SSO Database accounts and receive a "Username" and "Password" by registering through the California Integrated Water Quality System (CIWQS). These accounts will allow controlled and secure entry into the SSO Database. Additionally, within 30days of receiving an account and prior to recording spills into the SSO Database, all Enrollees must complete the "Collection System Questionnaire", which collects pertinent information regarding a Enrollee's collection system. The "Collection System Questionnaire" must be updated at least every 12 months. 4. Pursuant to Health and Safety Code section 5411.5, any person who, without regard to intent or negligence, causes or permits any untreated wastewater or other waste to be discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State, as soon as that person has knowledge of the discharge, shall immediately notify the local health officer of the discharge. Discharges of untreated or partially treated wastewater to storm drains and drainage channels, whether man-made or natural or concrete -lined, shall be reported as required above. Any SSO greater than 1,000 gallons discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State shall also be reported to the Office of Emergency Services pursuant to California Water Code section 13271. 299 State Water Resources Control Board Order No. 2006-0003-DWQ Page 19 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 H. CHANGE IN OWNERSHIP This Order is not transferable to any person or party, except after notice to the Executive Director. The Enrollee shall submit this notice in writing at least 30 days in advance of any proposed transfer. The notice must include a written agreement between the existing and new Enrollee containing a specific date for the transfer of this Order's responsibility and coverage between the existing Enrollee and the new Enrollee. This agreement shall include an acknowledgement that the existing Enrollee is liable for violations up to the transfer date and that the new Enrollee is liable from the transfer date forward. I. INCOMPLETE REPORTS 1. If an Enrollee becomes aware that it failed to submit any relevant facts in any report required under this Order, the Enrollee shall promptly submit such facts or information by formally amending the report in the Online SSO Database. J. REPORT DECLARATION 1. All applications, reports, or information shall be signed and certified as follows: (i) All reports required by this Order and other information required by the State or Regional Water Board shall be signed and certified by a person designated, for a municipality, state, federal or other public agency, as either a principal executive officer or ranking elected official, or by a duly authorized representative of that person, as described in paragraph (ii) of this provision. (For purposes of electronic reporting, an electronic signature and accompanying certification, which is in compliance with the Online SSO database procedures, meet this certification requirement.) (ii) An individual is a duly authorized representative only if: (a) The authorization is made in writing by a person described in paragraph (i) of this provision; and (b) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity. K. CIVIL MONETARY REMEDIES FOR DISCHARGE VIOLATIONS The California Water Code provides various enforcement options, including civil monetary remedies, for violations of this Order. 2. The California Water Code also provides that any person failing or refusing to furnish technical or monitoring program reports, as required under this Order, or 300 State Water Resources Control Board Order No. 2006-0003-DWQ Page 20 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 falsifying any information provided in the technical or monitoring reports is subject to civil monetary penalties. L. SEVERABILITY 1. The provisions of this Order are severable, and if any provision of this Order, or the application of any provision of this Order to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this Order, shall not be affected thereby. 2. This order does not convey any property rights of any sort or any exclusive privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, nor protect the Enrollee from liability under federal, state or local laws, nor create a vested right for the Enrollee to continue the waste discharge. CERTIFICATION The undersigned Clerk to the State Water Board does hereby certify that the foregoing is a full, true, and correct copy of general WDRs duly and regularly adopted at a meeting of the State Water Resources Control Board held on May 2, 2006. AYE: Tam M. Doduc Gerald D. Secundy NO: Arthur G. Baggett ABSENT: None ABSTAIN: None C Song Her Clerk to the Board 301 STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD ORDER NO. WQ 2013 -0058 -EXEC AMENDING MONITORING AND REPORTING PROGRAM FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State of California, Water Resources Control Board (hereafter State Water Board) finds: 1. The State Water Board is authorized to prescribe statewide general Waste Discharge Requirements (WDRs) for categories of discharges that involve the same or similar operations and the same or similar types of waste pursuant to Water Code section 13263(i). 2. Water Code section 13193 et seq. requires the Regional Water Quality Control Boards (Regional Water Boards) and the State Water Board (collectively, the Water Boards) to gather Sanitary Sewer Overflow (SSO) information and make this information available to the public, including but not limited to, SSO cause, estimated volume, location, date, time, duration, whether or not the SSO reached or may have reached waters of the state, response and corrective action taken, and an enrollee's contact information for each SSO event. An enrollee is defined as the public entity having legal authority over the operation and maintenance of, or capital improvements to, a sanitary sewer system greater than one mile in length. 3. Water Code section 13271, et seq. requires notification to the California Office of Emergency Services (Cal OES), formerly the California Emergency Management Agency, for certain unauthorized discharges, including SSOs. 4. On May 2, 2006, the State Water Board adopted Order 2006-0003-DWQ, "Statewide Waste Discharge Requirements for Sanitary Sewer Systems"' (hereafter SSS WDRs) to comply with Water Code section 13193 and to establish the framework for the statewide SSO Reduction Program. 5. Subsection G.2 of the SSS WDRs and the Monitoring and Reporting Program (MRP) provide that the Executive Director may modify the terms of the MRP at any time. 6. On February 20, 2008, the State Water Board Executive Director adopted a revised MRP for the SSS WDRs to rectify early notification deficiencies and ensure that first responders are notified in a timely manner of SSOs discharged into waters of the state. 7. When notified of an SSO that reaches a drainage channel or surface water of the state, Cal OES, pursuant to Water Code section 13271(a)(3), forwards the SSO notification information to local government agencies and first responders including local public health officials and the applicable Regional Water Board. Receipt of notifications for a single SSO event from both the SSO reporter ' Available for download at: hitp://www.waterboards.ca.gov/board decisions/adopted orders/water quality/2006/wpo/wgo2006 0003.pdf 2 Cal OES Hazardous Materials Spill Reports available Online at: http://w3.calema.ca.govloperationaUmalhaz.nsf/$defaultview and,hftp:/lw3.calema.ca.gov/or)erational/malhaz.nsf 302 Monitoring and Reporting Program Order No. WQ 2093 -0058 -EXEC Page 2 of 2 Statewide Waste Discharge Requirements for Sanitary Sewer Systems and Cal OES is duplicative. To address this, the SSO notification requirements added by the February 20, 2008 MRP revision are being removed in this MRP revision. 8. In the February 28, 2008 Memorandum of Agreement between the State Water Board and the California Water and Environment Association (CWEA), the State Water Board committed to re- designing the CIWQS3 Online SSO Database to allow "event" based SSO reporting versus the original "location" based reporting. Revisions to this MRP and accompanying changes to the CIWQS Online SSO Database will implement this change by allowing for multiple SSO appearance points to be associated with each SSO event caused by a single asset failure. 9. Based on stakeholder input and Water Board staff experience implementing the SSO Reduction Program, SSO categories have been revised in this MRP. In the prior version of the MRP, SSOs have been categorized as Category 1 or Category 2. This MRP implements changes to SSO categories by adding a Category 3 SSO type. This change will improve data management to further assist Water Board staff with evaluation of high threat and low threat SSOs by placing them in unique categories (i.e., Category 1 and Category 3, respectively). This change will also assist enrollees in identifying SSOs that require Cal OES notification. 10. Based on over six years of implementation of the SSS WDRs, the State Water Board concludes that the February 20, 2008 MRP must be updated to better advance the SSO Reduction Program4 objectives, assess compliance, and enforce the requirements of the SSS WDRs. IT IS HEREBY ORDERED THAT; Pursuant to the authority delegated by Water Code section 13267(f), Resolution 2002-0104, and Order 2006-0003-DWQ, the MRP for the SSS WDRs (Order 2006-0003-DWQ) is hereby amended as shown in Attachment A and shall be effective on September 9, 2013. Date homas Howard lf�Executive Director 3 California Integrated Water Quality System (CIWQS) publicly available at hftp;//www.waterboards.ca.gov/Ciwcls/l)ubliereports.shtml 4 Statewide Sanitary Sewer Overflow Reduction Program information is available at; http://www,waterboards.ca.gov/water issues/programs/sso/ 303 ATTACHMENT A STATE WATER RESOURCES CONTROL BOARD ORDER NO. WQ 2013 -0058 -EXEC AMENDING MONITORING AND REPORTING PROGRAM FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS This Monitoring and Reporting Program (MRP) establishes monitoring, record keeping, reporting and public notification requirements for Order 2006-0003-DWQ, "Statewide General Waste Discharge Requirements for Sanitary Sewer Systems" (SSS WDRs). This MRP shall be effective from September 9, 2013 until it is rescinded. The Executive Director may make revisions to this MRP at any time. These revisions may include a reduction or increase in the monitoring and reporting requirements. All site specific records and data developed pursuant to the SSS WDRs and this MRP shall be complete, accurate, and justified by evidence maintained by the enrollee. Failure to comply with this MRP may subject an enrollee to civil liabilities of up to $5,000 a day per violation pursuant to Water Code section 13350; up to $1,000 a day per violation pursuant to Water Code section 13268; or referral to the Attorney General for judicial civil enforcement. The State Water Resources Control Board (State Water Board) reserves the right to take any further enforcement action authorized by law. A. SUMMARY OF MRP REQUIREMENTS Table 1 — Spill Categories and Definitions 304 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Statewide Waste Discharge Requirements for Sanitary Sewer Systems Page 2 of 11 Table 2 — Notification, Reporting, Monitoring, and Record Keeping Requirements Category 1 SSO: Submit draft report within three business days of becoming aware of the SSO and certify within 15 calendar days of SSO end date. Category 2 SSO: Submit draft report within 3 business days of becoming aware of the SSO and certify within 15 calendar days of the SSO end date. Category 3 SSO: Submit certified report within 30 calendar days of the end of month in which SSO the occurred. SSO Technical Report: Submit within 45 calendar days after the end date of any Category 1 SSO in which 50,000 gallons or greater are spilled to surface waters. "No Spill" Certification: Certify that no SSOs occurred within 30 calendar days of the end of the month or, if reporting quarterly, the quarter in which no SSOs occurred. Collection System Questionnaire: certify every 12 months. Records documenting Sanitary Sewer Management Plan (SSMP) implementation and changes/updates to the SSMP. Records to document Water Quality Monitoring for SSOs of 50,000 gallons or greater spilled to surface waters. Collection system telemetry records if relied upon to document and/or estimate SSO Volume. Enter data into the CIWQS Online SSO Database (http://ciwgs.waterboard s.ca. gov/), certified by enrollee's Legally Responsible Official(s). Self -maintained records shall be available during inspections or upon request. 305 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 3 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems B. NOTIFICATION REQUIREMENTS Although Regional Water Quality Control Boards (Regional Water Boards) and the State Water Board (collectively, the Water Boards) staff do not have duties as first responders, this MRP is an appropriate mechanism to ensure that the agencies that have first responder duties are notified in a timely manner in order to protect public health and beneficial uses. For any Category 1 SSO greater than or equal to 1,000 gallons that results in a discharge to a surface water or spilled in a location where it probably will be discharged to surface water, either directly or by way of a drainage channel or MS4, the enrollee shall, as soon as possible, but not later than two (2) hours after (A) the enrollee has knowledge of the discharge, (B) notification is possible, and (C) notification can be provided without substantially impeding cleanup or other emergency measures, notify the Cal OES and obtain a notification control number. 2. To satisfy notification requirements for each applicable SSO, the enrollee shall provide the information requested by Cal OES before receiving a control number. Spill information requested by Cal OES may include: i. Name of person notifying Cal OES and direct return phone number. ii. Estimated SSO volume discharged (gallons). iii. If ongoing, estimated SSO discharge rate (gallons per minute). iv. SSO Incident Description: a. Brief narrative. b. On -scene point of contact for additional information (name and cell phone number). c. Date and time enrollee became aware of the SSO. d. Name of sanitary sewer system agency causing the SSO. e. SSO cause (if known). v. Indication of whether the SSO has been contained. vi. Indication of whether surface water is impacted. vii. Name of surface water impacted by the SSO, if applicable. viii. Indication of whether a drinking water supply is or may be impacted by the SSO. ix. Any other known SSO impacts. x. SSO incident location (address, city, state, and zip code). 3. Following the initial notification to Cal OES and until such time that an enrollee certifies the SSO report in the CIWQS Online SSO Database, the enrollee shall provide updates to Cal OES regarding substantial changes to the estimated volume of untreated or partially treated sewage discharged and any substantial change(s) to known impact(s). 4. PLSDs: The enrollee is strongly encouraged to notify Cal OES of discharges greater than or equal to 1,000 gallons of untreated or partially treated wastewater that result or may result in a discharge to surface water resulting from failures or flow conditions within a privately owned sewer lateral or from other private sewer asset(s) if the enrollee becomes aware of the PLSD. 306 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 4 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems C. REPORTING REQUIREMENTS 1. CIWQS Online SSO Database Account: All enrollees shall obtain a CIWQS Online SSO Database account and receive a "Username" and "Password" by registering through CIWQS. These accounts allow controlled and secure entry into the CIWQS Online SSO Database. 2. SSO Mandatory Reporting Information: For reporting purposes, if one SSO event results in multiple appearance points in a sewer system asset, the enrollee shall complete one SSO report in the CIWQS Online SSO Database which includes the GPS coordinates for the location of the SSO appearance point closest to the failure point, blockage or location of the flow condition that caused the SSO, and provide descriptions of the locations of all other discharge points associated with the SSO event. 3. SSO Categories i. Category 1 — Discharges of untreated or partially treated wastewater of any volume resulting from an enrollee's sanitary sewer system failure or flow condition that: a. Reach surface water and/or reach a drainage channel tributary to a surface water; or Reach a MS4 and are not fully captured and returned to the sanitary sewer system or not otherwise captured and disposed of properly. Any volume of wastewater not recovered from the MS4 is considered to have reached surface water unless the storm drain system discharges to a dedicated storm water or groundwater infiltration basin (e.g., infiltration pit, percolation pond). ii. Category 2 — Discharges of untreated or partially treated wastewater greater than or equal to 1,000 gallons resulting from an enrollee's sanitary sewer system failure or flow condition that does not reach a surface water, a drainage channel, or the MS4 unless the entire SSO volume discharged to the storm drain system is fully recovered and disposed of properly. iii. Category 3 — All other discharges of untreated or partially treated wastewater resulting from an enrollee's sanitary sewer system failure or flow condition. 4. Sanitary Sewer Overflow Reporting to CIWQS - Timeframes i. Category 1 and Category 2 SSOs — All SSOs that meet the above criteria for Category 1 or Category 2 SSOs shall be reported to the CIWQS Online SSO Database: a. Draft reports for Category 1 and Category 2 SSOs shall be submitted to the CIWQS Online SSO Database within three (3) business days of the enrollee becoming aware of the SSO. Minimum information that shall be reported in a draft Category 1 SSO report shall include all information identified in section 8.i.a. below. Minimum information that shall be reported in a Category 2 SSO draft report shall include all information identified in section 8.i.c below. b. A final Category 1 or Category 2 SSO report shall be certified through the CIWQS Online SSO Database within 15 calendar days of the end date of the SSO. Minimum information that shall be certified in the final Category 1 SSO report shall include all information identified in section 8.i.b below. Minimum information that shall be certified in a final Category 2 SSO report shall include all information identified in section 8J.d below. 307 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 5 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems Category 3 SSOs — All SSOs that meet the above criteria for Category 3 SSOs shall be reported to the CIWQS Online SSO Database and certified within 30 calendar days after the end of the calendar month in which the SSO occurs (e.g., all Category 3 SSOs occurring in the month of February shall be entered into the database and certified by March 30). Minimum information that shall be certified in a final Category 3 SSO report shall include all information identified in section 8.i.e below. iii. "No Spill" Certification — If there are no SSOs during the calendar month, the enrollee shall either 1) certify, within 30 calendar days after the end of each calendar month, a "No Spill" certification statement in the CIWQS Online SSO Database certifying that there were no SSOs for the designated month, or 2) certify, quarterly within 30 calendar days after the end of each quarter, "No Spill" certification statements in the CIWQS Online SSO Database certifying that there were no SSOs for each month in the quarter being reported on. For quarterly reporting, the quarters are Q1 - January/ February/ March, Q2 - April/May/June, Q3 - July/August/September, and Q4 - October/November/December. If there are no SSOs during a calendar month but the enrollee reported a PLSD, the enrollee shall still certify a "No Spill" certification statement for that month. iv. Amended SSO Reports — The enrollee may update or add additional information to a certified SSO report within 120 calendar days after the SSO end date by amending the report or by adding an attachment to the SSO report in the CIWQS Online SSO Database. SSO reports certified in the CIWQS Online SSO Database prior to the adoption date of this MRP may only be amended up to 120 days after the effective date of this MRP. After 120 days, the enrollee may contact the SSO Program Manager to request to amend an SSO report if the enrollee also submits justification for why the additional information was not available prior to the end of the 120 days. 5. SSO Technical Report The enrollee shall submit an SSO Technical Report in the CIWQS Online SSO Database within 45 calendar days of the SSO end date for any SSO in which 50,000 gallons or greater are spilled to surface waters. This report, which does not preclude the Water Boards from requiring more detailed analyses if requested, shall include at a minimum, the following: i. Causes and Circumstances of the SSO: a. Complete and detailed explanation of how and when the SSO was discovered. b. Diagram showing the SSO failure point, appearance point(s), and final destination(s). c. Detailed description of the methodology employed and available data used to calculate the volume of the SSO and, if applicable, the SSO volume recovered. d. Detailed description of the cause(s) of the SSO. e. Copies of original field crew records used to document the SSO. Historical maintenance records for the failure location. ii. Enrollee's Response to SSO: a. Chronological narrative description of all actions taken by enrollee to terminate the Spill. b. Explanation of how the SSMP Overflow Emergency Response plan was implemented to respond to and mitigate the SSO. 0000 Monitoring and Reporting Program Order No. WQ 2093 -0058 -EXEC Page 6 of 9 9 Statewide Waste Discharge Requirements for Sanitary Sewer Systems c. Final corrective action(s) completed and/or planned to be completed, including a schedule for actions not yet completed. iii. Water Quality Monitoring: a. Description of all water quality sampling activities conducted including analytical results and evaluation of the results. b. Detailed location map illustrating all water quality sampling points. 6. PLSDs Discharges of untreated or partially treated wastewater resulting from blockages or other problems within a privately owned sewer lateral connected to the enrollee's sanitary sewer system or from other private sanitary sewer system assets may be voluntarily reported to the CIWQS Online SSO Database. i. The enrollee is also encouraged to provide notification to Cal OES per section B above when a PLSD greater than or equal to 1,000 gallons has or may result in a discharge to surface water. For any PLSD greater than or equal to 1,000 gallons regardless of the spill destination, the enrollee is also encouraged to file a spill report as required by Health and Safety Code section 5410 et. seq. and Water Code section 13271, or notify the responsible party that notification and reporting should be completed as specified above and required by State law. ii. If a PLSD is recorded in the CIWQS Online SSO Database, the enrollee must identify the sewage discharge as occurring and caused by a private sanitary sewer system asset and should identify a responsible party (other than the enrollee), if known. Certification of PLSD reports by enrollees is not required. 7. CIWQS Online SSO Database Unavailability In the event that the CIWQS Online SSO Database is not available, the enrollee must fax or e-mail all required information to the appropriate Regional Water Board office in accordance with the time schedules identified herein. In such event, the enrollee must also enter all required information into the CIWQS Online SSO Database when the database becomes available. 8. Mandatory Information to be Included in CIWQS Online SSO Reporting All enrollees shall obtain a CIWQS Online SSO Database account and receive a "Username" and "Password" by registering through CIWQS which can be reached at CIWQS( _waterboards.ca.gov or by calling (866) 792-4977, M -F, 8 A.M. to 5 P.M. These accounts will allow controlled and secure entry into the CIWQS Online SSO Database. Additionally, within thirty (30) days of initial enrollment and prior to recording SSOs into the CIWQS Online SSO Database, all enrollees must complete a Collection System Questionnaire (Questionnaire). The Questionnaire shall be updated at least once every 12 months. i. SSO Reports At a minimum, the following mandatory information shall be reported prior to finalizing and certifying an SSO report for each category of SSO: 309 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 7 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems a. Draft Category 1 SSOs: At a minimum, the following mandatory information shall be reported for a draft Category 1 SSO report: 1. SSO Contact Information: Name and telephone number of enrollee contact person who can answer specific questions about the SSO being reported. 2. SSO Location Name. 3. Location of the overflow event (SSO) by entering GPS coordinates. If a single overflow event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the SSO appearance point explanation field. 4. Whether or not the SSO reached surface water, a drainage channel, or entered and was discharged from a drainage structure. 5. Whether or not the SSO reached a municipal separate storm drain system. 6. Whether or not the total SSO volume that reached a municipal separate storm drain system was fully recovered. 7. Estimate of the SSO volume, inclusive of all discharge point(s). 8. Estimate of the SSO volume that reached surface water, a drainage channel, or was not recovered from a storm drain. 9. Estimate of the SSO volume recovered (if applicable). 10. Number of SSO appearance point(s). 11. Description and location of SSO appearance point(s). If a single sanitary sewer system failure results in multiple SSO appearance points, each appearance point must be described. 12. SSO start date and time. 13. Date and time the enrollee was notified of, or self -discovered, the SSO. 14. Estimated operator arrival time. 15. For spills greater than or equal to 1,000 gallons, the date and time Cal OES was called. 16. For spills greater than or equal to 1,000 gallons, the Cal OES control number. b. Certified Category 1 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 1 SSO report, in addition to all fields in section 8.i.a : 1. Description of SSO destination(s). 2. SSO end date and time. 3. SSO causes (mainline blockage, roots, etc.). 4. SSO failure point (main, lateral, etc.). 5. Whether or not the spill was associated with a storm event. 6. Description of spill corrective action, including steps planned or taken to reduce, eliminate, and prevent reoccurrence of the overflow; and a schedule of major milestones for those steps. 7. Description of spill response activities. 8. Spill response completion date. 9. Whether or not there is an ongoing investigation, the reasons for the investigation and the expected date of completion. 310 Monitoring and Reporting Program Order No. WQ 2093 -0058 -EXEC Page 8 of 9 9 Statewide Waste Discharge Requirements for Sanitary Sewer Systems 10. Whether or not a beach closure occurred or may have occurred as a result of the SSO. 11. Whether or not health warnings were posted as a result of the SSO. 12. Name of beach(es) closed and/or impacted. If no beach was impacted, NA shall be selected. 13. Name of surface water(s) impacted. 14. If water quality samples were collected, identify parameters the water quality samples were analyzed for. If no samples were taken, NA shall be selected. 15. If water quality samples were taken, identify which regulatory agencies received sample results (if applicable). If no samples were taken, NA shall be selected. 16. Description of methodology(ies) and type of data relied upon for estimations of the SSO volume discharged and recovered. 17. SSO Certification: Upon SSO Certification, the CIWQS Online SSO Database will issue a final SSO identification (ID) number. c. Draft Category 2 SSOs: At a minimum, the following mandatory information shall be reported for a draft Category 2 SSO report: 1. Items 1-14 in section 8.i.a above for Draft Category 1 SSO. d. Certified Category 2 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 2 SSO report: 1. Items 1-14 in section 8.i.a above for Draft Category 1 SSO and Items 1-9, and 17 in section 8.i.b above for Certified Category 1 SSO. e. Certified Category 3 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 3 SSO report: 1. Items 1-14 in section 8.i.a above for Draft Category 1 SSO and Items 1-5, and 17 in section 8.i.b above for Certified Category 1 SSO. ii. Reporting SSOs to Other Regulatory Agencies These reporting requirements do not preclude an enrollee from reporting SSOs to other regulatory agencies pursuant to state law. In addition, these reporting requirements do not replace other Regional Water Board notification and reporting requirements for SSOs. iii. Collection System Questionnaire The required Questionnaire (see subsection G of the SSS WDRs) provides the Water Boards with site-specific information related to the enrollee's sanitary sewer system. The enrollee shall complete and certify the Questionnaire at least every 12 months to facilitate program implementation, compliance assessment, and enforcement response. iv. SSMP Availability The enrollee shall provide the publicly available internet web site address to the CIWQS Online SSO Database where a downloadable copy of the enrollee's approved SSMP, critical supporting documents referenced in the SSMP, and proof of local governing board approval of the SSMP is posted. If all of the SSMP documentation listed in this subsection is not publicly available on the Internet, the enrollee shall comply with the following procedure: 311 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 9 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems a. Submit an electronic copy of the enrollee's approved SSMP, critical supporting documents referenced in the SSMP, and proof of local governing board approval of the SSMP to the State Water Board, within 30 days of that approval and within 30 days of any subsequent SSMP re -certifications, to the following mailing address: State Water Resources Control Board Division of Water Quality Attn: SSO Program Manager 1001 1 Street, 15th Floor, Sacramento, CA 95814 D. WATER QUALITY MONITORING REQUIREMENTS: To comply with subsection D.7(v) of the SSS WDRs, the enrollee shall develop and implement an SSO Water Quality Monitoring Program to assess impacts from SSOs to surface waters in which 50,000 gallons or greater are spilled to surface waters. The SSO Water Quality Monitoring Program, shall, at a minimum: 1. Contain protocols for water quality monitoring. 2. Account for spill travel time in the surface water and scenarios where monitoring may not be possible (e.g. safety, access restrictions, etc.). 3. Require water quality analyses for ammonia and bacterial indicators to be performed by an accredited or certified laboratory. 4. Require monitoring instruments and devices used to implement the SSO Water Quality Monitoring Program to be properly maintained and calibrated, including any records to document maintenance and calibration, as necessary, to ensure their continued accuracy. 5. Within 48 hours of the enrollee becoming aware of the SSO, require water quality sampling for, at a minimum, the following constituents: i. Ammonia ii. Appropriate Bacterial indicator(s) per the applicable Basin Plan water quality objective or Regional Board direction which may include total and fecal coliform, enterococcus, and e -coli. E. RECORD KEEPING REQUIREMENTS: The following records shall be maintained by the enrollee for a minimum of five (5) years and shall be made available for review by the Water Boards during an onsite inspection or through an information request: 1. General Records: The enrollee shall maintain records to document compliance with all provisions of the SSS WDRs and this MRP for each sanitary sewer system owned including any required records generated by an enrollee's sanitary sewer system contractor(s). 2. SSO Records: The enrollee shall maintain records for each SSO event, including but not limited to: i. Complaint records documenting how the enrollee responded to all notifications of possible or actual SSOs, both during and after business hours, including complaints that do not 312 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 10 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems result in SSOs. Each complaint record shall, at a minimum, include the following information: a. Date, time, and method of notification. Date and time the complainant or informant first noticed the SSO. c. Narrative description of the complaint, including any information the caller can provide regarding whether or not the complainant or informant reporting the potential SSO knows if the SSO has reached surface waters, drainage channels or storm drains. d. Follow-up return contact information for complainant or informant for each complaint received, if not reported anonymously. e. Final resolution of the complaint. ii. Records documenting steps and/or remedial actions undertaken by enrollee, using all available information, to comply with section D.7 of the SSS WDRs. iii. Records documenting how all estimate(s) of volume(s) discharged and, if applicable, volume(s) recovered were calculated. Records documenting all changes made to the SSMP since its last certification indicating when a subsection(s) of the SSMP was changed and/or updated and who authorized the change or update. These records shall be attached to the SSMP. 4. Electronic monitoring records relied upon for documenting SSO events and/or estimating the SSO volume discharged, including, but not limited to records from: i. Supervisory Control and Data Acquisition (SCADA) systems ii. Alarm system(s) iii. Flow monitoring device(s) or other instrument(s) used to estimate wastewater levels, flow rates and/or volumes. F. CERTIFICATION 1. All information required to be reported into the CIWQS Online SSO Database shall be certified by a person designated as described in subsection J of the SSS WDRs. This designated person is also known as a Legally Responsible Official (LRO). An enrollee may have more than one LRO. 2. Any designated person (i.e. an LRO) shall be registered with the State Water Board to certify reports in accordance with the CIWQS protocols for reporting. 3. Data Submitter (DS): Any enrollee employee or contractor may enter draft data into the CIWQS Online SSO Database on behalf of the enrollee if authorized by the LRO and registered with the State Water Board. However, only LROs may certify reports in CIWQS. 4. The enrollee shall maintain continuous coverage by an LRO. Any change of a registered LRO or DS (e.g., retired staff), including deactivation or a change to the LRO's or DS's contact information, shall be submitted by the enrollee to the State Water Board within 30 days of the change by calling (866) 792-4977 or e -mailing help(a�_ciwgs.waterboards.ca.gov. 313 Monitoring and Reporting Program Order No. WQ 2013 -0058 -EXEC Page 11 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems 5. A registered designated person (i.e., an LRO) shall certify all required reports under penalty of perjury laws of the state as stated in the CIWQS Online SSO Database at the time of certification. CERTIFICATION The undersigned Clerk to the Board does hereby certify that the foregoing is a full, true, and correct copy of an order amended by the Executive Director of the State Water Resources Control Board. 7 i3 Date J nine Townsend erk to the Board 314 Abalone Cove Sewer System Management Plan Appendix B Collection System Map 28 1 Page 315 N p) U3 us TO. 0) U cu CL O U C (0 CL 4- 0 316 Abalone Cove Sewer System Management Plan Appendix C Notice of Intent 29 1 Page 317 Enclosure 1 State Water Resources Control Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL. WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS (WATER QUALITY ORDER NO. 2006 — 0003) L� I. Notice of Intent (NOI) Status 1 `J j C� Mark Only One Item 1. Lvj New Permittee 2. j J Change of Information WDID #: 4- 'U l K 0 J It. Agency Information A, Legally Responsible Official City of. ?rancho Palos Verdes Tom Odom C. Title B. Ager ffity of Rancho Palos Verdes _ Senior En ineer e` Dlirector of Public Works D. Mailing Address 30940 Hawthorne Blvd. E. Address (Line 2) 30940 Hawthorne Blvd State G. zip F. City State G. Zip CA H. County Rancho Palos Verdes CA 90275 I J, FAX Los Angeles 1. Phone I J. FAX rond@rpv.com K. Email Address (310) 544-5252 (310) 544-5292 instructions on completing this NOI for a detailed explanation of the fee structure. tomo@r v.COM L. Sanitary Sewer System I M. Regional Water Quality Control Board of 'Rancho Palos Verdes—Centx l Los Angeles —City N. Agency Type (check one) _ 1. [A City 2. [ J County 3. [ j State 4. [ ] Federal 5. [ ] Special District 6. (] Government Combination O. Population of Community Served (check one) _ SWRCB Tax ID is: 68-0281986 �{ J Less than 50,000 [ ] Greater than or equal to 50,000 Ill. BI no Information A. Agency City of. ?rancho Palos Verdes B. Contact Person C. Title Ron Dra oo Senior En ineer D. Mailing Address _ 4 _ E. Address (Line 2) 30940 Hawthorne Blvd. F. City -- State G. zip H. County Barts -ho Palos 5._ CA T, os An ima. I. Phone I J, FAX K. Email Address (310) 544-5252___L_(310) 544-5292 rond@rpv.com a The annual fee, which is required by the California Water Code (section 13260), is based on the daily population served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the instructions on completing this NOI for a detailed explanation of the fee structure. L. Total Fee (check one) [J Population served < 50,000 — total fee submitted is $ 1226,00 [ ] Population served z 50,000 — total fee submitted is $ 6,577.00 A check for the appropriate total flee amount should be made payable to SW RCB and mailed with this completed NOI to the following address: State Water Board Accounting Office P O Box 1888 Attn: SSO Fees Sacramento, CA 95812-1888 SWRCB Tax ID is: 68-0281986 112 Blank NOl.doc 318 IV. Electronic Submittal Authorization 91 Tom Odom print narne Enclosure 1 certify that I am the legally respbnsible official for I My signature on this form certifies that, I agency agree, my California Integrated Water Quality System (CIWQS) user 10 and password constitute my electronic signature and any information I indicate I am electronically certifying contains my signature. I understand that I am legally bound, obligated, and responsible by use of my electronic signature as much as by a hand-written signature. I agree that I will protect my electronic signature from unauthorized use, and that I will contact the State Water Resources Control Board, within 24 -hours of discovery, if I suspect that my electronic signature has been lost, stolen, or otherwise compromised, I certify that my electronic signature is for my own use, that I will keep it confidential,,and that I will not delegate or share it with any other person. "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and Complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment, Additionally, I certify that the provisions of the Statewide General Waste Discharge Requirements for Sanitary Sewer Systems, including electronic reporting of all sanitary sewer overflows and develooment and lmolementation of a sewer systern manaaement olan. will be comolled with." A. Printed Name: Tom Odom B. Title: Director of, A)ublic Works C. Signature: D. Date: — April 6, 2012 NOTE: Mail completed and signed form with a check for fee payment to the address below, State Water Board Accounting Office P 0 Box 1888 Attn: SSO Fees Sacramento, CA 958121888 2/2 Blank NOLdoc 319 Check No. V- 521 Z -City- Ov�kAXCHO PALOS VERDES 30940 HAWTHORNE BOULEVARD RANCHO PALOS VERDES, CA 90275 Check No. 52133 .**,*PAY -*One'.. thousand two hundred twenty six dollars and 00/100*** 704/05/1 Pay To The Ordex SWRCB Of Attn: SSO Fees P.O. Box 1888 Sacramento, CA 95812 IIIIS2L330 ':&2200066&': PAY THIS AMOUNT jjwj�l I I 77 888 . ..... .. . . FINANCE Pj NTING 121S2 E10220V 20 Abalone Cove Sewer System Management Plan Appendix D Contractor Contact Information 301 Page 321 Sewer System Maintenance Contractor Contact Information 1. Multi W. Systems 2615 Strozier Ave. EI Monte, CA 91733 Phone: 626-401-2627 E -Mail: info@multiwsystems.com 2. All Area Services, Inc. 5742 Venice Blvd. Los Angeles, CA 90019 Phone: 323-939-9990 E -Mail: carlos@allareaservices.com 3. Liquid Handling Systems 1441 Village Way Santa Ana, CA 92705 Phone: 714-558-2500 4. Signa Services, Inc. 1615 Monrovia Ave, Costa Mesa, CA 92627 Phone: 949-548-1125 E -Mail: Joseph@sinaco.net Lift Station Maintenance/Repair Grinder Pump Maintenance Lift Station Maintenance/Repair Grinder Pump Maintenance Grinder Pump Maintenance Grinder Pup Maintenance 322 CITY OF RANCHO PALOS VERDES MAINTENANCE AGREEMENT THIS AGREEMENT ("Agreement") is made and entered this 161' day of September, 2014, by and between the CITY OF RANCHO PALOS VERDES, a California municipal corporation ("City") and ALL AREA SERVICES, INC. ("Contractor"). In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows: 1. Scope of Services. Contractor shall perform the work and provide all labor, materials, equipment and services in a good and workmanlike manner for the project identified as the Abalone Cove Sewer System Maintenance Services ("Project'), including providing replacement pumps, as described in this Agreement. Upon written notification of mechanical malfunctions from the City, Contractor shall dispatch workers to perform with due diligence the services requested by the City. 2. Extra Work. Extra work, when ordered in writing by the Director of Public Works and accepted by the Contractor, shall be paid for under written work order in accordance with the terms therein provided. Payment for extra work will be made at the unit price or lump sum previously agreed upon in writing between the Contractor and the Director of Public Works. All extra work shall be adjusted daily upon report sheet furnished by the Contractor, prepared by the Director of Public Works, and signed by both parties, and said daily report shall be considered thereafter the true records of extra work done. 3. Term. This Agreement shall commence on September 17, 2014, and shall terminate on June 30, 2018, unless sooner terminated pursuant to Section 11 of this Agreement. 4. Time. Time is of the essence in this Agreement. 5. Force Maieure. Neither the City nor Contractor shall be responsible for delays in performance under this Agreement due to causes beyond its control, including but not limited to acts of God, acts of the public enemy, acts of the Government, fires, floods or other casualty, epidemics, earthquakes, labor stoppages or slowdowns, freight embargoes, unusually severe weather, and supplier delays due to such causes. Neither economic nor market conditions nor the financial condition of either party shall be considered a cause to excuse delay pursuant to this Section. Each party shall notify the other promptly in writing of each such excusable delay, its cause and its expected delay, and shall upon request update such notice. 6. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of thirty thousand dollars ($30,000) per fiscal year, in accordance with the prices as submitted in Contractor's Rate Sheet, attached hereto as Attachment "A" and incorporated herein by this reference, which in any case shall meet or exceed prevailing wage rates. The rates in Attachment "A" shall be in effect through the end of the Agreement. In the event of any conflict between the terms of this Agreement and incorporated documents, the terms of this Agreement shall control. 7. Payments. Contractor shall submit monthly invoices for the percentage of work completed in the previous month. City agrees to authorize payment for all undisputed invoice amounts within thirty (30) days of receipt of each invoice. City agrees to use its best efforts to notify Contractor of any disputed invoice amounts or claimed completion percentages Page 1 of 8 Maintenance Agreement 323 within ten (10) days of the receipt of each invoice. However, City's failure to timely notify Contractor of a disputed amount or claimed completion percentage shall not be deemed a waiver of City's right to challenge such amount or percentage. Additionally, in the event City fails to pay any undisputed amounts due Contractor within forty-five (45) days after invoices are received by City, then City agrees that Contractor shall have the right to consider said default a total breach of this Agreement and be terminated by Contractor without liability to Contractor upon ten (10) working days advance written notice. 8. Taxes. Contractor shall calculate payment for all sales, unemployment, old age pension and other taxes imposed by local, State of California and federal law. These payments are included in the total amounts in Attachment "A." 9. Audit. The City or its representative shall have the option of inspecting, auditing, or inspecting and auditing all records and other written materials used by Contractor in preparing its billings to the City as a condition precedent to any payment to Contractor. Contractor will promptly furnish documents requested by the City. Additionally, Contractor shall be subject to State Auditor examination and audit at the request of the City or as part of any audit of the City, for a period of three (3) years after final payment under this Agreement. 10. Unresolved Disputes. In the event of any dispute or controversy with the City over any matter whatsoever, Contractor shall not cause any delay or cessation in or of work, but shall proceed with the performance of the work in dispute. Rancho Palos Verdes Municipal Code chapter 3.24 ("Claims Against the City") shall govern the procedures of the claim process, and these provisions are incorporated herein by this reference. 11. Termination. The City may terminate this Agreement at any time with or without cause without penalty upon thirty (30) days' written notice. In the event of termination without fault or failure to perform of Contractor, City shall pay Contractor for all services satisfactorily rendered prior to date of termination, as determined by the Director of Public Works, and such payment shall be in full satisfaction of all services rendered hereunder; provided, in no event shall the amount of money paid under the foregoing provisions of this paragraph exceed the amount which would have been paid to Contractor for the full performance of the services described in this Agreement. 12. Indemnity Contractor's Duty. To the maximum extent permitted by law, Contractor shall defend, indemnify, and hold free and harmless the City, its elected officials, officers, employees, volunteers, agents, successors, assigns, and those City agents serving as independent contractors in the role of City officials (collectively "Indemnitees") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, proceedings, suits, losses, stop payment notices, judgments, fines, liens, penalties, liabilities, costs and expenses of every kind and nature whatsoever, in any manner arising out of or incident to any act, failure to act, error or omission of Contractor or any of its officers, agents, servants, employees, subcontractors, material suppliers, or their officers, agents, servants or employees, arising out of the Agreement, including without limitation, the payment of all consequential damages, attorneys' fees, experts' fees, and other related costs and expenses (individually, a "Claim," or collectively, "Claims"). Page 2 of 8 Maintenance Agreement 324 Further, Contractor shall appoint competent defense counsel approved by the City Attorney at Contractor's own cost, expense and risk, to defend any and all such Claims that may be brought or instituted against Indemnitees. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against Indemnitees in any such Claim. Contractor shall reimburse Indemnitees for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Contractor or Indemnitees. This indemnity shall apply to all Claims regardless of whether any insurance policies are applicable. b. Civil Code Exception. Nothing in the paragraph above this one shall be construed to encompass Indemnitees' sole negligence or willful misconduct to the limited extent that the underlying Agreement is subject to Civil Code Section 2782(a) or the City's active negligence to the limited extent that the underlying Agreement is subject to Civil Code Section 2782(b). C. Nonwaiver of Rights. Indemnitees do not and shall not waive any rights that they may possess against Contractor because the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. This indemnity provision is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. d. Waiver of Right of Subro. acl tion. Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all Claims arising out of or incident to the activities or operations performed by or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or passive negligence by Indemnitees. e. Survival. The provisions of this Section 12 shall survive the termination of this Agreement and are in addition to any other rights or remedies that Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee's right to recover under this indemnity provision, and an entry of judgment against a Contractor shall be conclusive in favor of the Indemnitee's right to recover under this indemnity provision. 13. Insurance. a. General Liability. Contractor shall at all times during the term of the Agreement carry, maintain, and keep in full force and effect, a policy or policies of Commercial General Liability Insurance, with minimum limits of one million dollars ($1,000,000) for each occurrence and one million dollars ($1,000,000) general aggregate for bodily injury, death, loss or property damage for products or completed operations and any and all other activities undertaken by Contractor in the performance of this Agreement. Said policy or policies shall be issued by an insurer admitted or authorized to do business in the State of California and rated in A.M. Best's Insurance Guide with a rating of A:VII or better. Page 3 of 8 Maintenance Agreement 325 b. Automobile Liability. Contractor shall at all times during the term of this Agreement obtain, maintain, and keep in full force and effect, a policy or policies of Automobile Liability Insurance, with minimum of one million dollars ($1,000,000) per claim and occurrence and two million dollars ($2,000,000) in the aggregate for bodily injuries or death of one person and five hundred thousand dollars ($500,000) for property damage arising from one incident.. Said policy or policies shall be issued by an insurer admitted or authorized to do business in the State of California and rated in A.M. Best's Insurance Guide with a rating of A:VII or better C. Workers' Compensation. Contractor agrees to maintain in force at all times during the performance of work under this Agreement workers' compensation insurance as required by law. Contractor shall require any subcontractor similarly to provide such compensation insurance for their respective employees. d. Notice of Cancellation. All insurance policies shall provide that the insurance coverage shall not be cancelled or modified by the insurance carrier without thirty (30) days prior written notice to City, or ten (10) days notice if cancellation is due to nonpayment of premium. Additionally, Contractor shall provide immediate notice to the City if it receives a cancellation or policy revision notice from the insurer. Contractor agrees that it will not cancel or reduce any required insurance coverage. Contractor agrees that if it does not keep the aforesaid insurance in full force and effect, City may either immediately terminate this Agreement or, if insurance is available at a reasonable cost, City may take out the necessary insurance and pay, at Contractor's expense, the premium thereon. e. Entire Policy and Certificate of Insurance. At all times during the term of this Agreement, Contractor shall maintain on file with the City Clerk both a copy of the entire policy and a certificate of insurance showing that the aforesaid policies are in effect in the required amounts. The commercial general liability policy and auto insurance policy shall contain endorsements naming the City, its officers, agents and employees as additional insureds. f. Primary Coverage. The insurance provided by Contractor shall be primary to any coverage available to City. The insurance policies (other than workers compensation) shall include provisions for waiver of subrogation. 14. Citi Business License. Contractor must obtain a City Business License before commencing any work under this Agreement. 15. Licenses, Consents and Approvals. Contractor warrants and represents that it has secured all necessary licenses, consents and approvals to use, replace or maintain any product or component as to which any property right or intellectual property right exists, including computer software, and that the City has full legal title to the use and ownership of the grinder pumps, including all parts therein. Contractor shall defend, indemnify and hold the City and its elected officials, officers, employees, servants, attorneys, designated volunteers, and agents serving as independent contractors in the role of City officials, harmless from any loss, claim or liability in any way related to a claim that City's use or ownership of the grinder pumps or utilization of the Contractor to maintain or replace the grinder pumps is violating federal, state or local laws, or any contractual provisions, or any laws relating to trade names, licenses, franchises, copyrights, patents or other means of protecting property rights, intellectual property rights and/or interests in products or Page 4 of 8 Maintenance Agreement 326 inventions, Contractor shall bear all costs arising from the use of patented, copyrighted, trade secret or trademarked documents, materials, equipment, devices or processes in connection with its provision of the services under this Agreement. In the event the ownership or use of the grinder pumps, including any part therein, is enjoined or otherwise hindered for any of these reasons, Contractor, at its expense, shall secure for City the right to continue using and owning the grinder pumps, including all parts therein, by suspension of any injunction or by procuring a license or licenses for City. In the event that utilization of the Contractor to maintain or replace the grinder pumps is held to constitute an infringement and the use of any of the same or this Agreement is enjoined, Contractor, at its expense, shall obtain the necessary licenses, consents or approvals to maintain the grinder pumps, and all parts therein. Failure to remedy any such situation immediately shall constitute a material breach of this Agreement. This covenant shall survive the termination of this Agreement. 16. Incorporation byReference. All of the following documents are attached hereto and incorporated herein by this reference: Workers' Compensation Certificate of Insurance; Additional Insured Endorsement (Comprehensive General Liability); Additional Insured Endorsement (Automobile Liability); and Additional Insured Endorsement (Excess Liability). 17. Indel2endent Contractor. Contractor is and shall at all times remain, as to the City, a wholly independent contractor. Neither the City nor any of its agents shall have control over the conduct of Contractor or any of the Contractor's employees, except as herein set forth, and Contractor is free to dispose of all portions of its time and activities which it is not obligated to devote to the City in such a manner and to such persons,. firms, or corporations at the Contractor wishes except as expressly provided in this Agreement. Contractor shall have no power to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or otherwise act on behalf of the City as an agent. Contractor shall not, at any time or in any manner, represent that it or any of its agents, servants or employees, are in any manner agents, servants or employees of City. Contractor agrees to pay all required taxes on amounts paid to Contractor under this Agreement, and to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by this Agreement. Contractor shall fully comply with the workers' compensation law regarding Contractor and its employees. Contractor further agrees to indemnify and hold the City harmless from any failure of Contractor to comply with applicable workers' compensation laws. The City shall have the right to offset against the amount of any compensation due to Contractor under this Agreement any amount due to the City from Contractor as a result of its failure to promptly pay to the City any reimbursement or indemnification arising under this Section. 18. Prevailing Wages. City and Contractor acknowledge that this project is a public work to which prevailing wages apply. The document titled Terms for Compliance with California's Labor Law Requirements is attached hereto as Attachment "B" and incorporated herein by this reference. 19. NondiscriminatoU Employment. Contractor shall not unlawfully discriminate against any individual based on race, color, religion, nationality, gender, sex, sexual orientation, age or condition of disability. Contractor understands and agrees that it is bound by and will comply with the nondiscrimination mandates of all statutes and local ordinances and regulations. Page 5 of 8 Maintenance Agreement 327 20. Compliance with Laws. Contractor shall comply with all applicable federal, state and local laws, ordinances, codes and regulations in force at the time Contractor performs pursuant to this Agreement. 21, Payment Bond, Before July 1st of each year within the term of this Agreement as listed in Section 3, Contractor shall obtain and submit a signed and notarized copy to the City of a payment bond in an amount that is not less than thirty thousand dollars ($30,000), and nothing in this Agreement shall be read to excuse this requirement. The required form entitled Payment Bond (Labor and Materials) is attached hereto and incorporated herein by this reference. 22. Contractor's Representations. Contractor represents, covenants and agrees that: a) Contractor is licensed, qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the services in accordance with the terms and conditions set forth in this Agreement; b) there are no obligations, commitments, or impediments of any kind that will limit or prevent its full performance under this Agreement; c) there is no litigation pending against Contractor, and Contractor is not the subject of any criminal investigation or proceeding; and d) to Contractor's actual knowledge, neither Contractor nor its personnel have been convicted of a felony. 23. Representation. The City's representative shall be the Director of Public Works or his or her designee, and Contractor shall notify City of Contractor's designated representative. These individuals shall be the primary contact persons for the parties regarding performance of this Agreement. 24. Personnel. Contractor represents that it has, or shall secure at its own expense, all personnel required to perform Contractor's services under this Agreement. Contractor shall make reasonable efforts to maintain the continuity of Contractor's staff who are assigned to perform the services hereunder and shall obtain the approval of the Director of Public Works of all proposed staff members who will perform such services. Contractor may associate with or employ associates or subcontractors in the performance of its services under this Agreement, but at all times shall Contractor be responsible for its associates and subcontractors' services. 25. Conflicts of Interest. Contractor agrees not to accept any employment or representation during the term of this Agreement or within twelve (12) months after completion of the work under this Agreement, which is or may likely make Contractor "financially interested," as provided in Government Code Section 1050 and 87100, in any decisions made by City on any matter in connection with which Contractor has been retained pursuant to this Agreement. 26. Non -Assignability: Subcontracting. Contractor shall not assign or transfer any interest in this Agreement nor any part thereof, whether by assignment or novation, without the City's prior written consent. Any purported assignment without written consent shall be null, void, and of no effect, and Contractor shall hold harmless, defend and indemnify the City and its officers, officials, employees, agents and representatives with respect to any claim, demand or action arising from or relating to any unauthorized assignment. 27. Applicable Law. The validity, interpretation, and performance of this Agreement shall be controlled by and construed under the laws of the State of California, excluding California's Page 6 of 8 Maintenance Agreement 328 choice of law rules. Venue for any such action relating to this Agreement shall be in the Los Angeles County Superior Court. 28. Attorneys'_ Fees. If any legal action or other proceeding, including action for declaratory relief, is brought for the enforcement of this Agreement or because of an alleged dispute, breach, default or misrepresentation in connection with this Agreement, the prevailing party shall be entitled to recover reasonable attorneys' fees, experts' fees, and other costs, in addition to any other relief to which the party may be entitled. 29. Titles. The titles used in this Agreement are for convenience only and shall in no way define, limit or describe the scope or intent of this Agreement or any part of it. 30. Authority. Each of the persons executing this Agreement on behalf of Contractor warrants and represents that he or she has the authority to execute this Agreement. on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder. 31. Entire Agreement. This Agreement, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Agreement supersedes all prior oral or written negotiations, representations or agreements. This Agreement may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties which expressly refers to this Agreement. 32, Construction. In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of this Agreement shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Agreement or who drafted that portion of the Agreement. 33. NQn-waiver of Terms. Rights and Remedies. Waiver by either party of any one or more of the conditions of performance under this Agreement shall not be a waiver of any other condition of performance under this Agreement. In no event shall the making by the City of any payment to Contractor constitute or be construed as a waiver by the City of any breach of covenant, or any default which may then exist on the part of Contractor, and the making of any such payment by the City shall in no way impair or prejudice any right or remedy available to the City with regard to such breach or default. 34. Notice. Except as otherwise required by law, any notice or other communication authorized or required by this Agreement shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during Contractor's or City's regular business hours or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses listed below, or at such other address as one party may notify the other: To CITY: Michael Throne, Director of Public Works City of Rancho Palos Verdes 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 Page 7 of 8 Maintenance Agreement 329 To CONTRACTOR: Mr. Carlos Vazquez All Area Services, Inc. 5742 Venice Blvd. Los Angeles, CA 90019 35. Counteroarts. This Agreement may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. 36. Severability. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed the within Agreement the day and year first above written. CITY OF RANCHO PALOS VERDES By: 1 ATTEST APPROVED AS TO FORM City Clerk City Attorney Dated: o\ S ALL AREA SERVICES, INC. ("CON RACTOW) By: U ., NK� Printed Name: 1- Page 8 of 8 Maintenance Agreement 330 Attachment W': Contractor's Rate Sheet Attachment "A" Maintenance Agreement 331 i �LLHROaSeRvices, nc. ,5 42 VLAV/CUBOULU1141W Lm LULP LU Lvs1h\TcELex,Cr1I mRNli1 900195015 °v' npgg) 9399?9D F.(323) 939.9.2(2 Plad►birrg Sander & Repair a Commorefnl • ResNemial • Tirtmr! luryu oreurei+f Y hope Service • Tlacdflon' • 24 Hr Gmeigeuay, SeiTIca =n_ cm Brae T��,� 1, Service Rates Per Hour Straight it Overtime Double Tim Journeyman $1'12'00 $168.00 $224.00 Apprentice $92.00 $138.00 $184.00 General Foreman $134.00 $201.00 $268.00 Project Manager $154.00 $231.00 $308.00 Forenaa►y $120.00 $180.00 $240.00 JA. Fuel Surcharge--$15.00(PerDay on Jnb Site) 1B. Tra-vel time is charged portal to portal based on our hourly labor rate. 2. Hydra Jetting- additional charges separate from labor charge A. 3" and Larger Lines- (Psalter Jetter) h-rhi noun 2.0 Hours Q $488.00 OT Q $632.00 Additional 1.0 Hours Q $122.00 OT Q $183.00 B. 2" and smaller Lines- (Small Electric Jetter) Mi►wnum 2.0 Hours Q $244.00 OT Q 5366.00 Additional 1,0 Hours Q $92.00 OT @ $138.00 3. Camera Survey/Location- additional charges separate from labor charge 1tli►ti►num 2.0 hours @ $244.00 UV Q $366.00 Addidotnal 1.0 hours Q $122,00 OT Q 5183.00 4. Tools- Per day charge Anger NIIiihnum Equipment Charge $7.50 Sink Nbclune Mininnun Equipment Charge $19.00 SeNver I,dachine Minl►num Equipment Charge $42.00 Large Tool IN11►wuu►n Equipment Charge $42.00 5. Backflow Testing, Certification 1 test for certification -$92.00 More than 1 at job site will be $92.00 for the lit test and $56.00 for each additional lest. Proposals for repnir/replacement of devices that Failed will be provided. Travel dine will be charged if out of WV , Downtown area. 6. Rental Equipment \Chen rental egWpinent is provided by Seller, rental egoipiaent shall be invoiced at Seller's cost, plus 20% rental handling charge. A:,im 894.925 D.Kim :nm ePstt a r. ttl�arnvtsr tsnTr tittrtu� rt 332 Attachment "B": Terms for Compliance with California's Labor Law Requirements 1. Contractor acknowledges that the project as defined in this Agreement between Contractor and the City, to which this Terms for Compliance with California Labor Law Requirements is attached and incorporated by reference, is a "public work" as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code ("Chapter 1"). Further, Contractor acknowledges that this Agreement is subject to (a) Chapter 1, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director of Industrial Relations ("DIR") implementing such statutes. Contractor shall perform all work on the project as a public work. Contractor shall comply with and be bound by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in full herein. 2. California law requires the inclusion of specific Labor Code provisions in certain contracts. The inclusion of such specific provisions below, whether or not required by California law, does not alter the meaning or scope of Section 1 of this document. 3. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Agreement are on file at City Hall and will be made available to any interested party on request. Contractor acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and Contractor shall post such rates at each job site covered by this Agreement. 4. Contractor shall post job site notices, as prescribed by regulation. 5. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor. 6. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. 7. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6 and 1777.7 and California Administrative Code Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the CITY a verified statement of the journeyman and apprentice hours performed under this Agreement. 8. Contractor acknowledges that eight (8) hours labor constitutes a legal day's work. Contractor shall comply with and be bound by Labor Code Section 1810. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one calendar 10 Richards, Watson & Gershon 333 week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of Contractor in excess of 8 hours per day, and 40 hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 1/2 times the basic rate of pay. 9. Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." 10. For every subcontractor who will perform work on the project, Contractor shall be responsible for such subcontractor's compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and Contractor shall include in the written contract between it and each subcontractor a copy of those statutory provisions and a requirement that each subcontractor shall comply with those statutory provisions. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a periodic review of the certified payroll records of the subcontractor and upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any failure. 11. To the maximum extent permitted by law, Contractor shall indemnify, hold harmless and defend (at Contractor's expense with counsel reasonably acceptable to the City) the City, its officials, officers, employees, agents and independent contractors serving in the role of City officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed above by any person or entity (including Contractor, its subcontractors, and each of their officials, officers, employees and agents) in connection with any work undertaken or in connection with the Agreement, including without limitation the payment of all consequential damages, attorneys' fees, and other related costs and expenses. All duties of Contractor under this Section shall survive termination of the Agreement. 11 Richards, Watson & Gershon 334 CITY OF RANCHO PALOS VERDES MAINTENANCE AGREEMENT THIS AGREEMENT ("Agreement") is made and entered this 16th day of September, 2014, by and between the CITY OF RANCHO PALOS VERDES, a California municipal corporation ("City") and MULTI W SYSTEMS, INC. ("Contractor"). In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows: Scope of Services. Contractor shall perform the work and provide all labor, materials, equipment and services in a good and workmanlike manner for the project identified as the Abalone Cove Sewer System Maintenance Services ("Project"), including providing replacement pumps, as described in this Agreement. Upon written notification of mechanical malfunctions from the City, Contractor shall dispatch workers to perform with due diligence the services requested by the City. 2. Extra Work. Extra work, when ordered in writing by the Director of Public Works and accepted by the Contractor, shall be paid for under written work order in accordance with the terms therein provided. Payment for extra work will be made at the unit price or lump sum previously agreed upon in writing between the Contractor and the Director of Public Works. All extra work shall be adjusted daily upon report sheet furnished by the Contractor, prepared by the Director of Public Works, and signed by both parties, and said daily report shall be considered thereafter the true records of extra work done. 3. Term. This Agreement shall commence on September 17, 2014, and shall terminate on June 30, 2018, unless sooner terminated pursuant to Section 11 of this Agreement. 4. Time. Time is of the essence in this Agreement. 5. Force Maieure. Neither the City nor Contractor shall be responsible for delays in performance under this Agreement due to causes beyond its control, including but not limited to acts of God, acts of the public enemy, acts of the Government, fires, floods or other casualty, epidemics, earthquakes, labor stoppages or slowdowns, freight embargoes, unusually severe weather, and supplier delays due to such causes. Neither economic nor market conditions nor the financial condition of either party shall be considered a cause to excuse delay pursuant to this Section. Each party shall notify the other promptly in writing of each such excusable delay, its cause and its expected delay, and shall upon request update such notice. 6. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of thirty thousand dollars ($30,000) per fiscal year, in accordance with the prices as submitted in Contractor's Schedule of Hourly Rates, attached hereto as Attachment "A" and incorporated herein by this reference, which in any case shall meet or exceed prevailing wage rates. The rates in Attachment "A" shall be in effect through the end of the Agreement. In the event of any conflict between the terms of this Agreement and incorporated documents, the terms of this Agreement shall control. 7. Payments. Contractor shall submit monthly invoices for the percentage of work completed in the previous month. City agrees to authorize payment for all undisputed invoice amounts within thirty (30) days of receipt of each invoice. City agrees to use its best efforts to notify Contractor of any disputed invoice amounts or claimed completion percentages Page 1 of 8 335 Maintenance Agreement within ten (10) days of the receipt of each invoice. However, City's failure to timely notify Contractor of a disputed amount or claimed completion percentage shall not be deemed a waiver of City's right to challenge such amount or percentage. Additionally, in the event City fails to pay any undisputed amounts due Contractor within forty-five (45) days after invoices are received by City, then City agrees that Contractor shall have the right to consider said default a total breach of this Agreement and be terminated by Contractor without liability to Contractor upon ten (10) working days advance written notice. 8. Taxes. Contractor shall calculate payment for all sales, unemployment, old age pension and other taxes imposed by local, State of California and federal law. These payments are included in the total amounts in Attachment "A." 9. Audit. The City or its representative shall have the option of inspecting, auditing, or inspecting and auditing all records and other written materials used by Contractor in preparing its billings to the City as a condition precedent to any payment to Contractor. Contractor will promptly furnish documents requested by the City. Additionally, Contractor shall be subject to State Auditor examination and audit at the request of the City or as part of any audit of the City, for a period of three (3) years after final payment under this Agreement. 10. Unresolved Disputes. In the event of any dispute or controversy with the City over any matter whatsoever, Contractor shall not cause any delay or cessation in or of work, but shall proceed with the performance of the work in dispute. Rancho Palos Verdes Municipal Code chapter 3.24 ("Claims Against the City") shall govern the procedures of the claim process, and these provisions are incorporated herein by this reference. 11. Termination. The City may terminate this Agreement at any time with or without cause without penalty upon thirty (30) days' written notice. In the event of termination without fault or failure to perform of Contractor, City shall pay Contractor for all services satisfactorily rendered prior to date of termination, as determined by the Director of Public Works, and such payment shall be in full satisfaction of all services rendered hereunder; provided, in no event shall the amount of money paid under the foregoing provisions of this paragraph exceed the amount which would have been paid to Contractor for the full performance of the services described in this Agreement. 12. Indemnity. a. Contractor's Duty. To the maximum extent permitted by law, Contractor shall defend, indemnify, and hold free and harmless the City, its elected officials, officers, employees, volunteers, agents, successors, assigns, and those City agents serving as independent contractors in the role of City officials (collectively "Indemnitees") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, proceedings, suits, losses, stop payment notices, judgments, fines, liens, penalties, liabilities, costs and expenses of every kind and nature whatsoever, in any manner arising out of or incident to any act, failure to act, error or omission of Contractor or any of its officers, agents, servants, employees, subcontractors, material suppliers, or their officers, agents, servants or employees, arising out of the Agreement, including without limitation, the payment of all consequential damages, attorneys' fees, experts' fees, and other related costs and expenses (individually, a "Claim," or collectively, "Claims"). Page 2 of $ 336 Maintenance Agreement Further, Contractor shall appoint competent defense counsel approved by the City Attorney at Contractor's own cost, expense and risk, to defend any and all such Claims that may be brought or instituted against Indemnitees. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against Indemnitees in any such Claim. Contractor shall reimburse Indemnitees for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Contractor or Indemnitees. This indemnity shall apply to all Claims regardless of whether any insurance policies are applicable. b. Civil Code Exception. Nothing in the paragraph above this one shall be construed to encompass Indemnitees' sole negligence or willful misconduct to the limited extent that the underlying Agreement is subject to Civil Code Section 2782(a) or the City's active negligence to the limited extent that the underlying Agreement is subject to Civil Code Section 2782(b). Nonwaiver of Rights. Indemnitees do not and shall not waive any rights that they may possess against Contractor because the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. This indemnity provision is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. d. Waiver of Right of Subrogation. Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all Claims arising out of or incident to the activities or operations performed by or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or passive negligence by Indemnitees. e. Survival. The provisions of this Section 12 shall survive the termination of this Agreement and are in addition to any other rights or remedies that Indemnitees may have under the law. Payment is not required as a condition precedent to an lndemnitee's right to recover under this indemnity provision, and an entry of judgment against a Contractor shall be conclusive in favor of the Indemnitee's right to recover under this indemnity provision. 13. Insurance. a. General Liability. Contractor shall at all times during the term of the Agreement carry, maintain, and keep in full force and effect, a policy or policies of Commercial General Liability Insurance, with minimum limits of one million dollars ($1,000,000) for each occurrence and one million dollars ($1,000,000) general aggregate for bodily injury, death, loss or property damage for products or completed operations and any and all other activities undertaken by Contractor in the performance of this Agreement. Said policy or policies shall be issued by an insurer admitted or authorized to do business in the State of California and rated in A.M. Best's Insurance Guide with a rating of A:VII or better. Page 3 of 8 337 Maintenance Agreement b. Automobile Liability. Contractor shall at all times during the term of this Agreement obtain, maintain, and keep in full force and effect, a policy or policies of Automobile Liability Insurance, with minimum of one million dollars ($1,000,000) per claim and occurrence and two million dollars ($2,000,000) in the aggregate for bodily injuries or death of one person and five hundred thousand dollars ($500,000) for property damage arising from one incident.. Said policy or policies shall be issued by an insurer admitted or authorized to do business in the State of California and rated in A.M. Best's Insurance Guide with a rating of A:VII or better C. Workers' Compensation. Contractor agrees to maintain in force at all times during the performance of work under this Agreement workers' compensation insurance as required by law. Contractor shall require any subcontractor similarly to provide such compensation insurance for their respective employees. d. Notice of Cancellation. All insurance policies shall provide that the insurance coverage shall not be cancelled or modified by the insurance carrier without thirty (30) days prior written notice to City, or ten (10) days notice if cancellation is due to nonpayment of premium. Additionally, Contractor shall provide immediate notice to the City if it receives a cancellation or policy revision notice from the insurer. Contractor agrees that it will not cancel or reduce any required insurance coverage. Contractor agrees that if it does not keep the aforesaid insurance in full force and effect, City may either immediately terminate this Agreement or, if insurance is available at a reasonable cost, City may take out the necessary insurance and pay, at Contractor's expense, the premium thereon. e. Entire Policy and Certificate of Insurance. At all times during the term of this Agreement, Contractor shall maintain on file with the City Clerk both a copy of the entire policy and a certificate of insurance showing that the aforesaid policies are in effect in the required amounts. The commercial general liability policy and auto insurance policy shall contain endorsements naming the City, its officers, agents and employees as additional insureds. Primary Coverage. The insurance provided by Contractor shall be primary to any coverage available to City. The insurance policies (other than workers compensation) shall include provisions for waiver of subrogation. 14. City Business License, Contractor must obtain a City Business License before commencing any work under this Agreement. 15. Licenses, Consents and Approvals. Contractor warrants and represents that it has secured all necessary licenses, consents and approvals to use, replace or maintain any product or component as to which any property right or intellectual property right exists, including computer software, and that the City has full legal title to the use and ownership of the grinder pumps, including all parts therein. Contractor shall defend, indemnify and hold the City and its elected officials, officers, employees, servants, attorneys, designated volunteers, and agents serving as independent contractors in the role of City officials, harmless from any loss, claim or liability in any way related to a claim that City's use or ownership of the grinder pumps or utilization of the Contractor to maintain or replace the grinder pumps is violating federal, state or local laws, or any contractual provisions, or any laws relating to trade names, licenses, franchises, copyrights, patents or other means of protecting property rights, intellectual property rights and/or interests in products or Page 4 of 8 Maintenance Agreement 338 inventions. Contractor shall bear all costs arising from the use of patented, copyrighted, trade secret or trademarked documents, materials, equipment, devices or processes in connection with its provision of the services under this Agreement. In the event the ownership or use of the grinder pumps, including any part therein, is enjoined or otherwise hindered for any of these reasons, Contractor, at its expense, shall secure for City the right to continue using and owning the grinder pumps, including all parts therein, by suspension of any injunction or by procuring a license or licenses for City. In the event that utilization of the Contractor to maintain or replace the grinder pumps is held to constitute an infringement and the use of any of the same or this Agreement is enjoined, Contractor, at its expense, shall obtain the necessary licenses, consents or approvals to maintain the grinder pumps, and all parts therein. Failure to remedy any such situation immediately shall constitute a material breach of this Agreement. This covenant shall survive the termination of this Agreement. 16. Incorporation by Reference. All of the following documents are attached hereto and incorporated herein by this reference: Workers' Compensation Certificate of Insurance; Additional Insured Endorsement (Comprehensive General Liability); Additional Insured Endorsement (Automobile Liability); and Additional Insured Endorsement (Excess Liability). 17. Independent Contractor. Contractor is and shall at all times remain, as to the City, a wholly independent contractor. Neither the City nor any of its agents shall have control over the conduct of Contractor or any of the Contractor's employees, except as herein set forth, and Contractor is free to dispose of all portions of its time and activities which it is not obligated to devote to the City in such a manner and to such persons, firms, or corporations at the Contractor wishes except as expressly provided in this Agreement. Contractor shall have no power to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or otherwise act on behalf of the City as an agent. Contractor shall not, at any time or in any manner, represent that it or any of its agents, servants or employees, are in any manner agents, servants or employees of City. Contractor agrees to pay all required taxes on amounts paid to Contractor under this Agreement, and to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by this Agreement. Contractor shall fully comply with the workers' compensation law regarding Contractor and its employees. Contractor further agrees to indemnify and hold the City harmless from any failure of Contractor to comply with applicable workers' compensation laws. The City shall have the right to offset against the amount of any compensation due to Contractor under this Agreement any amount due to the City from Contractor as a result of its failure to promptly pay to the City any reimbursement or indemnification arising under this Section. 18. Prevailing Wages. City and Contractor acknowledge that this project is a public work to which prevailing wages apply. The document titled Terms for Compliance with California's Labor Law Requirements is attached hereto as Attachment "B" and incorporated herein by this reference. 19. Nondiscriminatory Employment. Contractor shall not unlawfully discriminate against any individual based on race, color, religion, nationality, gender, sex, sexual orientation, age or condition of disability. Contractor understands and agrees that it is bound by and will comply with the nondiscrimination mandates of all statutes and local ordinances and regulations. Page 5 of 8 339 Maintenance Agreement 20, Compliance with Laws. Contractor shall comply with all applicable federal, state and local laws, ordinances, codes and regulations in force at the time Contractor performs pursuant to this Agreement. 21, Payment. Bond. Before July 1st of each year within the term of this Agreement as listed in Section 3, Contractor shall obtain and submit a signed and notarized copy to the City of a payment bond in an amount that is not less than thirty thousand dollars ($30,000), and nothing in this Agreement shall be read to excuse this requirement. The required form entitled Payment Bond (Labor and Materials) is attached hereto and incorporated herein by this reference. 22. Contractor's Representations. Contractor represents, covenants and agrees that: a) Contractor is licensed, qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the services in accordance with the terms and conditions set forth in this Agreement; b) there are no obligations, commitments, or impediments of any kind that will limit or prevent its full performance under this Agreement; c) there is no litigation pending against Contractor, and Contractor is not the subject of any criminal investigation or proceeding; and d) to Contractor's actual knowledge, neither Contractor nor its personnel have been convicted of a felony. 23. Representation. The City's representative shall be the Director of Public Works or his or her designee, and Contractor shall notify City of Contractor's designated representative. These individuals shall be the primary contact persons for the parties regarding performance of this Agreement. 24. Personnel. Contractor represents that it has, or shall secure at its own expense, all personnel required to perform Contractor's services under this Agreement. Contractor shall make reasonable efforts to maintain the continuity of Contractor's staff who are assigned to perform the services hereunder and shall obtain the approval of the Director of Public Works of all proposed staff members who will perform such services. Contractor may associate with or employ associates or subcontractors in the performance of its services under this Agreement, but at all times shall Contractor be responsible for its associates and subcontractors' services. 25. Conflicts of Interest. Contractor agrees not to accept any employment or representation during the term of this Agreement or within twelve (12) months after completion of the work under this Agreement, which is or may likely make Contractor "financially interested," as provided in Government Code Section 1090 and 87100, in any decisions made by City on any matter in connection with which Contractor has been retained pursuant to this Agreement. 26. Rion -Assignability; Subcontracting. Contractor shall not assign or transfer any interest in this Agreement nor any part thereof, whether by assignment or novation, without the City's prior written consent. Any purported assignment without written consent shall be null, void, and of no effect, and Contractor shall hold harmless, defend and indemnify the City and its officers, officials, employees, agents and representatives with respect to any claim, demand or action arising from or relating to any unauthorized assignment. 27. Applicable Law. The validity, interpretation, and performance of this Agreement shall be controlled by and construed under the laws of the State of California, excluding California's Page 6 of 8 340 Maintenance Agreement choice of law rules. Venue for any such action relating to this Agreement shall be in the Los Angeles County Superior Court, 28. Attorneys' Fees. If any legal action or other proceeding, including action for declaratory relief, is brought for the enforcement of this Agreement or because of an alleged dispute, breach, default or misrepresentation in connection with this Agreement, the prevailing party shall be entitled to recover reasonable attorneys' fees, experts' fees, and other costs, in addition to any other relief to which the party may be entitled. 29. Titles. The titles used in this Agreement are for convenience only and shall in no way define, limit or describe the scope or intent of this Agreement or any part of it. 30. Authority. Each of the persons executing this Agreement on behalf of Contractor warrants and represents that he or she has the authority to execute this Agreement on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder. 31. Entire Agreement. This Agreement, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Agreement supersedes all prior oral or written negotiations, representations or agreements. This Agreement may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties which expressly refers to this Agreement. 32. Construction. In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of this Agreement shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Agreement or who drafted that portion of the Agreement. 33. Non -waiver of Terms, Rights and Remedies. Waiver by either party of any one or more of the conditions of performance under this Agreement shall not be a waiver of any other condition of performance under this Agreement. In no event shall the making by the City of any payment to Contractor constitute or be construed as a waiver by the City of any breach of covenant, or any default which may then exist on the part of Contractor, and the making of any such payment by the City shall in no way impair or prejudice any right or remedy available to the City with regard to such breach or default. 34. Notice. Except as otherwise required by law, any notice or other communication authorized or required by this Agreement shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during Contractor's or City's regular business hours or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses listed below, or at such other address as one party may notify the other: To CITY: Michael Throne, Director of Public Works City of Rancho Palos Verdes 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 Page 7of8 Maintenance Agreement 341 To CONTRACTOR: Mr. Wen Wang Multi W Systems, Inc, 2615 Strozier Ave. EI Monte, CA 91733 35. Counterparts, This Agreement may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. 36. Severability. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed the within Agreement the day and year first above written. ATTEST By: City Clerk Dated: INOW/6— CITY OF ANCHO PALOS VERDES By: / payor APPROVED AS TO FORM By: City Attorney MULTI W SYSTEMS, INC. ("CONTRACTOR") By: Printed Name: Title:QQ By: Printed Name: Title: Page 8 of 8 Maintenance Agreement 342 To CONTRACTOR: Mr. Wen Wang Multi W Systems, Inc. 2615 Strozier Ave, EI Monte, CA 91733 35, Counterparts. This Agreement may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. 36. Severability. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect. IN WITNE.,S WHEREOF, the parties hereto have executed the within Agreement the day and year first a.,ove written, CITY OF RANCHO PALOS VERDES By -A ,- M or ATTEST P ROVED AS TO FORM City Clerk City Attorney Dated: !� MULTI W SYSTEMS, INC. ("CONTRACTOR") Printed Name: k QEkQ TItIa: 0 Printed Page 8 of 8 Maintenance Agreement 343 Attachment "A": Contractor's Schedule of Hourly Rates Attachment A 344 Maintenance Agreement Date: 8-25-2014 This is Multi W Systems' Schedule of hourly rates for City of Rancho Palos Verdes A. field labor business hour per person off business hour per person $85,00 $125.00 B. Shop labor business hour per person , off business hour per person $55.00 $80.00 Please note: 1. Business hour: Monday thru Friday 5:00 AM - 5:00 PM 2. Off business hour: Saturday, Sunday and Holidays Anytime between 5:00 Pm and 5:00 Am 3, vacuum truck service not included and is additional cost. 4, 2 hours travelling time will be added to each service trip 5. Repair material are not included and will be added 345 Attachment "B": Terms for Compliance with California's Labor Law Requirements 1. Contractor acknowledges that the project as defined in this Agreement between Contractor and the City, to which this Terms for Compliance with California Labor Law Requirements is attached and incorporated by reference, is a "public work" as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code ("Chapter 1"). Further, Contractor acknowledges that this Agreement is subject to (a) Chapter 1, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director of Industrial Relations ("DIR") implementing such statutes. Contractor shall perform all work on the project as a public work. Contractor shall comply with and be bound by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in full herein. 2. California law requires the inclusion of specific Labor Code provisions in certain contracts. The inclusion of such specific provisions below, whether or not required by California law, does not alter the meaning or scope of Section 1 of this document. 3. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Agreement are on file at City Hall and will be made available to any interested party on request. Contractor acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and Contractor shall post such rates at each job site covered by this Agreement. 4. Contractor shall post job site notices, as prescribed by regulation. 5. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor. 6. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. 7. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6 and 1777.7 and California Administrative Code Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the CITY a verified statement of the journeyman and apprentice hours performed under this Agreement. 8. Contractor acknowledges that eight (8) hours labor constitutes a legal day's work. Contractor shall comply with and be bound by Labor Code Section 1810. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one calendar 10 Richards, Watson & Gershon 346 week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of Contractor in excess of 8 hours per day, and 40 hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 1/2 times the basic rate of pay. 9. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." 10. For every subcontractor who will perform work on the project, Contractor shall be responsible for such subcontractor's compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and Contractor shall include in the written contract between it and each subcontractor a copy of those statutory provisions and a requirement that each subcontractor shall comply with those statutory provisions. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a periodic review of the certified payroll records of the subcontractor and upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any failure. 11. To the maximum extent permitted by law, Contractor shall indemnify, hold harmless and defend (at Contractor's expense with counsel reasonably acceptable to the City) the City, its officials, officers, employees, agents and independent contractors serving in the role of City officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed above by any person or entity (including Contractor, its subcontractors, and each of their officials, officers, employees and agents) in connection with any work undertaken or in connection with the Agreement, including without limitation the payment of all consequential damages, attorneys' fees, and other related costs and expenses. All duties of Contractor under this Section shall survive termination of the Agreement. 11 Richards, Watson & Gershon 347 Abalone Cove Sewer System Management Plan Appendix E City SSO Response Contact Information 311 Page 348 Y fi' After Hrs. or Responsible Party's Name Telephone After Hours or Cell Phone Acting City Manager Carolynn Petru (310) 377-0360 Director of Public Works Michael Throne (310) 544-5252 (707) 319-5137 Senior Engineer Ron Dragoo (310) 544-5252 (310) 938-4101 Deputy Director of Public Works Nicole Jules (310) 544-5275 (310) 938-3244 Associate Engineer Andy Winje (310) 544-5249 (310) 749-4000 Director of Community Development Joel Rojas (310)544-5228 Facility & Maint. Supt. Vacant (310) 544-5336 Public Works Lead Worker Gonzalo Carnica (310) 544-5271 (562) 391-7240 Public Works Maintenance Worker Bruno Banuelos (310) 809-1604 Public Works Maintenance Worker Victor Valadez (310) 947-2744 (562) 225-0373 City's Environmental Consultant John L. Hunter and Assoc. (562) 802-7880 LA Co Sheriff Dept. (213) 974-1311 LA Co Fire Dept. (323) 881-2411 LA Co Dept. Pub. Wks. 24-hour Dispatch (626) 458-4357 (800) 675-4357 LA Co. Health Dept. (213) 974-1234 LA Co. Flood Control Dist. (626) 445-7630 Co Sanitation Districts of LA Co (562) 699-7411 R.W.Q.C.B. (Region 4) (213) 576-6600 Cal EMA (800) 852-7550 349 Abalone Cove Sewer System Management Plan Appendix F Abalone Cove Fee Structure 32 1 Page 350 Sewer Service Charges — Abalone Cove Landslide Abatement District 13.06.010. Purpose. This chapter establishes an annual sewer service charge for all parcels of real property in the Abalone Cove Landslide Abatement District connected to the sanitary sewer system. The city is responsible for providing sewer service within its boundaries. The amount of money from ad valorem taxes available to the city is inadequate to fund the cost of service for the sanitary sewers. The city's sewer service in the district must be continued without interruption in order to reduce the potential landslide hazard and to protect the public health, safety and welfare of the residents therein and the general public. The purpose of this chapter is to provide financing for the ongoing maintenance and operation of the Abalone Cove Landslide Abatement District sanitary sewer system. (Ord. 367-U § 2, 2001: Ord. 368 § 2 (part), 2001) 13.06.020 Creation of rate zones, The sewer system in the district is comprised of three types of subsystems: (i) a gravity subsystem; (ii) a force main subsystem; and (iii) a low-pressure subsystem. Sewer service to each parcel in the district is provided through one or more of these subsystems. Each subsystem requires different levels of operation and maintenance and, therefore, has different maintenance costs associated with it. The district has been divided into four zones as shown in Table A set out in Section 13.06.050 and on the Abalone Cove Rate Zone Map on file with the Department of Public Works. Each zone corresponds to the specific combination of subsystems used by or immediately available to the parcels located in that zone. (Ord. 367-U § 2, 2001: Ord. 368 § 2 (part), 2001) 13.06.030 Charges levied. An annual sewer service charge is levied upon each parcel of real property in the district, as shown on the map adopted by the city council on January 6, 1981, attached as Exhibit A to Resolution No. 81-4 on file with the city clerk, and connected to the sanitary sewer system. The annual sewer service charge is necessary to pay for the cost for services and facilities furnished by the city beginning October 2001. The amount of the sewer service charge shall be computed by multiplying the Equivalent Residential Units ("ERUs") for the current land use on the parcel, as of the 1 st day of March of each year, as shown on Table B set out in Section 13.06.060, by the maximum annual charge per ERU for the applicable zone as shown in Table C, set out in Section 13.06.070. For the purposes of this chapter, the land uses for the parcels in the district have been assigned sewer flow rates, expressed in ERUs, based on the Los Angeles County Sanitation District standards, as set forth in the "Master Service Charge Ordinance of South Bay Cities Sanitation District of Los Angeles 351 County" as adopted March 18, 1998. The flow rates for the Abalone Cove Beach property are based on information provided by the city of Los Angeles Bureau of Sanitation. The sewer service charge may be increased annually by an amount equal to the annual increase in the Consumer Price Index for all Urban Consumers for the Los Angeles -Riverside -Orange County Areas (the "CPI"), including all items as published by the U.S. Bureau of Labor Statistics as of March 1 of each year, not to exceed a maximum increase of seven percent per year. For any fiscal year that the sewer service charge is not increased by the allowable increase in the CPI for that year, the city may add the increase for that year to the CPI increase in subsequent years. (Ord. 367-U § 2, 2001: Ord. 368 § 2 (part), 2001) 13.06.040 Collection of charges. The sewer service charge shall be collected for each fiscal year on the county of Los Angeles tax roll in the same manner, by the same persons, and at the same time as, together with and not separately from, the general taxes of the city. For any fiscal year that the sewer service charge is not collected on the tax roll, the city may collect all or a portion of the sewer service charge for such year on the tax roll in the following fiscal year or years. (Ord. 367-U § 2, 2001: Ord. 368 § 2 (part), 2001) 13.06.050 Rate zones—Table A.? TABLE A Rate Zones ;Zone A Sewer Subsystem Components Gravity subsystem only ^ B Gravity & Force Main subsystems C � M� Gravity &Low -Pressure subsystems rD Gravity & Force Main & Low Pressure subsystems (Ord. 367-U § 2, 2001: Ord. 368 § 2 (part), 2001) 13.06.060 ERUs for various land uses—Table B. TABLE B Number of ERUs by Land Use Land Use ERU J Single Family Residential I-ERU = 1 Church ERU = 0.19/1,000 sq. ft. of building 352 School/Nursery ERU = 0.77/1,000 sq. ft. of building Beach toilet ERU = 0.46/toilet Beach shower ERU = 0.33/shower Vacant (Ord. 367-U § 2, 2001: Ord. 368 § 2 (part), 2001) 13.06.070. Maximum annual charge per ERU by rate zone—Table C= TABLE C Maximum Annual Charge per ERU by Rate Zone—Fiscal Year 2001-02 Zone Maximum Charge per ERU (FY 2001-02) A $119.071$4 79.39 -C $161.61 D !I $521.93 (Ord. 367-U § 2, 2001: Ord. 368 § 2 (part), 2001) 353 Annual Resort for i • .0 • • is Sewer Maintenance Fee FY 2014-15 prepared for the City of Rancho Palos Verdes Los Angeles County, California June 2, 2014 354 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 TABLE OF CONTENTS Certificates............................................................... Pg. 1 Introduction.............................................................. Pg. 2 Cost Estimates........................................................ Pg. 3 Annual Fee Rate Calculations ............................. Pg. 4 Sample Calculations ............................. Pg. 7 Preliminary Sewer Fee Roll Q:\RPV\abalone cove\fy 14-15\reports\feerpt14 2Jun14.docx Harris & ASSOC1ateS 355 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 Page 1 FY 2014-15 Annual Report City of Rancho Palos Verdes Abalone Cove Sewer Maintenance Fee The undersigned respectfully submits the enclosed report. DATED: June 2, 2014 BY: K. Dennis Klin lhofer R.C.E. No. 50255 Q:\RPV\abalone cove\fy 14-15\reports\feerptl4 2Jun14.docx I Harris & Associates 356 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 Paqe 2 INTRODUCTION To insure a flow of funds for the on-going operation and maintenance of the sewer facilities in the Abalone Cove area, the City Council formed the Abalone Cove Sewer Maintenance Fee. This Sewer Maintenance Fee ensures a fair and equitable levying of the necessary costs of operating and maintaining of the facilities and was established in compliance with the provisions of Proposition 218, Article XIIID of the California Constitution, Section 6(b). Mailed notices were sent to all affected property owners and the Public Hearing was held on July 17, 2001. Since there was not a majority of written protests, the Fee was established with a maximum annual escalator of seven percent (7%). This report, as signed and presented to the Council for approval, has been prepared according to the methodology and rates approved by the City Council in 2001. The City Council annually reviews the current and projected year's costs for the operation and maintenance of the sewer facilities and sets the rates for the ensuing fiscal year, which runs between July 1 and June 30. In setting the annual rates, the City Council will consider any new or updated maintenance costs, and any fund balances or shortages, and adjust the rates accordingly. The Abalone Cove Sewer Maintenance Fee is levied under the authority of the California Health and Safety Code, Sections 5471 et seq. (the "Code"). Payment of the fees for each parcel will be made in the same manner and at the same time as payments are made for property taxes for each property. This report contains the necessary data required to establish the annual fee rates and is submitted to the City Clerk for filing in the office of the City Clerk where it shall remain open for public inspection. Q:\RPV\abalone cove\fy 14-15\reports\feerptl4 2Jun14.docx I Harris & ASSOC3ateS 357 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 Paqe 3 COST ESTIMATE The estimated annual cost of the Abalone Cove Sewer System is provided below in Table 1. Table 1 — Estimated Annual Costs GRAVITY SUBSYSTEM Annual Maintenance $25,500 PVD Pump Station Pump Maintenance $3,000 PVD Pump Station Annual Maintenance $3,180 Gravity System Repairs $7,500 $39,180 FORCE MAIN SUBSYSTEM Annual Maintenance $20,750 Pump Replacement $8,000 Emergency Repairs $3,500 $32,250 LOW PRESSURE SUBSYSTEM Annual Maintenance $1,950 Pump Maintenance $14,700 Emergency Repairs $5,400 $22,050 Subtotal = $93,480 ADMINISTRATIVE COSTS City Administration and Overhead $20,100 Fund Balance ($9,500) Operating Reserve County Charge for Fee Collection $500 Subtotal = $11,100 Total Maintenance & Operation Costs = $104,580 Zone A City Contribution = ($6,431) Zone B City Contribution = ($8,374) Zone C City Contribution = ($19,014) Zone D City Contribution = ($13,868) Total City Contribution = ($47,686) Total Annual Fee = $56,894 Q:\RPV\abalone cove\fy 14-15\reports\feerpt14 2Jun14.docx Harris & Associates 358 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 Page 4 ANNUAL FEE RATE CALCULATIONS The rate structure for the Sewer Maintenance Fee is based on the amount of sewage flow generated by each parcel of land within the sewer system service area. Equivalent Residential Units The sewer flow rates used to calculate this User Fee are based on the Los Angeles County Sanitation District (LACSD) standards, as outlined in their Master Service Charge Ordinance of South Bay Cities Sanitation District of Los Angeles County, as adopted on March 18, 1998. This ordinance describes the user categories and mean loading of sewer usage for flow in the South Bay Cities Sanitation District of Los Angeles County. Using these standards, residential parcels with single family homes are assigned a flow rate of 260 Gallons Per Day (GPD). Therefore, 260 GPD is defined as 1 Equivalent Residential Unit (ERU) and all other parcels are charged based on the number of ERUs calculated on their property for their particular use. (The total flow rate for each parcel is divided by 260 to calculate the number of ERUs assigned to the parcel.) Vacant parcels have no sewer flow associated with them and therefore would be assigned 0 ERUs. The Abalone Cove Beach property flow rate has been calculated based on the future improvements to the beach. These future improvements consist of 7 toilet facilities and 2 showers. The flow rates for these facilities are based on information provided by the City of Los Angeles Bureau of Sanitation, and are shown below in Table 2. Table 2 provides a summary of the user categories in the Abalone Cove sewer service area, the assigned flow rates, and the ERU calculation for each. Table 2 — ERU Calculation Summary Table Land Use Description Flow (GPD) ERU Calc. Single Family Home 260 / home 1.00 / home Church 50 / 1000 bldg sf 0.19 / 1000 bidg sf School/Nurse 200 / 1000 b1dq sf 0.77 / 1000 bldg sf Beach Toilet 120 / toilet 0.46 / toilet Beach Shower 85 / shower 0.33 /shower Vacant 0 0 Sewer System Components The Abalone Cove sewer system is comprised of three types of components or subsystems: ♦ a gravity subsystem, ♦ a force main subsystem, and ♦ a low-pressure subsystem. These different and integrated subsystems collect flows from the sewer service area and ultimately convey it to the LACSD outfall. Flows generated by each parcel are conveyed through one or more of these subsystems. QARMabalone cove\fy 14-15\reports\feerpt14 2Junl4.docx MHarris & ASSOC1ateS 359 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 Page 5 Each of these subsystems requires different levels of operation and maintenance and, therefore, have different costs associated with them. Parcels that contribute flow to a subsystem will be charged for the operation and maintenance of that subsystem. Because the entire Abalone Cove sewer system flows into the Palos Verdes Drive Pump Station and the 6 -inch force main and gravity system between the pump station and the LACSD outfall, all users of the system will be charged for the operation and maintenance of these facilities. ♦ Gravity Subsystem. Gravity systems are the most basic of sewer systems and require minimal routine maintenance. Parcels connected to the Gravity Subsystem would be responsible for sharing the costs associated with maintenance of the gravity system. All parcels within the service area contribute to this subsystem, as sewage flows contributed by each parcel are eventually discharged into the gravity subsystem. ♦ Force Main Subsystem. Force main subsystems include pump station and pressurized pipes in addition to gravity lines. Parcels connected to the Force Main Subsystem would be responsible for sharing the additional costs associated with the operation and maintenance of those components. The pump stations for these lines are located at Thyme Place, Sweetby East and Sweetby at Altimira Canyon. ♦ Low Pressure Subsystem. Low pressure subsystems include grinder pumps at each user connection to the system as well as low pressure pipes. Parcels connected to the Low Pressure Subsystem would be responsible for sharing the associated operation and maintenance costs of those components. A few parcels that are connected to the gravity subsystem or the force main subsystem require the use of a grinder pump to get their flow into the system. These parcels share in the cost of grinder pump maintenance and are considered to be a part of the low pressure subsystem. Rate Zones A system of zones was developed to identify the specific combination of subsystems used by each contributing parcel. These zones are as follows: Zone A - Gravity subsystem only Zone B - Gravity & Force Main subsystems Zone C - Gravity & Low Pressure subsystems Zone D - Gravity & Force Main & Low Pressure subsystems Inventory of Parcels Table 3 and Table 4, on the following page, were compiled from information obtained from the Los Angeles County Assessor's Roll, Assessor's Parcel Maps, and the City of Rancho Palos Verdes. Q:\RPV\abalone cove\fy 14-15\reports\feerpt14 2Jun14.docx n ( Harris & Associates 360 City of Rancho Palos Verdes Annual Report - Abalone Cove Sewer Maintenance Fee - FY 2014-15 Table 3 - Land Use Inventory Land use Description Parcels Bldg sf ERUs Single Family Home 110 37.82 123.00 Church 1 6,144.00 1.17 School/Nursery 1 2,301.00 1.77 Beach with 2 showers & 7 toilets 1 Low Pressure $22,050 3.88 Vacant 67 X 0.00 Total: 180 8,445.00 129.82 Table 4 - ERU Distribution by Rate Zone and Subsystem Zone ERU's A 29.00 B 36.00 C 37.82 D 27.00 Total: 129.82 Subsystem ERU's Gravity 129.82 Force Main 63.00 Low Pressure 64.82 June 2, 2014 Paae 6 Table 5 provides a summary of the annual Sewer User Fee rates for each of the Rate Zones. Table 5 - Summary of Annual Fee Rates per ERU Subsystem & Budget Zone A Zone B Zone C Zone D Fee Rate $/ERU Gravity + Admin. $50,280 X X X X $387.31 Force Main $32,250 X X $511.90 Low Pressure $22,050 X X $340.17 Total 2014-15 User Fee without contribution ($ / ERU $387.31 $899.21 $727.48 $1,239.38 Contribution ($ / ERU) ($221.75) ($232.61) ($502.74) ($513.62) Total 2014-15 User Fee ($ / ERU) $165.56 $666.60 $224.74 $725.76 Total 2013-14 User Fee ($ / ERU) $163.92 $660.00 $222.51 $718.57 Total 2012-13 User Fee ($ / ERU) $161.82 $491.76 $219.65 $709.35 Total 2011-12 User Fee ($ / ERU) $158.65 $638.75 $215.34 $695.44 Total 2010-11 User Fee ($ / ERU) $154.03 $561.01 $209.07 $675.18 Table 6 provides the annual fee rates for FY 2014-15 and shows the calculated maximum rates. The maximum rates, which may be levied for each ERU, shall be increased automatically by the annual increase in Consumer Price Index for all Urban Consumers (CPI) for the Los Angeles, Riverside, Orange County Areas, not to exceed seven percent (7%). Q:\RPV\abalone cove\fy 14-15\reports\feerpt14 2Jun14.docx Harris Associates 361 City of Rancho Palos Verdes June 2, 2014 Annual Report - Abalone Cove Sewer Maintenance Fee - FY 2014-15 Page 7 Table 6 - Summary of Abalone Cove Sewer Maintenance Fee Rates Zone FY 2013-14 Max. Rates FY 2014-15 Max. Rates FY 2014-15 Actual Rates A $163.92 / ERU $165.56 / ERU $165.56 / ERU B $660.00 / ERU $666.60 / ERU $666.60 / ERU C $222.51 / ERU $224.74 / ERU $224.74 / ERU D $718.57 / ERU $725.76 / ERU $725.76 / ERU CPI Increase = 1.00% Table 7 - Sample Calculations Land Use Rate Zone A Rate Zone B Rate Zone C Rate Zone D FY 2014-15 Rate: $165.56 / ERU $666.60 / ERU $224.74 / ERU $725.76 / ERU Residential $165.56 / Dwelling $666.60 / Dwelling $224.74 / Dwelling $725.76 / Dwelling Church $31.46 / 1000 bldg sf $126.65 / 1000 bldg sf $42.70 / 1000 bldg s $137.89 / 1000 bldg sf School/Nursery $127.48 / 1000 bldg sf $513.28 / 1000 bldg sf $173.05 / 1000 bldg s $558.84 / 1000 bldg sf Beach with 2 showers & 7 toilets n/a n/a $871.99 / parcel n/a Vacant $0.00 / Lot $0.00 / Lot $0.00 / Lot $0.00 / Lot The Preliminary Sewer Fee Roll, which is a listing of each parcel within this sewer fee area and its proposed sewer fee for FY 2014-15, is provided in the Appendix. Q:\RPV\abatone cove\fy 14-15\reports\feerpt14 2Jun14.docx Harris & Associates 362 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 Page 8 Preliminary Sewer Fee Roll Q:\RPV\abalone cove\fy 14-15\reports\feerptl4 2Junl4.docx Harris & Associates 363 City of Rancho Palos Verdes June 2, 2014 Annual Report — Abalone Cove Sewer Maintenance Fee — FY 2014-15 Page 9 Preliminary Sewer Fee Roll LANDUSE LEGEND RATE ZONE LEGEND SFR = Residential A - Gravity only VAC = Vacant B - Gravity + Force Main SCH = School C - Gravity + Low Pressure (grinder pumps) BCH = Beach D - Gravity + Force Main + Low Pressure (grinder pumps) CCH = Church EXE = Exempt (property not connected to sewer) Q:\RPV\abalone cove\fy 14-15\reports\feerptl4 2Jun14.docx { Harris & Associates j 364 City of Rancho Palos Verdes Annual Report - Abalone Cove Sewer Maintenance Fee - FY 2014-15 June 2, 2014 Pape 10 Parcel Map Rate Land Bldg FY 2014-15 IParcel Map Rate Land Bldg FY 2014-15 Number Ref Zone Use Sa Ft ERU Prop. Fee INumber Ref Zone Use Sp Ft ERU Prop. Fee 1 $224.74 7572016022 124 D VAC 0 $0.00 7572012020 174 C SFR 1 $224.74 7572016014 125 B VAC 0 $0.00 7572012019 175 C VAC 0 $0.00 7572016021 126 D SFR 1 $725.76 7572012018 176 C SFR 1 $224.74 7572016015 127 D SFR 1 $725.76 7572012017 177 A SFR 1 $165.56 7572016016 128 D SFR 1 $725.76 7572012016 178 A SFR 1 $165.56 7572016017 129 D SFR 1 $725.76 7572016023 179 D SFR 1 $725.76 7572016018 130 D SFR 1 $725.76 7572016024 180 D VAC 0 $0.00 7572016001 131 C VAC 0 $0.00 7572001004 181 A VAC 0 $0.00 7572016002 132 C VAC 0 $0.00 7572017018 182 D SFR 1 $725.76 7572016003 7572016004 7572016005 133 134 135 C C C SFR SFR SFR 1 1 1 $224.74 $224.74 $224.74 129.82 $56,894.03 7572016007 137 C VAC 0 $0.00 7572016008 138 C VAC 0 $0.00 7572016009 139 C SFR 1 $224.74 7572016020 140 D VAC 0 $0.00 7572017001 141 C VAC 0 $0.00 7572017002 142 C EXE 0 $0.00 7572017003 143 C VAC 0 $0.00 7572017004 144 C VAC 0 $0.00 7572017005 145 C VAC 0 $0.00 7572017006 146 C SFR 1 $224.74 7572017007 147 C SFR 1 $224.74 LANDUSE LEGEND SFR = Residential VAC = Vacant SCH = School BCH = Beach CCH = Church EXE = Exempt (property not connected to sewer) RATE ZONE LEGEND A - Gravity only B - Gravity + Force Main C - Gravity + Low Pressure (grinder pumps) D - Gravity + Force Main + Low Pressure (grinder pumps) Q:\RPV\abalonecove\fy 14-15\reports\feerptl42JunI4.docx Harris & ASSOC1ateS I 365 Abalone Cove Sewer System Management Plan Appendix G SSO Response Forms 33 1 Page 366 Sanitary Sewer Overflow Report Side A ❑ Category 1: Discharge of untreated or partially treated wastewater of any volume resulting from a sanitary sewer system failure of flow condition that either (1) reaches surface water and/or drainage channel tributary to a surface water; OR (2) Reached a Municipal Separate Storm Sewer System (MS$) and was not fully captured and returned to the sanitary sewer system or otherwise captured and disposed of properly. ❑ Category 2: Discharge of untreated or partially treated wastewater greater than or equal to 1,000 gallons resulting from a sanitary sewer system failure or flow condition that either (1) Does not reach surface water, a drainage channel, or an MS4, OR (2) The entire SSO discharged to the storm drain system was fully recovered and disposed of properly. ❑ Category 3: All other discharges of untreated or partially treated wastewater resulting from a sanitary sewer system failure or flow condition. ❑ Spill from Private Lateral Describe in detail the basis for choosing the spill category: IMMEDIATE NOTIFICATION: If this is a Category 1 spill greater than or equal to 1,000 gallons, contact CaIEMA within 2 hours at (800) 852-7550. A. SPILL LOCATION Spill Location Name: Latitude Coordinates*: Longitude Coordinates: Street Name and Number: Nearest Cross Street: City: Rancho Palos Verdes Zip: 90275 County: Los Angeles Spill Location Description: B. SPILL DESCRIPTION Spill Appearance Point (check one or more):❑ Building/Structure ❑ Force Main ❑Gravity Sewer ❑ Pump Station ❑ Other Structure (i.e. cleanout) ❑ Manhole -Structure ID# ❑Other (specify): Estimated spill start time: Did the spill reach a drainage channel and/or surface water: ❑ Yes (Category 1) ❑ No Time spill reported to Cont: If the spill reached a storm sewer, was it fully captured and returned to the Sanitary Sewer? ❑ Yes ❑No (Cat. 1) Was this spill from a private lateral? ❑Yes ❑No if YES, name of responsible party: Discharged into: ❑ Beach/Ocean ❑Waters of the state other than ocean ❑Drainage channel ❑ Paved surface ❑ unpaved surface ❑ building/structure ❑ street/curb/gutter ❑ Other: Provide name(s) of affected drainage channels, beach, etc.: ❑ Storm Drain Total Estimated spill volume (in gallons—1,000gal or more = Category 1): gallons Est. volume that reached a storm drain that flows to a canyon: gal Recovered: gal Est. volume that reached a drainage channel that flows to a canyon: gal Recovered: gal Est. volume discharged directly to a surface water body: gal Recovered: gal Est. volume discharged to land: gal Recovered: gal Calculation Methods: ❑ Eyeball ❑ Photo Comparison ❑ Upstream Connections ❑ Area/Volume ❑ Other (describe): NOTE: Attach all Spill Volume Estimation documentation including calculations and summary. C. SPILL OCCURRING TIME Estimated spill start date: Estimated spill start time: Date spill reported to contractor: Time spill reported to Cont: Date contractor arrived: Time contractor arrived: Who was interviewed to help determine start time: Estimated spill end date: 777Rstimated spill end time: Note: Attach detailed start time determination documentation. • If multiple appearance points, use the GPS coordinates for the location of the SSO appearance point closest to the failure point/blockag- Sanitary Sewer Overflow Report D. CAUSE OF SPILL Location of Blockage: 0 MainEl Lateral Other: SSO cause (check all that apply):❑Debris/Blockage ❑ Flow exceeded capacity ❑ Grease ❑ Roots ❑Structural Problem ❑Pump Station fail ❑ Electrical Power Failure ❑ Vandalism ❑ Debris ❑Other (specify): Diameter (in inches) of pipe at point of blockage/spill cause (if applicable): Sewer pipe material at point of blockage/spill cause (if applicable): Estimated age of sewer asset at the point of blockage or failure (if applicable): 1. Description of terrain surrounding point of blockage/spill cause: LJ Flat 0 Mixed Steep Side B E. SPILL RESPONSE Spill response activities (check all that apply): ❑Cleaned up ❑ Contained all/portion of spill n Restored flow ❑ Returned all/portion of spill to sanitary sewer❑Other (specify): Spill response completed (date & time): Visual inspection result of impacted waters (if applicable): Evidence of impact to marine life? ❑ Yes ❑No Any ongoing investigation? ❑ Yes ❑ No Were health warnings posted? ❑ Yes ❑No If yes, provide health warning/beach closure posting/details: Was there a beach closure? ❑ Yes ❑ No If yes, name of closed beach: Were samples of impacted water collected? ❑ Yes ❑No Recommended corrective actions: (check all that apply and provide details) ❑ Clean line ASAP: ❑ CCTV: ❑ Additional Work: ❑ FOG Investigation: ❑ Repair line segment: ❑ Replace line segment: ❑ Additional Comments: List all agency and contractor personnel involved in the response including name, title and their role in the response: Name Title Role F. NOTIFICATION DETAILS Cal EMA contacted date and time (if applicable): Cal EMA Control Number (if applicable): Spoke to: G. RECOMMENDED FOLLOW-UP ACTIONS TO PREVENT FUTURE OCCURRENCES CURRENT PM FREQUENCY: I DATE OF LAST PM: RECOMMENDED ACTIONS: ❑ TV ❑ CHANGE CLEANING SCHEDULE ❑ REPAIR LINE SEGMENT ❑ REPLACE LINE SEGMENT ❑ OTHER (describe): NOTES: Place completed form in Maintenance Superintendent's Sewer Box for routing and logging •i Collection System Failure Analysis To be completed by Public Works Superintendent Incident Report # Prepared By: SSO/Backup Information Event Date/Time Address Volume Spilled Volume Recovered Cause Summary of Historical SSOs/Backups/Service Calls/Other Problems Date Cause Date Last Cleaned Responders Records Reviewed By Record Review Date Summary of CCTV Information CCTV Inspection Date Tape Name/Number CCTV Tape Reviewed By CCTV Review Date Observations Recommendations No Changes or Repairs Required Maintenance Equipment Maintenance Frequency Repair (Location and Type) Add to Capital Improvement Rehabilitation/Replacement List: Yes No Supervisor Review Date Superintendent Review Date 369 z _0 F— a V LL 0 z 0.-% N 0 LI l 0 J LL adW 0 oC W W a LLH a _V J a V) O z 0 U am V � LL w 0 z '-L U z V- W S W V) cc r J vt p 7' h= w N ZZ V Q ry Q 0 Z W LL 0 Z �Z w uj p p ujoo D uj W n N Z N U- < Q J F W Z Ln QLn S W V) Ln !` ;. 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Z Z + �+ Q a U U aCL a OMO N rl m O m Ln Ln N m O 1� %-� m T w r� cu m m m r- 0 O:"; O O O O M m m r -ii m N CL lL Ln cu 4- Ln Q) 4+Ln I6 C LU LO 0D W C wo v 'n 0 Q Q. O J u u: La(] 4- i In C C: O to z 0 Sa 0 U. z 371 Methods for Estimating Spill Volume A variety of approaches exist for estimating the volume of a sanitary sewer spill. This documents the three methods that are most often employed. The person preparing the estimate should use the method most appropriate to the sewer overflow in question and use the best information available. Method 1 Eyeball Estimate The volume of small spills can be estimated using an "eyeball estimate". To use this method imagine the amount of water that would spill from a bucket or a barrel. A bucket contains 5 gallons and a barrel contains 50 gallons. If the spill is larger than 50 gallons, try to break the standing water into barrels and then multiply by 50 gallons. This method is useful for contained spills up to approximately 200 gallons. Method 2 Measured Volume The volume of most small spills that have been contained can be estimated using this method. The shape, dimensions, and the depth of the contained wastewater are needed. The shape and dimensions are used to calculate the area of the spills and the depth is used to calculate the volume. Figure VII -D-1: Common Shapes and Dimensions RECTANGLE CIRCLE TRIANGLE 4AL H t D � DiAIyIE�EI�. G T H H sr 3 T7 z ; IF r LENGTH BASE Step 1 Sketch the shape of the contained sewage (see Figure VII -D-1). Step 2 Measure or pace off the dimensions. Step 3 Measure the depth at several locations and select an average. Step 4 Convert the dimensions, including depth, to feet. Step 5 Calculate the area in square feet using the following formulas: Rectangle: Area = length (feet) x width (feet) Circle: Area = diameter (feet) x diameter (feet) x 3.14 Triangle: Area = base (feet) x height (feet) x 0.5 Step 6 Multiply the area (square feet) times the depth (in feet) to obtain the volume in cubic feet. Step 7 Multiply the volume in cubic feet by 7.5 to convert it to gallons 372 Method 3 Duration and Flow rate Calculating the volume of larger spills, where it is difficult or impossible to measure the area and depth, requires a different approach. In this method, separate estimates are made of the duration of the spill and the flow rate. The methods of estimating duration and flow rate are: Duration: The duration is the elapsed time from the time the spill started to the time that the flow was restored. Start time: The start time is sometimes difficult to establish. Here are some approaches: Local residents can be used to establish start time. Inquire as to their observations. Spills that occur in rights-of-way are usually observed and reported promptly. Spills that occur out of the public view can go on longer. Sometimes observations like odors or sounds (e.g. water running in a normally dry creek bed) can be used to estimate the start time. ® Changes in flow on a downstream flow meter can be used to establish the start time. Typically the daily flow peaks are "cut off" or flattened by the loss of flow. This can be identified by comparing hourly flow data during the spill event with flow data from prior days. • Conditions at the spill site change over time. Initially there will be limited deposits of toilet paper and other sewage solids. After a few days to a week, the sewage solids form a light-colored residue. After a few weeks to a month, the sewage solids turn dark. The quantity of toilet paper and other materials of sewage origin increase over time. These observations can be used to estimate the start time in the absence of other information. Taking photographs to document the observations can be helpful if questions arise later in the process. ® It is important to remember that spills may not be continuous. Blockages are not usually complete (some flow continues). In this case the spill would occur during the peak flow periods (typically 10:00 to 12:00 and 13:00 to 16:00 each day). Spills that occur due to peak flows in excess of capacity will occur only during, and for a short period after, heavy rainfall. End time: The end time is usually much easier to establish. Field crews on-site observe the "blow down" that occurs when the blockage has been removed. The "blow down" can also be observed in downstream flow meters. Flow Rate: The flow rate is the average flow that left the sewer system during the time of the spill. There are three common ways to estimate the flow rate: ® The San Diego Manhole Flow rate Chart: This chart, included as, shows sewage flowing from manhole covers at a variety of flow rates. The observations of the field crew can be used to select the appropriate flow rate from the chart. If possible, photographs are useful in documenting basis for the flow rate estimate. ® Flow meter: Changes in flows in downstream flow meters can be used to estimate the flow rate during the spill. Counting Connections: Once the location of the spill is known, the number of upstream connections can be determined from the sewer maps. Multiply the number of connections by 200 to 250 gallons per day per connection or 8 to 10 gallons per hour per connection. 373 For example: 22 upstream connections x 9 gallons per hour per connection = 198 gallons per hour / 60 minutes per hour = 3.3 gallons per minute Spill Volume: Once duration and flow rate have been estimated, the volume of the spill is the product of the duration in hours or days and the flow rate in gallons per hour or gallons per day. For example: Spill start time = 11:00 Spill end time = 14:00 Spill duration = 3 hours 3.3 gallons per minute X 3 hours X 60 minutes per hour = 594 gallons 374 m lop Manhole Overflow Flow Rate Guide 375 Abalone Cove Sewer System Management Plan Appendix H SSO Map and CIWQS Report 34 1 Page 376 Abalone Cove SSOs since 2007 377 Ez -Q? cn U) O N N 'U to O 76 O C- 0 C- m ry 4- O A 03 C[ 379 7/18/2014 �fnr SSO -General Information SSO Event ID: 744394 Spill Location 25 Sweetbay Drive Name: WDID: 4SS010420 General Info California Integrated Water Quality5ystem You are logged -in as: PUBLIC. Regional Water 4 Board: Agency: Rancho Palos Verdes City Sanitary Sewer Rancho Palos Verdes City CS System: Certified by Ron Dragoo on 2009-09-10 00:00:00.0 1 -Spill Type: Category 3 2 - Estimate Spill Volumes a) Estimated spill volume that reached a separate storm drain that 0 flows to a surface water body? b) Estimated spill volume recovered from the separate storm drain 0 that flows to a surface water body? (Do not include water used for clean-up) c) Estimated spill volume that reached a drainage channel that flows 0 to a surface water body? d) Estimated spill volume recovered from a drainage channel that 0 flows to a surface water body? e) Estimated spill volume discharged directly to a surface water 0 body? f) Estimated spill volume recovered from surface water body? 0 g) Estimated spill volume discharged to land? (Includes discharges 0 directly to land, and discharges to a storm drain system or drainage channel that flows to a storm water infiltration/retention structure, field, or other non -surface water location.) h) Estimated spill volume recovered from the discharge to land? (Do 0 not include water used for clean-up) Estimated Estimated Estimated Estimated Total spill volume Total spill Total spill Total spill Reach Surface volume volume volume Water Reach Land Recovered (a-b+c+e) (g) (b+d+f+h) (a+C+e+g) 0 I 0 0 100 3 - Did the spill discharge to a drainage channel and/or surface mater? 4 - Did the spill reach a separate (i.e.,not combined) storm irainpipe? 5 - If spill reached to a separate storm drainpipe, was all of the wastewater fully captured from the separate storm drain and returned to the sanitary sewer system? No No Not Applicable -Spill did not reach storm drainpipe https://ciMs.waterboards.ca.gov/civgs/readOnly/PublicReportSSOSeruet?reportld=sso detail_report&reportAction=generate&sso spill_id=744394 380 1/2 7/18/2014 Physical Location Details 6 -Spill location name: 7 - Latitude of spill location: 8 - Longitude of spill location: 9 -County: 10 - Regional Water Quality Control Board: 11 -Spill location description: Spill Details 12 - Number Of appearance points: 13 -Spill appearance point: 14 - Spill appearance point explanation: 15 -Final spill destination: 16 - Explanation of final spill destination: 17 - Estimated spill start date/time: California Integrated Water Quality System 25 Sweetbay Drive. 33.74818 -118.37091 Los Angeles 4 Spill occured at a small residential lift station 18 - Date and time sanitary sewer system agency was notified of or discovered spill: 19 -Estimated Operator arrival date/time: 20 - Estimated spill end date/time: 21 -Spill cause: 22 -Spill cause explanation: 23 -Where did failure occur? 24 - Explanation of Where failure occured: 25 -Was this spill associcated with a storm event? 26 - Diameter of sewer pipe at the point of blockage or failure: 27 - Material of sewer pipe at the point of blockage or failure: 28 - Estimated age of sewer asset at the point of blockage or failure 29 - Explanation of volume estimation method used: null Manhole -,Pump station Alongside Sweetbay drive Unpaved surface Alongside Sweetbay drive 2009-09-04 09:30:00.0 2009-09-04 09:30:00.0 2009-09-04 09:40:00.0 2009-09-04 09:40:00.0 Debri-Rags N/A - Rags were the cause of the spill null 0 null Notification Details 30(a) - Name and Tittle (Contact person who can answer specific questions about null this SSO) 30(b) - Contact Person Phone Numner null © 2005 State of California. Conditions of Use Privacy Policy https://ciAgs.vvaterboards.ca.govlcivgslreadOnlyIPublieReportSSOSer\Aet?reportld=sso detail report&reportAction=generate&sso spill_id=744394 3812 Abalone Cove Sewer System Management Plan Appendix I Performance Indicators 35 1 P a g e 382 SSMP Effectiveness Performance Indicators Performance Indicator Input Total SSO Response Time Total man hours spent responding to and alleviating SSOs Total number of scheduled man -hole inspections Workload/Output Total number of SSOs responded to in 12 -month period Total miles of sewer line maintained Total number of pump stations maintained Total number of grinder pumps maintained Total number of man -hole inspections conducted Total SSOs > 1,000 gallons responded to Total FOG related SSOs cleaned Total root related SSOs cleaned Total SSOs due to other causes (debris, vandalism) Total number of capacity related SSOs Total number of SSOs due to pump station malfunction Total SSOs responded to within 3 -hours or less Total number of stoppages or backups Efficiency Number of SSOs per 100 miles of sewer line Number of pump stations with one or more malfunctions Number of SSOs that reached waters of the United States Average response time per SSO Effectiveness/Outcome Percentage of SSOs >100 gallons Percentage of SSOs due to FOG Percentage of SSOs due to roots Percentage of SSOs due to other causes Percentage of SSOs that reached waters of the United States Percentage of pump station with one or more malfunctions resulting in an SSO Percentage of SSOs with response time 3 hours or less Percentage of stoppages not resulting in an SSO 383